Id Partida Id Tipo Partida Id ActividadNombre Actividad Unidad MedidaSan SalvadorSan Martín Aguilares Santa Ana Chalchuapa Sonsonate Acajutla Juayúa Ahuachapan Atiquizaya Santa TeclaQuezaltepequeZacatecolucaChalatenangoCojutepequeSan VicenteSensuntepequeIlobasco San MiguelCiudad Barrios Usulután JiquiliscoSantiago de MaríaLa UniónSanta Rosa de LimaSan Francisco GoteraLa Libertad Metapán1 1 1 LIMPIEZA (CHAPEO) M2 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.36 0.35 0.35 0.35 0.351 1 2 M2 0.71 0.71 0.71 0.71 0.72 0.71 0.71 0.71 0.72 0.71 0.71 0.71 0.71 0.72 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.72 0.72 0.72 0.72 0.71 0.71 0.711 1 3 LIMPIEZA Y ACARREO(ESCOMBROS) M3 8.18 8.19 8.26 8.29 8.32 8.23 8.21 8.27 8.31 8.19 8.2 8.18 8.24 8.31 8.25 8.2 8.28 8.29 8.24 8.26 8.27 8.31 8.3 8.36 8.31 8.27 8.19 8.251 1 4 Acarreo con carretilla M3 4.25 4.25 4.29 4.3 4.32 4.27 4.26 4.29 4.31 4.25 4.26 4.25 4.28 4.31 4.28 4.26 4.3 4.3 4.28 4.29 4.29 4.32 4.31 4.34 4.31 4.3 4.25 4.281 1 5 LIMPIEZA Y CHAPEO EN TALUD M2 1.13 1.13 1.14 1.15 1.15 1.14 1.14 1.14 1.15 1.13 1.13 1.13 1.14 1.15 1.14 1.13 1.15 1.15 1.14 1.14 1.14 1.15 1.15 1.16 1.15 1.14 1.13 1.141 1 6 LIMPIEZA DE PARED M2 1.79 1.79 1.81 1.82 1.82 1.8 1.8 1.81 1.82 1.79 1.8 1.79 1.81 1.82 1.81 1.8 1.81 1.82 1.81 1.81 1.81 1.82 1.82 1.83 1.82 1.81 1.8 1.811 1 7 BRECHADO P/TENDIDO ELÉCTRICO KM 264.38 264.86 266.92 268.01 269.04 265.94 265.47 267.34 268.72 264.73 265.2 264.38 266.45 268.59 266.76 265.23 267.87 268.11 266.37 266.95 267.48 268.8 268.51 270.17 268.67 267.53 264.94 266.791 1 8 LIMPIEZA Y CHAPEO DE TALUD HA 11232 11252.24 11339.87 11385.86 11429.73 11298.22 11278.1 11357.78 11416.16 11246.63 11266.87 11232 11319.63 11410.54 11333.09 11267.92 11380.24 11390.42 11316.24 11340.93 11363.39 11419.55 11407.27 11477.93 11413.94 11365.61 11255.63 11334.261 1 9 LIMPIEZA DE CANALETAS DE TIERRA M 0.57 0.57 0.58 0.58 0.58 0.57 0.57 0.58 0.58 0.57 0.57 0.57 0.57 0.58 0.58 0.57 0.58 0.58 0.57 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.57 0.581 1 25 Limpieza en losa de entrepiso M2 0.64 0.64 0.64 0.64 0.65 0.64 0.64 0.64 0.65 0.64 0.64 0.64 0.64 0.65 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.65 0.65 0.65 0.65 0.64 0.64 0.641 1 26 Limpieza en cajas canaletas y canales de aguas lluvias M3 7.47 7.49 7.54 7.57 7.6 7.52 7.5 7.56 7.59 7.48 7.49 7.47 7.53 7.59 7.54 7.5 7.57 7.58 7.53 7.54 7.56 7.6 7.59 7.64 7.59 7.56 7.49 7.541 1 27 Limpieza de tuberías (Sistema de aguas lluvias) M3 8.25 8.27 8.33 8.37 8.4 8.3 8.29 8.35 8.39 8.27 8.28 8.25 8.32 8.39 8.33 8.28 8.36 8.37 8.32 8.34 8.35 8.39 8.38 8.44 8.39 8.35 8.27 8.331 1 28 Limpieza de piso de ladrillo existente incluyendo remoción de costras M2 1.48 1.49 1.5 1.51 1.51 1.49 1.49 1.5 1.51 1.49 1.49 1.48 1.5 1.51 1.5 1.49 1.5 1.51 1.5 1.5 1.5 1.51 1.51 1.52 1.51 1.5 1.49 1.51 1 30 PRUEBA CONCATENACION Sg. 147.1 147.35 148.49 149.09 149.69 147.97 147.66 148.73 149.5 147.28 147.54 147.1 148.25 149.44 148.42 147.55 149.02 149.15 148.21 148.53 148.8 149.55 149.39 150.3 149.47 148.81 147.41 148.441 1 31 LIMPIEZA DE SUPERFICIE DE MARMOL EXISTENTE M2 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.18 33.181 1 32 Limpieza de azulejos M2 1.97 1.97 1.99 2 2 1.98 1.98 1.99 2 1.97 1.98 1.97 1.99 2 1.99 1.98 2 2 1.98 1.99 1.99 2 2 2.01 2 1.99 1.97 1.991 1 33 Limpieza de lavabo y sanitario U 4.79 4.8 4.83 4.85 4.87 4.82 4.81 4.84 4.87 4.79 4.8 4.79 4.82 4.86 4.83 4.8 4.85 4.85 4.82 4.83 4.84 4.87 4.86 4.89 4.86 4.84 4.8 4.831 1 34 Limpieza de cisterna de 2x3x2 c/cepillos detergente y escobas enjuague uso de achicadora) Sg. 325 325.59 328.12 329.45 330.72 326.92 326.33 328.64 330.33 325.42 326.01 325 327.54 330.17 327.93 326.04 329.29 329.58 327.44 328.15 328.8 330.43 330.07 332.12 330.27 328.87 325.68 327.961 1 35 Limpieza y pintura en polines espaciales existentes M 4.02 4.03 4.06 4.08 4.09 4.05 4.04 4.07 4.09 4.03 4.04 4.02 4.05 4.09 4.06 4.04 4.08 4.08 4.05 4.06 4.07 4.09 4.09 4.11 4.09 4.07 4.03 4.061 1 36 Limp y pint en Viga macomber exist; altura hasta 0.60m 4 áng. 1 1/4"x1 1/4" x 3/16" y celosía #3 @0.60m M 10.48 10.5 10.58 10.63 10.67 10.55 10.53 10.6 10.66 10.5 10.52 10.48 10.57 10.65 10.58 10.52 10.62 10.63 10.56 10.59 10.61 10.66 10.65 10.71 10.65 10.61 10.51 10.581 1 38 Limpieza y montaje de ventana existente M2 11.32 11.34 11.43 11.48 11.52 11.39 11.37 11.45 11.51 11.34 11.36 11.32 11.41 11.5 11.42 11.36 11.47 11.48 11.41 11.43 11.45 11.51 11.5 11.57 11.51 11.46 11.35 11.431 1 39 Limpieza y pintura de estructura metálica existente de tanque elevado. C/u 317.36 317.93 320.41 321.71 322.95 319.24 318.66 320.92 322.57 317.78 318.35 317.36 319.84 322.41 320.22 318.38 321.55 321.84 319.74 320.44 321.08 322.66 322.32 324.31 322.5 321.14 318.03 320.251 1 40 Limpieza y Desalojo con Maquinaria M3 2.58 2.58 2.6 2.61 2.62 2.59 2.59 2.61 2.62 2.58 2.59 2.58 2.6 2.62 2.6 2.59 2.61 2.61 2.6 2.6 2.61 2.62 2.62 2.63 2.62 2.61 2.58 2.61 1 41 Limpieza final en construcción de calle Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 42 limpieza de exclusas C/u 604.37 605.46 610.17 612.65 615.01 607.94 606.85 611.14 614.28 605.16 606.24 604.37 609.08 613.98 609.81 606.3 612.35 612.89 608.9 610.23 611.44 614.46 613.8 617.6 614.16 611.56 605.64 609.871 1 43 Limpieza final en construcción edificio C/u 618 619.14 623.94 626.46 628.86 621.66 620.52 624.9 628.14 618.78 619.92 618 622.8 627.84 623.58 619.98 626.16 626.7 622.62 624 625.26 628.32 627.66 631.56 628.02 625.38 619.32 623.641 1 44 REMOVER Y LIMPIEZA DE PINTURA EN PAREDES M2 1.25 1.25 1.26 1.26 1.27 1.25 1.25 1.26 1.27 1.25 1.25 1.25 1.26 1.27 1.26 1.25 1.26 1.26 1.26 1.26 1.26 1.27 1.27 1.27 1.27 1.26 1.25 1.261 1 45 Limpieza y pintura de cabezal de descarga (en equipos de bombeo). C/u 73 73.13 73.7 74 74.28 73.43 73.3 73.82 74.2 73.09 73.23 73 73.57 74.16 73.66 73.23 73.96 74.03 73.55 73.71 73.85 74.22 74.14 74.6 74.18 73.87 73.15 73.661 2 1 DESCAPOTE M3 6.09 6.1 6.15 6.17 6.2 6.13 6.11 6.16 6.19 6.1 6.11 6.09 6.14 6.19 6.14 6.11 6.17 6.18 6.13 6.15 6.16 6.19 6.18 6.22 6.19 6.16 6.1 6.141 2 2 DESCAPOTE EN TALUD A MANO (0.30) M3 7.19 7.2 7.26 7.29 7.32 7.23 7.22 7.27 7.31 7.2 7.21 7.19 7.25 7.31 7.26 7.21 7.29 7.29 7.25 7.26 7.28 7.31 7.3 7.35 7.31 7.28 7.21 7.261 2 3 Descapote con maquinaria M3 1.46 1.46 1.47 1.48 1.48 1.46 1.46 1.47 1.48 1.46 1.46 1.46 1.47 1.48 1.47 1.46 1.48 1.48 1.47 1.47 1.47 1.48 1.48 1.49 1.48 1.47 1.46 1.471 3 1 Trazo M2 0.77 0.77 0.78 0.78 0.79 0.78 0.78 0.78 0.78 0.77 0.77 0.77 0.78 0.78 0.78 0.77 0.78 0.78 0.78 0.78 0.78 0.79 0.78 0.79 0.78 0.78 0.77 0.781 3 2 TRAZO LINEAL PARA CONSTRUCCIÓN M 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.411 3 3 TRAZO P/POZO U 6.07 6.08 6.12 6.15 6.17 6.1 6.09 6.13 6.17 6.07 6.08 6.07 6.11 6.16 6.12 6.08 6.15 6.15 6.11 6.12 6.14 6.17 6.16 6.2 6.16 6.14 6.08 6.121 3 4 TRAZO LINEAL P/ELECTRIFICACIÓN M 0.32 0.32 0.33 0.33 0.33 0.32 0.32 0.33 0.33 0.32 0.32 0.32 0.32 0.33 0.33 0.32 0.33 0.33 0.32 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.32 0.331 3 5 Trazo y nivelación para tuberías M 0.66 0.66 0.66 0.66 0.67 0.66 0.66 0.66 0.67 0.66 0.66 0.66 0.66 0.67 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.67 0.67 0.67 0.67 0.66 0.66 0.661 3 13 TRAZO Ó REPLANTEO DE OBRAS DE INFRAESTRUCTURA EN EL MAR M 33.35 33.41 33.66 33.8 33.93 33.54 33.48 33.72 33.89 33.39 33.45 33.35 33.6 33.87 33.64 33.45 33.78 33.81 33.59 33.67 33.73 33.9 33.86 34.07 33.88 33.74 33.42 33.651 4 1 EXCAVACION A MANO HASTA 1.50 M (MATERIAL BLANDO) M3 8.66 8.68 8.75 8.78 8.82 8.72 8.7 8.76 8.81 8.68 8.69 8.66 8.73 8.8 8.74 8.69 8.78 8.79 8.73 8.75 8.77 8.81 8.8 8.85 8.8 8.77 8.68 8.741 4 2 EXCAVACION A MANO DE 1.5 A 3.0 M (MATERIAL BLANDO) M3 12.51 12.54 12.63 12.69 12.73 12.59 12.57 12.65 12.72 12.53 12.55 12.51 12.61 12.71 12.63 12.55 12.68 12.69 12.61 12.64 12.66 12.72 12.71 12.79 12.72 12.66 12.54 12.631 4 3 EXCAVACIÓN EN POZO ARTESIANOMATERIAL BLANDO M 43.59 43.62 43.71 43.76 43.81 43.67 43.64 43.73 43.8 43.61 43.63 43.59 43.69 43.79 43.71 43.63 43.76 43.77 43.69 43.71 43.74 43.8 43.79 43.87 43.8 43.74 43.62 43.711 4 4 M 88.71 88.76 88.95 89.06 89.16 88.86 88.82 89 89.13 88.75 88.79 88.71 88.91 89.11 88.94 88.79 89.05 89.07 88.9 88.96 89.01 89.13 89.11 89.26 89.12 89.01 88.77 88.941 4 5 EXCAVACIÓN A MANO MAYOR DE 3.00 M(MATERIAL BLANDO) M3 16.55 16.58 16.71 16.78 16.84 16.65 16.62 16.74 16.82 16.57 16.6 16.55 16.68 16.82 16.7 16.61 16.77 16.79 16.68 16.71 16.75 16.83 16.81 16.91 16.82 16.75 16.59 16.71 4 6 EXCAVACIÓN A MANO HASTA 1.50 M (MATERIAL DURO) M3 17.42 17.45 17.58 17.66 17.72 17.52 17.49 17.61 17.7 17.44 17.47 17.42 17.55 17.69 17.57 17.47 17.65 17.66 17.55 17.59 17.62 17.71 17.69 17.8 17.7 17.62 17.45 17.581 4 7 EXCAVACIÓN A MANO DE 1.50 A 3.00 M (MATERIAL DURO) M3 22.77 22.81 22.98 23.08 23.17 22.9 22.86 23.02 23.14 22.79 22.84 22.77 22.94 23.13 22.97 22.84 23.07 23.09 22.94 22.99 23.03 23.15 23.12 23.26 23.13 23.04 22.81 22.971 4 8 EXCAVACIÓN EN POZO ARTESIANOMATERIAL DURO M 78.9 78.93 79.06 79.13 79.2 79 78.97 79.09 79.18 78.92 78.95 78.9 79.03 79.17 79.05 78.95 79.12 79.14 79.03 79.06 79.1 79.18 79.16 79.27 79.17 79.1 78.94 79.051 4 9 M 155.75 155.8 156.02 156.14 156.25 155.92 155.86 156.07 156.22 155.78 155.84 155.75 155.97 156.2 156 155.84 156.13 156.15 155.96 156.02 156.08 156.23 156.19 156.38 156.21 156.09 155.81 156.011 4 10 Excavación a mano mayor de 3.00 m (material duro) M3 22.03 22.07 22.24 22.33 22.42 22.16 22.12 22.28 22.39 22.06 22.1 22.03 22.2 22.38 22.23 22.1 22.32 22.34 22.2 22.25 22.29 22.4 22.38 22.51 22.39 22.29 22.08 22.231 4 11 EXCAVACION EN POZO ARTESANOMATERIAL SEMI-DURO M3 61.25 61.27 61.39 61.45 61.5 61.33 61.31 61.41 61.49 61.27 61.29 61.25 61.36 61.48 61.38 61.29 61.44 61.45 61.36 61.39 61.42 61.49 61.48 61.57 61.48 61.42 61.28 61.381 4 12 EXCAVACIÓN A MANO HASTA 1.50 M (MAT.SEMI DURO) M3 12.3 12.33 12.42 12.47 12.52 12.38 12.35 12.44 12.5 12.32 12.34 12.3 12.4 12.5 12.41 12.34 12.47 12.48 12.4 12.42 12.45 12.51 12.5 12.57 12.5 12.45 12.33 12.421 4 13 EXCAVACIÓN A MANO DE 1.50 A 3.00 M (MAT.SEMI DURO) M3 17.77 17.8 17.94 18.02 18.08 17.88 17.84 17.97 18.06 17.8 17.83 17.77 17.91 18.05 17.93 17.83 18.01 18.02 17.91 17.94 17.98 18.07 18.05 18.16 18.06 17.98 17.81 17.931 4 14 Excavación a mano mayor de 3.00 m (material semi duro) M3 17.42 17.45 17.59 17.66 17.73 17.53 17.49 17.62 17.71 17.45 17.48 17.42 17.56 17.7 17.58 17.48 17.65 17.67 17.55 17.59 17.63 17.71 17.7 17.81 17.71 17.63 17.46 17.581 4 15 EXCAVACIÓN A MANO HASTA 1.50M(MAT.SEMI DURO-ROCA) M3 16.58 16.61 16.74 16.81 16.87 16.68 16.65 16.77 16.85 16.6 16.63 16.58 16.71 16.84 16.73 16.63 16.8 16.81 16.7 16.74 16.77 16.86 16.84 16.94 16.85 16.78 16.62 16.731 4 16 Excavación a mano material tova volcánica y roca M3 24.43 24.48 24.67 24.77 24.86 24.58 24.53 24.71 24.83 24.47 24.51 24.43 24.62 24.82 24.65 24.51 24.76 24.78 24.62 24.67 24.72 24.84 24.81 24.97 24.83 24.72 24.49 24.661 4 17 EXCAVACION A MANO DE 1.5 A 3 M.(MAT.SEM.DURO-ROCA) M3 22.51 22.55 22.72 22.82 22.9 22.64 22.6 22.76 22.88 22.54 22.58 22.51 22.68 22.87 22.71 22.58 22.81 22.83 22.68 22.73 22.77 22.88 22.86 23 22.87 22.78 22.56 22.711 4 18 EXCAVACION A MANO MAYOR DE 3.00(MAT.SEM.DURO-ROCA) M3 30.19 30.25 30.48 30.61 30.72 30.37 30.32 30.53 30.69 30.23 30.29 30.19 30.43 30.67 30.46 30.29 30.59 30.62 30.42 30.49 30.55 30.7 30.66 30.85 30.68 30.55 30.26 30.471 4 19 EXCAVACIÓN A MANO HASTA 1.50 (ROCA) M3 43.54 43.62 43.96 44.14 44.31 43.8 43.72 44.03 44.26 43.6 43.68 43.54 43.88 44.23 43.93 43.68 44.12 44.16 43.87 43.96 44.05 44.27 44.22 44.49 44.25 44.06 43.63 43.941 4 20 EXCAVACIÓN A MANO DE 1.50 A 3.00 M (ROCA) M3 52.88 52.97 53.38 53.6 53.81 53.19 53.09 53.47 53.74 52.95 53.04 52.88 53.29 53.72 53.35 53.05 53.57 53.62 53.27 53.39 53.5 53.76 53.7 54.03 53.73 53.51 52.99 53.361 4 21 EXCAVACIÓN EN POZO ARTESANOMATERIAL ROCA M 85.19 85.22 85.36 85.43 85.5 85.29 85.26 85.38 85.48 85.21 85.24 85.19 85.32 85.47 85.35 85.24 85.42 85.44 85.32 85.36 85.39 85.48 85.46 85.57 85.47 85.4 85.22 85.351 4 23 CORTE EN TERRAZA (MANUAL) MATERIAL BLANDO M3 5.77 5.78 5.83 5.85 5.87 5.8 5.79 5.84 5.87 5.78 5.79 5.77 5.82 5.86 5.82 5.79 5.85 5.85 5.81 5.83 5.84 5.87 5.86 5.9 5.86 5.84 5.78 5.821 4 24 CORTE EN TERRAZA (MANUAL) MATERIAL SEMI DURO M3 8.25 8.26 8.33 8.36 8.39 8.3 8.28 8.34 8.38 8.26 8.27 8.25 8.31 8.38 8.32 8.27 8.36 8.36 8.31 8.33 8.34 8.39 8.38 8.43 8.38 8.35 8.27 8.321 4 25 CORTE EN TERRAZA (CON MAQUINARIA) MATERIAL BLANDO M3 3.24 3.25 3.28 3.29 3.3 3.26 3.26 3.28 3.3 3.25 3.25 3.24 3.27 3.3 3.27 3.25 3.29 3.29 3.27 3.28 3.28 3.3 3.29 3.32 3.3 3.28 3.25 3.271 4 26 CORTE EN TERRAZA MAT. DURO (MANUAL) M3 13.93 13.96 14.07 14.12 14.18 14.02 13.99 14.09 14.16 13.95 13.98 13.93 14.04 14.15 14.06 13.98 14.12 14.13 14.04 14.07 14.1 14.17 14.15 14.24 14.16 14.1 13.96 14.061 4 27 Corte de terraza con maquinaria HR 62.01 62.13 62.61 62.86 63.11 62.38 62.27 62.71 63.03 62.09 62.21 62.01 62.5 63 62.57 62.21 62.83 62.89 62.48 62.62 62.74 63.05 62.98 63.37 63.02 62.75 62.14 62.581 4 28 CORTE Y CONFORMACION DE TALUD M3 7.07 7.08 7.14 7.17 7.19 7.11 7.1 7.15 7.19 7.08 7.09 7.07 7.13 7.18 7.13 7.09 7.16 7.17 7.12 7.14 7.15 7.19 7.18 7.22 7.18 7.15 7.08 7.131 4 29 EXCAVACIÓN DE ANCLA P/POSTE CONC. MAT. BLANDO U 9.04 9.06 9.13 9.17 9.2 9.1 9.08 9.14 9.19 9.05 9.07 9.04 9.11 9.19 9.12 9.07 9.16 9.17 9.11 9.13 9.15 9.19 9.18 9.24 9.19 9.15 9.06 9.121 4 30 EXCAVACIÓN DE ANCLA P/POSTE CONC. MAT. SEMI-DURO U 9.92 9.94 10.02 10.06 10.1 9.98 9.96 10.03 10.09 9.94 9.95 9.92 10 10.08 10.01 9.96 10.05 10.06 10 10.02 10.04 10.09 10.08 10.14 10.08 10.04 9.94 10.011 4 31 EXCAVACIÓN DE ANCLA P/POSTE CONC. MAT. DURO U 11.33 11.35 11.44 11.49 11.53 11.4 11.38 11.46 11.52 11.35 11.37 11.33 11.42 11.51 11.44 11.37 11.48 11.49 11.42 11.44 11.47 11.52 11.51 11.58 11.52 11.47 11.36 11.441 4 32 EXCAVACIÓN P/POSTE DE 26` MATERIAL BLANDO Hf=1.50M U 21.5 21.54 21.71 21.79 21.88 21.63 21.59 21.74 21.85 21.53 21.57 21.5 21.67 21.84 21.69 21.57 21.78 21.8 21.66 21.71 21.75 21.86 21.84 21.97 21.85 21.76 21.55 21.71 4 33 EXCAVACIÓN P/POSTE DE 26` MATERIAL SEMI-DURO Hf=1.50M U 29.61 29.66 29.89 30.02 30.13 29.78 29.73 29.94 30.1 29.65 29.7 29.61 29.84 30.08 29.88 29.7 30 30.03 29.83 29.9 29.96 30.1 30.07 30.26 30.09 29.96 29.67 29.881 4 34 EXCAVACIÓN P/POSTE DE 26` MATERIAL DURO Hf=1.50M U 37.72 37.79 38.08 38.24 38.38 37.94 37.87 38.14 38.34 37.77 37.84 37.72 38.01 38.32 38.06 37.84 38.22 38.25 38 38.09 38.16 38.35 38.31 38.55 38.33 38.17 37.8 38.061 4 35 EXCAVACIÓN P/POSTE DE 35` MATERIAL BLANDO Hf=1.70M U 24.37 24.41 24.6 24.7 24.8 24.51 24.47 24.64 24.77 24.4 24.45 24.37 24.56 24.76 24.59 24.45 24.69 24.71 24.55 24.61 24.66 24.78 24.75 24.9 24.76 24.66 24.42 24.591 4 36 EXCAVACIÓN P/POSTE CONC. 35` MAT. SEMI-DURO H=1.50 U 18.75 18.79 18.93 19.01 19.08 18.86 18.83 18.96 19.06 18.78 18.81 18.75 18.9 19.05 18.92 18.81 19 19.02 18.89 18.94 18.97 19.07 19.05 19.16 19.06 18.98 18.79 18.921 4 37 EXCAVACIÓN P/POSTE DE 35` MATERIAL DURO Hf=1.70M U 42.79 42.87 43.2 43.38 43.54 43.04 42.97 43.27 43.49 42.85 42.92 42.79 43.12 43.47 43.18 42.93 43.35 43.39 43.11 43.21 43.29 43.5 43.46 43.73 43.48 43.3 42.88 43.181 4 38 EXCAVACIÓN P/POSTE DE 35` MATERIAL ROCOSO Hf=1.70M U 51.94 52.03 52.44 52.65 52.85 52.25 52.15 52.52 52.79 52.01 52.1 51.94 52.35 52.77 52.41 52.11 52.63 52.67 52.33 52.44 52.55 52.81 52.75 53.08 52.78 52.56 52.05 52.411 4 39 EXCAVACIÓN P/POSTE DE 30` MATERIAL DURO Hf=1.50M U 37.72 37.79 38.08 38.24 38.38 37.94 37.87 38.14 38.34 37.77 37.84 37.72 38.01 38.32 38.06 37.84 38.22 38.25 38 38.09 38.16 38.35 38.31 38.55 38.33 38.17 37.8 38.061 4 40 EXCAVACIÓN P/POSTE DE 26` MATERIAL ROCOSO Hf=1.50M U 45.83 45.91 46.27 46.46 46.64 46.1 46.02 46.34 46.58 45.89 45.97 45.83 46.19 46.56 46.24 45.98 46.44 46.48 46.17 46.27 46.37 46.6 46.54 46.83 46.57 46.38 45.93 46.251 4 41 EXCAVACIÓN DE ANCLA P/POSTE CONC.MAT. ROCA U 15.86 15.89 16.02 16.08 16.14 15.96 15.93 16.04 16.12 15.88 15.91 15.86 15.99 16.12 16.01 15.91 16.07 16.09 15.98 16.02 16.05 16.13 16.11 16.21 16.12 16.05 15.9 16.011 4 42 EXCAVACIÓN P/POSTE DE 40` MATERIAL BLANDO Hf=1.80M U 25.8 25.85 26.05 26.15 26.25 25.95 25.91 26.09 26.22 25.83 25.88 25.8 26 26.21 26.03 25.88 26.14 26.16 25.99 26.05 26.1 26.23 26.2 26.37 26.22 26.11 25.85 26.031 4 43 EXCAVACIÓN P/POSTE DE 40` MATERIAL DURO Hf=1.80M U 45.27 45.35 45.7 45.89 46.07 45.54 45.46 45.78 46.01 45.33 45.41 45.27 45.62 45.99 45.68 45.41 45.87 45.91 45.61 45.71 45.8 46.03 45.98 46.26 46 45.81 45.37 45.681 4 44 CONFORMACIÓN DE TALUD M3 8.41 8.42 8.49 8.52 8.56 8.46 8.44 8.5 8.55 8.42 8.43 8.41 8.47 8.54 8.48 8.43 8.52 8.53 8.47 8.49 8.51 8.55 8.54 8.59 8.54 8.51 8.43 8.481 4 45 M3 17.85 17.89 18.03 18.1 18.17 17.96 17.93 18.05 18.15 17.88 17.91 17.85 17.99 18.14 18.02 17.91 18.09 18.11 17.99 18.03 18.06 18.15 18.13 18.25 18.14 18.07 17.89 18.021 4 46 EXCAVACION A MANO MAYOR 3.00(ROCA) M3 72.04 72.17 72.73 73.02 73.3 72.46 72.33 72.84 73.22 72.13 72.26 72.04 72.6 73.18 72.68 72.27 72.99 73.05 72.58 72.73 72.88 73.24 73.16 73.61 73.2 72.89 72.19 72.691 4 47 EXCAVACION P/POSTE CONC. 45 MAT. BLANDO U 35.25 35.31 35.59 35.73 35.87 35.46 35.4 35.65 35.83 35.3 35.36 35.25 35.53 35.81 35.57 35.36 35.72 35.75 35.52 35.59 35.66 35.84 35.8 36.02 35.82 35.67 35.33 35.571 4 48 EXCAVACION P/POSTE CONC. 45 MAT. DURO U 61.69 61.8 62.28 62.53 62.78 62.05 61.94 62.38 62.7 61.77 61.88 61.69 62.17 62.67 62.24 61.89 62.5 62.56 62.15 62.29 62.41 62.72 62.65 63.04 62.69 62.42 61.82 62.251 4 49 EXCAVACION C/MAQUINA 60% TOBA 40% ROCA M3 2.45 2.45 2.47 2.48 2.49 2.46 2.46 2.48 2.49 2.45 2.46 2.45 2.47 2.49 2.47 2.46 2.48 2.48 2.47 2.47 2.48 2.49 2.49 2.5 2.49 2.48 2.45 2.471 4 50 EXCAVACION MAYOR DE 3.0M EN ARENA CONSOLIDADA M3 22.04 22.08 22.24 22.33 22.41 22.17 22.13 22.28 22.39 22.07 22.11 22.04 22.21 22.38 22.23 22.11 22.32 22.34 22.2 22.25 22.29 22.39 22.37 22.51 22.38 22.29 22.08 22.231 4 51 EXCAVACIÓN EN ROCA M3 52.88 52.97 53.38 53.6 53.81 53.19 53.09 53.47 53.74 52.95 53.04 52.88 53.29 53.72 53.35 53.05 53.57 53.62 53.27 53.39 53.5 53.76 53.7 54.03 53.73 53.51 52.99 53.361 4 52 Excavación en roca con jack hammer M3 49.3 49.38 49.77 49.96 50.16 49.58 49.5 49.84 50.1 49.36 49.45 49.3 49.68 50.07 49.74 49.45 49.94 49.98 49.66 49.77 49.87 50.11 50.06 50.36 50.09 49.88 49.4 49.741 4 53 CORTE EN TERRAZA MATERIAL SEMI DURO CON MAQUINARIA M3 1.45 1.45 1.46 1.47 1.47 1.46 1.45 1.46 1.47 1.45 1.45 1.45 1.46 1.47 1.46 1.45 1.47 1.47 1.46 1.46 1.47 1.47 1.47 1.48 1.47 1.47 1.45 1.461 4 54 CORTE EN TERRAZA (CON MAQUINARIA) MATERIAL DURO M3 2.81 2.81 2.83 2.85 2.86 2.82 2.82 2.84 2.85 2.81 2.82 2.81 2.83 2.85 2.83 2.82 2.84 2.85 2.83 2.83 2.84 2.85 2.85 2.87 2.85 2.84 2.81 2.831 4 55 Dragado de río con maquinaria M3 2.47 2.48 2.5 2.51 2.52 2.49 2.48 2.5 2.51 2.48 2.48 2.47 2.49 2.51 2.49 2.48 2.5 2.51 2.49 2.5 2.5 2.51 2.51 2.53 2.51 2.5 2.48 2.491 4 56 Excavación para tuberías AP & SB o canalizaciones eléctricas M3 5.72 5.73 5.78 5.8 5.82 5.75 5.74 5.79 5.81 5.73 5.74 5.72 5.77 5.81 5.77 5.74 5.8 5.8 5.76 5.78 5.79 5.82 5.81 5.85 5.81 5.79 5.73 5.771 4 83 Perforacion con maquinaria liviana para colado de pilotes in situ d= 0;30 mts; incluye desalojo M 7.59 7.6 7.66 7.69 7.72 7.63 7.62 7.67 7.71 7.6 7.61 7.59 7.65 7.71 7.66 7.61 7.69 7.7 7.65 7.66 7.68 7.72 7.71 7.76 7.71 7.68 7.61 7.661 4 84 Perforación con maquinaria liviana para colado de pilotes in situ d= 0;40 mts; incluye desalojo M 9.59 9.61 9.68 9.72 9.76 9.65 9.63 9.7 9.75 9.6 9.62 9.59 9.66 9.74 9.68 9.62 9.72 9.73 9.66 9.68 9.7 9.75 9.74 9.8 9.75 9.7 9.61 9.681 4 86 PERFORACION EN ROCA CON TALADRO ROTOMARTILLO M 4.89 4.9 4.94 4.96 4.98 4.92 4.91 4.95 4.97 4.9 4.91 4.89 4.93 4.97 4.94 4.91 4.96 4.96 4.93 4.94 4.95 4.97 4.97 5 4.97 4.95 4.9 4.941 4 87 Escarificado y remoción de tierra (de humeda a lodo) utilizando minicargador M3 4.01 4.02 4.05 4.07 4.08 4.04 4.03 4.06 4.08 4.02 4.03 4.01 4.04 4.08 4.05 4.03 4.07 4.07 4.04 4.05 4.06 4.08 4.08 4.1 4.08 4.06 4.02 4.051 4 88 Excavación a mano en material semiduro (en lecho de río o quebrada) M3 19.58 19.61 19.77 19.85 19.92 19.69 19.66 19.8 19.9 19.6 19.64 19.58 19.73 19.89 19.75 19.64 19.84 19.85 19.73 19.77 19.81 19.91 19.88 20.01 19.9 19.81 19.62 19.761 4 89 Excavación a mano en material duro en lecho de río o quebrada (con almadana y punta) M3 23.14 23.18 23.36 23.46 23.55 23.27 23.23 23.4 23.52 23.17 23.21 23.14 23.32 23.51 23.35 23.21 23.44 23.46 23.31 23.36 23.41 23.52 23.5 23.64 23.51 23.41 23.19 23.35

LIMPIEZA (CHAPEO CON RBOLES Y/O ESPINOS)

EXCAV. POZO ARTES.EN NIVEL FRE TICO MAT.BLANDO.

EXCAV.POZO ARTES.EN NIVEL FRE TICOMAT.DURO O ROCA

EXCAVACIÓN A MANO BAJO NIVEL FRE TICO

1 4 91 Excavación para tuberías AP & SB en calles CA-3 con carpeta asfáltica incluye relleno con suelo-cementto M 30.87 30.92 31.15 31.29 31.41 31.04 30.98 31.21 31.37 30.91 30.96 30.87 31.11 31.35 31.14 30.96 31.27 31.3 31.09 31.16 31.24 31.38 31.34 31.54 31.36 31.24 30.93 31.141 4 92 EXCAVACIÓN P/POSTE DE 40` MATERIAL ROCOSO Hf=1.80M U 55 55.1 55.53 55.75 55.97 55.32 55.23 55.62 55.9 55.07 55.17 55 55.43 55.87 55.5 55.18 55.73 55.78 55.41 55.53 55.64 55.92 55.86 56.2 55.89 55.65 55.12 55.51 4 93 EXCAVACIÓN P/POSTE DE 40` MATERIAL SEMI-DURO Hf=1.80M U 35.53 35.59 35.87 36.02 36.16 35.74 35.68 35.93 36.11 35.58 35.64 35.53 35.81 36.09 35.85 35.64 36 36.03 35.8 35.87 35.95 36.12 36.08 36.31 36.11 35.95 35.6 35.851 4 94 EXCAVACIÓN P/POSTE DE 35` MATERIAL SEMI-DURO Hf=1.70M U 35.58 35.64 35.92 36.07 36.21 35.79 35.73 35.98 36.16 35.63 35.69 35.58 35.86 36.15 35.9 35.69 36.05 36.08 35.85 35.93 36 36.17 36.14 36.36 36.16 36 35.65 35.91 4 95 EXCAVACIÓN P/POSTE DE 30` MATERIAL SEMI-DURO Hf=1.50M U 29.61 29.66 29.89 30.02 30.13 29.78 29.73 29.94 30.1 29.65 29.7 29.61 29.84 30.08 29.88 29.7 30 30.03 29.83 29.9 29.96 30.1 30.07 30.26 30.09 29.96 29.67 29.881 4 96 EXCAVACIÓN P/POSTE DE 30` MATERIAL BLANDO Hf=1.50M U 21.5 21.54 21.71 21.79 21.88 21.63 21.59 21.74 21.85 21.53 21.57 21.5 21.67 21.84 21.69 21.57 21.78 21.8 21.66 21.71 21.75 21.86 21.84 21.97 21.85 21.76 21.55 21.71 4 97 EXCAVACIÓN P/POSTE DE 30` MATERIAL ROCOSO Hf=1.50M U 45.83 45.91 46.27 46.46 46.64 46.1 46.02 46.34 46.58 45.89 45.97 45.83 46.19 46.56 46.24 45.98 46.44 46.48 46.17 46.27 46.37 46.6 46.54 46.83 46.57 46.38 45.93 46.251 5 1 RELLENO COMPACTADO CON MATERIAL EXISTENTE M3 12.78 12.81 12.91 12.96 13.01 12.86 12.84 12.93 13 12.8 12.82 12.78 12.88 12.99 12.9 12.82 12.95 12.96 12.88 12.91 12.93 13 12.99 13.06 12.99 12.94 12.81 12.91 5 2 RELLENO COMPACTADO SUELO-CEM. 20:1 (C/MAT.SELECTO). M3 34.62 34.68 34.95 35.09 35.23 34.82 34.75 35 35.19 34.66 34.72 34.62 34.89 35.17 34.93 34.72 35.07 35.1 34.88 34.95 35.02 35.2 35.16 35.37 35.18 35.03 34.69 34.931 5 3 RELLENO COMPACTADO CON MATERIAL SELECTO (MASIVO) M3 19.81 19.85 20 20.08 20.16 19.93 19.89 20.03 20.14 19.84 19.87 19.81 19.97 20.13 19.99 19.88 20.07 20.09 19.96 20.01 20.04 20.14 20.12 20.25 20.13 20.05 19.85 19.991 5 4 RELLENO COMPACTADO SUELO-CAL-CEM. 30:1:1 C/MAT.EXI M3 27.67 27.71 27.93 28.04 28.16 27.83 27.77 27.97 28.12 27.7 27.75 27.67 27.88 28.11 27.92 27.75 28.03 28.05 27.88 27.93 27.99 28.13 28.1 28.27 28.12 27.99 27.72 27.921 5 5 RELLENO COMPACTADO SUELO-CAL 20:1 (C/MAT.EXISTENTE M3 27.02 27.06 27.28 27.38 27.49 27.18 27.12 27.32 27.46 27.05 27.1 27.02 27.23 27.45 27.26 27.1 27.37 27.39 27.22 27.28 27.33 27.47 27.44 27.6 27.46 27.33 27.07 27.261 5 6 Lodocreto proporción 20:1 c/material selecto M3 34.22 34.28 34.54 34.68 34.82 34.42 34.36 34.6 34.78 34.26 34.32 34.22 34.48 34.76 34.52 34.33 34.67 34.7 34.47 34.55 34.62 34.79 34.75 34.97 34.77 34.62 34.29 34.531 5 7 RELLENO COMPACTADO SUELO-CEM. 30:1 (C/MAT.EXISTENT M3 30.35 30.4 30.64 30.76 30.89 30.53 30.47 30.69 30.85 30.39 30.44 30.35 30.59 30.84 30.63 30.44 30.75 30.77 30.58 30.65 30.7 30.86 30.83 31.01 30.85 30.71 30.41 30.631 5 8 RELLENO COMPACTADO SUELO-CEMENTO 20:1 CON MATERIAL DEL LUGAR M3 34.03 34.08 34.35 34.49 34.63 34.23 34.16 34.41 34.59 34.07 34.13 34.03 34.29 34.57 34.33 34.13 34.47 34.5 34.28 34.36 34.42 34.6 34.56 34.77 34.58 34.43 34.09 34.341 5 9 RELLENO COMPACTADO SUELO-CEM. 40:1 CON MATERIAL DEL LUGAR M3 20.95 20.99 21.15 21.23 21.32 21.08 21.03 21.19 21.3 20.98 21.01 20.95 21.12 21.29 21.14 21.02 21.23 21.24 21.11 21.16 21.2 21.31 21.28 21.41 21.3 21.2 20.99 21.141 5 10 RELLENO COMPACTADO SUELO-CEM. 40:1 (CON MATERIAL SELECTO) M3 28.11 28.16 28.38 28.49 28.61 28.28 28.22 28.42 28.58 28.15 28.19 28.11 28.33 28.56 28.36 28.2 28.48 28.5 28.32 28.38 28.44 28.58 28.55 28.72 28.57 28.44 28.17 28.371 5 11 Relleno compactado con suelo-cemento proporción 15:1 (c/material selecto) M3 39.29 39.36 39.67 39.83 39.98 39.52 39.45 39.73 39.93 39.34 39.41 39.29 39.6 39.91 39.64 39.42 39.81 39.84 39.58 39.67 39.75 39.95 39.9 40.15 39.93 39.76 39.37 39.651 5 12 RELLENO COMPACTADO SUELO-CEM. 10:1 (C/MAT.SELECTO) M3 56.76 56.86 57.3 57.53 57.76 57.1 56.98 57.39 57.69 56.83 56.93 56.76 57.2 57.66 57.27 56.93 57.5 57.55 57.19 57.31 57.42 57.71 57.65 58 57.68 57.43 56.87 57.271 5 14 RELLENO COMPACTADO C/MAQUINA(RODILLO PEQUENO) M3 6.76 6.77 6.82 6.85 6.88 6.8 6.78 6.83 6.87 6.77 6.78 6.76 6.81 6.87 6.82 6.78 6.85 6.85 6.81 6.82 6.84 6.87 6.87 6.9 6.87 6.84 6.77 6.821 5 15 MATERIAL GRANULAR BASE P/TUBERÍAS DE AGUAS NEGRAS M3 27.27 27.32 27.53 27.64 27.75 27.43 27.38 27.57 27.71 27.3 27.35 27.27 27.48 27.7 27.51 27.35 27.63 27.65 27.47 27.53 27.59 27.72 27.69 27.86 27.71 27.59 27.32 27.521 5 16 Relleno compactado con grava comp. con equipo liviano M3 46.84 46.92 47.29 47.48 47.66 47.12 47.03 47.36 47.61 46.9 46.99 46.84 47.21 47.59 47.26 46.99 47.46 47.5 47.19 47.29 47.39 47.62 47.57 47.87 47.6 47.4 46.94 47.271 5 17 Relleno compactado con material del lugar c/bailarina M3 10.92 10.94 11.03 11.07 11.12 10.99 10.97 11.05 11.1 10.94 10.96 10.92 11.01 11.1 11.02 10.96 11.07 11.08 11.01 11.03 11.05 11.11 11.09 11.16 11.1 11.05 10.95 11.021 5 18 RELLENO COMPACTADO CON MAT. SELECTO C/BAILARINA M3 20.03 20.06 20.22 20.3 20.38 20.15 20.11 20.25 20.36 20.05 20.09 20.03 20.18 20.35 20.21 20.09 20.29 20.31 20.18 20.22 20.26 20.36 20.34 20.47 20.35 20.27 20.07 20.211 5 19 FILTRO EN FOSO M3 38.96 39.03 39.34 39.5 39.65 39.19 39.12 39.4 39.6 39.01 39.08 38.96 39.27 39.58 39.31 39.09 39.48 39.51 39.25 39.34 39.42 39.61 39.57 39.82 39.59 39.43 39.04 39.321 5 20 RELLENO COMPACTADO CON TIERRA BLANCA H=1.50 A 3 MT M3 26.9 26.95 27.16 27.27 27.38 27.06 27.01 27.2 27.35 26.93 26.98 26.9 27.11 27.33 27.14 26.98 27.25 27.28 27.11 27.16 27.21 27.35 27.32 27.49 27.34 27.22 26.95 27.151 5 21 RELLENO C/MATERIAL EXIST. H=1.50 A 3.00 MTS. M3 14.1 14.13 14.24 14.29 14.35 14.18 14.16 14.26 14.33 14.12 14.14 14.1 14.21 14.32 14.23 14.15 14.29 14.3 14.21 14.24 14.27 14.34 14.32 14.41 14.33 14.27 14.13 14.231 5 22 Hechura y colocacion de lodocreto 180 kg/cm2 M3 33.57 33.63 33.89 34.03 34.16 33.76 33.7 33.94 34.12 33.61 33.67 33.57 33.83 34.1 33.87 33.67 34.01 34.04 33.82 33.89 33.96 34.13 34.09 34.3 34.11 33.97 33.64 33.871 5 25 ARENA M3 11.74 11.76 11.85 11.9 11.95 11.81 11.79 11.87 11.93 11.76 11.78 11.74 11.83 11.93 11.85 11.78 11.9 11.91 11.83 11.85 11.88 11.94 11.92 12 11.93 11.88 11.76 11.851 5 26 Relleno compactado con Suelo-Cemento Prop 6:1 (c/bailarina) M3 55.03 55.12 55.55 55.78 56 55.35 55.25 55.64 55.93 55.1 55.19 55.03 55.46 55.9 55.52 55.2 55.75 55.8 55.44 55.56 55.67 55.95 55.89 56.23 55.92 55.68 55.14 55.531 5 28 Relleno compactado con material selecto en protección de tuberías de AP & SB M3 20.15 20.19 20.34 20.43 20.5 20.27 20.23 20.37 20.48 20.18 20.21 20.15 20.31 20.47 20.33 20.21 20.42 20.43 20.3 20.34 20.39 20.49 20.46 20.59 20.48 20.39 20.19 20.331 5 29 Suministro de material de relleno (De banco de prestamo de la zona) M3 7.49 7.5 7.55 7.57 7.6 7.53 7.51 7.56 7.59 7.5 7.51 7.49 7.54 7.59 7.54 7.51 7.57 7.57 7.54 7.55 7.56 7.59 7.58 7.62 7.59 7.56 7.5 7.541 5 31 Relleno compactado con material existente en tuberías de AP & SB M3 8.9 8.92 8.98 9.02 9.06 8.95 8.94 9 9.05 8.91 8.93 8.9 8.97 9.04 8.98 8.93 9.02 9.02 8.97 8.99 9 9.05 9.04 9.09 9.04 9.01 8.92 8.981 5 32 RELLENO CON CASCAJO ROJO M3 20.41 20.45 20.61 20.69 20.77 20.53 20.5 20.64 20.75 20.44 20.48 20.41 20.57 20.74 20.6 20.48 20.68 20.7 20.57 20.61 20.65 20.75 20.73 20.86 20.74 20.66 20.46 20.61 5 33 RELLENO COMPACTADO CON HORMIGON M3 18.38 18.41 18.56 18.63 18.71 18.49 18.46 18.59 18.68 18.41 18.44 18.38 18.53 18.67 18.55 18.44 18.62 18.64 18.52 18.56 18.6 18.69 18.67 18.78 18.68 18.6 18.42 18.551 5 34 Comformacion de Ripio en Graderios M3 4.6 4.61 4.64 4.66 4.68 4.62 4.62 4.65 4.67 4.6 4.61 4.6 4.63 4.67 4.64 4.61 4.66 4.66 4.63 4.64 4.65 4.67 4.67 4.7 4.67 4.65 4.61 4.641 5 36 Estabilización de suelo con cal hidratada al 4% y material del lugar M3 16.42 16.45 16.58 16.65 16.72 16.53 16.49 16.61 16.7 16.44 16.47 16.42 16.55 16.69 16.57 16.47 16.64 16.65 16.55 16.58 16.61 16.7 16.69 16.78 16.69 16.62 16.46 16.571 5 38 Estabilizacion de subbase con suelo cemento 20:1 con maq. pesada y material del lugar M3 20.78 20.81 20.97 21.06 21.13 20.9 20.86 21 21.11 20.8 20.84 20.78 20.93 21.1 20.96 20.84 21.05 21.06 20.93 20.97 21.01 21.12 21.09 21.22 21.11 21.02 20.82 20.961 5 39 Estabilizacion de sub base con suelo cal 25:1 (4%) con maquinaria pesada y material del lugar M3 13.53 13.55 13.65 13.7 13.76 13.6 13.58 13.67 13.74 13.54 13.57 13.53 13.63 13.73 13.64 13.57 13.7 13.71 13.62 13.65 13.68 13.74 13.73 13.81 13.74 13.68 13.55 13.641 5 40 Hechura y Colocación de Lodocreto al 7% en volumen M3 52.51 52.6 53.01 53.22 53.43 52.82 52.72 53.09 53.37 52.57 52.66 52.51 52.92 53.35 52.98 52.67 53.2 53.24 52.91 53.02 53.12 53.39 53.33 53.65 53.36 53.13 52.61 52.991 5 42 RELLENO DE ESPIGON. UTILIZANDO MAQUINARIA PESADA M3 38.58 38.65 38.95 39.11 39.26 38.81 38.74 39.01 39.21 38.63 38.7 38.58 38.88 39.2 38.93 38.71 39.09 39.13 38.87 38.96 39.03 39.23 39.18 39.43 39.21 39.04 38.66 38.931 5 43 Relleno con piedra entre muros de mamposteria; c/maquinaria pesada M3 35.85 35.92 36.2 36.34 36.48 36.06 36 36.25 36.44 35.9 35.96 35.85 36.13 36.42 36.18 35.97 36.33 36.36 36.12 36.2 36.27 36.45 36.41 36.64 36.43 36.28 35.93 36.181 5 44 ESCOLLERA (MANTO DE PIEDRA DE 0.5 MTS. DE ESPESOR COLOCADO SOBRE PEDRAPLEN Ó ESPIGON) M2 38.85 38.92 39.22 39.38 39.53 39.08 39.01 39.29 39.49 38.9 38.97 38.85 39.15 39.47 39.2 38.97 39.36 39.4 39.14 39.23 39.3 39.5 39.46 39.7 39.48 39.31 38.93 39.21 5 45 RELLENO COMPACTADO SUELO CEMENTO 20:2 (UTILIZANDO CEMENTO TIPO V) M3 50.72 50.82 51.21 51.42 51.62 51.02 50.93 51.29 51.56 50.79 50.88 50.72 51.12 51.53 51.18 50.89 51.39 51.44 51.11 51.22 51.32 51.57 51.52 51.83 51.55 51.33 50.83 51.191 5 46 BASE DE LODOCRETO 1:20 EN UNA PROP. DE 40%(Mat. del lugar) CONVINADO CON PIEDRA EN UNA PROP. DE 60% M3 38.28 38.35 38.65 38.8 38.95 38.5 38.44 38.71 38.91 38.33 38.4 38.28 38.58 38.89 38.62 38.4 38.78 38.82 38.57 38.65 38.73 38.92 38.88 39.12 38.9 38.73 38.36 38.631 5 48 Volcado de material existente para relleno M3 5.87 5.88 5.93 5.95 5.98 5.91 5.9 5.94 5.97 5.88 5.89 5.87 5.92 5.97 5.93 5.89 5.95 5.96 5.92 5.93 5.94 5.97 5.97 6 5.97 5.94 5.89 5.931 5 49 PIEDRAPLÉN M3 43.67 43.75 44.09 44.27 44.44 43.93 43.85 44.16 44.38 43.72 43.8 43.67 44.01 44.36 44.06 43.81 44.24 44.28 44 44.09 44.18 44.4 44.35 44.62 44.38 44.19 43.76 44.071 5 50 RELLENO ESTRUCTURAL PARA MURO 50% LODOCRETO AL 7% Y 50% PIEDRA M3 47.21 47.28 47.67 47.86 48.04 47.5 47.41 47.74 47.98 47.27 47.36 47.21 47.58 47.96 47.65 47.36 47.83 47.87 47.57 47.67 47.77 48 47.96 48.24 47.98 47.77 47.31 47.651 5 51 CONSTRUCCIÓN DE BORDA CON MATERIAL DEL LUGAR C/u 4.7 4.71 4.74 4.76 4.78 4.73 4.72 4.75 4.78 4.71 4.71 4.7 4.74 4.78 4.74 4.71 4.76 4.76 4.74 4.75 4.75 4.78 4.77 4.8 4.78 4.76 4.71 4.741 5 52 Colocacion y compactado de base de arcilla M3 19 19.04 19.18 19.26 19.34 19.11 19.08 19.21 19.31 19.03 19.06 19 19.15 19.3 19.17 19.06 19.25 19.27 19.14 19.19 19.22 19.32 19.3 19.42 19.31 19.23 19.04 19.171 5 53 RELLENO ENTRE MUROS CON MATERIAL DE PRESTAMO (TODO EN UNO) M3 22.04 22.08 22.24 22.33 22.41 22.16 22.13 22.28 22.39 22.07 22.1 22.04 22.2 22.37 22.23 22.11 22.32 22.34 22.2 22.24 22.29 22.39 22.37 22.5 22.38 22.3 22.09 22.241 5 55 Hechura y colocación de lodocreto al 7% (En talud y lecho de río o quebrada) M3 61.9 62 62.49 62.74 62.99 62.27 62.14 62.59 62.92 61.97 62.08 61.9 62.38 62.89 62.45 62.09 62.71 62.76 62.36 62.5 62.62 62.94 62.87 63.25 62.9 62.63 62.02 62.461 5 56 Escarificado de 15 cms. y compactado de subrasante con cal al 3% (utilizando motiniveladora y rodo) M2 2.11 2.11 2.13 2.14 2.15 2.12 2.12 2.13 2.15 2.11 2.12 2.11 2.13 2.14 2.13 2.12 2.14 2.14 2.13 2.13 2.14 2.15 2.14 2.16 2.15 2.14 2.11 2.131 5 57 Relleno compactado de base con material granular (chispa). con motoniveladora y rodo compactador M3 29.58 29.63 29.87 29.98 30.11 29.76 29.7 29.91 30.07 29.62 29.67 29.58 29.81 30.06 29.85 29.67 29.97 29.99 29.81 29.87 29.92 30.08 30.05 30.23 30.07 29.93 29.64 29.851 5 59 Relleno compactado de base con material del lugar y cemento al 3% con equipo liviano M3 20.04 20.08 20.24 20.32 20.4 20.16 20.12 20.27 20.37 20.07 20.1 20.04 20.2 20.36 20.22 20.11 20.31 20.32 20.19 20.24 20.28 20.38 20.36 20.48 20.37 20.28 20.08 20.231 5 60 Lodocreto con material selecto al 3% M3 35.83 35.88 36.13 36.26 36.39 36.02 35.95 36.18 36.35 35.87 35.92 35.83 36.08 36.34 36.11 35.93 36.24 36.27 36.07 36.14 36.2 36.36 36.33 36.52 36.35 36.2 35.89 36.121 5 61 RELLENO COMPACTADO SUELO-CAL 20:1 (C/MATERIAL SELECTO) M3 28.28 28.33 28.55 28.66 28.78 28.45 28.39 28.59 28.75 28.31 28.36 28.28 28.5 28.73 28.53 28.37 28.65 28.67 28.49 28.55 28.61 28.76 28.73 28.9 28.74 28.61 28.34 28.541 6 1 DESALOJO DE MATERIAL M3 7.26 7.27 7.33 7.36 7.39 7.3 7.29 7.34 7.38 7.27 7.28 7.26 7.31 7.37 7.32 7.28 7.35 7.36 7.31 7.33 7.34 7.38 7.37 7.42 7.38 7.34 7.27 7.321 6 3 Desalojo con maquinaria M3 3.56 3.57 3.59 3.61 3.62 3.58 3.57 3.6 3.62 3.56 3.57 3.56 3.59 3.62 3.59 3.57 3.61 3.61 3.59 3.59 3.6 3.62 3.61 3.64 3.62 3.6 3.57 3.591 6 6 Desalojo de material sobrante en carretilla distancia aproximada de acarreo 50 m M3 3.56 3.56 3.59 3.6 3.62 3.58 3.57 3.6 3.61 3.56 3.57 3.56 3.58 3.61 3.59 3.57 3.6 3.61 3.58 3.59 3.6 3.62 3.61 3.63 3.61 3.6 3.56 3.591 6 7 ACHICAR AGUA (CON BOMBA CENTRÍFUGA) Día 49.16 49.24 49.63 49.83 50.02 49.45 49.36 49.71 49.96 49.22 49.31 49.16 49.54 49.94 49.6 49.31 49.8 49.85 49.52 49.63 49.73 49.98 49.92 50.23 49.95 49.74 49.26 49.61 6 8 Acopio de material sobrante dentro del proyecto M3 0.59 0.59 0.59 0.59 0.6 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.6 0.59 0.6 0.59 0.59 0.59 0.591 6 10 Remoción de tierra saturada en forma manual (con pala piocha y carretilla) M3 7.81 7.82 7.88 7.91 7.95 7.85 7.84 7.9 7.94 7.82 7.83 7.81 7.87 7.93 7.88 7.83 7.91 7.92 7.87 7.88 7.9 7.94 7.93 7.98 7.93 7.9 7.82 7.881 6 11 Desalojo material exc en lecho de río-quebrada acarreo aprox en retro-excavadora 60m hasta c/volteo M3 12.29 12.31 12.41 12.46 12.51 12.36 12.34 12.43 12.49 12.31 12.33 12.29 12.39 12.49 12.4 12.33 12.45 12.46 12.38 12.41 12.43 12.5 12.48 12.56 12.49 12.44 12.32 12.41 6 12 Remoción de llantas U 0.76 0.76 0.77 0.77 0.78 0.77 0.77 0.77 0.77 0.76 0.76 0.76 0.77 0.77 0.77 0.76 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.78 0.77 0.77 0.76 0.771 6 13 DESALOJO DE MATERIAL CON EQUIPO M3 2.19 2.2 2.22 2.22 2.23 2.21 2.2 2.22 2.23 2.2 2.2 2.19 2.21 2.23 2.21 2.2 2.22 2.23 2.21 2.22 2.22 2.23 2.23 2.24 2.23 2.22 2.2 2.211 6 14 Desalojo de material. incluye desalojo en carretilla hasta acopio y desalojo con maq. fuera del proy M3 5.74 5.76 5.8 5.82 5.85 5.78 5.78 5.8 5.85 5.76 5.76 5.74 5.79 5.85 5.79 5.76 5.82 5.83 5.79 5.8 5.81 5.85 5.85 5.88 5.85 5.81 5.76 5.791 6 15 Desalojo de material sobrante en carretilla distancia aproximada de acarreo 25 m M3 2.84 2.85 2.87 2.88 2.9 2.86 2.86 2.87 2.9 2.85 2.85 2.84 2.86 2.9 2.86 2.85 2.88 2.89 2.86 2.87 2.87 2.9 2.9 2.91 2.9 2.87 2.85 2.861 7 1 Demolición y desalojo interno de mampostería M3 13.2 13.23 13.33 13.38 13.43 13.28 13.26 13.35 13.42 13.22 13.24 13.2 13.3 13.41 13.32 13.24 13.38 13.39 13.3 13.33 13.36 13.42 13.41 13.49 13.42 13.36 13.23 13.321 7 2 DEMOLICIÓN DE PARED DE SALTEX M2 1.53 1.54 1.55 1.55 1.56 1.54 1.54 1.55 1.56 1.54 1.54 1.53 1.55 1.56 1.55 1.54 1.55 1.56 1.55 1.55 1.55 1.56 1.56 1.57 1.56 1.55 1.54 1.551 7 3 Demolición manual de concreto armado M3 42.23 42.31 42.63 42.81 42.97 42.48 42.4 42.7 42.92 42.28 42.36 42.23 42.56 42.9 42.61 42.36 42.79 42.82 42.55 42.64 42.72 42.93 42.89 43.15 42.91 42.73 42.32 42.611 7 4 DEMOLICIÓN DE MURO DE PIEDRA M3 23.49 23.54 23.72 23.82 23.91 23.63 23.59 23.76 23.88 23.53 23.57 23.49 23.68 23.87 23.71 23.57 23.81 23.83 23.67 23.72 23.77 23.89 23.86 24.01 23.88 23.77 23.54 23.711 7 5 DEMOLICION DE PAVIMENTO(CONCRETO HIDRAULICO) M2 3.37 3.37 3.4 3.41 3.43 3.39 3.38 3.4 3.42 3.37 3.38 3.37 3.39 3.42 3.4 3.38 3.41 3.41 3.39 3.4 3.41 3.42 3.42 3.44 3.42 3.41 3.37 3.41 7 6 Demolición de piso (de cementotipo acera) M2 1.18 1.18 1.19 1.19 1.2 1.18 1.18 1.19 1.19 1.18 1.18 1.18 1.18 1.19 1.19 1.18 1.19 1.19 1.18 1.19 1.19 1.2 1.19 1.2 1.19 1.19 1.18 1.191 7 7 Desmontaje de estructura de techo de madera M2 2.4 2.4 2.42 2.43 2.44 2.41 2.41 2.42 2.44 2.4 2.41 2.4 2.42 2.44 2.42 2.41 2.43 2.43 2.42 2.42 2.43 2.44 2.44 2.45 2.44 2.43 2.4 2.421 7 8 DEMOLICIÓN DE TUBERÍA DE 8" M 0.92 0.92 0.93 0.93 0.93 0.92 0.92 0.93 0.93 0.92 0.92 0.92 0.92 0.93 0.92 0.92 0.93 0.93 0.92 0.93 0.93 0.93 0.93 0.94 0.93 0.93 0.92 0.921 7 9 DEMOLICIÓN DE GRADA M 1.39 1.4 1.41 1.41 1.42 1.4 1.4 1.41 1.42 1.39 1.4 1.39 1.4 1.41 1.4 1.4 1.41 1.41 1.4 1.41 1.41 1.42 1.41 1.42 1.42 1.41 1.4 1.411 7 10 DEMOLICIÓN DE PARED DE LAZO M2 1.73 1.73 1.74 1.75 1.76 1.74 1.73 1.75 1.76 1.73 1.73 1.73 1.74 1.75 1.74 1.73 1.75 1.75 1.74 1.74 1.75 1.76 1.75 1.77 1.76 1.75 1.73 1.741 7 11 DEMOLICIÓN DE PARED DE ADOBE M2 3.77 3.78 3.81 3.82 3.84 3.79 3.79 3.81 3.83 3.78 3.78 3.77 3.8 3.83 3.81 3.78 3.82 3.83 3.8 3.81 3.82 3.83 3.83 3.85 3.83 3.82 3.78 3.811 7 12 M3 78.5 78.65 79.26 79.58 79.89 78.97 78.83 79.38 79.79 78.61 78.75 78.5 79.12 79.75 79.21 78.76 79.54 79.61 79.09 79.27 79.42 79.82 79.73 80.22 79.78 79.44 78.67 79.221 7 13 DEMOLICION DE REPELLO M2 0.93 0.94 0.94 0.95 0.95 0.94 0.94 0.94 0.95 0.94 0.94 0.93 0.94 0.95 0.94 0.94 0.95 0.95 0.94 0.94 0.95 0.95 0.95 0.95 0.95 0.95 0.94 0.941 7 14 DEMOLICION DE PAVIMENTO ASFALTICO M2 1.96 1.96 1.98 1.98 1.99 1.97 1.96 1.98 1.99 1.96 1.96 1.96 1.97 1.99 1.97 1.96 1.98 1.98 1.97 1.98 1.98 1.99 1.99 2 1.99 1.98 1.96 1.971 7 15 DEMOLICIÓN CAJA A.N. 1.0X2.5XH=2.00 MTS Ó SIMILAR U 30.42 30.48 30.71 30.84 30.96 30.6 30.55 30.76 30.92 30.46 30.52 30.42 30.66 30.91 30.7 30.52 30.82 30.85 30.65 30.72 30.78 30.93 30.9 31.09 30.91 30.78 30.49 30.71 7 16 DEMOLICIÓN CAJA A.N. 1.0X1.25XH=2.00 MTS Ó SIMILAR U 21.47 21.51 21.67 21.76 21.85 21.59 21.56 21.71 21.82 21.5 21.53 21.47 21.64 21.81 21.66 21.54 21.75 21.77 21.63 21.68 21.72 21.83 21.8 21.94 21.82 21.72 21.51 21.661 7 17 DEMOLICIÓN DE TUBERÍA DE 24" M 4.07 4.08 4.11 4.13 4.14 4.1 4.09 4.12 4.14 4.08 4.08 4.07 4.1 4.14 4.11 4.08 4.13 4.13 4.1 4.11 4.12 4.14 4.14 4.16 4.14 4.12 4.08 4.111 7 18 Demolición de pared de canto incluye acarreo interno M2 2.47 2.48 2.5 2.51 2.52 2.49 2.48 2.5 2.52 2.48 2.48 2.47 2.49 2.51 2.5 2.48 2.51 2.51 2.49 2.5 2.5 2.52 2.51 2.53 2.51 2.5 2.48 2.51 7 19 DEMOLICIÓN DE PARED DE TRINCHERA M2 4.16 4.17 4.2 4.22 4.23 4.18 4.18 4.21 4.23 4.17 4.17 4.16 4.19 4.23 4.2 4.17 4.21 4.22 4.19 4.2 4.21 4.23 4.22 4.25 4.23 4.21 4.17 4.21 7 20 Demolición de pretil de ladrillo de barro incluye acarreo interno M 1.21 1.21 1.22 1.23 1.23 1.22 1.21 1.22 1.23 1.21 1.21 1.21 1.22 1.23 1.22 1.21 1.23 1.23 1.22 1.22 1.22 1.23 1.23 1.24 1.23 1.22 1.21 1.221 7 21 DEMOLICION DE GRADAS DE CONCRETO M 1.9 1.9 1.92 1.93 1.93 1.91 1.91 1.92 1.93 1.9 1.91 1.9 1.92 1.93 1.92 1.91 1.93 1.93 1.92 1.92 1.92 1.93 1.93 1.94 1.93 1.92 1.9 1.921 7 22 DEMOLICIÓN URINARIO COLECTIVO M 8.81 8.83 8.9 8.93 8.97 8.86 8.85 8.91 8.96 8.82 8.84 8.81 8.88 8.95 8.89 8.84 8.93 8.94 8.88 8.9 8.92 8.96 8.95 9.01 8.96 8.92 8.83 8.891 7 23 DEMOLICIÓN DE LAVAMANOS TIPO DE LOSA ENCHAPADO M 6.26 6.27 6.32 6.34 6.37 6.29 6.28 6.33 6.36 6.27 6.28 6.26 6.31 6.36 6.31 6.28 6.34 6.35 6.3 6.32 6.33 6.36 6.35 6.39 6.36 6.33 6.27 6.311 7 24 PICADO DE REPELLO PAREDES Y ESTRCTURAS DE CONCRETO M2 4.91 4.91 4.94 4.96 4.98 4.93 4.92 4.95 4.97 4.91 4.92 4.91 4.94 4.97 4.94 4.92 4.96 4.96 4.94 4.94 4.95 4.97 4.97 4.99 4.97 4.95 4.91 4.941 7 26 DEMOLICION DE CONCRETO ASFALTICO M2 4.04 4.05 4.08 4.09 4.11 4.06 4.06 4.08 4.1 4.05 4.05 4.04 4.07 4.1 4.08 4.05 4.09 4.1 4.07 4.08 4.09 4.11 4.1 4.13 4.1 4.09 4.05 4.081 7 27 DEMOLICION Y DESALOJO DE ADOQUINADO M2 3.4 3.41 3.44 3.45 3.46 3.42 3.42 3.44 3.46 3.41 3.41 3.4 3.43 3.46 3.43 3.42 3.45 3.45 3.43 3.44 3.44 3.46 3.46 3.48 3.46 3.44 3.41 3.441 7 28 DEMOLICION DE POSTE CANCHA BKB U 49.01 49.09 49.48 49.68 49.87 49.3 49.21 49.55 49.81 49.07 49.16 49.01 49.39 49.79 49.45 49.16 49.65 49.7 49.37 49.48 49.58 49.82 49.77 50.08 49.8 49.59 49.11 49.451 7 29 DESMONTAJE DE LAVAMANOS C/u 3.46 3.46 3.49 3.5 3.52 3.48 3.47 3.49 3.51 3.46 3.47 3.46 3.48 3.51 3.49 3.47 3.5 3.5 3.48 3.49 3.5 3.51 3.51 3.53 3.51 3.5 3.46 3.491 7 30 Desmontaje de inodoros C/u 3.46 3.46 3.49 3.5 3.52 3.48 3.47 3.49 3.51 3.46 3.47 3.46 3.48 3.51 3.49 3.47 3.5 3.5 3.48 3.49 3.5 3.51 3.51 3.53 3.51 3.5 3.46 3.491 7 31 Remoción de piedra (condiciones expuestas a la crecida del mar) M3 10.16 10.18 10.26 10.3 10.34 10.22 10.2 10.27 10.33 10.17 10.19 10.16 10.24 10.32 10.25 10.19 10.29 10.3 10.24 10.26 10.28 10.33 10.32 10.38 10.32 10.28 10.18 10.251 7 32 Demolisión de pared de bloque y desalojo (El desalojo se considera hacia sitio dentro del proyecto) M2 2.47 2.47 2.49 2.5 2.51 2.48 2.48 2.49 2.51 2.47 2.47 2.47 2.49 2.51 2.49 2.47 2.5 2.5 2.48 2.49 2.49 2.51 2.5 2.52 2.51 2.5 2.47 2.49

DEMOLICIÓN DE EST. DE CONC. ARMADO M X. 0.2X0.2CM

1 7 33 Demolisión de cepo M 0.45 0.45 0.46 0.46 0.46 0.45 0.45 0.46 0.46 0.45 0.45 0.45 0.45 0.46 0.45 0.45 0.46 0.46 0.45 0.46 0.46 0.46 0.46 0.46 0.46 0.46 0.45 0.451 7 34 Remoción de tubos metálicos de 2 a 4" de diámetro altura promedio=0.70m C/u 1.78 1.78 1.8 1.8 1.81 1.79 1.79 1.8 1.81 1.78 1.78 1.78 1.79 1.81 1.79 1.78 1.8 1.8 1.79 1.8 1.8 1.81 1.81 1.82 1.81 1.8 1.78 1.791 7 35 Reducción y resane de altura de cajas de medidores de ANDA C/u 8.15 8.17 8.23 8.26 8.3 8.2 8.19 8.24 8.29 8.17 8.18 8.15 8.22 8.29 8.22 8.18 8.26 8.27 8.22 8.23 8.24 8.29 8.29 8.35 8.29 8.24 8.17 8.221 7 36 Demolisión de piso ceramico incluyendo la base M2 2.76 2.76 2.78 2.79 2.8 2.77 2.77 2.79 2.8 2.76 2.76 2.76 2.78 2.8 2.78 2.76 2.79 2.79 2.78 2.78 2.79 2.8 2.8 2.82 2.8 2.79 2.76 2.781 7 37 Demolición de Concreto Armado con Maquinaria M3 82.65 82.8 83.44 83.78 84.1 83.14 82.99 83.57 84.01 82.76 82.9 82.65 83.29 83.96 83.39 82.91 83.74 83.81 83.27 83.45 83.62 84.03 83.94 84.46 83.99 83.63 82.82 83.41 7 38 Demolición y desalojo de zócalo (el desalojo es hasta zona de acopio en proyecto) M 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.181 7 39 DEMOLICION DE CUNETA REVESTIDA TIPO 1/2 CAÑA M 1.27 1.27 1.28 1.29 1.29 1.28 1.27 1.28 1.29 1.27 1.27 1.27 1.28 1.29 1.28 1.27 1.29 1.29 1.28 1.28 1.28 1.29 1.29 1.3 1.29 1.28 1.27 1.281 7 40 Demolicion de superficie terminada M2 1.19 1.2 1.21 1.21 1.21 1.2 1.2 1.21 1.21 1.2 1.2 1.19 1.2 1.21 1.2 1.2 1.21 1.21 1.2 1.21 1.21 1.21 1.21 1.22 1.21 1.21 1.2 1.21 7 41 Demolición de piso de ladrillo de cemento M2 1.8 1.81 1.82 1.83 1.84 1.82 1.81 1.82 1.83 1.81 1.81 1.8 1.82 1.83 1.82 1.81 1.83 1.83 1.82 1.82 1.83 1.83 1.83 1.84 1.83 1.83 1.81 1.821 7 42 DEMOLICION Y DESALOJO DE CONCRETO ARMADO (Con maquinaria liviana) M3 63.22 63.33 63.83 64.09 64.33 63.59 63.48 63.93 64.26 63.3 63.42 63.22 63.71 64.23 63.79 63.42 64.06 64.11 63.7 63.83 63.96 64.28 64.21 64.6 64.24 63.97 63.35 63.81 7 43 Demolición de Cordón Cuneta de 0.47 x 0.37 M 4.16 4.17 4.2 4.22 4.24 4.19 4.18 4.21 4.23 4.17 4.18 4.16 4.2 4.23 4.2 4.18 4.22 4.22 4.19 4.2 4.21 4.23 4.23 4.25 4.23 4.21 4.17 4.21 7 44 DEMOLICION DE CANALETA MEDIA CAÑA DE CONCRETO SIMPLE ANCH0=1.0 M; R=0.5 M; E=0.18 M M 4.34 4.35 4.39 4.4 4.42 4.37 4.36 4.39 4.41 4.35 4.36 4.34 4.38 4.41 4.38 4.36 4.4 4.4 4.38 4.39 4.39 4.42 4.41 4.44 4.41 4.4 4.35 4.381 7 45 DEMOLICION DE CANALETA MEDIA CAÑA ANCHO=0.4 MTS. R=0.15 MTS. E=0.18 MTS. M 1.78 1.78 1.8 1.8 1.81 1.79 1.79 1.8 1.81 1.78 1.78 1.78 1.79 1.81 1.79 1.78 1.8 1.8 1.79 1.8 1.8 1.81 1.81 1.82 1.81 1.8 1.78 1.791 7 46 Demolición de Enchape de Azulejos M2 1.07 1.07 1.08 1.08 1.09 1.07 1.07 1.08 1.09 1.07 1.07 1.07 1.08 1.09 1.08 1.07 1.08 1.08 1.08 1.08 1.08 1.09 1.08 1.09 1.09 1.08 1.07 1.081 7 47 Demolición de canaleta de concreto media caña ancho= 0.70 m con emplantillado de piedra M 2.54 2.54 2.56 2.57 2.58 2.56 2.55 2.57 2.58 2.54 2.55 2.54 2.56 2.58 2.56 2.55 2.57 2.58 2.56 2.56 2.57 2.58 2.58 2.6 2.58 2.57 2.55 2.561 7 48 DEMOLICIÓN DE REPELLO EN TANQUE DE LADRILLO M2 4.64 4.65 4.68 4.69 4.71 4.66 4.66 4.68 4.71 4.64 4.65 4.64 4.67 4.7 4.68 4.65 4.69 4.7 4.67 4.68 4.69 4.71 4.7 4.73 4.71 4.69 4.65 4.681 7 49 DEMOLICION DE GAVIONES (A MANO) M3 7.3 7.31 7.37 7.4 7.43 7.34 7.33 7.38 7.42 7.31 7.32 7.3 7.35 7.41 7.36 7.32 7.39 7.4 7.35 7.37 7.38 7.42 7.41 7.46 7.42 7.38 7.31 7.361 7 50 Demolición de cuneta (utilizando rotomartillo) M 2.25 2.26 2.27 2.28 2.29 2.27 2.26 2.28 2.29 2.26 2.26 2.25 2.27 2.29 2.27 2.26 2.28 2.28 2.27 2.27 2.28 2.29 2.29 2.3 2.29 2.28 2.26 2.271 7 51 Demolición de cordón (utilizando rotomartillo) M 2.07 2.08 2.09 2.1 2.11 2.08 2.08 2.1 2.11 2.08 2.08 2.07 2.09 2.11 2.09 2.08 2.1 2.1 2.09 2.09 2.1 2.11 2.1 2.12 2.11 2.1 2.08 2.091 7 52 DEMOLICIÓN DE BORDAS Sg. 3.56 3.57 3.59 3.61 3.62 3.58 3.57 3.6 3.62 3.56 3.57 3.56 3.59 3.62 3.59 3.57 3.61 3.61 3.59 3.59 3.6 3.62 3.62 3.64 3.62 3.6 3.57 3.591 7 53 Desmolición de pav. asfaltico y desmontaje de estructura de madera en superestructura (Puente exist) M2 4.07 4.07 4.11 4.11 4.13 4.09 4.09 4.11 4.13 4.07 4.08 4.07 4.09 4.13 4.11 4.08 4.11 4.13 4.09 4.11 4.11 4.13 4.13 4.15 4.13 4.11 4.07 4.111 7 54 Demolición de roca en forma manual con almadana de 12 lbs (incluye remoción de la vía) M3 14.66 14.69 14.8 14.86 14.92 14.75 14.72 14.82 14.9 14.68 14.71 14.66 14.77 14.89 14.79 14.71 14.85 14.87 14.77 14.8 14.83 14.91 14.89 14.98 14.9 14.83 14.69 14.791 7 55 Demolición de roca con jack hammer incluye remoción de la vía M3 18.24 18.27 18.42 18.49 18.56 18.35 18.32 18.45 18.54 18.27 18.3 18.24 18.38 18.53 18.41 18.3 18.48 18.5 18.38 18.42 18.46 18.55 18.53 18.64 18.54 18.46 18.28 18.411 7 56 Demolición de roca utilizando explosivos (incluye remoción de roca de la vía) M3 15.56 15.59 15.71 15.77 15.83 15.65 15.62 15.73 15.81 15.58 15.61 15.56 15.68 15.81 15.7 15.61 15.76 15.78 15.68 15.71 15.74 15.82 15.8 15.9 15.81 15.74 15.59 15.71 7 57 Demolición de suelo-cemento (incluye acarreo manual para desalojo) M3 13.35 13.37 13.48 13.53 13.58 13.43 13.4 13.5 13.57 13.37 13.39 13.35 13.45 13.56 13.47 13.39 13.52 13.54 13.45 13.48 13.5 13.57 13.56 13.64 13.57 13.51 13.38 13.471 7 58 Demolición y desalojo de empedrado fraguado (e=10 cms) M2 2.67 2.67 2.7 2.71 2.72 2.69 2.68 2.7 2.71 2.67 2.68 2.67 2.69 2.71 2.69 2.68 2.71 2.71 2.69 2.7 2.7 2.71 2.71 2.73 2.71 2.7 2.68 2.691 7 59 Demolición de pared de tabla yeso / tabla roca M2 0.64 0.64 0.64 0.64 0.65 0.64 0.64 0.64 0.65 0.64 0.64 0.64 0.64 0.65 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.65 0.65 0.65 0.65 0.64 0.64 0.641 7 60 Demolición y desalojo de empedrado fraguado (e=15 cms) M2 3.87 3.88 3.91 3.92 3.94 3.89 3.89 3.91 3.93 3.88 3.88 3.87 3.9 3.93 3.91 3.88 3.92 3.93 3.9 3.91 3.92 3.94 3.93 3.96 3.93 3.92 3.88 3.911 7 61 Demolición de tubería de concreto de Ø=12" M 2.2 2.2 2.22 2.23 2.24 2.21 2.21 2.22 2.24 2.2 2.2 2.2 2.21 2.24 2.22 2.2 2.22 2.23 2.21 2.22 2.22 2.24 2.23 2.25 2.24 2.22 2.2 2.221 8 1 ADEMADO EN ZANJA(AMBAS CARAS) M2 24.57 24.61 24.8 24.9 25 24.71 24.67 24.84 24.97 24.6 24.64 24.57 24.76 24.96 24.79 24.64 24.89 24.91 24.75 24.8 24.85 24.98 24.95 25.1 24.96 24.86 24.62 24.791 8 2 ADEMADO EN ZANJA H=1.50 MTS. M 28.81 28.86 29.09 29.2 29.32 28.98 28.93 29.13 29.28 28.85 28.9 28.81 29.03 29.27 29.07 28.9 29.19 29.22 29.03 29.09 29.15 29.29 29.26 29.44 29.28 29.15 28.87 29.071 8 3 Protecion de Madera Tratada en Muelle M 6.72 6.73 6.78 6.81 6.83 6.76 6.74 6.79 6.83 6.72 6.74 6.72 6.77 6.82 6.78 6.74 6.8 6.81 6.77 6.78 6.79 6.83 6.82 6.86 6.82 6.8 6.73 6.781 9 1 Desmontaje de cubierta de techo (incluye fascia cornisa y canal) M2 1.66 1.67 1.68 1.69 1.69 1.67 1.67 1.68 1.69 1.67 1.67 1.66 1.68 1.69 1.68 1.67 1.69 1.69 1.68 1.68 1.68 1.69 1.69 1.7 1.69 1.68 1.67 1.681 9 2 Desmontaje de estructura metálica de techo M2 2.71 2.72 2.74 2.75 2.76 2.73 2.72 2.74 2.76 2.72 2.72 2.71 2.73 2.76 2.74 2.72 2.75 2.75 2.73 2.74 2.75 2.76 2.76 2.77 2.76 2.75 2.72 2.741 9 3 Desmontaje de division de madera o metal M2 0.71 0.71 0.71 0.71 0.72 0.71 0.71 0.71 0.72 0.71 0.71 0.71 0.71 0.72 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.72 0.72 0.72 0.72 0.71 0.71 0.711 9 4 Desmontaje de tubería galv;o pvc de 1/2" a 2 1/2" M 0.82 0.82 0.83 0.83 0.83 0.82 0.82 0.83 0.83 0.82 0.82 0.82 0.83 0.83 0.83 0.82 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.84 0.83 0.83 0.82 0.831 9 5 DESMONTAJE VENTANAS M2 1.76 1.77 1.78 1.79 1.79 1.77 1.77 1.78 1.79 1.76 1.77 1.76 1.78 1.79 1.78 1.77 1.79 1.79 1.78 1.78 1.78 1.79 1.79 1.8 1.79 1.78 1.77 1.781 9 6 Desmontaje de malla ciclon (72") o cerco h=2.00 mts M 2.62 2.63 2.65 2.66 2.67 2.64 2.63 2.65 2.67 2.63 2.63 2.62 2.64 2.66 2.65 2.63 2.66 2.66 2.64 2.65 2.65 2.67 2.66 2.68 2.67 2.65 2.63 2.651 9 7 DESMONTAJE CIELO FALSO M2 0.72 0.72 0.73 0.73 0.74 0.73 0.73 0.73 0.73 0.72 0.72 0.72 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.74 0.73 0.73 0.72 0.731 9 8 Desmontaje de estructuras de techo de madera M2 2.4 2.4 2.42 2.43 2.44 2.41 2.41 2.42 2.44 2.4 2.41 2.4 2.42 2.44 2.42 2.41 2.43 2.43 2.42 2.42 2.43 2.44 2.44 2.45 2.44 2.43 2.4 2.421 9 9 DESMONTAJE DE CUBIERTA DE TEJA M2 1.76 1.77 1.78 1.79 1.79 1.77 1.77 1.78 1.79 1.76 1.77 1.76 1.78 1.79 1.78 1.77 1.79 1.79 1.78 1.78 1.78 1.79 1.79 1.8 1.79 1.78 1.77 1.781 9 10 DESMONTAJE CIELO FALSO DE MADERA M2 2.24 2.24 2.26 2.27 2.28 2.25 2.25 2.26 2.28 2.24 2.25 2.24 2.26 2.27 2.26 2.25 2.27 2.27 2.26 2.26 2.26 2.28 2.27 2.29 2.27 2.27 2.24 2.261 9 12 Desmontaje de tomas de corrientes dobles U 2.49 2.49 2.51 2.52 2.53 2.5 2.5 2.52 2.53 2.49 2.5 2.49 2.51 2.53 2.51 2.5 2.52 2.52 2.51 2.51 2.52 2.53 2.53 2.54 2.53 2.52 2.49 2.511 9 13 DESADOQUINADO M2 1.32 1.32 1.33 1.34 1.35 1.33 1.33 1.34 1.34 1.32 1.33 1.32 1.33 1.34 1.33 1.33 1.34 1.34 1.33 1.33 1.34 1.34 1.34 1.35 1.34 1.34 1.32 1.331 9 14 DESEMPEDRADO EN CALLES M2 2.12 2.12 2.14 2.14 2.15 2.13 2.12 2.14 2.15 2.12 2.12 2.12 2.13 2.15 2.13 2.12 2.14 2.14 2.13 2.14 2.14 2.15 2.15 2.16 2.15 2.14 2.12 2.131 9 15 DESMONTAJE DE DUCHAS U 5.3 5.31 5.35 5.37 5.39 5.33 5.32 5.36 5.39 5.31 5.32 5.3 5.34 5.39 5.35 5.32 5.37 5.38 5.34 5.35 5.36 5.39 5.38 5.42 5.39 5.36 5.31 5.351 9 16 MONTAJE DE LAMINA EXISTENTE M2 1.71 1.71 1.73 1.73 1.74 1.72 1.72 1.73 1.74 1.71 1.71 1.71 1.72 1.74 1.72 1.71 1.73 1.73 1.72 1.73 1.73 1.74 1.74 1.75 1.74 1.73 1.71 1.721 9 17 Desmontaje de puerta de madera U 4.41 4.41 4.45 4.47 4.48 4.43 4.42 4.46 4.48 4.41 4.42 4.41 4.44 4.48 4.45 4.42 4.46 4.47 4.44 4.45 4.46 4.48 4.48 4.5 4.48 4.46 4.42 4.451 9 18 DESMONTAJ DE DEFENSAS METALICAS M2 2.94 2.94 2.97 2.98 2.99 2.95 2.95 2.97 2.99 2.94 2.95 2.94 2.96 2.98 2.96 2.95 2.98 2.98 2.96 2.97 2.97 2.99 2.98 3 2.99 2.97 2.94 2.961 9 20 DESMONTAJE DE PILA U 8.64 8.66 8.72 8.76 8.79 8.69 8.68 8.74 8.78 8.65 8.67 8.64 8.71 8.78 8.72 8.67 8.75 8.76 8.7 8.72 8.74 8.78 8.77 8.83 8.78 8.74 8.66 8.721 9 21 DESMONTAJE DE TUBERIA ° 8 M 5.91 5.92 5.96 5.99 6.01 5.94 5.93 5.97 6 5.91 5.92 5.91 5.95 6 5.96 5.92 5.98 5.99 5.95 5.96 5.97 6 6 6.03 6 5.98 5.92 5.961 9 22 Desmontaje de luminarias incandescentes (inc. receptáculo y caja) C/u 1.39 1.39 1.4 1.4 1.41 1.39 1.39 1.4 1.41 1.39 1.39 1.39 1.4 1.41 1.4 1.39 1.4 1.4 1.4 1.4 1.4 1.41 1.41 1.42 1.41 1.4 1.39 1.41 9 23 DESMONTAJE DE TOMAS DE CORRIENTES DOBLES C/u 1.27 1.27 1.28 1.29 1.29 1.28 1.28 1.28 1.29 1.27 1.27 1.27 1.28 1.29 1.28 1.27 1.29 1.29 1.28 1.28 1.28 1.29 1.29 1.3 1.29 1.29 1.27 1.281 9 24 Desmontaje de lampara de mercurio poste de HoGo y demolisión de base de concreto C/u 18.07 18.1 18.23 18.31 18.39 18.17 18.14 18.26 18.36 18.1 18.12 18.07 18.21 18.36 18.22 18.12 18.3 18.32 18.19 18.23 18.26 18.38 18.35 18.46 18.36 18.27 18.11 18.221 9 25 DESMONTAJE DE VENTANA SOLAIRE C/u 0.86 0.87 0.87 0.88 0.88 0.87 0.87 0.87 0.88 0.87 0.87 0.86 0.87 0.88 0.87 0.87 0.88 0.88 0.87 0.87 0.87 0.88 0.88 0.88 0.88 0.87 0.87 0.871 9 26 Desmontaje de cubierta de techo (Lámina metálica o fibrolit) M2 0.48 0.48 0.49 0.49 0.49 0.49 0.48 0.49 0.49 0.48 0.48 0.48 0.49 0.49 0.49 0.48 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.48 0.491 9 27 Desmontaje de polín C de 4" a 6" (Incluye desalojo interno) M 0.9 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.9 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.92 0.91 0.91 0.91 0.911 9 28 Desmontaje de canal de ALL M 0.56 0.56 0.56 0.57 0.57 0.56 0.56 0.57 0.57 0.56 0.56 0.56 0.56 0.57 0.56 0.56 0.57 0.57 0.56 0.56 0.57 0.57 0.57 0.57 0.57 0.57 0.56 0.561 9 29 DESMONTAJE O MONTAJE DE EQUIPO DE BOMBEO VERTICAL EN CISTERNA DE 40 HP. C/u 457 457.82 461.39 463.26 465.04 459.7 458.87 462.12 464.49 457.59 458.42 457 460.56 464.27 461.11 458.46 463.03 463.44 460.43 461.43 462.35 464.63 464.13 467.01 464.4 462.44 457.96 461.161 9 30 DESMONTAJE O MONTAJE DE EQ. BOMBEO VERTICAL EN POZO PARA Ø DE COLUMNA HASTA 4" LONG HASTA 400' C/u 1008 1009.81 1017.68 1021.81 1025.74 1013.95 1012.13 1019.29 1024.53 1009.31 1011.12 1008 1015.86 1024.03 1017.07 1011.23 1021.31 1022.21 1015.56 1017.78 1019.79 1024.83 1023.72 1030.08 1024.33 1020 1010.12 1017.171 9 31 Desmontaje de arrancador de 30 - 40 Hp. C/u 50 50.09 50.48 50.69 50.88 50.3 50.21 50.56 50.82 50.07 50.16 50 50.39 50.8 50.45 50.16 50.66 50.71 50.38 50.49 50.59 50.84 50.78 51.1 50.81 50.6 50.11 50.461 9 32 Desmontaje traslado y recolocación de torre y tanque elevado H=3mts (Inc. pintura limpieza...) Sg. 327.72 328.25 330.55 331.76 332.9 329.46 328.92 331.02 332.55 328.1 328.63 327.72 330.02 332.4 330.37 328.66 331.61 331.87 329.93 330.58 331.16 332.64 332.32 334.17 332.49 331.23 328.34 330.41 9 33 DESMONTAJE DE POSTE DE CONCRETO DE 26 PIES U 15.31 15.33 15.45 15.52 15.58 15.4 15.37 15.48 15.56 15.33 15.35 15.31 15.43 15.55 15.44 15.36 15.51 15.52 15.42 15.46 15.49 15.56 15.55 15.64 15.55 15.49 15.34 15.451 9 34 DESMONTAJE DE POSTE DE CONCRETO DE 18 PIES U 10.15 10.16 10.24 10.28 10.32 10.2 10.19 10.26 10.31 10.16 10.18 10.15 10.22 10.31 10.24 10.18 10.28 10.29 10.22 10.24 10.26 10.31 10.3 10.37 10.31 10.27 10.17 10.241 9 35 DESMONTAJE DE POSTE METALICO ARTESANAL DE 20 PIES U 7.65 7.67 7.73 7.76 7.79 7.7 7.68 7.74 7.78 7.66 7.68 7.65 7.71 7.78 7.72 7.68 7.75 7.76 7.71 7.73 7.74 7.78 7.77 7.82 7.78 7.74 7.67 7.721 9 36 DESMONTAJE DE BARANDAL M 0.7 0.7 0.71 0.71 0.71 0.7 0.7 0.71 0.71 0.7 0.7 0.7 0.71 0.71 0.71 0.7 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.72 0.71 0.71 0.7 0.711 9 37 Desmontaje de tablero eléctrico de 2 a 8 espacios U 5.36 5.37 5.41 5.43 5.45 5.39 5.38 5.42 5.44 5.36 5.37 5.36 5.4 5.44 5.4 5.37 5.43 5.43 5.4 5.41 5.42 5.45 5.44 5.47 5.44 5.42 5.37 5.41 9 38 DESMONTAJE DE ESTRUCTURA DE REMATE SECUNDARIO U 9.76 9.77 9.85 9.89 9.93 9.81 9.8 9.87 9.92 9.77 9.79 9.76 9.83 9.91 9.84 9.79 9.88 9.89 9.83 9.85 9.87 9.92 9.91 9.97 9.91 9.87 9.78 9.841 9 39 DESMONTAJE DE RETENIDA SENCILLA U 9.76 9.77 9.85 9.89 9.93 9.81 9.8 9.87 9.92 9.77 9.79 9.76 9.83 9.91 9.84 9.79 9.88 9.89 9.83 9.85 9.87 9.92 9.91 9.97 9.91 9.87 9.78 9.841 9 40 Desmontaje de arbol de descarga existente Sg. 92.77 92.94 93.66 94.05 94.41 93.32 93.15 93.81 94.3 92.9 93.06 92.77 93.5 94.25 93.61 93.07 94 94.08 93.47 93.67 93.86 94.33 94.22 94.81 94.28 93.88 92.97 93.621 9 41 Montaje de tuberia pvc 1/2" M 0.46 0.46 0.47 0.47 0.47 0.47 0.46 0.47 0.47 0.46 0.46 0.46 0.47 0.47 0.47 0.46 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.47 0.46 0.471 9 42 Desmontaje de fascia y cornisa incluye estructura de madera de soporte M 2.28 2.28 2.3 2.31 2.32 2.29 2.28 2.3 2.31 2.28 2.28 2.28 2.29 2.31 2.3 2.28 2.31 2.31 2.29 2.3 2.3 2.31 2.31 2.33 2.31 2.3 2.28 2.31 9 43 Desmontaje de columna de polin "c" de 6" encajuelado C/u 13.24 13.27 13.37 13.43 13.48 13.32 13.3 13.39 13.46 13.26 13.29 13.24 13.35 13.45 13.36 13.29 13.42 13.43 13.34 13.37 13.4 13.47 13.45 13.53 13.46 13.4 13.27 13.361 9 44 Desmontaje de cableado y canalizacion electrica M 0.28 0.28 0.28 0.28 0.29 0.28 0.28 0.28 0.29 0.28 0.28 0.28 0.28 0.29 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.29 0.28 0.29 0.29 0.28 0.28 0.281 9 45 Desmontaje de lavatrastos C/u 10.92 10.94 11.03 11.07 11.11 10.98 10.97 11.04 11.1 10.93 10.95 10.92 11.01 11.09 11.02 10.96 11.06 11.07 11 11.03 11.05 11.1 11.09 11.16 11.1 11.05 10.94 11.021 9 46 Desmontaje de cortina metalica C/u 4.15 4.16 4.19 4.21 4.22 4.17 4.17 4.2 4.22 4.15 4.16 4.15 4.18 4.21 4.19 4.16 4.2 4.21 4.18 4.19 4.2 4.22 4.21 4.24 4.22 4.2 4.16 4.191 9 47 DESMONTAJE DE VIGA MACOMBER ANGULO 1 1/2"X1/8" CELOSIA Ho. 1/2" DE 0.3 MTS. DE ALTO M 2.52 2.52 2.53 2.54 2.55 2.53 2.52 2.54 2.54 2.52 2.52 2.52 2.53 2.54 2.53 2.52 2.54 2.54 2.53 2.53 2.54 2.55 2.54 2.55 2.54 2.54 2.52 2.531 9 48 Desmontaje de polín espacial M 1.43 1.43 1.44 1.45 1.45 1.44 1.44 1.45 1.45 1.43 1.43 1.43 1.44 1.45 1.44 1.43 1.45 1.45 1.44 1.44 1.45 1.45 1.45 1.46 1.45 1.45 1.43 1.441 9 49 DESMONTAJE DE COLUMNAS DE POLIN "C" DE 4" ENCAJUELADO M 1.29 1.3 1.31 1.31 1.32 1.3 1.3 1.31 1.31 1.29 1.3 1.29 1.3 1.31 1.3 1.3 1.31 1.31 1.3 1.31 1.31 1.31 1.31 1.32 1.31 1.31 1.3 1.31 9 50 DESMONTAJE DE ALAMBRE RAZOR. COLOCADO SOBRE TAPIAL DE BLOQUE M 1.21 1.21 1.22 1.22 1.23 1.21 1.21 1.22 1.23 1.21 1.21 1.21 1.22 1.23 1.22 1.21 1.22 1.22 1.22 1.22 1.22 1.23 1.23 1.23 1.23 1.22 1.21 1.221 9 51 DESMONTAJE DE MUEBLES FIJOS C/u 28.62 28.67 28.9 29.01 29.13 28.79 28.74 28.94 29.09 28.66 28.71 28.62 28.85 29.08 28.88 28.71 29 29.03 28.84 28.9 28.96 29.1 29.07 29.25 29.09 28.96 28.68 28.881 9 52 Desmontaje de poste de concreto de 0.15x0.15mx2.0 altura vista empotrado en concreto C/u 7.12 7.13 7.19 7.22 7.24 7.16 7.15 7.2 7.24 7.13 7.14 7.12 7.18 7.23 7.18 7.14 7.21 7.22 7.17 7.19 7.2 7.24 7.23 7.28 7.23 7.2 7.13 7.181 9 53 Desmontaje de grifo C/u 1.65 1.65 1.66 1.67 1.68 1.66 1.65 1.67 1.67 1.65 1.65 1.65 1.66 1.67 1.66 1.65 1.67 1.67 1.66 1.66 1.67 1.67 1.67 1.68 1.67 1.67 1.65 1.661 9 54 Desmontaje de transformador monofasico 37;5 kva vp 7;6/13;2 kv 120/240 v en poste C/u 93.81 93.98 94.71 95.09 95.46 94.36 94.19 94.86 95.35 93.93 94.1 93.81 94.54 95.3 94.65 94.11 95.05 95.13 94.51 94.72 94.91 95.38 95.27 95.86 95.33 94.93 94.01 94.661 9 55 Desmontaje de Conductor existente desde transformador hasta STG-2 2THHn2/0+1-THHN 1/0 diam. 2" C/u 7.18 7.19 7.24 7.27 7.3 7.22 7.2 7.26 7.29 7.18 7.2 7.18 7.23 7.29 7.24 7.2 7.27 7.28 7.23 7.24 7.26 7.29 7.29 7.33 7.29 7.26 7.19 7.241 9 56 Desmontaje de conductor No 2 M 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.341 9 57 Desmontaje de Conductor No; 1/0 M 0.48 0.48 0.48 0.48 0.49 0.48 0.48 0.48 0.49 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.49 0.48 0.49 0.49 0.48 0.48 0.481 9 58 Desmontaje de Estructuras para Neutro C/u 3.44 3.45 3.48 3.49 3.5 3.46 3.46 3.48 3.5 3.45 3.45 3.44 3.47 3.5 3.47 3.45 3.49 3.49 3.47 3.48 3.48 3.5 3.5 3.52 3.5 3.48 3.45 3.481 9 59 Desmontaje de estructura primaria a dos fases C/u 5.42 5.43 5.48 5.5 5.52 5.46 5.45 5.49 5.51 5.43 5.44 5.42 5.47 5.51 5.47 5.44 5.5 5.5 5.47 5.48 5.49 5.52 5.51 5.54 5.51 5.49 5.44 5.471 9 60 Desmontaje de Estructuras primarias a tres fases C/u 7.03 7.04 7.1 7.13 7.16 7.07 7.06 7.11 7.15 7.04 7.05 7.03 7.09 7.14 7.1 7.05 7.12 7.13 7.08 7.1 7.11 7.15 7.14 7.19 7.15 7.12 7.05 7.11 9 61 Desmontaje de Estructuras Primarias a una Fase C/u 4.23 4.24 4.27 4.29 4.31 4.26 4.25 4.28 4.3 4.24 4.25 4.23 4.27 4.3 4.27 4.25 4.29 4.29 4.27 4.27 4.28 4.3 4.3 4.33 4.3 4.28 4.24 4.271 9 62 Desmontaje de Estructura Secundaria C/u 3.44 3.45 3.48 3.49 3.5 3.46 3.46 3.48 3.5 3.45 3.45 3.44 3.47 3.5 3.47 3.45 3.49 3.49 3.47 3.48 3.48 3.5 3.5 3.52 3.5 3.48 3.45 3.481 9 63 Desmontaje de Postes de Concreto de 35 pies C/u 49.47 49.56 49.95 50.15 50.34 49.76 49.67 50.02 50.28 49.53 49.62 49.47 49.86 50.26 49.91 49.63 50.12 50.17 49.84 49.95 50.05 50.3 50.24 50.55 50.27 50.06 49.57 49.921 9 64 Desmontaje de poste completo de 40 pies C/u 68.04 68.16 68.7 68.97 69.24 68.44 68.32 68.8 69.16 68.13 68.25 68.04 68.57 69.12 68.65 68.26 68.94 69 68.55 68.7 68.84 69.18 69.1 69.53 69.14 68.85 68.18 68.661 9 65 Desmontaje de poste metalico de 35 pies C/u 25.91 25.96 26.16 26.26 26.37 26.06 26.02 26.2 26.33 25.94 25.99 25.91 26.11 26.32 26.14 25.99 26.25 26.28 26.1 26.16 26.21 26.34 26.31 26.48 26.33 26.22 25.96 26.151 9 66 Desmontaje de postes metalicos de 26 pies C/u 22.92 22.96 23.14 23.24 23.33 23.06 23.02 23.18 23.3 22.95 22.99 22.92 23.1 23.29 23.13 23 23.23 23.25 23.1 23.15 23.19 23.31 23.28 23.43 23.29 23.2 22.97 23.131 9 67 Desmontaje de retenida primaria doble C/u 12.56 12.58 12.68 12.73 12.78 12.64 12.61 12.7 12.77 12.58 12.6 12.56 12.66 12.76 12.67 12.6 12.73 12.74 12.66 12.68 12.71 12.77 12.76 12.84 12.76 12.71 12.59 12.681 9 68 Desmontaje de retenida primaria sencilla C/u 6.9 6.91 6.96 6.99 7.02 6.94 6.92 6.97 7.01 6.9 6.92 6.9 6.95 7 6.96 6.92 6.99 6.99 6.95 6.96 6.98 7.01 7 7.05 7.01 6.98 6.91 6.961 9 69 DESMONTAJE DE UNIDAD CONDENSADORA DE A/A EQUIPO DE 5 A 7.5 TON. C/u 27.58 27.63 27.84 27.96 28.07 27.74 27.69 27.89 28.03 27.62 27.67 27.58 27.8 28.02 27.83 27.67 27.94 27.97 27.79 27.85 27.9 28.04 28.01 28.18 28.03 27.91 27.64 27.83

1 9 70 Desmontaje de porton metalico 3.5x2.4 dos hojas con puerta integrada C/u 7.63 7.65 7.71 7.74 7.77 7.68 7.66 7.72 7.76 7.64 7.66 7.63 7.69 7.75 7.7 7.66 7.73 7.74 7.69 7.71 7.72 7.76 7.75 7.8 7.76 7.72 7.65 7.71 9 71 Desmontaje de mueble de madera de 1x0.9x0.40 cm C/u 22.96 23 23.18 23.27 23.36 23.1 23.05 23.22 23.34 22.99 23.03 22.96 23.14 23.33 23.17 23.03 23.26 23.28 23.13 23.18 23.23 23.34 23.32 23.46 23.33 23.23 23.01 23.171 9 72 DESMONTAJE DE PUNTALES DE MADERA QUE SOPORTAN CUBIERTA DE TECHO C/u 2.14 2.14 2.16 2.17 2.17 2.15 2.14 2.16 2.17 2.14 2.14 2.14 2.15 2.17 2.16 2.14 2.16 2.17 2.15 2.16 2.16 2.17 2.17 2.18 2.17 2.16 2.14 2.161 9 73 Desmontaje y montaje de luminarias existentes (luminaria de 1.2 x 0.6) C/u 8.37 8.39 8.45 8.49 8.52 8.42 8.41 8.47 8.51 8.38 8.4 8.37 8.44 8.51 8.45 8.4 8.48 8.49 8.44 8.46 8.47 8.51 8.5 8.56 8.51 8.47 8.39 8.451 9 74 DESMONTAJE DE ESTRUCTURA METÁLICA EN PUENTE Sg. 256.85 257.24 258.94 259.84 260.69 258.14 257.74 259.29 260.43 257.13 257.52 256.85 258.55 260.32 258.81 257.55 259.73 259.93 258.49 258.97 259.4 260.49 260.25 261.63 260.39 259.9 257.39 259.181 9 75 DESMONTAJE DE OBRA DE PASO METÁLICA M 7.22 7.22 7.27 7.34 7.36 7.25 7.23 7.3 7.36 7.22 7.23 7.22 7.25 7.36 7.27 7.23 7.34 7.34 7.25 7.27 7.3 7.36 7.36 7.4 7.36 7.3 7.23 7.271 9 76 DESMONTAJE DE CABLES DE ACERO EN PUENTE M 0.23 0.23 0.23 0.23 0.24 0.23 0.23 0.23 0.24 0.23 0.23 0.23 0.23 0.24 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.24 0.23 0.24 0.24 0.23 0.23 0.231 9 77 DESMONTAJE DE PISO DE MADERA EN PUENTE COLGANTE M2 1.25 1.25 1.26 1.26 1.27 1.25 1.25 1.26 1.27 1.25 1.25 1.25 1.26 1.27 1.26 1.25 1.26 1.26 1.26 1.26 1.26 1.27 1.27 1.27 1.27 1.26 1.25 1.261 9 78 DESMONTAJE Y DEMOLICIÓN DE TUBERÍA DE CONCRETO ø 36" M 5.34 5.35 5.39 5.41 5.43 5.37 5.36 5.4 5.43 5.35 5.36 5.34 5.38 5.42 5.39 5.36 5.41 5.41 5.38 5.39 5.4 5.43 5.42 5.46 5.43 5.4 5.35 5.391 9 80 Desmontaje de portón de 2 hojas (4 metros de ancho) C/u 18.56 18.58 18.67 18.72 18.77 18.63 18.61 18.69 18.75 18.58 18.6 18.56 18.65 18.75 18.67 18.6 18.71 18.72 18.65 18.67 18.7 18.76 18.74 18.82 18.75 18.7 18.58 18.671 9 81 Desmontaje de taza de concreto y losa de apoyo (Servicio sanitario de foso) C/u 5.08 5.09 5.13 5.15 5.17 5.11 5.1 5.14 5.16 5.09 5.1 5.08 5.12 5.16 5.13 5.1 5.15 5.15 5.12 5.13 5.14 5.16 5.16 5.19 5.16 5.14 5.09 5.131 9 82 Desmontaje de pararrayo y cortacircuito primario existente C/u 15.4 15.43 15.55 15.61 15.67 15.49 15.46 15.57 15.65 15.42 15.45 15.4 15.52 15.64 15.54 15.45 15.6 15.61 15.51 15.55 15.58 15.65 15.64 15.73 15.65 15.58 15.43 15.541 9 83 Desmontaje y reubicación de valla publicitaria (2 y 3 apoyos con atiezadores) C/u 52.5 52.59 53 53.2 53.42 52.8 52.71 53.07 53.35 52.56 52.66 52.5 52.89 53.33 52.97 52.67 53.18 53.23 52.88 53 53.09 53.38 53.32 53.64 53.35 53.11 52.61 52.981 9 84 Desmontaje de obra falsa que resguarda las obras durante la construcción M 0.45 0.45 0.46 0.46 0.46 0.46 0.45 0.46 0.46 0.45 0.45 0.45 0.46 0.46 0.46 0.45 0.46 0.46 0.46 0.46 0.46 0.46 0.46 0.46 0.46 0.46 0.45 0.461 9 85 Desmontaje de estatua de medio cuerpo C/u 13.35 13.37 13.48 13.53 13.58 13.43 13.4 13.5 13.57 13.37 13.39 13.35 13.45 13.56 13.47 13.39 13.52 13.54 13.45 13.48 13.5 13.57 13.56 13.64 13.57 13.51 13.38 13.471 9 86 Desmontaje de ventiladores de techo(incluye salida y caja de control) C/u 6.47 6.48 6.53 6.56 6.58 6.51 6.49 6.54 6.57 6.48 6.49 6.47 6.52 6.57 6.53 6.49 6.55 6.56 6.52 6.53 6.54 6.58 6.57 6.61 6.57 6.54 6.48 6.531 9 87 Desmontaje de juesgos mecánicos Sg. 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.031 9 88 Desmontaje de piso de madera en puente peatonal M2 1.25 1.25 1.26 1.26 1.27 1.25 1.25 1.26 1.27 1.25 1.25 1.25 1.26 1.27 1.26 1.25 1.26 1.26 1.26 1.26 1.26 1.27 1.27 1.27 1.27 1.26 1.25 1.261 9 89 Desmontaje de estructura de madera de soporte en pasarela peatonal (altura promedio 6.0 mts) M 2.67 2.67 2.7 2.71 2.72 2.69 2.68 2.7 2.71 2.67 2.68 2.67 2.69 2.71 2.69 2.68 2.71 2.71 2.69 2.7 2.7 2.71 2.71 2.73 2.71 2.7 2.68 2.691 9 90 Desmontaje de barandal de madera en puente peatonal de 0.80m hasta 1.20m de altura M 1.42 1.43 1.44 1.44 1.45 1.43 1.43 1.44 1.45 1.43 1.43 1.42 1.44 1.45 1.44 1.43 1.44 1.44 1.43 1.44 1.44 1.45 1.45 1.46 1.45 1.44 1.43 1.441 9 91 Desmontaje de placa de interruptor o tomacorriente incluye caja C/u 0.64 0.64 0.64 0.64 0.65 0.64 0.64 0.64 0.65 0.64 0.64 0.64 0.64 0.65 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.65 0.65 0.65 0.65 0.64 0.64 0.641 9 92 Desmontaje de caseta provisional M2 2.54 2.54 2.56 2.57 2.58 2.56 2.55 2.57 2.58 2.54 2.55 2.54 2.56 2.58 2.56 2.55 2.57 2.58 2.56 2.56 2.57 2.58 2.58 2.6 2.58 2.57 2.55 2.561 9 93 Desmontaje y montaje de cable para realizar plomeado de poste U 16.69 16.72 16.85 16.91 16.98 16.78 16.75 16.87 16.96 16.71 16.74 16.69 16.82 16.95 16.84 16.74 16.91 16.92 16.81 16.85 16.88 16.96 16.95 17.05 16.96 16.88 16.72 16.841 9 94 Desmontaje y montaje de cable de retenida para realizar plomeo de poste C/u 5.38 5.39 5.43 5.46 5.48 5.41 5.4 5.44 5.47 5.39 5.4 5.38 5.42 5.47 5.43 5.4 5.45 5.46 5.42 5.43 5.44 5.47 5.47 5.5 5.47 5.45 5.39 5.431 9 95 Desmontaje de urinario C/u 6.98 7 7.05 7.08 7.11 7.03 7.01 7.06 7.1 6.99 7.01 6.98 7.04 7.1 7.05 7.01 7.08 7.08 7.04 7.05 7.07 7.1 7.09 7.14 7.1 7.07 7 7.051 9 96 Desmontaje de bomba de 1/2 HP a 2 HP en cisterna C/u 17.69 17.72 17.86 17.93 18 17.79 17.76 17.89 17.98 17.71 17.75 17.69 17.83 17.97 17.85 17.75 17.92 17.94 17.82 17.86 17.9 17.99 17.97 18.08 17.98 17.9 17.73 17.851 9 97 Desmontaje de interruptor termomágnetico de 200A/3P C/u 25 25.05 25.24 25.34 25.44 25.15 25.1 25.28 25.41 25.03 25.08 25 25.2 25.4 25.23 25.08 25.33 25.35 25.19 25.24 25.29 25.42 25.39 25.55 25.41 25.3 25.05 25.231 9 98 Desmontaje de luminaria de alumbrado público C/u 7.18 7.19 7.24 7.27 7.3 7.22 7.2 7.26 7.29 7.18 7.2 7.18 7.23 7.29 7.24 7.2 7.27 7.28 7.23 7.24 7.26 7.29 7.29 7.33 7.29 7.26 7.19 7.241 9 99 Desmontaje de bajada de aguas lluvias M 0.51 0.51 0.51 0.52 0.52 0.51 0.51 0.51 0.52 0.51 0.51 0.51 0.51 0.52 0.51 0.51 0.51 0.52 0.51 0.51 0.51 0.52 0.52 0.52 0.52 0.51 0.51 0.511 9 100 Desmontaje de tubería galv;o pvc de 3" a 6" C/u 1.56 1.56 1.57 1.58 1.58 1.57 1.56 1.57 1.58 1.56 1.56 1.56 1.57 1.58 1.57 1.56 1.58 1.58 1.57 1.57 1.57 1.58 1.58 1.59 1.58 1.57 1.56 1.571 9 101 Desmontaje de cerco de alambre espigado M 0.38 0.38 0.38 0.39 0.39 0.38 0.38 0.39 0.39 0.38 0.38 0.38 0.38 0.39 0.38 0.38 0.39 0.39 0.38 0.38 0.39 0.39 0.39 0.39 0.39 0.39 0.38 0.381 9 102 Desmontaje de puerta metálica Sg. 7.6 7.62 7.68 7.71 7.74 7.65 7.63 7.69 7.73 7.61 7.63 7.6 7.66 7.72 7.67 7.63 7.7 7.71 7.66 7.68 7.69 7.73 7.72 7.77 7.73 7.69 7.62 7.671 9 103 Desmontaje de tablero eléctrico de 12 a 20 espacios U 10.34 10.35 10.44 10.48 10.52 10.4 10.38 10.45 10.51 10.35 10.37 10.34 10.42 10.5 10.43 10.37 10.47 10.48 10.41 10.44 10.46 10.51 10.5 10.56 10.5 10.46 10.36 10.431 9 104 Desmontaje de tablero eléctrico de 24 a 42 espacios M 20.67 20.71 20.87 20.96 21.04 20.79 20.76 20.9 21.01 20.7 20.74 20.67 20.83 21 20.86 20.74 20.95 20.96 20.83 20.87 20.91 21.02 20.99 21.13 21.01 20.92 20.72 20.861 9 105 Desmontaje de inodoro U 3.56 3.57 3.59 3.61 3.62 3.58 3.57 3.6 3.62 3.56 3.57 3.56 3.59 3.62 3.59 3.57 3.61 3.61 3.59 3.59 3.6 3.62 3.62 3.64 3.62 3.6 3.57 3.591 10 1 DESTRONCONADO ARBOL H=5-6 MTS. TALLO= 20 CMS. U 11.83 11.85 11.94 11.99 12.04 11.9 11.88 11.96 12.02 11.84 11.86 11.83 11.92 12.01 11.93 11.86 11.98 11.99 11.92 11.94 11.97 12.02 12.01 12.09 12.02 11.97 11.85 11.931 10 2 DESTRONCONADO DE ARBOL H=15.0 M TALLO= 60 CM U 141.87 142.12 143.23 143.81 144.37 142.7 142.45 143.46 144.19 142.05 142.31 141.87 142.98 144.12 143.15 142.32 143.74 143.87 142.93 143.24 143.53 144.24 144.08 144.97 144.17 143.56 142.17 143.161 10 3 DESTRONCONADO COCOTERO H. APROX. 12 MTS. U 35.46 35.53 35.8 35.95 36.09 35.67 35.61 35.86 36.04 35.51 35.57 35.46 35.74 36.03 35.78 35.58 35.93 35.96 35.73 35.81 35.88 36.05 36.02 36.24 36.04 35.88 35.54 35.791 10 4 TALA Y REMOCIÓN DE ARBOLES U 29.37 29.42 29.65 29.77 29.89 29.54 29.49 29.7 29.85 29.41 29.46 29.37 29.6 29.84 29.63 29.46 29.76 29.78 29.59 29.65 29.71 29.86 29.83 30.01 29.85 29.72 29.43 29.641 10 5 DESTRONCONADO DE ARBOL H=30.0 MTS. ; TALLO = 1.20 MTS. C/u 286.55 287.07 289.31 290.48 291.6 288.24 287.73 289.76 291.25 286.93 287.44 286.55 288.79 291.11 289.13 287.47 290.34 290.6 288.7 289.33 289.91 291.34 291.03 292.83 291.2 289.96 287.16 289.161 10 6 REUBICACION DE ARBUSTOS C/u 3.47 3.48 3.5 3.52 3.53 3.49 3.48 3.51 3.53 3.47 3.48 3.47 3.5 3.52 3.5 3.48 3.52 3.52 3.5 3.5 3.51 3.53 3.52 3.55 3.53 3.51 3.48 3.51 11 1 ACARREO POSTES DE 26 PIES DENTRO DE LA OBRA U 24.5 24.55 24.74 24.84 24.93 24.65 24.6 24.78 24.9 24.53 24.58 24.5 24.69 24.89 24.72 24.58 24.83 24.85 24.69 24.74 24.79 24.91 24.89 25.04 24.9 24.79 24.55 24.731 11 2 ACARREO DE POSTES DE 35 PIES DENTRO DE LA OBRA U 31.31 31.37 31.61 31.74 31.86 31.5 31.44 31.66 31.82 31.35 31.41 31.31 31.56 31.81 31.59 31.41 31.72 31.75 31.55 31.62 31.68 31.83 31.8 32 31.82 31.68 31.38 31.61 11 3 Acarreo de poste de 45 Pies (dentro de la misma obra) U 38.27 38.34 38.63 38.79 38.94 38.49 38.42 38.7 38.89 38.32 38.39 38.27 38.57 38.87 38.61 38.39 38.77 38.81 38.55 38.64 38.71 38.91 38.86 39.1 38.89 38.72 38.35 38.611 11 4 ACARREO POSTES DE 40 PIES DENTRO DE LA OBRA C/u 34.17 34.23 34.5 34.64 34.77 34.37 34.31 34.56 34.73 34.22 34.28 34.17 34.44 34.72 34.48 34.28 34.62 34.66 34.43 34.5 34.57 34.74 34.71 34.92 34.73 34.58 34.24 34.481 11 6 TRANSPORTE DE POSTES PARA TENDIDO ELECTRICO HASTA EL PROYECTO Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.011 12 1 Conformado de superficie de rodamiento (manual) M2 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.181 12 2 conformado de cuneta de tierra (manual) M 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.232 CONCRETO ESTRUCTURAL2 1 1 Zapata e=0.30 m ref #4@0.13 m A.S. 1L; f'c=210 Kg/cm2; Inc encofrado M3 272.86 273.35 275.48 276.59 277.66 274.46 273.97 275.91 277.33 273.21 273.7 272.86 274.98 277.19 275.31 273.73 276.46 276.7 274.9 275.5 276.05 277.41 277.11 278.83 277.28 276.1 273.43 275.342 1 2 Zapata e=0.35 m ref #5@0.15 m A.S. 1L; f'c=210 Kg/cm2; Inc encofrado M3 269.34 269.82 271.92 273.03 274.08 270.93 270.44 272.35 273.75 269.69 270.17 269.34 271.44 273.62 271.76 270.2 272.89 273.14 271.36 271.95 272.49 273.84 273.54 275.24 273.7 272.54 269.9 271.792 1 4 Zapata e=0.25 m ref #4@14 A.S. f'c=210kg/cm2 M3 226.64 227.05 228.81 229.73 230.61 227.97 227.57 229.17 230.34 226.93 227.34 226.64 228.4 230.23 228.67 227.36 229.62 229.82 228.33 228.83 229.28 230.41 230.16 231.58 230.3 229.33 227.12 228.692 1 5 Zapata de 1.0x1.0x0.225 m; ref #3@0.10 m A.S. 1L; f''c=210kg/cm2 U 45.62 45.71 46.06 46.25 46.43 45.89 45.81 46.14 46.37 45.68 45.77 45.62 45.98 46.35 46.04 45.77 46.23 46.27 45.97 46.07 46.16 46.39 46.34 46.62 46.36 46.17 45.72 46.042 1 6 Zapata de 0.8X0.8X0.2 m ref. #3@ 0.10 m A.S.; f'c=210kg/cm2 U 32.11 32.16 32.41 32.55 32.67 32.3 32.24 32.47 32.63 32.15 32.21 32.11 32.36 32.62 32.4 32.21 32.53 32.56 32.35 32.42 32.48 32.64 32.61 32.81 32.63 32.49 32.17 32.42 1 7 Zapata e=0.25 m ref #4@14 m A.S. 1L; f'c=280kg/cm2 M3 263.74 264.2 266.22 267.29 268.3 265.26 264.8 266.64 267.99 264.07 264.54 263.74 265.76 267.86 266.07 264.56 267.16 267.39 265.68 266.25 266.77 268.06 267.78 269.41 267.93 266.82 264.28 266.092 1 10 Zapata e=0.30 m # 4@0.20 m A.S. 2L; f'c=210kg/cm2; Inc encofrado M3 258.24 258.7 260.72 261.77 262.79 259.77 259.29 261.13 262.48 258.57 259.03 258.24 260.26 262.36 260.57 259.06 261.64 261.87 260.18 260.75 261.26 262.56 262.28 263.89 262.43 261.31 258.78 260.592 1 11 Zapata e=0.20 m # 4@ 0.15 m A.S. 1L; f'c=210 kg/cm2; Inc encofrado M3 275.41 275.9 278.05 279.17 280.26 277.04 276.53 278.49 279.94 275.76 276.26 275.41 277.56 279.8 277.89 276.28 279.04 279.28 277.48 278.08 278.63 280.02 279.72 281.44 279.88 278.68 275.98 277.922 1 12 Zapata 1.0x1.0x0.25 m ref # 4@ 0.10 m A.S. f'c=210 kg/cm2; Inc encofrado U 63.11 63.23 63.72 63.98 64.23 63.49 63.37 63.82 64.15 63.2 63.31 63.11 63.61 64.12 63.68 63.31 63.94 64 63.59 63.73 63.85 64.17 64.1 64.5 64.14 63.86 63.25 63.692 1 13 Zapata 0.80x0.80x0.20 m; # 3@0.10 m A.S 1L.; f''c=210Kg/cm2 U 27.41 27.46 27.67 27.79 27.89 27.57 27.52 27.72 27.86 27.45 27.49 27.41 27.62 27.85 27.66 27.5 27.77 27.8 27.62 27.68 27.73 27.87 27.84 28.01 27.85 27.74 27.47 27.662 1 14 Zapata 1.0X1.0X0.2 m # 3@0.10 m A.S. 1L f''c=210 kg/cm2 U 42.44 42.51 42.84 43.02 43.18 42.69 42.61 42.91 43.13 42.49 42.57 42.44 42.77 43.11 42.82 42.57 43 43.03 42.75 42.85 42.93 43.14 43.1 43.36 43.12 42.94 42.52 42.822 1 15 Zapata 0.80x0.80x0.25 m # 4@0.10 m A.S. f'c=210kg/cm2; Inc encofrado U 56.1 56.2 56.64 56.86 57.09 56.43 56.32 56.72 57.02 56.17 56.27 56.1 56.54 56.99 56.6 56.27 56.84 56.89 56.52 56.64 56.75 57.04 56.97 57.32 57.01 56.76 56.21 56.612 1 17 Zapata 1.35X1.20X0.25; # 4@010 m A.S.; f'c=210Kg/cm2 U 158.5 158.79 160.02 160.67 161.29 159.43 159.15 160.27 161.1 158.71 158.99 158.5 159.74 161.02 159.93 159.01 160.59 160.74 159.69 160.04 160.35 161.15 160.97 161.97 161.07 160.39 158.83 159.942 1 18 Zapata e=0.3 m ref #4@0.18 m A.S. 2L; f'c=280kg/cm2 M3 305.16 305.71 308.09 309.34 310.53 306.96 306.42 308.58 310.17 305.56 306.11 305.16 307.54 310.02 307.91 306.14 309.19 309.47 307.45 308.12 308.73 310.26 309.92 311.85 310.11 308.8 305.8 307.942 1 19 Zapata e=0.35 m ref #4@0.18 m A.S. 2L; f'c=210kg/cm2 M3 231.35 231.77 233.57 234.52 235.43 232.72 232.3 233.95 235.15 231.65 232.07 231.35 233.16 235.03 233.44 232.1 234.41 234.62 233.09 233.6 234.06 235.22 234.96 236.42 235.1 234.11 231.84 233.462 1 20 Zapata e= 0.35 m ref #4@0.18 m A.S.1L; f'c=280kg/cm2 M3 200.02 200.38 201.94 202.76 203.54 201.2 200.84 202.26 203.3 200.28 200.64 200.02 201.58 203.2 201.82 200.66 202.66 202.84 201.52 201.96 202.36 203.36 203.14 204.4 203.26 202.4 200.44 201.842 1 21 Zapata e=0.55 m ref # 4@0.17 m A.S. 2L; f'c=280 kg/cm;Inc moldeado de laterales M3 282.27 282.78 284.98 286.14 287.24 283.94 283.43 285.43 286.9 282.64 283.14 282.27 284.47 286.76 284.81 283.17 286 286.25 284.39 285.01 285.57 286.98 286.67 288.45 286.84 285.63 282.86 284.842 1 22 Zapata e=0.30 m ref # 4@0.175 m A.S. 2 L; f'c=280kg/cm2; Inc moldeados laterales M3 288.75 289.27 291.53 292.71 293.84 290.46 289.94 291.99 293.49 289.13 289.65 288.75 291.01 293.34 291.35 289.68 292.57 292.83 290.92 291.55 292.13 293.58 293.26 295.08 293.43 292.19 289.36 291.382 1 23 Zapata e=0.35 m ref # 4@0.18 m A.S. 2L; f'c=280 kg/cm2; Inc. moldeados laterales M3 288.27 288.79 291.04 292.22 293.35 289.97 289.45 291.5 293 288.65 289.17 288.27 290.52 292.86 290.87 289.2 292.08 292.34 290.44 291.07 291.65 293.09 292.77 294.59 292.94 291.7 288.88 290.92 1 24 Zapata e=0.40 m ref # 4@0.15 m A.S. 2L; f'c=280 kg/cm2 M3 289.34 289.86 292.11 293.3 294.43 291.04 290.52 292.58 294.08 289.71 290.23 289.34 291.59 293.94 291.94 290.26 293.16 293.42 291.51 292.14 292.72 294.17 293.85 295.67 294.02 292.78 289.94 291.972 1 25 Zapata 1.50X1.20X0.25 m ref # 5 @0.24 m A.S. 1L f''c=210 kg/cm2 U 90.86 91.03 91.74 92.11 92.46 91.4 91.24 91.88 92.35 90.98 91.15 90.86 91.57 92.31 91.68 91.16 92.06 92.15 91.55 91.75 91.93 92.38 92.28 92.85 92.34 91.95 91.06 91.692 1 26 Zapata 1.50X1.50X0.25 m ref # 4@0.24 m A.S.1L; f''c=210kg/cm2 U 98.28 98.45 99.22 99.62 100 98.85 98.68 99.38 99.89 98.4 98.58 98.28 99.04 99.84 99.16 98.59 99.57 99.66 99.01 99.23 99.43 99.92 99.81 100.43 99.87 99.44 98.48 99.172 1 27 Zapata 1.50X1.50X0.25 m ref #5@0.28 m A.S. 1L; f''c=210kg/cm2 U 107.14 107.33 108.17 108.61 109.03 107.77 107.58 108.34 108.9 107.28 107.47 107.14 107.98 108.84 108.11 107.48 108.56 108.65 107.94 108.18 108.39 108.93 108.81 109.49 108.88 108.42 107.37 108.122 1 28 Zapata 1.80X1.80X0.25 m ref #5@0.17 m A.S.; f'c=201kg/cm2 U 185.27 185.6 187.05 187.81 188.54 186.37 186.03 187.35 188.32 185.51 185.84 185.27 186.72 188.23 186.94 185.86 187.71 187.88 186.67 187.07 187.44 188.38 188.17 189.33 188.28 187.48 185.66 186.962 1 29 Zapata 1.50X1.50X0.25 m ref #5@0.20 m A.S.1L f''c=210kg/cm2 U 122.87 123.09 124.05 124.55 125.03 123.59 123.37 124.25 124.89 123.03 123.25 122.87 123.83 124.82 123.98 123.26 124.49 124.6 123.79 124.06 124.31 124.92 124.79 125.56 124.86 124.33 123.13 123.992 1 30 Zapata 2.00X2.00X0.55 m ref. #3@0.20 m A.S.1L; f''c=210kg/cm2 incluye encofrado U 335.68 336.28 338.9 340.28 341.59 337.66 337.06 339.44 341.19 336.11 336.72 335.68 338.3 341.02 338.7 336.75 340.11 340.41 338.2 338.93 339.61 341.29 340.91 343.03 341.12 339.67 336.38 338.732 1 31 Zapata 0.70x0.90x0.25 m ref #4@0.10 m A.S.; f'c=210 kg/cm2 U 39.02 39.09 39.4 39.56 39.71 39.25 39.18 39.46 39.66 39.07 39.14 39.02 39.33 39.64 39.37 39.15 39.54 39.57 39.32 39.4 39.48 39.68 39.63 39.88 39.66 39.49 39.1 39.382 1 32 Zapata 1.40X1.55X0.30 n ref. # 4@0.13 m A.S.; 1L; f'c=210kg/cm2 U 138.57 138.81 139.9 140.46 141.01 139.39 139.13 140.12 140.84 138.74 138.99 138.57 139.65 140.77 139.81 139 140.39 140.51 139.61 139.91 140.18 140.88 140.73 141.6 140.82 140.21 138.85 139.832 1 33 Zapata de 0.60X0.60X0.30 m ref. #3@0.14 m A.S.; f'c=210kg/cm2 U 20.19 20.22 20.38 20.46 20.54 20.31 20.27 20.41 20.52 20.21 20.25 20.19 20.34 20.51 20.37 20.25 20.45 20.47 20.34 20.38 20.42 20.52 20.5 20.63 20.51 20.43 20.23 20.372 1 34 Zapata 1.70X1.70X0.40 m ref. #5@0.12 m A.S.; f'c=210kg/cm2 U 278.8 279.3 281.48 282.61 283.72 280.46 279.94 281.92 283.39 279.16 279.66 278.8 280.98 283.25 281.32 279.69 282.48 282.72 280.9 281.51 282.06 283.47 283.16 284.9 283.33 282.12 279.38 281.342 1 35 Zapata de 1.40x1.40x0.25 m ref #4@0.15 m A.S.; f'c=210kg/cm2 U 141.64 141.9 143 143.58 144.14 142.48 142.22 143.23 143.97 141.83 142.08 141.64 142.75 143.9 142.92 142.09 143.51 143.64 142.71 143.02 143.3 144.01 143.86 144.74 143.94 143.33 141.94 142.932 1 36 Zapata de 1.70X1.70X0.40 m ref. #5@0.12 m A.S.; f'c=210kg/cm2 U 277.11 277.6 279.77 280.89 281.99 278.75 278.23 280.21 281.66 277.46 277.96 277.11 279.27 281.52 279.6 277.98 280.76 281 279.19 279.79 280.34 281.74 281.44 283.17 281.6 280.4 277.68 279.632 1 37 Zapata 1.4X1.4X0.25 m ref #4@0.15 m A.S.; f'c=210 kg/cm2 U 245.01 245.45 247.36 248.36 249.32 246.46 246.01 247.75 249.03 245.33 245.77 245.01 246.92 248.91 247.22 245.79 248.24 248.46 246.85 247.39 247.87 249.1 248.84 250.37 248.98 247.92 245.52 247.242 1 39 Zapata e=0.30 m ref LI # 4@0.15 m A.S.; LS # 3@0.20 m A.S.; f'c=280kg/cm2 M3 152.19 152.45 153.56 154.15 154.7 153.03 152.78 153.79 154.53 152.38 152.63 152.19 153.3 154.46 153.48 152.65 154.08 154.2 153.26 153.58 153.86 154.57 154.42 155.32 154.5 153.89 152.49 153.492 1 40 Zapata e=0.3 m ref # 5@0.20 m A.S.; f'c=210kg/cm2; Inc. Encofrado. M3 133.95 134.19 135.24 135.79 136.31 134.74 134.5 135.45 136.15 134.13 134.37 133.95 135 136.08 135.16 134.38 135.72 135.84 134.96 135.25 135.52 136.19 136.04 136.89 136.12 135.55 134.23 135.172 1 42 ZAPATA CORRIDA 1.9X0.25M REF. 12#3 +EST #5@17.5 M3 244.29 244.73 246.63 247.63 248.59 245.73 245.29 247.02 248.29 244.6 245.04 244.29 246.19 248.17 246.49 245.07 247.51 247.73 246.12 246.66 247.14 248.37 248.1 249.64 248.24 247.19 244.8 246.512 1 44 Zapata corrida 1.10X0.30 m ref long #3@0.20 m ref transv #4@0.20 m 2L; f'c=280 kg/cm2 M3 222.53 222.93 224.67 225.57 226.45 223.85 223.43 225.02 226.19 222.82 223.21 222.53 224.27 226.08 224.54 223.23 225.46 225.66 224.21 224.69 225.13 226.25 226.01 227.4 226.14 225.17 222.99 224.562 1 45 Zapata 1.00X1.00X0.30 m ref #4@0.20 m A.S. 2L; f'c=210 kg/cm2; Inc Enconfrados U 91.66 91.84 92.5 92.91 93.26 92.21 92.01 92.71 93.12 91.79 91.94 91.66 92.35 93.09 92.46 91.95 92.86 92.93 92.33 92.52 92.73 93.18 93.05 93.64 93.11 92.75 91.86 92.462 1 46 Zapata 1.20X1.20X0.30 m ref #4@0.40m A.S. 2L; f'c=210kg/cm2 U 108.5 108.72 109.5 109.98 110.4 109.17 108.93 109.75 110.25 108.67 108.84 108.5 109.33 110.2 109.45 108.84 109.93 110.02 109.31 109.51 109.8 110.32 110.17 110.85 110.22 109.8 108.74 109.462 1 47 Zapata e=0.40 m ref #4@0.15 m A.S. 2L; f'c=210 kg/cm2 M3 277.81 278.31 280.4 281.59 282.67 279.46 278.89 280.96 282.29 278.19 278.66 277.81 279.94 282.19 280.26 278.69 281.46 281.68 279.86 280.45 281.06 282.44 282.1 283.84 282.25 281.1 278.39 280.272 1 48 Zapata e=0.50 m ref LS #5@0.135 m LI #8@.20 m; f'c=210 kg/cm2 M3 254.98 255.44 257.4 258.46 259.48 256.51 255.99 257.86 259.16 255.33 255.77 254.98 256.95 259.02 257.27 255.79 258.34 258.56 256.89 257.45 257.96 259.24 258.95 260.54 259.09 257.99 255.53 257.32 1 49 Zapata corrida 0.60X0.25 m ref #3@0.10 m A.S. 1L; f'c=210 kg/cm2 M3 134.46 134.69 135.73 136.29 136.83 135.25 134.99 135.96 136.67 134.64 134.87 134.46 135.51 136.6 135.68 134.88 136.22 136.35 135.46 135.78 136.03 136.71 136.56 137.39 136.63 136.04 134.74 135.692 1 50 Zapata 1.20X1.20X0.30 m; ref #4@0.15 m A.S. 1L; f'c=210kg/cm2; Inc encofrado U 114.72 114.95 115.78 116.28 116.73 115.42 115.17 116.04 116.57 114.9 115.08 114.72 115.59 116.52 115.72 115.08 116.23 116.32 115.57 115.8 116.08 116.64 116.49 117.2 116.54 116.09 114.97 115.732 1 51 Zapata 0.80X0.80X0.25 m ref #4@0.15 m A.S. 1L; f'c=210Kg/cm2; Inc encofrado U 49.1 49.2 49.54 49.77 49.96 49.4 49.29 49.68 49.87 49.18 49.25 49.1 49.47 49.87 49.52 49.25 49.75 49.78 49.46 49.55 49.69 49.92 49.85 50.16 49.87 49.7 49.21 49.522 1 52 Zapata 0.85X0.85X0.25 m; ref #4@0.10 A.S. 1L; f´c=210kg/cm2; Inc encofrado U 54.57 54.67 55.06 55.3 55.53 54.9 54.78 55.2 55.42 54.65 54.74 54.57 54.97 55.41 55.03 54.74 55.28 55.33 54.96 55.06 55.22 55.48 55.39 55.74 55.41 55.22 54.68 55.042 1 53 Zapata 0.8X1.50X0.25 m; ref #4@0.15 A.S. 1L; f´c=210kg/cm2; Inc moldeado U 91.63 91.81 92.48 92.88 93.23 92.19 91.99 92.68 93.09 91.77 91.91 91.63 92.34 93.06 92.43 91.93 92.84 92.9 92.31 92.49 92.72 93.16 93.03 93.61 93.08 92.74 91.84 92.442 1 54 Zapata 0.8X1.50X0.25m ref #4@0.10 A.S. 1L; f´c=210kg/cm2; Inc encofrado U 96.24 96.44 97.13 97.56 97.92 96.83 96.62 97.36 97.78 96.39 96.55 96.24 96.98 97.74 97.09 96.56 97.52 97.59 96.96 97.15 97.39 97.86 97.72 98.33 97.76 97.41 96.47 97.12 1 55 Zapata 0.8X1.6X0.25 m ref #4@0.15 m A.S. 1L; f´c=210Kg/cm2; Inc encofrado U 86.31 86.48 87.11 87.49 87.83 86.84 86.64 87.31 87.69 86.46 86.59 86.31 86.97 87.66 87.06 86.59 87.46 87.51 86.95 87.13 87.34 87.76 87.63 88.18 87.67 87.36 86.51 87.072 1 56 Zapata 1.20X1.20X0.25 m; ref #4@0.15 m A.S. 1L; f´c=210 kg/cm2; Inc encofrado U 98.22 98.42 99.12 99.56 99.94 98.82 98.61 99.35 99.79 98.37 98.53 98.22 98.98 99.75 99.09 98.53 99.51 99.58 98.95 99.14 99.38 99.87 99.73 100.34 99.77 99.4 98.44 99.092 1 57 Zapata 1.4X1.20X0.25 m; ref #4@0.15 m A.S. 1L; f´c=210kg/cm2; Inc encofrado U 111.09 111.31 112.1 112.62 113.04 111.77 111.53 112.37 112.87 111.26 111.44 111.09 111.94 112.84 112.06 111.45 112.56 112.64 111.92 112.14 112.42 112.97 112.8 113.49 112.86 112.43 111.34 112.07

2 1 58 Zapata 2.0X1.2X0.25 m; ref#4@0.15 m 1L; f´c=210kg/cm2; Inc encofrado U 155.89 156.19 157.32 158.02 158.63 156.81 156.5 157.67 158.39 156.13 156.37 155.89 157.08 158.33 157.25 156.39 157.94 158.06 157.03 157.34 157.73 158.51 158.29 159.26 158.37 157.74 156.23 157.262 1 59 Zapata 1.40X1.40X0.20 m ref #4@0.15 A.S. 1L; f´c=210kg/cm2; inc encofrado U 113.4 113.63 114.44 114.94 115.39 114.09 113.85 114.71 115.21 113.57 113.75 113.4 114.28 115.17 114.4 113.76 114.9 114.98 114.23 114.46 114.75 115.3 115.15 115.85 115.19 114.77 113.65 114.412 1 60 Zapata 1.0X1.0X0.25 m ref #4@0.15 m A.S. 1L; f´c=210kg/cm2; Inc encofrado U 223.45 223.84 225.54 226.49 227.38 224.78 224.31 225.96 227.08 223.76 224.12 223.45 225.18 226.99 225.42 224.15 226.38 226.56 225.11 225.59 226.06 227.19 226.92 228.29 227.04 226.07 223.93 225.452 1 62 Zapata e=0.30 m ref #4@0.10 m A.S. 1L; f'c=210KG/CM2 M3 268.04 268.52 270.61 271.7 272.77 269.63 269.12 271.04 272.44 268.39 268.87 268.04 270.14 272.32 270.47 268.9 271.56 271.79 270.04 270.66 271.15 272.53 272.24 273.91 272.38 271.19 268.59 270.492 1 63 Zapata corrida 1.75X0.40 m LI:#4@0.15 m A.S. LS:#4@0.15 m Long y #5@0.15 Transv; f'c=210kg/cm2 M3 253.93 254.36 256.35 257.4 258.39 255.43 254.94 256.76 258.09 254.24 254.72 253.93 255.9 257.97 256.22 254.74 257.25 257.48 255.83 256.4 256.86 258.17 257.9 259.46 258.05 256.9 254.46 256.242 1 64 Zapata anular e=0.35m B entre 0.80-1.2 m ref 6#4 (Anular) est#3@0.30m (radial) f'c=210 k M3 217.41 217.78 219.47 220.38 221.24 218.71 218.28 219.84 220.98 217.68 218.07 217.41 219.1 220.89 219.36 218.09 220.26 220.46 219.03 219.53 219.93 221.04 220.8 222.15 220.92 219.95 217.86 219.382 1 65 Zapata e=0.35 m LI #3@0.125 A.S.; LS #4@0.25 A.S.; f'c=210 kg/cm2 M3 224.88 225.27 227.02 227.95 228.85 226.21 225.78 227.39 228.58 225.17 225.58 224.88 226.63 228.47 226.92 225.6 227.83 228.04 226.56 227.08 227.48 228.64 228.4 229.79 228.52 227.51 225.36 226.942 1 66 Zapata de 0.80x0.80x0.50; ref 3 #3 A.S.; f'c=210 kg/cm2 U 43 43.08 43.41 43.58 43.75 43.26 43.17 43.48 43.7 43.06 43.13 43 43.34 43.68 43.39 43.14 43.56 43.6 43.32 43.41 43.5 43.71 43.67 43.93 43.69 43.51 43.09 43.392 1 67 Zapata e=0.50 m ref LS # 5@0.13 m A.S.; LI: #8 @0.20 m A.S.; f'c=210 kg/cm2 M3 310.29 310.83 313.21 314.45 315.64 312.08 311.53 313.69 315.28 310.68 311.23 310.29 312.66 315.12 313.02 311.26 314.3 314.58 312.57 313.24 313.85 315.37 315.03 316.95 315.21 313.91 310.92 313.052 1 68 Zapata corrida Ref. #6@ a.s 2 lechos fc=210 kg/cm2 Incluye el Moldeado M3 284.4 284.89 287.13 288.28 289.41 286.07 285.5 287.58 289.07 284.76 285.26 284.4 286.58 288.93 286.96 285.29 288.15 288.4 286.52 287.17 287.7 289.15 288.86 290.59 289.02 287.73 284.99 286.982 1 69 Zapata corrida 1.0X0.30 m ref. #4@0.12 m A.S. fc=210 kg/cm2 M3 225.74 226.14 227.91 228.82 229.72 227.08 226.66 228.27 229.45 226.03 226.43 225.74 227.51 229.34 227.77 226.46 228.71 228.91 227.44 227.93 228.38 229.52 229.27 230.68 229.41 228.42 226.21 227.82 1 70 Zapata 1.40X1.40X0.30 m ref 4#4@0.12 m f'c=210kg/cm2; Inc moldeado C/u 149.74 150 151.17 151.78 152.37 150.62 150.34 151.41 152.2 149.93 150.2 149.74 150.91 152.12 151.08 150.21 151.71 151.84 150.86 151.19 151.49 152.24 152.08 153.01 152.17 151.52 150.05 151.12 1 71 Zapata e=0.65 m ref #6@0.20 m; fc=280 kg/cm2 M3 224.88 225.27 226.99 227.87 228.74 226.19 225.77 227.33 228.49 225.16 225.55 224.88 226.6 228.38 226.86 225.57 227.76 227.96 226.53 227.01 227.44 228.55 228.31 229.67 228.44 227.48 225.33 226.882 1 72 Zapata e=0.25 m ref. #3@0.10 m A.S. f'c=210 kg/cm2 M3 180.39 180.7 182.09 182.81 183.52 181.45 181.11 182.37 183.31 180.62 180.93 180.39 181.78 183.22 181.99 180.95 182.72 182.88 181.73 182.11 182.46 183.36 183.17 184.27 183.28 182.5 180.76 182.012 1 73 Zapata corrida 1.30x0.30 m ref. #5@0.25 m y # 3@0.21 m f'c=210 kg/cm2 M3 169.43 169.73 171.03 171.71 172.37 170.42 170.11 171.29 172.17 169.64 169.94 169.43 170.74 172.09 170.93 169.96 171.62 171.77 170.69 171.05 171.38 172.22 172.04 173.07 172.14 171.41 169.78 170.952 1 74 Zapata e=0.25 m ref. #4@0.10 m A.S. f'c=210 kg/cm2 M3 258.4 258.84 260.87 261.93 262.95 259.93 259.44 261.28 262.63 258.72 259.2 258.4 260.41 262.52 260.73 259.23 261.79 262.02 260.34 260.92 261.39 262.73 262.44 264.04 262.59 261.43 258.94 260.752 1 77 Zapata de 1.40x1.40x0.30 m ref #4@0.13 m. A.S. 2L; f'c=210kg/cm2; Inc encofrado. C/u 135.61 135.86 136.92 137.47 138 136.41 136.17 137.13 137.84 135.79 136.03 135.61 136.67 137.77 136.83 136.05 137.4 137.53 136.63 136.93 137.2 137.88 137.73 138.58 137.81 137.23 135.9 136.852 1 78 Zapata e=0.20 m ref 4 #4 A.S. f'c=210kg/cm2; Inc moldeado M3 256.33 256.79 258.79 259.85 260.88 257.86 257.37 259.21 260.54 256.64 257.11 256.33 258.34 260.44 258.64 257.13 259.72 259.96 258.27 258.84 259.32 260.63 260.36 261.92 260.48 259.37 256.88 258.672 1 79 Zapata octogonal de columna central para tanque de almacenamiento de agua M3 241.87 242.28 244.17 245.16 246.13 243.3 242.82 244.57 245.83 242.17 242.61 241.87 243.74 245.71 244.04 242.62 245.04 245.25 243.68 244.21 244.67 245.89 245.64 247.13 245.76 244.68 242.37 244.072 1 80 Zapata centrada con peralte variable anillos #5@0.20 m.; f'c=210kg/cm2; Inc encofrado M3 1551.48 1554.28 1566.38 1572.74 1578.79 1560.64 1557.84 1568.86 1576.93 1553.5 1556.3 1551.48 1563.59 1576.15 1565.45 1556.45 1571.96 1573.36 1563.12 1566.53 1569.63 1577.39 1575.69 1585.46 1576.62 1569.95 1554.74 1565.62 1 81 Zapata 1.8 x 1.5 m #5 @ 20 a.s un solo lecho f´c 210 kg/cm2 premezclado Sg. 479.33 480.2 483.94 485.9 487.77 482.16 481.3 484.7 487.2 479.95 480.82 479.33 483.07 486.96 483.65 480.87 485.66 486.09 482.93 483.98 484.94 487.34 486.81 489.83 487.1 485.04 480.34 483.72 1 82 Zapata e=0.40 m ref #4@0.15 m A.S. 1L; f''c=210kg/cm2 M3 321.06 321.61 324.1 325.44 326.74 322.95 322.32 324.63 326.32 321.46 322.03 321.06 323.57 326.17 323.94 322.06 325.27 325.57 323.46 324.17 324.79 326.42 326.04 328.09 326.26 324.82 321.73 323.972 1 83 Zapata de 1.00x1.00x0.30 m ref #5@0.15 m A.S. f´c= 210 Kg/cm2 U 75.83 75.97 76.56 76.87 77.17 76.28 76.15 76.68 77.08 75.93 76.07 75.83 76.43 77.04 76.52 76.08 76.84 76.9 76.4 76.57 76.72 77.1 77.02 77.5 77.06 76.74 75.99 76.522 1 84 Zapata 1.9X1.9X0.30 m ref LS #4@0.30 m. A.S.; LI #4@0.20 m A.S. f'c=210 kg/cm2; Inc encofrado C/u 294.4 294.92 297.23 298.43 299.58 296.16 295.59 297.7 299.23 294.79 295.31 294.4 296.72 299.1 297.06 295.34 298.27 298.54 296.63 297.29 297.84 299.34 299 300.82 299.18 297.88 295.02 297.082 1 85 Zapata e=0.35 m ref L1 #3@0.20 m + #3@0.30 m (long.); L2 #4@0.20 m + #3@0.30 (long.) f´c=210 Kg/cm2 M3 176.38 176.7 178.07 178.79 179.48 177.42 177.1 178.35 179.27 176.61 176.93 176.38 177.75 179.18 177.97 176.94 178.71 178.87 177.7 178.09 178.44 179.32 179.13 180.24 179.23 178.48 176.75 177.982 1 86 Zapata e=0.60 m. ref LS #6@0.25 m + #5@0.25 m; LI #3@0.25 m A.S.; f'c=210kg/cm2 M3 223.99 224.38 226.14 227.05 227.94 225.34 224.87 226.49 227.67 224.27 224.67 223.99 225.74 227.57 226.01 224.68 226.96 227.14 225.68 226.19 226.59 227.74 227.48 228.87 227.62 226.61 224.45 226.042 1 87 Zapata corrida 0.90x0.20 m.;ref.L1 #3@0.115 m L2 #4@0.155 m; f'c=210kg/cm2 M 65.19 65.32 65.84 66.08 66.32 65.59 65.47 65.93 66.26 65.3 65.41 65.19 65.7 66.22 65.77 65.41 66.05 66.11 65.68 65.85 65.96 66.27 66.2 66.62 66.24 65.96 65.35 65.82 1 88 Zapata corrida de 1.30x 0.30 m; ref. #5@0.155 m + ref. #3@0.115 m 1L; f'c=210 kg/cm2 M 133.32 133.56 134.6 135.14 135.66 134.1 133.85 134.83 135.51 133.51 133.72 133.32 134.36 135.46 134.52 133.73 135.1 135.21 134.31 134.64 134.89 135.55 135.41 136.26 135.49 134.9 133.61 134.552 1 89 Zapata corrida de 1.95x 0.30 m; ref. #5@0.155 m + ref. #3@0.115 m 1L; f'c=210 kg/cm2 M 203.48 203.83 205.42 206.27 207.05 204.68 204.29 205.76 206.84 203.74 204.13 203.48 205.08 206.73 205.32 204.15 206.13 206.33 205.01 205.47 205.86 206.88 206.66 207.93 206.78 205.88 203.92 205.342 1 90 Zapata corrida de 2.50x0.30 m; ref. #5@0.155 m + ref. #3@0.115 m 1L; f'c=210 kg/cm2 M 258.48 258.94 260.94 262 263.02 260.01 259.51 261.38 262.71 258.81 259.28 258.48 260.5 262.6 260.79 259.29 261.88 262.11 260.43 261 261.49 262.77 262.49 264.13 262.67 261.54 259.01 260.842 1 91 Zapata e=0.40 m; ref #6 @0.15m A.S 1L; f´c=210 kg/cm2 M3 391.34 392.04 395.08 396.7 398.26 393.65 392.89 395.72 397.77 391.85 392.52 391.34 394.39 397.58 394.87 392.58 396.5 396.86 394.27 395.15 395.89 397.89 397.45 399.9 397.69 395.94 392.16 394.912 1 92 Zapata de 2.8x2.8x0.4 Refuerzo 21#6 A.S. f´c=210 kg/cm2 M3 282.69 283.18 285.39 286.54 287.67 284.36 283.8 285.84 287.34 283.04 283.56 282.69 284.89 287.19 285.24 283.58 286.4 286.67 284.81 285.44 285.98 287.42 287.1 288.85 287.27 286.03 283.29 285.282 1 93 Zapata 0.80x0.80x0.20 m ref. #4@0.15 m A.S f´c=210 Kg/cm2 Incluye encofrado U 41.98 42.06 42.39 42.56 42.74 42.25 42.15 42.46 42.68 42.04 42.12 41.98 42.34 42.66 42.39 42.12 42.55 42.59 42.33 42.41 42.48 42.69 42.64 42.91 42.66 42.48 42.07 42.392 1 95 Zapata de estribo 4.50X0.80 m ref long #6@0.20 m ref transv #8@0.20 m; f'c=280 kg/cm2 M 1206.16 1208.33 1217.74 1222.68 1227.39 1213.28 1211.11 1219.67 1225.95 1207.73 1209.9 1206.16 1215.57 1225.34 1217.02 1210.02 1222.08 1223.17 1215.21 1217.86 1220.28 1226.31 1224.98 1232.58 1225.7 1220.52 1208.69 1217.142 1 96 Zapata e=0.45 m; ref #5@0.15 m 2L; f'c = 210 kg /cm2 M3 255.19 255.64 257.61 258.68 259.7 256.7 256.2 258.04 259.38 255.53 255.96 255.19 257.17 259.26 257.48 256 258.55 258.78 257.1 257.67 258.16 259.45 259.18 260.75 259.32 258.19 255.72 257.512 1 98 Zapata 3.30X3.00X0.50 m; ref transv #5@0.25 m; ref long #4@0.25 m; Ambos Lechos; f'c=210 kg/cm2 C/u 1171.85 1173.84 1183 1187.82 1192.51 1178.8 1176.46 1184.96 1191.08 1173.34 1175.42 1171.85 1180.95 1190.56 1182.39 1175.51 1187.24 1188.32 1180.63 1183.23 1185.46 1191.39 1190.16 1197.38 1190.84 1185.59 1174.32 1182.532 1 99 Zapata 2.70X3.00X0.40 m ref long #4@0.25 m ref trans #5@0.20 m; f'c = 210 kg/cm2 C/u 857.02 858.53 865.18 868.72 872.16 862.1 860.42 866.59 871.09 858.11 859.64 857.02 863.7 870.69 864.74 859.71 868.31 869.08 863.44 865.35 866.97 871.32 870.42 875.71 870.92 867.08 858.83 864.852 1 100 Zapata 1.80x3.00x0.25 m; RL #4@0.25 m RT#4@0.12 m; f'c=210kg/cm2; inc encofrado C/u 354.54 355.17 357.93 359.37 360.8 356.64 355.93 358.49 360.35 354.98 355.61 354.54 357.3 360.19 357.73 355.64 359.21 359.52 357.19 357.99 358.66 360.45 360.07 362.28 360.28 358.7 355.3 357.782 1 101 Zapata 2.60x2.60x0.60 m; Ls #4@0.25 m Li #6@0.11 m; f'c=280kg/cm2 C/u 1084.4 1086.23 1094.71 1099.15 1103.47 1090.79 1088.77 1096.45 1102.2 1085.83 1087.73 1084.4 1092.81 1101.62 1094.06 1087.8 1098.59 1099.52 1092.54 1094.8 1097.05 1102.58 1101.29 1108.04 1102.05 1097.18 1086.52 1094.152 1 105 Zapata 1.95x1.95x0.30 m; Ls #3@0.15 m; Li#4@0.185 m 2L; f'c=210kg/cm2; inc encofrado C/u 321.49 322.05 324.53 325.87 327.18 323.38 322.76 325.08 326.77 321.9 322.45 321.49 323.97 326.61 324.38 322.48 325.73 326.01 323.88 324.6 325.23 326.89 326.52 328.49 326.7 325.28 322.16 324.432 1 106 Zapata 0.35X1.70m+diente 0.30X0.25m; RL#3@0.17 AL+1#4 RT LS#5@0.15m LI#3@0.17m; f'c=210; inc encof M3 251.05 251.5 253.45 254.48 255.48 252.55 252.05 253.86 255.17 251.39 251.81 251.05 253.02 255.06 253.32 251.84 254.36 254.58 252.95 253.51 253.96 255.25 254.94 256.52 255.13 253.99 251.6 253.342 1 107 Zapata de 0.90x0.90x0.30 m; ref #4@0.12 m A.S. 1L; f'c=210 Kg/cm2 C/u 61.15 61.25 61.73 61.99 62.22 61.52 61.38 61.83 62.15 61.22 61.32 61.15 61.63 62.12 61.69 61.33 61.97 62.01 61.62 61.74 61.85 62.17 62.11 62.48 62.14 61.87 61.27 61.72 1 108 Zapata de 1.0x1.0x0.35 m; ref #4@0.12 m A.S. 1L; f'c=210Kgf/cm2 C/u 82.5 82.63 83.26 83.62 83.94 82.99 82.81 83.4 83.83 82.59 82.74 82.5 83.13 83.81 83.22 82.75 83.56 83.65 83.11 83.28 83.44 83.86 83.77 84.28 83.82 83.47 82.66 83.232 1 109 Zapata de 0.90x0.90x0.25 m; ref #4@0.12 m A.S. 1L; f'c=210Kgf/cm2 C/u 70.13 70.24 70.8 71.09 71.36 70.55 70.41 70.91 71.28 70.22 70.34 70.13 70.69 71.25 70.75 70.34 71.07 71.13 70.67 70.81 70.92 71.3 71.24 71.67 71.27 70.96 70.27 70.772 1 110 Zapata de 1.30x1.60x0.30 m; ref #4@0.12 m A.S. 1L; f'c=210Kgf/cm2 C/u 121.4 121.59 122.54 123.04 123.54 122.11 121.87 122.74 123.38 121.55 121.75 121.4 122.33 123.33 122.47 121.77 122.98 123.1 122.3 122.57 122.79 123.41 123.29 124.05 123.35 122.81 121.64 122.492 1 111 Zapata corrida 1.2x0.25 m; RL #3@0.20 m+RT#4@0.15 m 1L; f'c=210kg/cm2 inc encofrado M3 204.84 205.19 206.78 207.6 208.43 206.04 205.63 207.11 208.19 205.08 205.44 204.84 206.4 208.11 206.68 205.45 207.5 207.69 206.36 206.84 207.19 208.24 208.03 209.27 208.16 207.21 205.25 206.72 1 112 Zapata corrida 0.9x0.25 m; RL#3@0.15 m+RT#4@0.15 m1L; f'c=210Kg/cm2; inc encofrado M3 247.75 248.16 250.08 251.09 252.12 249.2 248.71 250.49 251.8 248.06 248.49 247.75 249.66 251.69 249.95 248.5 251 251.22 249.59 250.15 250.62 251.86 251.6 253.16 251.75 250.64 248.24 249.992 1 113 Zapata corrida 0.7x0.25 m; RL #3@0.15 m+RT #4@0.15 m; f'c=210Kg/cm2; inc encofrado M3 251.05 251.45 253.4 254.42 255.45 252.52 252.03 253.82 255.14 251.34 251.79 251.05 252.97 255.01 253.27 251.81 254.32 254.55 252.9 253.47 253.94 255.21 254.93 256.48 255.07 253.97 251.56 253.32 1 114 Zapata 2.20x2.20x0.30 m; Ls#4@0.25 m A.S.+Li #4@0.15 m; f'c=210Kg/cm2; inc encofrado C/u 392.06 392.72 395.76 397.39 398.98 394.36 393.59 396.41 398.49 392.56 393.22 392.06 395.12 398.3 395.58 393.26 397.2 397.56 395 395.86 396.6 398.61 398.18 400.59 398.4 396.65 392.87 395.622 1 115 Zapata 2.40x2.80x0.30 m; Li #4@0.14 m A.S. + Ls #4@0.25 A.S.; f'c=210Kg/cm2 Inc encofrado U 570.35 571.31 575.77 578.1 580.39 573.71 572.59 576.72 579.7 571.05 572.07 570.35 574.79 579.45 575.45 572.12 577.83 578.36 574.63 575.88 576.96 579.87 579.24 582.78 579.58 577.02 571.53 575.522 1 116 Zapata 2.0x4.0x0.30 m; Ls #4@0.25 m A.S. Li #4@0.15 m; f'c=210Kg/cm2 Inc encofrado C/u 545.64 546.57 550.82 553.08 555.26 548.88 547.78 551.72 554.59 546.33 547.27 545.64 549.87 554.34 550.54 547.31 552.81 553.3 549.73 550.96 551.98 554.75 554.15 557.54 554.48 552.03 546.77 550.612 1 117 Zapata 2.90x2.80x0.35 m; Ls #4@0.20 m A.S.+Li #4@0.18 m A.S.; f'c=210Kg/cm2; inc encofrado C/u 624.44 625.51 630.35 632.96 635.45 628.13 626.88 631.4 634.66 625.23 626.32 624.44 629.29 634.4 630.05 626.37 632.63 633.21 629.11 630.5 631.68 634.87 634.19 638.03 634.54 631.74 625.75 630.122 1 118 Zapata 2.0x2.10x0.30 m; Ls #4@0.26 m A.S+Li #4@0.20 m A.S.; f'c=210Kg/cm2; inc encofrado C/u 333.25 333.81 336.41 337.79 339.14 335.2 334.56 336.96 338.73 333.65 334.25 333.25 335.82 338.59 336.24 334.28 337.63 337.95 335.73 336.49 337.13 338.83 338.45 340.53 338.66 337.17 333.95 336.292 1 119 Zapata 2.20x2.80x0.35 m; Ls #4@0.25 m A.S.+Li #4@0.15 m A.S.; f'c=210Kg/cm2; inc encofrado C/u 546.73 547.69 551.94 554.19 556.39 550.01 548.89 552.86 555.69 547.43 548.41 546.73 551 555.46 551.65 548.44 553.92 554.42 550.85 552.06 553.1 555.87 555.29 558.66 555.59 553.16 547.88 551.722 1 120 Zapata 2.00x2.20x0.30 m; Ls #4@0.25 m A.S.+Li #4@0.20 m A.S. f'c=210Kg/cm2; inc encofrado C/u 354.16 354.76 357.54 358.97 360.41 356.26 355.56 358.11 359.97 354.61 355.23 354.16 356.9 359.81 357.33 355.25 358.8 359.14 356.8 357.6 358.26 360.06 359.68 361.89 359.9 358.32 354.91 357.392 1 121 Zapata 0.80X0.80X0.25 m; ref #4@0.10 A.S. 1L; f'c=210Kgf/cm2 C/u 43.12 43.2 43.53 43.71 43.88 43.38 43.29 43.6 43.83 43.17 43.26 43.12 43.46 43.81 43.52 43.26 43.68 43.74 43.45 43.54 43.62 43.84 43.8 44.06 43.81 43.64 43.21 43.522 1 122 Zapata e=0.60 m; RL#6@0.17 m+ RT #6@0.31 m 2L; f'c=280 Kg/cm2 M3 236.04 236.46 238.3 239.27 240.19 237.43 237 238.68 239.91 236.34 236.77 236.04 237.88 239.79 238.16 236.79 239.15 239.36 237.81 238.32 238.8 239.98 239.72 241.2 239.86 238.84 236.53 238.182 1 123 Zapata corrida 0.70x0.25 m; RT#4@0.15 m+RL#3@0.15 m; f'c=210Kg/cm2 M 38.99 39.04 39.35 39.51 39.67 39.22 39.14 39.41 39.63 39.02 39.1 38.99 39.29 39.61 39.34 39.1 39.49 39.52 39.27 39.36 39.42 39.63 39.59 39.83 39.62 39.42 39.07 39.342 1 124 Zapata corrida 1.25x0.30 m+diente 0.25x0.20 m; RL 6#3+RT#4@0.15 m 2L+1#3+G#3@0.15 m ; f'c=210Kg/cm2 M 112.1 112.3 113.19 113.64 114.08 112.79 112.55 113.37 113.94 112.23 112.44 112.1 112.98 113.9 113.11 112.46 113.59 113.69 112.96 113.2 113.42 113.97 113.87 114.57 113.92 113.43 112.34 113.122 1 125 Zapata Corrida 1.10X0.30 m; RL 5#3+#4@0.15 m 2L; f'c=210Kg/cm2 M 88.77 88.92 89.65 90 90.36 89.31 89.13 89.79 90.24 88.89 89.04 88.77 89.5 90.21 89.58 89.06 89.97 90.04 89.47 89.66 89.83 90.27 90.18 90.72 90.23 89.85 88.98 89.592 1 126 Zapata 1.25x1.0x0.25 m; ref #4@0.14 A. S. 1L; f'c=210Kg/cm2 U 77.25 77.39 77.99 78.32 78.63 77.71 77.56 78.12 78.53 77.36 77.49 77.25 77.85 78.49 77.96 77.49 78.28 78.35 77.84 78.01 78.16 78.56 78.46 78.95 78.51 78.16 77.41 77.972 1 127 Zapata 7.0x4.5x0.60 m; Ls #4@0.25 m A.S.+Li (RT #7@0.20 m+RL #8@0.25 m); f'c=280Kg/cm2 C/u 4440.63 4448.19 4481.57 4499.32 4516.19 4466.1 4458.33 4488.67 4510.75 4446.18 4453.93 4440.63 4474 4508.54 4479.44 4454.28 4496.92 4500.8 4472.65 4482.1 4490.5 4511.92 4507.19 4534.38 4509.92 4491.36 4449.36 4479.762 1 130 Zapata e=0.35 m; ref#5@0.16 A.S. 1L; f'c=210Kg/cm2 M3 262.83 263.29 265.33 266.41 267.46 264.39 263.85 265.77 267.14 263.16 263.61 262.83 264.87 267.03 265.19 263.65 266.29 266.52 264.79 265.4 265.89 267.21 266.94 268.55 267.09 265.91 263.38 265.222 1 131 Zapata e=0.30 m; ref#4@0.125 m A.S. 1L; f'c=210Kg/cm2 M3 270.31 270.76 272.86 273.98 275.06 271.91 271.35 273.31 274.73 270.64 271.11 270.31 272.4 274.6 272.73 271.13 273.86 274.09 272.33 272.93 273.44 274.81 274.52 276.19 274.68 273.48 270.86 272.752 1 132 Zapata e=0.20 m; ref#3@0.15 m A.S.; f'c=210kg/cm2; inc encofrado M3 221.78 222.14 223.86 224.79 225.7 223.09 222.63 224.26 225.43 222.07 222.46 221.78 223.49 225.31 223.77 222.47 224.68 224.88 223.42 223.93 224.34 225.5 225.23 226.6 225.37 224.35 222.24 223.792 1 133 Zapata e=0.25 m; ref#3@0.14 A.S. 1L; f'c=210Kg/cm2 M3 201.6 201.95 203.51 204.34 205.16 202.8 202.38 203.84 204.91 201.85 202.21 201.6 203.16 204.82 203.41 202.22 204.25 204.43 203.11 203.57 203.95 204.97 204.76 205.99 204.87 203.96 202.02 203.442 1 134 Zapata corrida 1.05x0.30 m; ref 5#4+#3@0.20 m 2L; f'c=210Kg/cm2 M3 223.51 223.9 225.65 226.58 227.46 224.86 224.39 226.02 227.2 223.8 224.2 223.51 225.28 227.09 225.54 224.23 226.46 226.67 225.2 225.71 226.13 227.26 227.01 228.39 227.13 226.14 224 225.572 1 135 Zapata e=0.30 m; ref Li #4@0.15 A.S.+ Ls #4@0.20 A. S.; f'c=280Kg/cm2 M3 282.32 282.79 285.01 286.15 287.26 283.96 283.45 285.45 286.93 282.67 283.17 282.32 284.48 286.79 284.82 283.2 286 286.24 284.41 285.04 285.58 287.04 286.7 288.48 286.89 285.62 282.86 284.832 1 136 Zapata e=0.40 m; ref #4@0.15 m A.S. 2L; f'c=280 Kg/cm2 M3 266.02 266.47 268.56 269.64 270.68 267.57 267.09 268.97 270.37 266.36 266.83 266.02 268.06 270.24 268.38 266.85 269.49 269.72 268 268.59 269.09 270.47 270.16 271.83 270.33 269.13 266.53 268.392 1 137 Zapata e=0.50 m; ref#5@0.20 A.S. 2L; f'c=210Kg/cm2 M3 239.45 239.85 241.73 242.71 243.66 240.87 240.4 242.12 243.37 239.75 240.19 239.45 241.29 243.25 241.61 240.2 242.58 242.8 241.24 241.77 242.22 243.43 243.19 244.66 243.33 242.24 239.96 241.632 1 138 Zapata e=0.35 m; ref #5@0.175 A.S 1L; f'c=210Kg/cm2 M3 222.48 222.88 224.6 225.54 226.42 223.82 223.39 224.98 226.15 222.78 223.18 222.48 224.23 226.05 224.5 223.2 225.42 225.63 224.17 224.65 225.07 226.22 225.97 227.35 226.1 225.1 222.97 224.532 1 139 Zapata e=0.35 m; ref #5@0.15 A.S. 1L; f'c=210Kg/cm2 M3 234.53 234.93 236.76 237.75 238.67 235.93 235.46 237.15 238.39 234.83 235.25 234.53 236.37 238.27 236.64 235.27 237.62 237.83 236.29 236.82 237.26 238.46 238.21 239.65 238.33 237.28 235.04 236.682 1 140 Zapata e=0.30 m; ref#4@0.15 m A.S. 1L; f'c=210Kg/cm2 M3 219.98 220.36 222.07 223 223.88 221.29 220.85 222.45 223.59 220.25 220.65 219.98 221.69 223.5 221.97 220.66 222.88 223.08 221.63 222.13 222.53 223.66 223.43 224.77 223.55 222.55 220.46 2222 1 141 Zapata e=0.30 m; ref#4@0.12 m A.S. 1L; f'c=210Kg/cm2 M3 237.67 238.08 239.93 240.93 241.88 239.09 238.63 240.33 241.58 237.98 238.41 237.67 239.53 241.49 239.82 238.43 240.8 241.03 239.46 239.99 240.43 241.66 241.41 242.86 241.54 240.46 238.19 239.852 1 142 Zapata e=0.25 m; ref #4@0.20 m A.S. 2L; f'c=210 Kg/cm2 M3 265.43 265.9 267.95 269.06 270.12 267.01 266.48 268.4 269.8 265.77 266.25 265.43 267.5 269.67 267.82 266.27 268.92 269.17 267.42 268.01 268.52 269.87 269.58 271.23 269.74 268.55 266 267.852 1 143 Zapata e=0.30 m; ref #5@0.20 m A.S. 2L; f'c=210 Kg/cm2 M3 304.66 305.19 307.56 308.84 310.04 306.47 305.88 308.06 309.65 305.04 305.6 304.66 307.03 309.53 307.39 305.62 308.67 308.95 306.94 307.62 308.21 309.76 309.42 311.3 309.59 308.24 305.31 307.432 1 144 Zapata corrida e=0.60 con ref en 2L #5@0.15 A.S Concreto f'c=280 Kg/cm2 M3 284.27 284.75 286.9 288.01 289.11 285.89 285.4 287.35 288.76 284.63 285.13 284.27 286.39 288.62 286.78 285.14 287.87 288.11 286.31 286.92 287.47 288.82 288.55 290.28 288.72 287.52 284.83 286.792 1 145 Zapata e=0.25 m; ref #6@0.20 m A.S. 1L; f'c=210 Kg/cm2 M3 300 300.5 302.85 304.11 305.29 301.78 301.19 303.33 304.92 300.38 300.92 300 302.33 304.77 302.69 300.95 303.95 304.23 302.24 302.91 303.48 305.01 304.69 306.55 304.86 303.51 300.64 302.732 1 146 Zapata 1.70x1.30x0.30 m;ref. #4@0.12 m a.s. 2L; f'c=210 kg/cm2 M3 451.83 452.62 456.13 458.04 459.79 454.51 453.65 456.88 459.24 452.41 453.23 451.83 455.36 459.02 455.9 453.25 457.79 458.2 455.23 456.21 457.09 459.37 458.89 461.71 459.14 457.14 452.78 455.952 1 147 Zapata e=0.35 m con ref. #5@0.16 a.s. 2 L; f'c= 210 kg/cm2 M3 301.05 301.59 303.94 305.17 306.35 302.83 302.28 304.42 305.99 301.44 301.98 301.05 303.4 305.84 303.76 302.01 305.02 305.3 303.31 303.97 304.57 306.08 305.75 307.64 305.93 304.63 301.68 303.792 1 148 Zapata Corrida 1.10X0.25 m; RL 7#4+G#4@0.15 m 1L; f'c=210Kg/cm2 M 62.98 63.09 63.58 63.84 64.1 63.35 63.23 63.68 64.02 63.07 63.19 62.98 63.47 63.99 63.55 63.19 63.8 63.87 63.46 63.6 63.71 64.03 63.96 64.36 64 63.71 63.11 63.562 1 149 Zapata e=0.40 m ref # 5@0.20 m A.S. 2L; f'c=210 kg/cm2 M3 257.05 257.49 259.49 260.56 261.58 258.57 258.08 259.91 261.27 257.37 257.84 257.05 259.04 261.14 259.36 257.86 260.43 260.66 258.97 259.55 260.03 261.35 261.06 262.66 261.21 260.05 257.61 259.392 1 150 Zapata e=0.30 m; ref #5@0.15 A.S. 1L; f'c=210Kg/cm2 M3 264.45 264.91 266.97 268.07 269.12 266.01 265.5 267.4 268.79 264.79 265.25 264.45 266.51 268.67 266.84 265.29 267.94 268.17 266.44 267.02 267.52 268.88 268.58 270.21 268.73 267.56 265.02 266.872 1 152 Zapata anular e=0.20m B entre 0.60-0.80m ref 6#3 (anular) est#3@0.30m (radial) f'c=210 kg/cm2 M3 217.02 217.39 219.08 219.99 220.86 218.32 217.88 219.45 220.58 217.29 217.68 217.02 218.72 220.49 218.98 217.7 219.88 220.08 218.66 219.14 219.53 220.66 220.42 221.75 220.54 219.56 217.49 219.012 1 153 Zapata anular h=0.35m B entre 0.80-1.2 m refuerzo anular 6#4+est radial #3@0.20m f'c=210 kg/cm2 M3 204.66 205.01 206.6 207.46 208.26 205.88 205.49 206.95 208.02 204.93 205.3 204.66 206.27 207.93 206.5 205.32 207.35 207.55 206.21 206.66 207.03 208.1 207.86 209.13 207.98 207.06 205.1 206.522 1 154 Zapata corrida e=0.65 m ref longitudinal #5 @ 0.20 m ambos lechos ref transversal #5 @ 0.125 m ambos lechos + diente sección M3 255.42 255.84 257.85 258.89 259.91 256.91 256.45 258.26 259.61 255.75 256.18 255.42 257.38 259.46 257.68 256.2 258.76 258.99 257.32 257.88 258.38 259.69 259.38 260.99 259.56 258.4 255.92 257.72 1 155 Zapata corrida sección 2.40x0.40m; lecho 1 ref longitudinal #6+@ 0.20m+ref transversal #4@0.20m lecho 1 ref #6@0.20 A.S.; M3 333.02 333.59 336.2 337.57 338.9 334.99 334.37 336.73 338.5 333.47 334.05 333.02 335.59 338.32 335.98 334.07 337.4 337.68 335.51 336.24 336.89 338.6 338.23 340.31 338.44 336.94 333.7 3362 1 156 Zapata corrida e=0.40 m ref # 4@0.25 m A.S. 2L; f'c=280 kg/cm2 M3 229.2 229.58 231.37 232.31 233.21 230.54 230.1 231.74 232.94 229.5 229.89 229.2 230.94 232.82 231.22 229.9 232.19 232.38 230.9 231.39 231.85 233.02 232.75 234.19 232.92 231.87 229.64 231.232 1 157 Zapata corrida e=0.30 m ref#4@0.25 m A.S. 2L; f'c=280 kg/cm2 M3 254.24 254.65 256.63 257.68 258.68 255.71 255.25 257.04 258.38 254.57 254.99 254.24 256.17 258.24 256.46 255.02 257.54 257.76 256.11 256.66 257.16 258.46 258.17 259.75 258.34 257.18 254.74 256.492 1 158 Zapata e=0.25 m; ref #4@0.20 m A.S. 1L; f'c=210 Kg/cm2 M3 221.93 222.32 224.06 224.98 225.86 223.28 222.81 224.42 225.6 222.21 222.62 221.93 223.67 225.5 223.94 222.63 224.86 225.06 223.6 224.1 224.51 225.66 225.42 226.78 225.55 224.53 222.41 223.962 1 159 Zapata corrida e=0.30 m; ref #3@0.20 m A.S. en 2L; f'c=210Kg/cm2 M3 209.36 209.71 211.34 212.2 213.01 210.59 210.19 211.68 212.76 209.63 210 209.36 210.97 212.67 211.22 210.01 212.09 212.28 210.92 211.38 211.76 212.82 212.61 213.89 212.72 211.77 209.82 211.252 1 160 Zapata e=0.30 m; ref #4@0.20 m A.S. 1L; f'c=210 Kg/cm2 M3 209.88 210.27 211.89 212.75 213.6 211.16 210.69 212.24 213.34 210.15 210.53 209.88 211.53 213.25 211.78 210.55 212.64 212.84 211.46 211.93 212.34 213.41 213.18 214.47 213.29 212.35 210.33 211.82 1 161 Zapata e=0.30 m ref #4@0.13 m A.S. 1L; f'c=210 Kg/cm2 M3 270.03 270.49 272.6 273.71 274.79 271.64 271.09 273.04 274.45 270.38 270.85 270.03 272.13 274.32 272.46 270.87 273.58 273.81 272.06 272.65 273.17 274.53 274.23 275.92 274.4 273.21 270.6 272.482 1 162 Zapata e=0.35 m; ref#5@0.16m+ref#5@0.17m 1L; f'c=210Kg/cm2 M3 262.55 263.02 265.07 266.15 267.2 264.12 263.59 265.5 266.87 262.9 263.35 262.55 264.6 266.76 264.92 263.39 266.02 266.25 264.52 265.12 265.62 266.94 266.66 268.29 266.82 265.64 263.12 264.952 1 163 Zapata e=0.25 m ref #4@0.15m A.S. 1L; f'c=210kg/cm2 M3 224.37 224.79 226.53 227.44 228.31 225.7 225.29 226.87 228.05 224.66 225.07 224.37 226.13 227.95 226.39 225.08 227.32 227.53 226.04 226.55 226.99 228.12 227.88 229.26 228 227.03 224.85 226.422 1 164 Zapata e=0.25 m; ref #4@0.25 m A.S. 1L; f'c=210 Kg/cm2 M3 183 183.31 184.74 185.5 186.23 184.1 183.73 185.05 186 183.23 183.57 183 184.42 185.93 184.65 183.58 185.41 185.58 184.38 184.79 185.12 186.07 185.88 187.01 185.97 185.13 183.4 184.682 1 165 Zapata e=0.25 m; ref#4@0.125 m A.S. 1L; f'c=210Kg/cm2 M3 252.64 253.07 255.05 256.11 257.1 254.15 253.66 255.47 256.8 252.97 253.42 252.64 254.61 256.68 254.92 253.44 255.98 256.21 254.54 255.09 255.59 256.88 256.6 258.15 256.74 255.62 253.19 254.952 1 166 Zapata corrida e=0.20 m; ref longitudinal 3#3+refuerzo transversal #3@0.20 m en 1L; f'c=210Kg/cm2 M 16.78 16.81 16.94 17.01 17.08 16.88 16.83 16.98 17.05 16.81 16.82 16.78 16.9 17.05 16.94 16.82 17.01 17.02 16.9 16.94 16.98 17.06 17.04 17.15 17.05 16.98 16.81 16.942 1 167 Zapata e=0.35 m; ref#5@0.16 A.S. 2L; f'c=210Kg/cm2 M3 355.2 355.83 358.61 360.08 361.47 357.32 356.62 359.19 361.03 355.66 356.28 355.2 357.97 360.89 358.41 356.34 359.9 360.21 357.86 358.67 359.35 361.14 360.76 362.95 360.96 359.38 355.97 358.45

2 1 168 Zapata e=0.20 m ref #3@0.14m A.S. 1L; f'c=210kg/cm2 M3 215.58 215.95 217.63 218.53 219.38 216.86 216.43 217.99 219.11 215.85 216.25 215.58 217.27 219.02 217.52 216.26 218.42 218.62 217.19 217.68 218.08 219.19 218.95 220.29 219.07 218.1 216.04 217.552 1 169 Zapata corrida de 4.20x0.80m; ref long #5@0.20 en 2L+ref tranv#6@0.20m en 2L; f'c=280 Kg/cm2; incluye encofrado M3 264.76 265.21 267.2 268.25 269.29 266.29 265.81 267.64 268.95 265.09 265.54 264.76 266.76 268.83 267.05 265.57 268.1 268.33 266.66 267.22 267.74 269.02 268.73 270.36 268.9 267.79 265.28 267.082 1 170 Zapata corrida de 3.70x0.70m; ref long #4@0.20 en 2L+ref tranv#5@0.20m en 2L; f'c=280 Kg/cm2; incluye encofrado M3 247.04 247.45 249.31 250.29 251.26 248.46 248.02 249.7 250.93 247.35 247.78 247.04 248.92 250.81 249.21 247.8 250.17 250.36 248.83 249.34 249.82 251 250.74 252.27 250.9 249.86 247.51 249.232 1 171 Zapata corrida de 1.50x0.50; refuerzo longitudinal #4@0.20+refuerzo transversal #4@0.20m en 2L; f'c=280Kg/cm2; incluye encof M3 264.37 264.84 266.83 267.86 268.88 265.89 265.44 267.23 268.56 264.71 265.18 264.37 266.37 268.42 266.69 265.19 267.71 267.96 266.27 266.85 267.35 268.62 268.34 269.95 268.5 267.41 264.91 266.72 1 172 Zapata e=0.25 m; ref#3@0.125 A.S. en 1L; f'c=210Kg/cm2 M3 212.93 213.31 214.95 215.87 216.72 214.21 213.79 215.32 216.45 213.22 213.6 212.93 214.59 216.37 214.85 213.61 215.77 215.97 214.54 215 215.41 216.53 216.29 217.62 216.41 215.43 213.41 214.882 1 173 Zapata e=0.25 m; ref#3@0.125 A.S. en 2L; f'c=210Kg/cm2 M3 268.65 269.14 271.2 272.38 273.45 270.26 269.75 271.67 273.11 269.03 269.5 268.65 270.74 273.01 271.07 269.51 272.26 272.51 270.68 271.25 271.79 273.21 272.9 274.59 273.06 271.82 269.26 271.112 2 1 Solera de fundación 0.50x0.20 m; Ref 6#4+Est#3@0.15m; f'c=210Kg/cm2 M3 271.48 271.96 274.08 275.19 276.26 273.09 272.58 274.52 275.94 271.83 272.31 271.48 273.6 275.8 273.92 272.34 275.05 275.3 273.52 274.11 274.65 276.02 275.72 277.42 275.88 274.7 272.04 273.952 2 2 Solera de fundación 0.40X0.25m; Ref 4#3+Est#2@0.15m; f'c=210Kg/cm2 M3 239.8 240.23 242.1 243.09 244.02 241.21 240.78 242.49 243.73 240.11 240.54 239.8 241.67 243.61 241.96 240.57 242.97 243.18 241.6 242.13 242.61 243.81 243.54 245.05 243.68 242.65 240.3 241.982 2 3 Solera de fundación 0.60x0.25m; RL(4#5+4#3) RT(Est+Gancho)#3@0.15m; f'c=210Kg/cm2 M3 375.91 376.59 379.52 381.06 382.52 378.13 377.45 380.12 382.08 376.4 377.07 375.91 378.84 381.89 379.29 377.11 380.87 381.21 378.73 379.56 380.31 382.19 381.77 384.14 382 380.38 376.7 379.332 2 4 Solera de fundación 0.45X0.25m; RL(4#5+2#3) RT(Est+Gancho)#3@0.15m; f'c=210Kg/cm2 M3 401.72 402.44 405.57 407.22 408.79 404.08 403.36 406.21 408.3 402.24 402.96 401.72 404.85 408.1 405.33 403 407.02 407.38 404.73 405.61 406.42 408.43 407.98 410.51 408.22 406.5 402.56 405.372 2 5 Solera de fundación 0.50X0.25m; RL(4#5+2#3) RT(Est+Gancho)#3@0.15m; f'c=210Kg/cm2; inc encofrado M3 338.95 339.56 342.2 343.59 344.91 340.95 340.34 342.75 344.51 339.39 340 338.95 341.59 344.34 342 340.03 343.42 343.73 341.49 342.24 342.92 344.61 344.23 346.37 344.44 342.98 339.66 342.032 2 6 Solera de fundación 0.20x0.10m; ref 2#3+Grapa#2@0.15m; f'c=210Kg/cm2 M 5.08 5.08 5.12 5.15 5.16 5.11 5.1 5.13 5.16 5.08 5.09 5.08 5.11 5.16 5.12 5.09 5.14 5.15 5.11 5.12 5.13 5.16 5.15 5.19 5.16 5.14 5.09 5.122 2 7 Solera de fundación 0.30x0.20m; Ref 4#3+Est#2@0.15m; f'c=210Kg/cm2 M 16.23 16.26 16.39 16.45 16.52 16.33 16.3 16.41 16.5 16.25 16.28 16.23 16.36 16.49 16.38 16.28 16.45 16.46 16.35 16.39 16.42 16.5 16.49 16.59 16.49 16.42 16.27 16.382 2 8 Solera de fundación 0.55x0.20m; Ref 6#3+Est#2@0.15m; f'c=280Kg/cm2; inc encofrado M3 222.04 222.42 224.1 224.98 225.81 223.3 222.92 224.44 225.56 222.32 222.7 222.04 223.71 225.45 223.97 222.72 224.87 225.06 223.65 224.12 224.55 225.62 225.38 226.74 225.51 224.59 222.49 223.992 2 9 Solera de fundación de 0.40x0.20m; Ref 4#3+Est#2@.015m; f'c=210Kg/cm2; M 18.48 18.52 18.66 18.73 18.81 18.59 18.56 18.69 18.79 18.51 18.54 18.48 18.63 18.78 18.65 18.54 18.73 18.74 18.62 18.66 18.7 18.79 18.77 18.89 18.78 18.7 18.52 18.652 2 11 Solera de fundación 0.30x0.20m; ref 3#3+Est#4@0.20m; f'c=210Kg/cm2; inc encofrado M3 206.21 206.58 208.19 209.03 209.84 207.42 207.05 208.52 209.59 206.48 206.85 206.21 207.82 209.49 208.06 206.87 208.93 209.12 207.76 208.21 208.62 209.65 209.42 210.72 209.55 208.66 206.64 208.092 2 12 Solera de fundación 0.80x0.25m; Ref 8#3+Est#2@0.20m; f'c=210Kg/cm2; inc encofrado M3 201.81 202.17 203.75 204.57 205.37 203.01 202.63 204.07 205.13 202.07 202.43 201.81 203.39 205.03 203.63 202.45 204.47 204.65 203.33 203.77 204.17 205.19 204.97 206.22 205.09 204.21 202.23 203.652 2 13 Solera de fundación 0.60x0.20m; ref 5#3+Est#4@0.20m; f'c=210Kg/cm2; Inc encofrado M3 199.88 200.24 201.8 202.62 203.4 201.06 200.7 202.12 203.16 200.14 200.5 199.88 201.44 203.06 201.68 200.52 202.52 202.7 201.38 201.82 202.22 203.22 203 204.26 203.12 202.26 200.3 201.72 2 14 Solera de fundación 0.60x0.25m; Ref 6#3+Est#2@0.20m; f'c=210Kg/cm2; inc encofrado M3 207.65 208.02 209.65 210.49 211.31 208.89 208.49 209.97 211.07 207.92 208.29 207.65 209.28 210.96 209.52 208.31 210.39 210.57 209.22 209.67 210.08 211.13 210.9 212.19 211.02 210.12 208.08 209.542 2 15 Solera de fundación 0.20x0.15m; ref 4#3+Est#2@0.15m; f'c=210Kg/cm2 M 7.92 7.93 8 8.03 8.06 7.97 7.95 8.01 8.05 7.93 7.94 7.92 7.98 8.05 7.99 7.95 8.02 8.03 7.98 8 8.01 8.05 8.04 8.09 8.05 8.01 7.94 7.992 2 16 Solera de fundación 0.20x0.20m; ref 4#3+Est#2@0.15m; f'c=210Kg/cm2 M 8.89 8.9 8.97 9.01 9.04 8.94 8.92 8.99 9.03 8.9 8.92 8.89 8.96 9.03 8.97 8.92 9.01 9.01 8.96 8.97 8.99 9.04 9.03 9.08 9.03 8.99 8.91 8.972 2 17 Solera de fundación 0.25x0.20m; ref 4#3+Est#2@0.15m; f'c=210Kg/cm2 M 10.28 10.3 10.38 10.43 10.47 10.34 10.33 10.4 10.45 10.3 10.32 10.28 10.36 10.45 10.38 10.32 10.42 10.43 10.36 10.38 10.4 10.46 10.44 10.51 10.45 10.41 10.31 10.382 2 18 Solera de fundación 0.60x0.20m; Ref 5#3+G#2@0.15m; f`c=210Kgf/cm2; inc encofrado M 29.76 29.82 30.04 30.18 30.29 29.96 29.87 30.1 30.26 29.78 29.85 29.76 30 30.25 30.03 29.85 30.16 30.19 29.99 30.06 30.12 30.26 30.25 30.41 30.25 30.12 29.83 30.032 2 20 Solera de fundación 0.30x0.25m; ref 4#3+Est#2@0.15m; f'c=210 Kg/cm2 M 13.21 13.24 13.34 13.39 13.45 13.29 13.27 13.36 13.43 13.23 13.25 13.21 13.32 13.42 13.33 13.26 13.39 13.4 13.31 13.34 13.37 13.43 13.42 13.5 13.43 13.37 13.24 13.332 2 21 Solera de fundación de 0.15x0.15m; ref 4#3+Est#2@0.15m; f'c=210Kg/cm2 M 6.81 6.82 6.87 6.9 6.93 6.85 6.84 6.89 6.92 6.82 6.83 6.81 6.86 6.92 6.87 6.83 6.9 6.91 6.86 6.88 6.89 6.92 6.92 6.96 6.92 6.89 6.82 6.872 2 22 Solera de fundación 0.40x0.20m; Ref 4#3+Est#2@0.15m; f'c=210Kg/cm2; inc encofrado M3 248.34 248.78 250.72 251.74 252.71 249.8 249.36 251.12 252.41 248.66 249.11 248.34 250.27 252.28 250.57 249.13 251.62 251.84 250.2 250.74 251.24 252.48 252.21 253.78 252.36 251.29 248.86 250.62 2 23 Solera de fundación 0.70x0.25m; Ref 8#4+Est#3@0.15m; f'c=210Kg/m2; inc encofrado M 84.46 84.61 85.27 85.61 85.94 84.96 84.8 85.4 85.84 84.57 84.72 84.46 85.12 85.8 85.22 84.73 85.57 85.65 85.09 85.28 85.45 85.87 85.78 86.31 85.83 85.46 84.63 85.232 2 24 Solera de fundación 0.40x0.30m; Ref 4#4+Est#3@0.20m; f'c=210Kg/cm2; inc encofrado M3 250.5 250.95 252.91 253.92 254.92 252 251.52 253.31 254.63 250.83 251.27 250.5 252.47 254.5 252.76 251.29 253.8 254.02 252.39 252.94 253.43 254.7 254.43 255.98 254.58 253.48 251.02 252.792 2 25 Solera de fundación 0.30x0.30m; Ref 4#4+Est#3@0.20m; f'c=210Kg/cm2 M3 278.91 279.4 281.59 282.72 283.82 280.57 280.04 282.03 283.49 279.27 279.76 278.91 281.09 283.36 281.42 279.79 282.58 282.83 281.01 281.61 282.17 283.58 283.27 285.01 283.44 282.22 279.49 281.452 2 26 Solera de fundación 0.40x0.30m; Ref 4#4+Est#3@0.12m; f'c=280Kg/cm2 M3 312.92 313.49 315.93 317.21 318.43 314.77 314.21 316.43 318.06 313.33 313.89 312.92 315.36 317.9 315.74 313.93 317.05 317.34 315.27 315.96 316.59 318.15 317.8 319.78 317.99 316.65 313.58 315.772 2 27 Solera de fundación 0.50x0.20m; Ref 6#4+Est#3@0.15m; f'c=210Kg/cm2 M 33.35 33.41 33.67 33.81 33.94 33.55 33.49 33.73 33.9 33.4 33.46 33.35 33.61 33.88 33.65 33.46 33.79 33.82 33.6 33.68 33.74 33.91 33.88 34.08 33.9 33.75 33.42 33.662 2 28 Solera de fundación 0.40x0.20m; Ref 4#3+Est#3@0.15m; f'c=210Kg/cm2 M 17.54 17.57 17.71 17.78 17.85 17.64 17.61 17.74 17.83 17.56 17.59 17.54 17.68 17.82 17.7 17.6 17.77 17.79 17.67 17.71 17.74 17.83 17.81 17.92 17.82 17.75 17.58 17.72 2 30 Solera de fundación 0.70x0.25m; Ref 8#4+Est#30.15m; f´c=210Kg/cm2 M 46.75 46.83 47.2 47.39 47.57 47.03 46.94 47.27 47.52 46.81 46.89 46.75 47.12 47.5 47.17 46.9 47.37 47.41 47.1 47.2 47.3 47.53 47.48 47.77 47.51 47.31 46.85 47.182 2 31 Solera de fundación 0.40x0.40m; Ref 4#3+Est#2@0.15m; f'c=210Kg/cm2 M 27.67 27.71 27.93 28.04 28.15 27.83 27.78 27.97 28.12 27.7 27.75 27.67 27.88 28.11 27.92 27.75 28.03 28.05 27.87 27.93 27.99 28.13 28.1 28.27 28.12 27.99 27.72 27.922 2 32 Solera de fundación 0.40x0.20m; Ref 4#3+Est#3@0.15m; f'c=210Kg/cm2 M 17.7 17.73 17.87 17.94 18.01 17.8 17.77 17.89 17.99 17.72 17.75 17.7 17.83 17.98 17.86 17.75 17.93 17.94 17.83 17.87 17.9 17.99 17.97 18.08 17.98 17.91 17.73 17.862 2 33 Solera de fundación 0.50x0.20m; Ref 4#3+Est#3@0.15m; f'c=210Kg/cm2 M 21.35 21.39 21.55 21.64 21.73 21.48 21.44 21.59 21.7 21.38 21.41 21.35 21.52 21.69 21.54 21.42 21.63 21.65 21.51 21.56 21.6 21.71 21.68 21.82 21.7 21.6 21.39 21.542 2 34 Solera de fundación 0.70x0.25m; ref 6#4+Est#3@0.15m; f'c=210Kg/cm2 M 46.84 46.93 47.29 47.48 47.67 47.12 47.03 47.37 47.61 46.9 46.99 46.84 47.21 47.59 47.26 46.99 47.46 47.5 47.19 47.3 47.39 47.62 47.57 47.87 47.6 47.4 46.94 47.272 2 36 Solera de fundación 0.30x0.20m; Ref 4#4+Est#2@0.15m; f'c=210Kg/cm2 M3 230.82 231.24 233.04 233.98 234.88 232.18 231.77 233.41 234.61 231.12 231.54 230.82 232.62 234.49 232.9 231.56 233.87 234.08 232.55 233.06 233.52 234.68 234.42 235.88 234.56 233.57 231.31 232.922 2 37 Solera de fundación de 0.60x0.25m; RL(4#4+2#3)+Est#3@0.15m; f'c=210Kg/cm2 M3 199.09 199.45 201 201.82 202.59 200.27 199.91 201.32 202.36 199.35 199.71 199.09 200.64 202.26 200.88 199.73 201.72 201.9 200.59 201.02 201.42 202.42 202.2 203.45 202.32 201.46 199.51 200.92 2 38 Solera de fundación 0.90x0.30m; Ref 8#4+Est#3@0.15m; f'c=280Kg/cm2; inc encofrado M3 256.1 256.56 258.56 259.61 260.61 257.62 257.16 258.97 260.31 256.44 256.9 256.1 258.1 260.18 258.41 256.92 259.49 259.72 258.03 258.59 259.1 260.38 260.1 261.71 260.25 259.15 256.64 258.442 2 39 Solera de fundación Ref 4#4+Est#3@0.15m; f'c=210kg/cm2 M3 295.63 296.16 298.47 299.7 300.86 297.41 296.83 298.94 300.5 296.02 296.56 295.63 297.94 300.35 298.3 296.58 299.55 299.81 297.87 298.51 299.09 300.59 300.27 302.11 300.44 299.12 296.27 298.332 2 40 Solera de fundación 0.30x0.20m; Ref 4#3+Est#3@0.15m; f'c=210Kg/cm2 M3 293.64 294.17 296.46 297.66 298.81 295.37 294.84 296.93 298.46 294.02 294.55 293.64 295.93 298.31 296.28 294.58 297.52 297.78 295.84 296.49 297.08 298.54 298.22 300.07 298.4 297.13 294.26 296.312 2 41 Solera de fundación de 0.60x0.20m RL(4#4+2#3)+Est#3@0.15m; f'c=210Kg/cm2 M3 431.88 432.66 436.02 437.79 439.48 434.43 433.65 436.71 438.96 432.44 433.22 431.88 435.25 438.74 435.77 433.26 437.58 437.97 435.12 436.07 436.93 439.09 438.62 441.34 438.87 437.02 432.79 435.812 2 42 Solera de fundación 0.25x0.25m; Ref 4#3+Est#2@0.15m; f'c=210Kg/cm2 M 13.48 13.51 13.61 13.67 13.72 13.57 13.54 13.64 13.71 13.5 13.53 13.48 13.59 13.7 13.61 13.53 13.66 13.67 13.59 13.62 13.64 13.71 13.7 13.78 13.7 13.65 13.51 13.612 2 43 Solera de fundación 1.0x0.30m; Ref 10#3+Est#2@0.15m; f'c=210Kg/cm2; Inc encofrado M 71.57 71.7 72.26 72.55 72.83 72 71.86 72.37 72.75 71.66 71.79 71.57 72.13 72.71 72.22 71.8 72.51 72.58 72.11 72.27 72.41 72.77 72.69 73.14 72.73 72.42 71.72 72.222 2 44 Solera de fundación 0.20x0.12m; Ref 4#3+1#2@0.15m; f'c=210Kg/cm2 inc encofrado M 8.63 8.64 8.71 8.74 8.78 8.68 8.66 8.72 8.77 8.64 8.65 8.63 8.69 8.76 8.7 8.65 8.74 8.75 8.69 8.71 8.73 8.77 8.76 8.81 8.77 8.73 8.64 8.72 2 45 Solera de fundación 0.30x0.20m; Ref 6#5+Est#3@0.15m f'c=210Kg/cm2 M3 528.42 529.37 533.49 535.65 537.72 531.53 530.58 534.33 537.08 529.1 530.05 528.42 532.54 536.82 533.17 530.11 535.39 535.87 532.38 533.54 534.6 537.24 536.66 539.99 536.97 534.7 529.52 533.222 2 46 SF p/tanque (0.75x0.35m)+(0.40x0.17/2m)+(0.40x0.18m) 4 anillos perimetrales #4+G@0.3m; f'c=210Kg/cm2 M 80.2 80.32 80.96 81.29 81.61 80.67 80.5 81.09 81.53 80.28 80.42 80.2 80.81 81.49 80.92 80.43 81.24 81.34 80.8 80.98 81.12 81.56 81.46 81.95 81.51 81.13 80.34 80.922 2 47 Solera de fundacion 0.50x0.30m; Ref 8#4+(Est#2+Grapa#2)@0.15m; f'c=210Kg/cm2; inc encofrado M3 342.09 342.68 345.32 346.74 348.1 344.11 343.44 345.87 347.68 342.52 343.11 342.09 344.74 347.52 345.14 343.15 346.57 346.9 344.65 345.4 346.06 347.81 347.42 349.53 347.62 346.11 342.79 345.192 2 48 Solera de fundación de 0.95x0.30m; Ref 10#3+Es#3@.15m; f'c=210Kg/cm2 M3 242.28 242.69 244.57 245.56 246.53 243.71 243.21 244.98 246.25 242.58 243 242.28 244.16 246.13 244.45 243.01 245.45 245.67 244.09 244.64 245.09 246.32 246.06 247.55 246.21 245.11 242.77 244.482 2 49 Solera de fundación 0.30x0.30m; Ref 6#4+Est#2@0.15m; f'c=210Kg/cm2 M3 297.51 298.03 300.32 301.56 302.74 299.27 298.67 300.83 302.38 297.88 298.41 297.51 299.83 302.24 300.18 298.43 301.41 301.69 299.74 300.4 300.96 302.47 302.14 303.98 302.33 301 298.12 300.212 2 50 Solera de fundación 1.60x0.30m; Ref 24#3 +Est#5@0.15m; f'c=210Kg/cm2; inc encofrado M3 400.08 400.75 403.89 405.52 407.12 402.43 401.66 404.54 406.64 400.59 401.27 400.08 403.2 406.46 403.68 401.31 405.34 405.69 403.08 403.97 404.72 406.76 406.31 408.81 406.55 404.79 400.88 403.732 2 52 Solera de fundación 0.30x0.20m; Ref 3#3+G#2@0.15m; f`c=210Kgf/cm2; inc encofrado M 17.83 17.87 17.99 18.09 18.14 17.95 17.91 18.03 18.12 17.86 17.89 17.83 17.98 18.11 17.99 17.89 18.07 18.09 17.98 18 18.06 18.12 18.11 18.22 18.12 18.06 17.87 17.992 2 53 Solera de fundación de 0.45x0.25m; ref 4#4+Est#3@0.15m; f'c=210Kg/cm2; inc encofrado M 44.93 45.02 45.34 45.54 45.72 45.2 45.1 45.44 45.66 45 45.07 44.93 45.27 45.64 45.32 45.07 45.52 45.55 45.26 45.35 45.46 45.69 45.61 45.92 45.65 45.47 45.03 45.322 2 54 Solera de fundación 0.60x0.30m; Ref #4@0.20m A.S. 1Lecho; f'c=210Kg/cm2 M3 200.3 200.64 202.21 203.04 203.84 201.49 201.1 202.53 203.59 200.55 200.92 200.3 201.86 203.5 202.11 200.94 202.93 203.12 201.8 202.25 202.62 203.66 203.44 204.67 203.55 202.64 200.73 202.132 2 55 Solera de fundación de 0.30x0.30m; Ref 6#4+Est#2@0.20m; f'c=210Kg/cm2; inc encofrado M3 335.86 336.44 339.05 340.45 341.77 337.87 337.18 339.62 341.38 336.3 336.86 335.86 338.5 341.2 338.89 336.9 340.28 340.6 338.41 339.14 339.77 341.49 341.11 343.18 341.32 339.81 336.56 338.932 2 56 Solera de fundación 0.55x0.25m; Ref 8#3+Est#4@0.125m; f'c=210Kgf/cm2; inc encofrado M3 366.72 367.36 370.22 371.72 373.19 368.89 368.17 370.82 372.75 367.2 367.83 366.72 369.57 372.58 370.03 367.86 371.54 371.87 369.46 370.3 370.97 372.87 372.46 374.73 372.68 371.03 367.49 370.062 2 58 Solera de fundación 0.40x0.25m; Ref 4#3+Est#3@0.15m; f'c=210Kg/cm2 M3 253.73 254.17 256.15 257.22 258.2 255.23 254.74 256.57 257.9 254.07 254.51 253.73 255.71 257.77 256.02 254.54 257.06 257.31 255.64 256.2 256.68 257.97 257.69 259.28 257.85 256.7 254.28 256.052 2 61 SOLERA DE FUNDACION DE H=.4 ANCHO VARIABLE. REF. 8#4+EST.#3@15 M3 190.23 190.56 192.02 192.83 193.58 191.37 190.98 192.37 193.34 190.49 190.82 190.23 191.7 193.25 191.93 190.83 192.73 192.9 191.65 192.07 192.44 193.41 193.2 194.37 193.3 192.45 190.64 191.952 2 65 Solera de fundación 0.35x0.25; Ref 4#4+Est#3@0.15; f'c=210Kg/cm2 M3 330.85 331.44 334.02 335.37 336.69 332.82 332.19 334.56 336.3 331.29 331.89 330.85 333.45 336.14 333.86 331.91 335.2 335.48 333.32 334.1 334.71 336.38 336.03 338.11 336.22 334.75 331.54 333.882 2 68 Solera fundación 0.60x0.20m; Ref 4#3+Est#3@0.20m; f'c=210kg/cm2 M3 183.97 184.3 185.74 186.49 187.21 185.06 184.73 186.03 186.99 184.21 184.54 183.97 185.41 186.9 185.63 184.56 186.4 186.57 185.35 185.76 186.12 187.04 186.84 188 186.95 186.16 184.36 185.652 2 69 Solera fundación 1.25x0.30m; Ref#4@0.15+Est#3@0.15m; f'c=210 Kg/cm2 M3 238.76 239.19 241.05 242.03 242.96 240.17 239.74 241.43 242.68 239.07 239.5 238.76 240.62 242.56 240.91 239.52 241.91 242.13 240.55 241.08 241.55 242.75 242.48 243.99 242.63 241.6 239.26 240.932 2 70 Solera de fundación 1.00x0.25m Ref#3@0.15m A.S. f'c=210kg/cm2 M3 179.48 179.8 181.2 181.93 182.63 180.53 180.21 181.48 182.42 179.71 180.03 179.48 180.88 182.33 181.09 180.05 181.84 182.01 180.82 181.22 181.57 182.47 182.28 183.41 182.38 181.61 179.85 181.112 2 71 Solera de fundación 0.75x0.20m Ref 4#3+Est#3@0.20m; f'c=210 kg/cm2 M3 181.33 181.66 183.07 183.81 184.52 182.4 182.07 183.36 184.3 181.57 181.89 181.33 182.74 184.21 182.96 181.91 183.72 183.89 182.69 183.09 183.45 184.36 184.16 185.3 184.27 183.49 181.71 182.982 2 72 Solera fundacion 1.40x0.30m; Ref#4@0.20m; 2 capas #3@0.20m 2 capas; f´c=210Kg/cm2 M3 191.66 192.01 193.5 194.29 195.04 192.8 192.45 193.81 194.81 191.91 192.26 191.66 193.16 194.71 193.39 192.28 194.19 194.37 193.1 193.52 193.91 194.87 194.65 195.86 194.77 193.95 192.07 193.412 2 73 Solera de fundación 0.60x0.20m; Ref 3#3+Est#3@0.20m; f'c=210kg/cm2 M3 183.97 184.3 185.74 186.49 187.21 185.06 184.73 186.03 186.99 184.21 184.54 183.97 185.41 186.9 185.63 184.56 186.4 186.57 185.35 185.76 186.12 187.04 186.84 188 186.95 186.16 184.36 185.652 2 74 Solera fundación 0.60x0.20m; Ref 5#3+Est#3@0.15m; f'c=210kg/cm2 M3 212.13 212.51 214.16 215.03 215.86 213.38 213 214.5 215.61 212.4 212.78 212.13 213.78 215.5 214.04 212.81 214.93 215.12 213.72 214.19 214.61 215.67 215.44 216.77 215.56 214.65 212.57 214.062 2 75 Solera fundacion 0.40x0.20; Ref 3#3@0.15m; f'c=210Kg/cm2 M3 196.39 196.74 198.27 199.08 199.84 197.55 197.19 198.59 199.61 196.64 196.99 196.39 197.92 199.51 198.15 197.02 198.98 199.16 197.86 198.29 198.68 199.67 199.45 200.69 199.57 198.72 196.8 198.172 2 76 Solera fundación 2.80x0.30; Ref #4@0.10 2 capas #3@0.15m; f'c=210Kg/cm2 M3 275.56 276.06 278.21 279.34 280.41 277.19 276.69 278.65 280.08 275.92 276.42 275.56 277.71 279.94 278.04 276.45 279.2 279.45 277.63 278.24 278.79 280.17 279.86 281.6 280.03 278.84 276.14 278.072 2 77 Solera fundación 1.95x0.30; Ref #4@0.10m; 2 capas #3@0.15m f'c=210Kg/cm2 M3 268.87 269.36 271.45 272.56 273.61 270.46 269.98 271.88 273.28 269.22 269.71 268.87 270.97 273.15 271.29 269.73 272.42 272.66 270.89 271.48 272.02 273.36 273.07 274.76 273.23 272.07 269.44 271.322 2 78 Solera fundación 1.55x0.30; Ref #4@0.15m; 2 capas #3@0.20m; f'c=210Kg/cm2 M3 246.14 246.59 248.51 249.51 250.47 247.59 247.15 248.9 250.18 246.46 246.91 246.14 248.06 250.06 248.36 246.93 249.39 249.61 247.99 248.53 249.02 250.25 249.98 251.53 250.13 249.07 246.66 248.382 2 79 Solera fundación 1.10x0.30; Ref #4@0.20m 2 capas #3@020m; f'c=210 Kg/cm2 M3 232.57 232.99 234.8 235.76 236.66 233.94 233.52 235.18 236.39 232.87 233.29 232.57 234.39 236.27 234.66 233.32 235.64 235.85 234.32 234.83 235.29 236.46 236.2 237.66 236.34 235.34 233.06 234.692 2 80 Solera de fundación 0.75x0.25m; Ref 4#3+Est#3@0.20m; f'c=210kg/cm2 M3 170.34 170.65 171.98 172.68 173.34 171.35 171.04 172.25 173.14 170.57 170.87 170.34 171.67 173.05 171.88 170.89 172.59 172.75 171.62 172 172.34 173.19 173 174.07 173.1 172.37 170.7 171.892 2 81 Solera fundación 1.55x0.30; Ref #4@0.20m 2 capas #3@0.20m; f'c=210Kg/cm2 M3 227.47 227.87 229.65 230.58 231.47 228.81 228.4 230.01 231.2 227.76 228.17 227.47 229.24 231.08 229.51 228.19 230.47 230.67 229.17 229.67 230.13 231.26 231.01 232.45 231.15 230.17 227.94 229.542 2 82 Solera fundación 1.15x0.30; Ref #4@0.20m 2 capas #3@0.20m; f'c=210Kg/cm2 M3 229.91 230.33 232.12 233.06 233.96 231.27 230.86 232.49 233.68 230.21 230.63 229.91 231.71 233.57 231.98 230.65 232.95 233.16 231.64 232.14 232.6 233.75 233.5 234.95 233.64 232.65 230.4 232.012 2 83 Solera fundación 0.75x0.20; Ref #3@0.20m 2 capas; f'c=210Kg/cm2 M3 184.64 184.97 186.41 187.17 187.89 185.73 185.39 186.7 187.66 184.88 185.21 184.64 186.08 187.57 186.3 185.23 187.07 187.24 186.02 186.43 186.8 187.72 187.52 188.68 187.63 186.83 185.02 186.322 2 84 Solera de fundación 1.20x0.30m; Ref 8#4+Est#3@0.15m; f'c=210kg/cm2; inc encofrado M3 242.94 243.37 245.23 246.2 247.13 244.34 243.92 245.61 246.84 243.25 243.68 242.94 244.8 246.72 245.08 243.7 246.08 246.3 244.73 245.25 245.72 246.92 246.65 248.15 246.8 245.77 243.44 245.112 2 85 Solera de fundación 0.70x0.30m; Ref 8#4+Est#3@0.15m; f'c=210kg/cm2; inc encofrado M3 246.84 247.27 249.16 250.15 251.09 248.26 247.83 249.54 250.8 247.15 247.58 246.84 248.72 250.68 249.01 247.61 250.03 250.25 248.65 249.18 249.67 250.88 250.61 252.13 250.75 249.71 247.34 249.042 2 86 Solerade fundación tipT invertida 0.40x0.25+0.20x0.20 Ref 2#24+8#3+Est #2@0.15m; f'c=210KG/CM2 M3 291.29 291.81 294.08 295.28 296.41 293.01 292.48 294.55 296.07 291.66 292.19 291.29 293.56 295.92 293.91 292.22 295.13 295.39 293.47 294.11 294.69 296.15 295.83 297.67 296.01 294.75 291.9 293.942 2 89 Solera de fundación 0.30x0.20m; Ref 3#3+Est#2@0.20m; f'c=210Kg/cm2 M3 181.34 181.66 183.05 183.78 184.49 182.4 182.06 183.34 184.28 181.57 181.88 181.34 182.74 184.19 182.95 181.9 183.69 183.85 182.68 183.07 183.42 184.33 184.13 185.24 184.24 183.46 181.71 182.972 2 91 Solera de fundación 0.40x0.30m; Ref 4#4+Est#2@0.20m; f'c=210Kg/cm2 M3 198.85 199.19 200.73 201.52 202.31 200.02 199.63 201.04 202.08 199.1 199.44 198.85 200.38 201.98 200.62 199.46 201.42 201.59 200.33 200.75 201.13 202.13 201.92 203.13 202.04 201.17 199.25 200.632 2 92 Solera de fundación 0.40x0.25m; RL (3#3+3#4)+Est#3@0.15m; f'c=210Kg/cm2 M3 337.25 337.85 340.44 341.78 343.11 339.14 338.49 340.95 342.68 337.61 338.24 337.25 339.79 342.53 340.25 338.26 341.62 341.87 339.69 340.52 341.09 342.75 342.44 344.55 342.61 341.14 337.94 340.272 2 93 Solera de fundación 0.40x0.25m; Ref 6#3+Est#3@0.15m; f'c=210Kg/cm2 M3 315.12 315.68 318.1 319.35 320.6 316.9 316.28 318.59 320.19 315.46 316.05 315.12 317.49 320.06 317.92 316.06 319.2 319.44 317.4 318.17 318.72 320.25 319.97 321.94 320.12 318.75 315.78 317.942 2 94 Solera de fundación de 0.30x0.20m; Ref 4#3+Est#2@0.15m; f'c=210Kg/cm2; inc encofrado M3 338.96 339.58 342.15 343.43 344.79 340.78 340.11 342.64 344.31 339.27 339.9 338.96 341.43 344.19 341.93 339.91 343.31 343.53 341.35 342.21 342.75 344.35 344.11 346.2 344.25 342.79 339.65 341.952 2 96 Solera de corona block 15x20x40 2 # 3 + est. # 2 @ 20 cms. concreto 210 Kg/cm2 M 4.74 4.75 4.78 4.8 4.82 4.77 4.76 4.79 4.82 4.75 4.75 4.74 4.78 4.81 4.78 4.75 4.8 4.81 4.77 4.79 4.79 4.82 4.81 4.84 4.82 4.8 4.75 4.782 2 97 Solera corrida de fundación 0.90x0.30m; Ls=Li=(RL5#3+RT#4@0.20m); f'c=210Kg/cm2 inc encofrado M 76.37 76.51 77.09 77.43 77.73 76.83 76.69 77.22 77.63 76.48 76.59 76.37 76.97 77.59 77.05 76.6 77.39 77.44 76.94 77.11 77.26 77.65 77.55 78.03 77.6 77.3 76.53 77.062 2 98 Solera de fundación 0.35x0.25m; Ref 4#4+Est#2@0.20m; f'c=210Kg/cm2; inc encofrado M 30.99 31.04 31.29 31.42 31.54 31.17 31.1 31.35 31.5 31.04 31.09 30.99 31.24 31.5 31.28 31.09 31.4 31.43 31.24 31.3 31.36 31.51 31.47 31.68 31.5 31.36 31.05 31.292 2 99 Solera de fundación 0.40x0.20m; Ref 5#4+Est#2@0.15m; f'c=210Kg/cm2; inc encofrado M 26.62 26.68 26.88 26.98 27.08 26.8 26.74 26.93 27.06 26.65 26.71 26.62 26.84 27.05 26.86 26.71 26.98 26.99 26.83 26.89 26.94 27.07 27.03 27.21 27.06 26.95 26.68 26.872 2 100 Solera de fundación 0.30x0.15m; Ref 5#4+Est#2@0.15m; f'c=210Kg/cm2; inc encofrado M 20.87 20.91 21.07 21.14 21.21 20.99 20.96 21.11 21.2 20.89 20.94 20.87 21.03 21.19 21.05 20.94 21.14 21.14 21.02 21.08 21.11 21.21 21.18 21.32 21.2 21.11 20.92 21.062 2 101 Solera de fundación 0.15x0.15; Ref 3#3+Est#2@0.15; f'c=210Kg/cm2 inc encofrado M 10.63 10.65 10.73 10.79 10.83 10.7 10.67 10.77 10.82 10.64 10.66 10.63 10.71 10.81 10.72 10.67 10.79 10.79 10.71 10.73 10.77 10.83 10.81 10.88 10.81 10.77 10.65 10.732 2 102 Solera de fundación 0.51x0.30; Ref 6#3+Est#2@0.30; f'c=210Kg/cm2 M3 190.73 191.06 192.55 193.35 194.11 191.88 191.49 192.88 193.88 190.95 191.32 190.73 192.23 193.79 192.46 191.33 193.24 193.42 192.18 192.6 192.96 193.93 193.72 194.9 193.84 192.97 191.13 192.482 2 103 Solera de fundación 0.70x0.40; Ref 6#5+Est#3@0.15; f´c=210 kg/cm2 M3 260.51 260.96 262.98 264.05 265.08 262.06 261.54 263.41 264.77 260.84 261.3 260.51 262.52 264.63 262.85 261.31 263.92 264.15 262.46 263.02 263.52 264.84 264.56 266.18 264.72 263.56 261.06 262.882 2 104 Solera fundación 0.15x0.15; Ref 4#3+Est#3@0.20; f´c=280 kg/cm2 inc encofrado M 18.82 18.87 19 19.09 19.17 18.93 18.89 19.04 19.13 18.87 18.88 18.82 18.96 19.12 18.98 18.88 19.08 19.1 18.96 19 19.04 19.15 19.12 19.23 19.12 19.06 18.87 18.992 2 105 Solera de fundación 0.40x0.20; Ref 4#4+Est#2@0.15; f´c=210 Kg/cm2 inc encofrado M 26.12 26.17 26.36 26.47 26.57 26.27 26.22 26.41 26.55 26.15 26.2 26.12 26.33 26.55 26.35 26.2 26.45 26.49 26.32 26.38 26.41 26.55 26.54 26.69 26.55 26.42 26.17 26.352 2 106 Solera de fundación 0.40x0.25; Ref 4#4+Est#3@0.15; f´c=210 kg/cm2; inc encofrado M 28.05 28.09 28.3 28.4 28.55 28.2 28.14 28.36 28.53 28.08 28.11 28.05 28.25 28.51 28.29 28.11 28.4 28.42 28.25 28.3 28.38 28.53 28.49 28.68 28.51 28.38 28.09 28.292 2 107 Solera de fundación 0.40x0.25; Ref 6#3+Est#2@0.15; f'c=210Kg/cm2 inc encofrado M3 281.5 282 284.19 285.36 286.48 283.19 282.66 284.67 286.13 281.88 282.37 281.5 283.71 286.01 284.05 282.39 285.21 285.48 283.63 284.25 284.78 286.21 285.89 287.65 286.08 284.82 282.13 284.082 2 108 Solera de fundación 0.50x0.25; Ref 6#4+Est#3@0.20; f'c=210Kg/cm2 M3 282.58 283.05 285.26 286.44 287.55 284.25 283.7 285.72 287.2 282.92 283.43 282.58 284.77 287.08 285.11 283.47 286.29 286.54 284.69 285.31 285.84 287.3 286.98 288.75 287.15 285.89 283.18 285.152 2 110 Solera de fundación 0.40x0.30; Ref 4#5+Est#3@0.15; f´c=280kg/cm2; inc encofrado M3 457.37 458.16 461.74 463.63 465.38 460.04 459.23 462.48 464.88 457.97 458.76 457.37 460.92 464.61 461.46 458.79 463.37 463.77 460.8 461.8 462.73 465 464.49 467.37 464.8 462.77 458.3 461.52 2 112 Solera de fundación 0.60x0.25; Ref 6#3+Est#3@0.15; f'c=210 kg/cm2; inc encofrado M 51.66 51.75 52.15 52.34 52.57 51.97 51.87 52.24 52.49 51.72 51.81 51.66 52.06 52.49 52.13 51.83 52.33 52.4 52.04 52.15 52.26 52.51 52.47 52.77 52.49 52.27 51.76 52.13

2 2 113 Solera de fundación 0.80x0.20; Ref#3@0.20 A.S 1Lecho; f'c=280 kg/cm2; inc encofrado M3 251.07 251.49 253.45 254.49 255.49 252.54 252.08 253.87 255.19 251.41 251.83 251.07 253 255.05 253.28 251.86 254.34 254.56 252.94 253.49 253.98 255.26 254.98 256.55 255.14 254 251.56 253.292 2 114 Solera de fundación 0.40x0.20; Ref 4#3+Est#2@0.15; f'c=217 kg/cm2 utilizando cemento tipo 5000 M 17.98 18.01 18.14 18.21 18.28 18.08 18.05 18.17 18.26 18.01 18.03 17.98 18.11 18.25 18.13 18.04 18.2 18.22 18.11 18.15 18.18 18.26 18.25 18.35 18.26 18.18 18.02 18.142 2 115 Solera de fundación de 0.60x0.30; ref 4#3+Est#2@0.15+3#3 con G#6@0.15; f'c=210Kg/cm2 M3 439.21 439.96 443.36 445.18 446.93 441.76 440.93 444.08 446.39 439.75 440.52 439.21 442.61 446.18 443.13 440.57 444.98 445.35 442.47 443.46 444.29 446.52 446.03 448.79 446.32 444.35 440.11 443.182 2 116 Solera de fundación de 0.60x0.20; RL(4#4+2#3)+Est#2@0.15; f'c=210Kgf/cm2; inc encofrado M3 299.71 300.24 302.55 303.79 304.97 301.48 300.87 303.03 304.62 300.08 300.62 299.71 302.02 304.47 302.4 300.63 303.64 303.9 301.93 302.63 303.19 304.68 304.37 306.25 304.55 303.23 300.33 302.432 2 117 Solera de contorno de pozo 0.30x0.15; Ref 3#3+Est#2@0.15; f'c=210 Kg/cm2 M3 339.49 340.08 342.71 344.09 345.47 341.49 340.82 343.26 345.04 339.91 340.51 339.49 342.12 344.88 342.52 340.53 343.94 344.24 342.02 342.78 343.41 345.13 344.78 346.89 344.98 343.47 340.19 342.552 2 118 Solera de fundación 0.25x0.15; Ref 4#3+Est#2@0.15; f'c=210Kgf/cm2 M3 310.61 311.15 313.56 314.84 316.08 312.45 311.83 314.07 315.71 311 311.55 310.61 313.02 315.56 313.39 311.56 314.7 314.97 312.94 313.63 314.22 315.79 315.47 317.39 315.64 314.26 311.25 313.432 2 121 Solera de contorno de pozo L 0.15x0.05+0.07x0.05; Ref 3#3+Est#2@0.15; f'c=210 Kg/cm2; inc encofrado M 9.06 9.06 9.16 9.19 9.23 9.11 9.1 9.18 9.23 9.06 9.08 9.06 9.13 9.23 9.15 9.08 9.19 9.21 9.13 9.17 9.19 9.23 9.22 9.27 9.23 9.19 9.07 9.152 2 122 Solera de fundación 0.60x0.25; Ref 8#3+Est#3@0.15; f'c=210Kgf/cm2; inc encofrado M 47.26 47.31 47.69 47.87 48.07 47.52 47.42 47.76 48 47.3 47.39 47.26 47.59 47.99 47.66 47.39 47.84 47.9 47.58 47.7 47.78 48.02 47.97 48.28 48 47.78 47.34 47.662 2 123 Solera de fundación 0.40x0.20; Ref 6#3+Est#3@0.15; f'c=210Kgf/cm2; inc encofrado M 29.76 29.8 30.05 30.15 30.27 29.94 29.88 30.09 30.24 29.8 29.85 29.76 30 30.23 30.03 29.85 30.14 30.19 30 30.06 30.1 30.26 30.23 30.4 30.23 30.1 29.82 30.042 2 125 Solera de fundación 0.40x0.20; Ref 3#3+Grapa#2@0.20; f`c=210Kgf/cm2 M 16.01 16.05 16.17 16.25 16.31 16.1 16.08 16.2 16.28 16.05 16.07 16.01 16.14 16.28 16.15 16.07 16.25 16.26 16.14 16.17 16.22 16.29 16.28 16.36 16.28 16.22 16.06 16.162 2 126 Solera de fundación 0.15x0.15; Ref 4#4+Est#2@0.15; f'c=210Kgf/cm2 M 11.09 11.11 11.2 11.23 11.28 11.16 11.13 11.2 11.25 11.1 11.13 11.09 11.17 11.25 11.19 11.13 11.22 11.23 11.17 11.2 11.22 11.26 11.25 11.35 11.25 11.22 11.11 11.192 2 127 Solera de fundación 0.55x0.20; Ref 6#3+Est#2@0.15; f'c=210 Kgf/cm2 M3 236.95 237.35 239.19 240.17 241.12 238.35 237.86 239.57 240.83 237.24 237.65 236.95 238.78 240.72 239.06 237.66 240.05 240.27 238.73 239.26 239.69 240.9 240.66 242.12 240.79 239.72 237.44 239.082 2 128 Solera de fundación 0.55x0.20; Ref 4#3+Est#2@0.15; f'c=210 Kgf/cm2 M 23.79 23.83 24.02 24.12 24.23 23.93 23.9 24.06 24.18 23.82 23.88 23.79 23.98 24.17 24.01 23.88 24.11 24.12 23.98 24.03 24.07 24.19 24.17 24.31 24.18 24.08 23.85 24.022 2 129 Solera de fundación 1.20x0.35; Ref 12#4+Est#4@0.20; f'c=210Kg/cm2 (Resistente a amb marinos) M 113.75 113.94 114.81 115.26 115.7 114.39 114.19 114.98 115.57 113.89 114.08 113.75 114.6 115.5 114.74 114.09 115.21 115.3 114.58 114.82 115.03 115.6 115.47 116.17 115.55 115.07 113.97 114.752 2 130 Solera de fundación 0.80x0.30; Ref 12#3+Est#5@0.15 A.S. 1Lecho; f'c=210Kg/cm2; inc encofrado M3 376.41 377.04 379.95 381.47 382.93 378.59 377.9 380.53 382.49 376.87 377.51 376.41 379.31 382.3 379.75 377.55 381.28 381.61 379.17 380 380.73 382.63 382.19 384.48 382.41 380.81 377.17 379.782 2 131 Solera de fundación 1.55x0.30; RL9#4+RT#4@0.20 1Lecho; f'c=210Kg/cm2 M 99.44 99.62 100.39 100.79 101.21 100.04 99.85 100.55 101.08 99.56 99.74 99.44 100.22 101.02 100.34 99.76 100.76 100.84 100.19 100.42 100.6 101.11 100.99 101.61 101.06 100.61 99.65 100.352 2 132 Solera de fundación 1.50x0.30; RL10#4+RT#4@0.20 1Lecho; f'c=210Kg/cm2 M 98.71 98.88 99.66 100.05 100.46 99.3 99.11 99.82 100.33 98.84 99.02 98.71 99.48 100.29 99.61 99.03 100.01 100.1 99.45 99.68 99.86 100.36 100.26 100.87 100.32 99.87 98.92 99.622 2 134 Solera de fundación 0.50x0.20; Ref 5#3+G#4@0.20; f'c=210Kg/cm2 M3 238.8 239.22 241.08 242.08 243.03 240.24 239.77 241.48 242.73 239.11 239.53 238.8 240.68 242.62 240.98 239.56 241.96 242.17 240.6 241.13 241.58 242.81 242.55 244.01 242.68 241.61 239.32 2412 2 135 Solera de fundación 0.60x0.30; Ref 4#4+Est#3@0.15; f'c=210Kg/cm2 M 41.44 41.52 41.84 42.01 42.17 41.68 41.6 41.9 42.13 41.49 41.56 41.44 41.77 42.11 41.81 41.58 41.99 42.02 41.76 41.86 41.92 42.13 42.08 42.35 42.12 41.93 41.53 41.822 2 136 Solera de fundación 0.60x0.20; Ref 6#4+Est#3@0.15; f'c=210Kg/cm2 M3 390.25 390.93 393.98 395.6 397.13 392.54 391.81 394.59 396.65 390.75 391.44 390.25 393.31 396.46 393.78 391.49 395.37 395.73 393.17 394.05 394.79 396.76 396.36 398.82 396.56 394.85 391.05 393.812 2 137 Solera de fundación 0.40x0.25; Ref 4#4+Est#2@0.15; f'c=210Kg/cm2 M3 240.82 241.23 243.13 244.13 245.07 242.26 241.79 243.51 244.77 241.13 241.58 240.82 242.7 244.67 243 241.59 243.99 244.2 242.63 243.18 243.61 244.86 244.61 246.08 244.73 243.65 241.33 243.022 2 140 Solera de fundación 0.60x0.25; Ref 6#4+Est#3@0.15; f'c=210Kgf/cm2 M3 266.99 267.45 269.54 270.65 271.69 268.58 268.07 269.97 271.37 267.34 267.83 266.99 269.07 271.25 269.41 267.84 270.5 270.74 268.99 269.61 270.09 271.46 271.18 272.83 271.32 270.13 267.56 269.432 2 141 Solera de fundación 1.0x0.30; Ref 14#3+Est#5@0.15; f'c=210Kg/cm2 M3 310.59 311.15 313.55 314.84 316.07 312.44 311.84 314.07 315.7 310.99 311.55 310.59 313.01 315.56 313.38 311.59 314.68 314.96 312.92 313.61 314.19 315.78 315.44 317.37 315.63 314.23 311.26 313.432 2 142 Solera de fundación 0.85x0.30; Ref 12#3+Est#5@0.15; f'c=210Kg/cm2 M3 317.75 318.28 320.76 322.08 323.34 319.62 319.02 321.29 322.95 318.16 318.71 317.75 320.22 322.8 320.58 318.74 321.93 322.22 320.13 320.82 321.43 323.06 322.7 324.66 322.89 321.47 318.41 320.622 2 143 Solera de fundación 1.30x0.30; Ref 18#3+Est#5@0.15; f'c=210Kgf/cm2 M3 314.69 315.24 317.7 319.01 320.26 316.58 315.98 318.21 319.87 315.11 315.67 314.69 317.16 319.72 317.53 315.7 318.84 319.14 317.07 317.76 318.37 319.97 319.62 321.56 319.8 318.4 315.36 317.562 2 144 Solera de fundación de 1.20x0.35; Ref 16#3+Est#5@0.15; f'c=210Kg/cm2 M3 293.4 293.92 296.2 297.42 298.57 295.15 294.6 296.68 298.21 293.79 294.31 293.4 295.7 298.08 296.05 294.33 297.27 297.55 295.61 296.27 296.82 298.31 298.01 299.82 298.17 296.86 294.03 296.082 2 145 Solera de fundación 0.70x0.30; Ref 10#3+Est#5@0.15; f'c=210Kgf/cm2 M3 331.53 332.1 334.69 336.07 337.38 333.5 332.86 335.22 336.98 331.97 332.55 331.53 334.1 336.82 334.49 332.57 335.88 336.2 334.02 334.74 335.38 337.07 336.72 338.77 336.91 335.42 332.23 334.552 2 146 Solera de fundación 0.60x0.30 RL(4#5+4#3)+RT(Est#3+G#3)@0.15; f'c=210Kg/cm2 M3 221.96 222.33 224.08 224.99 225.87 223.28 222.84 224.44 225.6 222.24 222.65 221.96 223.68 225.5 223.96 222.66 224.88 225.08 223.63 224.12 224.53 225.67 225.44 226.8 225.55 224.55 222.44 223.992 2 147 Solera de fundación 0.20x0.20; Ref 4#3+Est#4@0.15; f´c= 210 Kg/cm2; inc encofrado M3 501.64 502.55 506.46 508.52 510.47 504.6 503.7 507.26 509.87 502.3 503.2 501.64 505.56 509.62 506.16 503.25 508.27 508.72 505.41 506.51 507.52 510.02 509.47 512.63 509.77 507.61 502.7 506.212 2 149 Solera de fundación 0.30x0.25; Ref 4#4+Est#2@0.15; f'c=140Kg/cm2 M3 231.5 231.92 233.7 234.64 235.57 232.85 232.43 234.08 235.28 231.8 232.23 231.5 233.31 235.16 233.59 232.25 234.55 234.73 233.24 233.73 234.18 235.35 235.12 236.56 235.23 234.21 231.98 233.62 2 150 Solera de fundación 0.65x0.30; Ref 8#4+Est#3@0.125; f'c=210 Kg/cm2 M3 285.52 286.02 288.24 289.44 290.56 287.22 286.67 288.72 290.21 285.88 286.39 285.52 287.75 290.09 288.09 286.43 289.29 289.56 287.69 288.3 288.85 290.31 289.99 291.75 290.16 288.88 286.14 288.132 2 151 Solera de fundación 0.40x0.25; Ref 5#4+Est#3@0.15; f´c=210Kg/cm2; inc encofrado M3 397.88 398.57 401.61 403.24 404.77 400.21 399.49 402.24 404.29 398.4 399.1 397.88 400.93 404.12 401.42 399.12 403.03 403.4 400.82 401.69 402.44 404.41 403.98 406.41 404.22 402.48 398.73 401.462 2 152 Solera 1.50X0.30 2L 16#4+E#5@0.15 Concreto 210 y fy=2800 Kg/cm2 (Incluye encofrado) M3 347.89 348.49 351.17 352.61 354.01 349.93 349.28 351.74 353.59 348.33 348.93 347.89 350.58 353.43 351 348.96 352.44 352.76 350.46 351.24 351.92 353.69 353.31 355.47 353.53 351.99 348.61 351.042 2 153 Solera 0.90X0.25 2L 8#4+est#5@0.15m; f´c=210Kg/cm2 y fy=2800 Kg/cm2 (Inc encofrado) M3 408.41 409.14 412.29 413.98 415.61 410.81 410.03 412.98 415.08 408.94 409.66 408.41 411.57 414.91 412.08 409.69 413.79 414.15 411.45 412.38 413.17 415.21 414.78 417.3 415.03 413.23 409.27 412.122 2 154 Solera de fundación 1.20x0.30m; Ref 12#4+Est#3@0.15m; f'c=210kg/cm2 M3 249.15 249.58 251.52 252.55 253.56 250.64 250.15 251.93 253.24 249.47 249.92 249.15 251.08 253.13 251.39 249.94 252.42 252.65 251.02 251.56 252.03 253.32 253.06 254.58 253.18 252.06 249.68 251.432 2 155 Solera de fundación 0.30x0.30m; ref 4#5+est#3@0.15m; f'c=210kg/cm2 M3 319.1 319.65 322.13 323.46 324.71 320.98 320.38 322.65 324.33 319.51 320.08 319.1 321.58 324.18 321.97 320.11 323.3 323.59 321.48 322.2 322.8 324.43 324.08 326.06 324.26 322.85 319.77 3222 2 156 Solera de fundación 0.40x0.15; ref 3#3+grapa#3@0.30; f`c=210Kgf/cm2 M 13.11 13.14 13.22 13.27 13.33 13.19 13.15 13.25 13.32 13.12 13.15 13.11 13.21 13.32 13.21 13.15 13.27 13.27 13.2 13.23 13.25 13.32 13.32 13.39 13.32 13.26 13.14 13.222 2 157 Solera de fundación 0.45X0.25m; Ref 7#4+Est#3@0.15m; f'c=210Kg/cm2 M 34.79 34.83 35.11 35.26 35.39 34.99 34.93 35.16 35.34 34.82 34.87 34.79 35.04 35.32 35.09 34.87 35.24 35.27 35.03 35.11 35.18 35.35 35.32 35.52 35.34 35.18 34.85 35.092 2 158 Solera de fundación 0.70x0.30m; ref 8#3+est#3@0.20m; f'c=280kg/cm2. M3 242.93 243.33 245.21 246.2 247.16 244.33 243.88 245.6 246.87 243.23 243.65 242.93 244.77 246.74 245.05 243.66 246.07 246.27 244.71 245.24 245.71 246.95 246.68 248.18 246.84 245.73 243.4 245.072 2 159 Solera de fundación 0.35x0.30m; ref 6#4+Est#3@0.15m; f'c=210Kg/cm2 M3 307.52 308.05 310.45 311.74 312.94 309.35 308.76 310.97 312.58 307.91 308.47 307.52 309.93 312.42 310.3 308.49 311.58 311.87 309.82 310.51 311.09 312.67 312.34 314.24 312.51 311.14 308.19 310.342 2 160 Solera de fundación 0.40x0.25; ref 4#4+2#3+est#3@0.15m; f'c=210Kg/cm2 M 31.97 32.03 32.28 32.41 32.55 32.16 32.1 32.34 32.49 32.01 32.07 31.97 32.23 32.49 32.26 32.07 32.4 32.42 32.22 32.29 32.36 32.51 32.47 32.67 32.49 32.36 32.04 32.272 2 161 Solera de fundación 0.60x0.25; ref 8#4+est#3@0.125m; f'c=210 Kg/cm2 M3 346.79 347.41 350.1 351.56 352.91 348.86 348.19 350.67 352.5 347.24 347.87 346.79 349.51 352.34 349.92 347.9 351.38 351.7 349.4 350.17 350.83 352.61 352.23 354.38 352.41 350.88 347.55 349.952 2 162 Solera de fundación 0.75x0.25m; ref 10#4+est#3@0.125m; f'c=210 Kg/cm2 M3 329.05 329.63 332.19 333.54 334.85 330.99 330.37 332.73 334.44 329.48 330.06 329.05 331.62 334.29 332.02 330.1 333.38 333.69 331.54 332.25 332.88 334.55 334.2 336.25 334.38 332.92 329.75 332.062 2 163 Solera de fundación 0.40x0.25; ref 4#4+2#3+est#3@0.15m; f'c=210Kg/cm2 M3 319.73 320.28 322.85 324.08 325.48 321.63 321.02 323.3 324.99 320.12 320.69 319.73 322.3 324.93 322.58 320.7 324 324.24 322.16 322.89 323.56 325.04 324.78 326.69 324.96 323.57 320.36 322.72 2 164 Solera de fundación 0.45x0.25m; ref 7#4+2#5+est#3@0.20m; f'c=210Kg/cm2 M 42.18 42.27 42.59 42.76 42.93 42.44 42.34 42.65 42.89 42.25 42.32 42.18 42.53 42.85 42.57 42.32 42.73 42.77 42.53 42.61 42.66 42.9 42.84 43.1 42.86 42.67 42.28 42.572 2 165 Solera de fundación 0.30x0.20m; ref 6#3+est#2@0.20m; f'c=210 Kgf/cm2 M 16.76 16.8 16.92 16.99 17.05 16.88 16.83 16.96 17.03 16.78 16.81 16.76 16.91 17.03 16.91 16.81 16.99 16.99 16.89 16.93 16.96 17.03 17.03 17.12 17.03 16.97 16.8 16.922 2 167 Solera de fundación 0.60x0.30m; ref 6#4+est#3@0.15m; f'c=210Kg/cm2 M 48.66 48.77 49.14 49.35 49.55 48.96 48.85 49.21 49.48 48.74 48.82 48.66 49.06 49.46 49.11 48.83 49.33 49.36 49.04 49.15 49.22 49.48 49.43 49.74 49.47 49.26 48.78 49.122 2 168 Solera de fundación 0.60x0.25; ref 8#3+est#3@0.125; f'c=210Kgf/cm2 M3 42.51 42.57 42.92 43.08 43.27 42.76 42.67 42.99 43.22 42.56 42.64 42.51 42.84 43.18 42.9 42.64 43.07 43.11 42.83 42.93 43.01 43.23 43.18 43.44 43.21 43.01 42.59 42.912 2 170 Solera de fundación de 1.40x0.30m; ref#4@0.20m+est#3@0.20m; f'c=210 kg/cm2 M3 190.96 191.29 192.78 193.57 194.33 192.1 191.71 193.1 194.09 191.2 191.54 190.96 192.46 194.02 192.69 191.55 193.46 193.64 192.4 192.83 193.18 194.15 193.95 195.12 194.06 193.19 191.36 192.712 2 171 Solera de fundación 0.30x0.25m; Ref 5#3+Est#2@0.10m; f'c=210 Kg/cm2 M 15.85 15.87 15.99 16.11 16.15 15.94 15.91 16.01 16.12 15.86 15.9 15.85 15.95 16.12 15.98 15.9 16.08 16.11 15.95 15.99 16.03 16.12 16.12 16.2 16.12 16.04 15.87 15.982 2 172 Solera de fundación 0.30x0.25m; ref 4#4+est#3@0.15m; f'c=180Kg/cm2 M3 299.57 300.09 302.37 303.58 304.75 301.31 300.75 302.86 304.39 299.95 300.48 299.57 301.86 304.26 302.22 300.51 303.43 303.71 301.78 302.41 302.99 304.48 304.16 306 304.34 303.01 300.21 302.242 3 1 BLOQUE SOLERA (SI) 15X20X40 1#3 F´C=210 M 8.3 8.32 8.38 8.41 8.45 8.35 8.33 8.39 8.44 8.31 8.33 8.3 8.37 8.43 8.37 8.33 8.41 8.42 8.36 8.38 8.4 8.44 8.43 8.48 8.43 8.4 8.32 8.382 3 2 REPISA SI 25X15+LOSA40X10 11#3+(EST#3+EST#2)@15 M3 699.56 700.81 706.28 709.13 711.88 703.69 702.42 707.39 711.04 700.47 701.72 699.56 705.02 710.69 705.86 701.79 708.79 709.41 704.82 706.34 707.74 711.26 710.48 714.87 710.9 707.88 701.02 705.932 3 3 BLOQUE SOLERA (SI) 15X20X40 2#3+GAN#2@15 F´C=210 M 10.12 10.14 10.22 10.26 10.3 10.18 10.17 10.24 10.29 10.14 10.16 10.12 10.2 10.28 10.21 10.16 10.26 10.27 10.2 10.22 10.24 10.29 10.28 10.34 10.29 10.24 10.15 10.222 3 4 BLOQUE SOLERA (SI) 20X20X40 2#3+GAN#2@15 F´C=210 M 11.19 11.21 11.3 11.34 11.39 11.26 11.24 11.32 11.37 11.21 11.23 11.19 11.28 11.37 11.29 11.23 11.34 11.35 11.28 11.3 11.32 11.38 11.37 11.43 11.37 11.32 11.22 11.292 3 5 S.I. (15X10) 2Í 3/8" + 1Í ¼" A.C. 15 CM. 1:2:2 M 7.09 7.1 7.16 7.19 7.22 7.13 7.12 7.17 7.21 7.1 7.11 7.09 7.15 7.21 7.16 7.11 7.19 7.19 7.15 7.16 7.17 7.21 7.2 7.25 7.21 7.18 7.11 7.162 3 6 S.I. BLOQUE 10X20X40 2Í3/8" + ¼" @ 10 CMS.1:2:2 M 6.62 6.63 6.68 6.71 6.73 6.66 6.64 6.69 6.73 6.63 6.64 6.62 6.67 6.72 6.68 6.64 6.7 6.71 6.67 6.68 6.69 6.73 6.72 6.76 6.72 6.7 6.63 6.682 3 7 Bloque solera de 15x20x40; ref 2#3+G#2@0.10m; f'c=210Kg/cm2 M 9.22 9.24 9.31 9.35 9.38 9.28 9.26 9.32 9.37 9.23 9.25 9.22 9.29 9.37 9.3 9.25 9.34 9.35 9.29 9.31 9.33 9.38 9.37 9.42 9.37 9.33 9.24 9.312 3 9 SOLERA INTERMEDIA 30X20CMS REF.6#5 EST#3@ 15CM M3 619.58 620.7 625.53 628.07 630.49 623.24 622.12 626.52 629.75 620.39 621.5 619.58 624.42 629.44 625.15 621.57 627.76 628.31 624.24 625.59 626.83 629.93 629.24 633.15 629.62 626.95 620.88 625.222 3 11 SOLERA INTERM. BLOQUE 20X20X40CM 2#3+G#2@10CM M 8.45 8.47 8.53 8.57 8.6 8.5 8.49 8.55 8.59 8.46 8.48 8.45 8.52 8.59 8.53 8.48 8.56 8.57 8.52 8.53 8.55 8.59 8.58 8.64 8.59 8.55 8.47 8.532 3 12 SOL. INTERM. BLOQ 20 SPLIT FACE 2#3+G#2@10CM M 10.92 10.94 11.03 11.07 11.12 10.99 10.97 11.05 11.1 10.94 10.96 10.92 11.01 11.1 11.02 10.96 11.07 11.08 11.01 11.03 11.05 11.11 11.09 11.16 11.1 11.05 10.95 11.022 3 13 SOLERA INTERMDIA 15X15CM 4#3 Y EST. #2 @ 15CMS M 12.36 12.38 12.48 12.53 12.58 12.43 12.41 12.5 12.56 12.37 12.4 12.36 12.46 12.56 12.47 12.4 12.52 12.53 12.45 12.48 12.5 12.57 12.55 12.63 12.56 12.51 12.39 12.472 3 14 SOLERA INTERMEDIA BLOQUE DE 15 CM 2#3+G#2 @ 10CM M 8.66 8.68 8.75 8.78 8.81 8.71 8.7 8.76 8.8 8.67 8.69 8.66 8.73 8.8 8.74 8.69 8.78 8.78 8.73 8.75 8.76 8.81 8.8 8.85 8.8 8.76 8.68 8.742 3 15 SOLERA INTERMEDIA BLOQUE DE 15 2#3#1/4 @15 CMS M 10.8 10.82 10.9 10.95 10.99 10.86 10.84 10.92 10.97 10.81 10.83 10.8 10.88 10.97 10.9 10.83 10.94 10.95 10.88 10.9 10.92 10.98 10.97 11.03 10.97 10.93 10.82 10.92 3 16 BLOQUE SOLERA 10X20X40CM REFUERZO 1#3 CORRIDA M 6.97 6.98 7.04 7.06 7.09 7.01 7 7.05 7.08 6.98 6.99 6.97 7.02 7.08 7.03 6.99 7.06 7.07 7.02 7.04 7.05 7.08 7.08 7.12 7.08 7.05 6.98 7.032 3 17 BLOQUE SOLERA DE 20X20X40CM 4#5 Y EST #2@15CM M 17.56 17.59 17.73 17.8 17.87 17.66 17.63 17.76 17.85 17.58 17.61 17.56 17.7 17.84 17.72 17.62 17.79 17.81 17.69 17.73 17.76 17.85 17.83 17.94 17.84 17.77 17.6 17.722 3 18 BLOQUE SOLERA 15X20X40 1#4 F'C=210 KG/CM2 FY= 2800 KG/CM2 M 7.09 7.1 7.16 7.17 7.2 7.11 7.11 7.16 7.2 7.09 7.1 7.09 7.14 7.19 7.16 7.1 7.17 7.18 7.13 7.16 7.16 7.2 7.19 7.24 7.2 7.16 7.1 7.162 3 19 SOLERA DE (20X15) 4#3 + EST#2 @15CM M3 720.68 722.24 727.53 730.29 732.92 724.34 723.39 728.32 732.33 721.31 722.92 720.68 726.64 732.08 727.27 722.96 730 730.46 726.47 727.62 728.57 732.45 731.95 735.78 732.22 728.67 722.41 727.312 3 20 SOLERA INTERMEDIA (30x15) 2#3 + GAN #2@20 M3 394.05 394.85 397.8 399.37 400.86 396.18 395.55 398.32 400.47 394.46 395.26 394.05 397.25 400.31 397.64 395.3 399.19 399.48 397.15 397.86 398.47 400.55 400.23 402.46 400.4 398.52 394.97 397.682 3 21 BLOQUE SOLERA 20X20X40 1#4 M 5.19 5.2 5.25 5.27 5.29 5.22 5.22 5.26 5.28 5.2 5.2 5.19 5.23 5.27 5.24 5.21 5.27 5.27 5.23 5.25 5.27 5.29 5.27 5.31 5.28 5.27 5.2 5.242 3 22 Solera intermedia 0.15x0.20 m; ref 4#3+Est#2@0.10 m; f'c=210Kg/cm2; inc encofrado M3 510.55 511.47 515.46 517.55 519.54 513.57 512.65 516.27 518.93 511.22 512.14 510.55 514.54 518.67 515.15 512.19 517.29 517.75 514.38 515.51 516.53 519.08 518.52 521.74 518.83 516.63 511.63 515.22 3 23 Bloque solera (SI) 15X20X40 2#3+GAN#2@20 cms F´C=210 M 10.94 10.96 11.05 11.09 11.14 11.01 10.99 11.07 11.12 10.96 10.98 10.94 11.03 11.12 11.04 10.98 11.09 11.1 11.03 11.05 11.07 11.13 11.11 11.18 11.12 11.07 10.97 11.042 3 24 SOLERA INTERMEDIA CON REPISA PARA VENTANA 0.11 X 0.2 CMS. + BLOQUE SOLERA DE 15X20X40 M 17.89 17.91 18.04 18.13 18.21 17.99 17.95 18.08 18.19 17.91 17.92 17.89 18.02 18.19 18.03 17.92 18.12 18.13 18.02 18.06 18.09 18.19 18.17 18.27 18.19 18.09 17.92 18.032 3 25 SI con Bloque de 20x20x40 4#4 y estribos #2 @15cm f´c = 210 Kg/cm2 M 14.95 14.98 15.08 15.15 15.21 15.03 15 15.13 15.2 14.95 14.99 14.95 15.07 15.2 15.08 14.99 15.14 15.15 15.06 15.08 15.13 15.2 15.2 15.27 15.2 15.13 14.98 15.082 3 26 Solera intermedia 15x20 ref.2#3+alacran#3 @ 20 f´c=280 kg/cm2 incluye encofrado y curado M 17.59 17.63 17.75 17.83 17.91 17.7 17.66 17.79 17.88 17.63 17.64 17.59 17.7 17.88 17.74 17.64 17.82 17.83 17.7 17.75 17.79 17.89 17.88 17.97 17.88 17.79 17.63 17.752 3 27 Solera de bloque split face de 15x20x40; ref 1#4; f'c=210 Kg/cm2 M 15.02 15.06 15.17 15.23 15.28 15.12 15.09 15.2 15.26 15.04 15.09 15.02 15.13 15.26 15.16 15.09 15.23 15.23 15.13 15.17 15.2 15.26 15.26 15.35 15.26 15.2 15.07 15.162 3 28 Solera de bloque split face de 20x20x40; ref 1#4; f'c=210 Kg/cm2 M 19.6 19.66 19.78 19.89 19.94 19.72 19.68 19.84 19.93 19.62 19.68 19.6 19.75 19.92 19.77 19.68 19.89 19.89 19.75 19.79 19.84 19.93 19.92 20.04 19.93 19.84 19.66 19.772 3 29 SOLERA INTERMEDIA BLOQUE 20X20X40 cm; 2 N° 4 EST N° 3 @ 0.15 m; f'c=180 kg/cm2 M 12.36 12.38 12.47 12.54 12.57 12.43 12.42 12.5 12.56 12.38 12.4 12.36 12.44 12.55 12.46 12.4 12.54 12.54 12.44 12.47 12.5 12.56 12.54 12.63 12.56 12.5 12.38 12.462 3 30 SOLERA INTERMEDIA 0.40x0.20 m; 6 N° 4 EST N° 3 @ 0.15 m; f'c=210 kg/cm2. Fy=4200 kg/cm2 M 49.87 49.96 50.35 50.54 50.74 50.16 50.06 50.42 50.68 49.94 50.03 49.87 50.25 50.67 50.33 50.03 50.53 50.59 50.24 50.35 50.44 50.7 50.65 50.95 50.68 50.44 49.97 50.342 3 31 SOLERA INTERMEDIA 0.20X0.20 m; 4 N° 4 EST N° 3 @ 0.15 m; f'c=210 kg/cm2; Fy=4200 kg/cm2 M 33.25 33.32 33.56 33.71 33.84 33.45 33.37 33.62 33.78 33.32 33.37 33.25 33.49 33.77 33.55 33.37 33.69 33.73 33.48 33.57 33.64 33.78 33.77 33.95 33.78 33.65 33.33 33.552 3 32 SOLERA INTERMEDIA 0.15X0.20 m; 4 N° 4 EST N° 3 @ 0.15 m f'c = 210 kg/cm2 M 28.99 29.04 29.27 29.39 29.5 29.16 29.11 29.33 29.46 29.03 29.09 28.99 29.21 29.45 29.25 29.1 29.38 29.41 29.21 29.27 29.33 29.47 29.44 29.63 29.46 29.33 29.07 29.252 3 33 SOLERA INTERMEDIA 0.20X0.30 m; 6 N° 4 EST N° 3 @ 0.15 m; f'c=210 kg/cm2; Fy=4200 kg/cm2 M 44.37 44.46 44.8 44.98 45.15 44.64 44.55 44.86 45.11 44.45 44.52 44.37 44.72 45.08 44.79 44.53 44.96 45.02 44.71 44.8 44.89 45.11 45.07 45.34 45.11 44.89 44.47 44.792 3 34 SOLERA INTERMEDIA BLOQUE 15X20X40 cm; 2 N° 3 EST N° 3 @ 0.15 m; f'c=180 kg/cm2; Fy=4200 kg/cm2 M 9.35 9.37 9.43 9.47 9.51 9.39 9.38 9.45 9.5 9.37 9.38 9.35 9.42 9.5 9.42 9.38 9.46 9.48 9.42 9.43 9.45 9.5 9.5 9.54 9.5 9.45 9.37 9.422 3 35 Solera con bloque de 20x20x40 con 1#3 y concreto 210 fy=2800 Kgf/cm2 M 11.42 11.43 11.51 11.56 11.61 11.49 11.44 11.53 11.59 11.43 11.44 11.42 11.5 11.59 11.51 11.44 11.56 11.56 11.5 11.51 11.54 11.59 11.59 11.66 11.59 11.54 11.43 11.512 3 36 Solera de intermedia de 15x20 con ref 2#3+G#2@0.15 Concreto 210 y fy=2800 fy/cm2 (Incluye encofrado) M 12.89 12.91 13.01 13.06 13.13 12.95 12.94 13.03 13.1 12.91 12.92 12.89 12.98 13.09 13 12.92 13.06 13.06 12.98 13.01 13.04 13.1 13.09 13.17 13.09 13.04 12.92 132 3 37 Solera intermedia de 40x20 con ref 6#4+Est#2@0.15 Conc 210 y acero G40 M3 411.63 412.34 415.56 417.27 418.87 414.04 413.28 416.2 418.37 412.13 412.88 411.63 414.84 418.17 415.35 412.92 417.03 417.4 414.71 415.63 416.4 418.49 418.06 420.65 418.28 416.47 412.46 415.382 3 38 Solera intermedia de 40x20 con ref 4#4+Est#2@0.12 Conc f'c=210Kg/cm2 incl. Encofrado M 33.07 33.1 33.34 33.49 33.66 33.24 33.18 33.41 33.61 33.1 33.15 33.07 33.29 33.59 33.33 33.15 33.48 33.52 33.28 33.35 33.43 33.62 33.59 33.77 33.6 33.43 33.12 33.332 3 39 Solera intermedia de 40x20 con ref 6#4+Est#3@0.15 Conc 210 incluye encofrado M3 530.9 531.83 535.98 538.21 540.27 534.02 533.03 536.81 539.64 531.59 532.55 530.9 535.05 539.35 535.7 532.59 537.89 538.4 534.88 536.04 537.08 539.76 539.22 542.54 539.5 537.16 532.01 535.762 3 40 Solera intermedia de 60x20 con ref 6#4+Est#2@0.15 Conc 210 incluye encofrado M3 419.02 419.77 423.05 424.8 426.45 421.52 420.7 423.73 425.92 419.56 420.31 419.02 422.33 425.74 422.83 420.38 424.58 424.94 422.21 423.11 423.92 426.06 425.62 428.23 425.85 423.98 419.94 422.882 3 41 Moldura de concreto 10X101#3 adicional +G#2@0.15; f'c=210Kg/cm2; incluye encofrado M 7.32 7.33 7.38 7.41 7.44 7.34 7.33 7.38 7.44 7.32 7.33 7.32 7.37 7.43 7.37 7.33 7.41 7.41 7.37 7.38 7.39 7.44 7.43 7.47 7.43 7.39 7.33 7.372 3 42 Solera de concreto de 0.15x0.20m; ref 4#4+est#2@0.20m; f'c=210Kg/cm2; incluye encofrado M 26.71 26.76 26.97 27.08 27.18 26.85 26.82 26.99 27.14 26.74 26.79 26.71 26.91 27.12 26.96 26.79 27.05 27.08 26.91 26.97 27.01 27.16 27.12 27.29 27.13 27.01 26.76 26.962 3 43 Solera intermedia de 0.20x0.20m; ref 4#4+est#3@0.20m; f'c=210 Kg/cm2; incluye encofrado M 23.5 23.53 23.71 23.8 23.9 23.61 23.58 23.74 23.87 23.52 23.55 23.5 23.66 23.86 23.69 23.55 23.79 23.82 23.66 23.71 23.75 23.87 23.85 23.99 23.87 23.75 23.54 23.72 4 2 SOLERA DE CORONA 40X25 4#6+2#3+EST#2@15 F´C=210| M3 446.17 446.98 450.45 452.28 454.02 448.8 448 451.17 453.49 446.75 447.55 446.17 449.65 453.26 450.19 447.6 452.06 452.46 449.52 450.5 451.39 453.62 453.13 455.94 453.4 451.48 447.11 450.232 4 3 SOLERA DE CORONA(25*15) 4#4+EST#2@15 M3 810.73 812.09 818.01 821.12 824.08 815.21 813.84 819.23 823.17 811.72 813.08 810.73 816.65 822.79 817.56 813.16 820.74 821.42 816.43 818.09 819.6 823.41 822.55 827.34 823.02 819.75 812.32 817.642 4 4 Solera de corona 0.10x0.20m; ref 2#3+Grapa#2@0.15; f'c=210Kg/cm2; inc encofrado M3 519.93 520.87 524.93 527.06 529.08 523 522.06 525.76 528.46 520.6 521.54 519.93 523.99 528.2 524.61 521.59 526.79 527.26 523.83 524.97 526.01 528.61 528.04 531.32 528.36 526.12 521.03 524.662 4 5 SOLERA DE CORONA 20X30 4#4+EST#3@15 F´C=210 M3 551.9 552.88 557.19 559.45 561.61 555.16 554.15 558.07 560.96 552.61 553.6 551.9 556.21 560.68 556.87 553.66 559.17 559.67 556.04 557.25 558.35 561.12 560.51 563.98 560.85 558.46 553.05 556.922 4 6 SOLERA DE CORONA(40*20) 4#4+EST#2@15 F´C=210 M3 582.52 583.47 587.61 589.78 591.87 585.66 584.69 588.46 591.24 583.21 584.16 582.52 586.67 590.96 587.29 584.22 589.52 589.99 586.51 587.67 588.73 591.4 590.8 594.14 591.12 588.83 583.63 587.352 4 7 CARGADERO 15X25A60L=2M 8#3+(EST+GAN)#2@15 M3 760.56 761.92 767.86 770.98 773.95 765.04 763.68 769.08 773.03 761.55 762.91 760.56 766.49 772.65 767.4 763 770.6 771.28 766.27 767.93 769.46 773.27 772.42 777.22 772.88 769.61 762.15 767.482 4 8 Solera de corona 0.15x0.45m; ref 4#4+Est#2@0.15m; f'c=210Kg/cm2; inc encofrado M3 368.12 368.78 371.65 373.16 374.6 370.29 369.63 372.24 374.16 368.6 369.26 368.12 370.99 373.97 371.43 369.3 372.98 373.31 370.88 371.69 372.42 374.27 373.86 376.18 374.08 372.5 368.89 371.47

2 4 9 Solera de corona 0.15x0.20m; ref 4#4+Est#2@0.20m; f'c=210Kg/cm2; inc encofrado M3 553.52 554.52 558.84 561.11 563.26 556.79 555.79 559.72 562.6 554.24 555.24 553.52 557.84 562.32 558.51 555.29 560.83 561.33 557.67 558.89 560 562.77 562.16 565.65 562.49 560.11 554.69 558.562 4 10 S.C. (15X20) 2Í5/8"+ Í3/8" @ 20CM. 1:2:2 M3 620.9 622.01 626.86 629.4 631.83 624.57 623.43 627.85 631.09 621.7 622.82 620.9 625.75 630.78 626.49 622.88 629.09 629.64 625.56 626.92 628.16 631.28 630.59 634.49 630.96 628.28 622.19 626.552 4 12 S.C-1 (15X40) 3Í1/2"+ Í1/4" @ 20CM. 1:2:2 M3 565.78 566.8 571.22 573.53 575.75 569.13 568.09 572.12 575.07 566.51 567.53 565.78 570.21 574.79 570.88 567.59 573.25 573.75 570.04 571.27 572.4 575.24 574.62 578.17 574.96 572.51 566.97 570.942 4 13 S.C.(30 X 15) 4Í ½" + 1Í3/8" @ 15 CM. 1:2:2 M 27.27 27.32 27.53 27.64 27.75 27.43 27.38 27.57 27.72 27.3 27.35 27.27 27.48 27.7 27.51 27.36 27.63 27.65 27.47 27.53 27.59 27.72 27.69 27.87 27.71 27.59 27.33 27.522 4 14 SOLERA DE CORONA(40X15) 6#3+EST#2@15 F´C=210 M3 553.94 554.93 559.25 561.53 563.69 557.21 556.21 560.15 563.02 554.66 555.65 553.94 558.26 562.75 558.93 555.71 561.25 561.75 558.1 559.31 560.42 563.19 562.57 566.07 562.91 560.53 555.1 558.982 4 15 S.C(I). BLOQUE DE 20X20X40 2Í3/8" + Í1/4" @ 10 CM M 12.51 12.54 12.63 12.69 12.73 12.59 12.57 12.65 12.72 12.53 12.55 12.51 12.61 12.71 12.63 12.55 12.68 12.69 12.61 12.64 12.66 12.72 12.71 12.79 12.72 12.66 12.54 12.632 4 16 S.C. (0.30X0.20) P/POZO ABSORC.3Í3/8"+1ͼ"@15CMS M 19.4 19.44 19.59 19.67 19.75 19.52 19.48 19.62 19.72 19.43 19.46 19.4 19.56 19.71 19.58 19.47 19.66 19.68 19.55 19.59 19.63 19.73 19.71 19.83 19.72 19.64 19.45 19.582 4 17 Solera de corona 0.15x0.30m; ref 4#4+Est#2@0.15m; f'c=210Kg/cm2; inc encofrado M3 440.48 441.27 444.71 446.51 448.23 443.07 442.29 445.41 447.7 441.05 441.84 440.48 443.91 447.48 444.44 441.89 446.29 446.69 443.78 444.75 445.63 447.84 447.35 450.12 447.61 445.72 441.4 444.492 4 18 SOLERA DE CORONA 30X15 4#4+2#3+EST#2@15 F´C=210 M3 514.79 515.71 519.73 521.83 523.86 517.84 516.89 520.56 523.24 515.45 516.37 514.79 518.81 522.98 519.43 516.43 521.58 522.03 518.66 519.78 520.81 523.4 522.83 526.05 523.14 520.9 515.87 519.482 4 19 Solera de corona 0.15x0.15m; ref 4#4+Est#2@0.20m; f'c=210Kg/cm2; inc encofrado M3 642.71 643.87 648.88 651.52 654.02 646.5 645.35 649.91 653.25 643.54 644.7 642.71 647.73 652.93 648.5 644.77 651.19 651.77 647.53 648.95 650.23 653.44 652.74 656.79 653.12 650.36 644.06 648.562 4 20 Solera de corona 0.15x0.15m; ref 4#3+Est#2@0.15m; f'c=210Kg/cm2; inc encofrado M 12.31 12.33 12.43 12.48 12.53 12.38 12.36 12.45 12.51 12.33 12.35 12.31 12.41 12.51 12.42 12.35 12.47 12.48 12.4 12.43 12.46 12.52 12.5 12.58 12.51 12.46 12.34 12.422 4 21 Solera de corona 0.15x0.20m; ref 4#3+Est#2@0.15m; f'c=210Kg/cm2; inc encofrado M 21.32 21.35 21.52 21.64 21.71 21.45 21.39 21.55 21.67 21.35 21.38 21.32 21.48 21.66 21.52 21.38 21.62 21.65 21.47 21.52 21.55 21.67 21.66 21.78 21.67 21.55 21.35 21.522 4 23 S.C. (10X15) S/PARED 2Í 3/8" + 1Í ¼" @ 15CM 1:2:2 M 9.71 9.72 9.8 9.84 9.88 9.76 9.75 9.82 9.87 9.72 9.74 9.71 9.78 9.86 9.79 9.74 9.83 9.84 9.78 9.8 9.82 9.87 9.86 9.92 9.86 9.82 9.73 9.792 4 24 S.C. DE BLOQUE DE 10X20X40 2Í3/8" + 1ͼ" @ 10 CM. M 7.16 7.18 7.23 7.26 7.29 7.21 7.19 7.24 7.28 7.17 7.19 7.16 7.22 7.28 7.23 7.19 7.26 7.26 7.22 7.23 7.25 7.28 7.28 7.32 7.28 7.25 7.18 7.232 4 25 S.C. DE BLOQUE DE 15X20X40 2Í3/8" + 1ͼ" @ 10 CM. M 9.62 9.64 9.71 9.75 9.79 9.68 9.66 9.73 9.78 9.63 9.65 9.62 9.7 9.78 9.71 9.65 9.75 9.76 9.69 9.72 9.73 9.78 9.77 9.83 9.78 9.74 9.64 9.712 4 26 S.C. (20X25) 4Í3/8" + 1Í ¼" @ 20 CM. 1:2:2 M 18.4 18.43 18.57 18.65 18.72 18.5 18.47 18.6 18.7 18.42 18.45 18.4 18.54 18.69 18.56 18.45 18.64 18.65 18.53 18.57 18.61 18.7 18.68 18.8 18.69 18.61 18.43 18.562 4 27 S.C-2 (15X60) 4Í1/2"+ Í3/8" @ 20CM. M3 546.9 547.89 552.16 554.39 556.54 550.14 549.14 553.03 555.88 547.61 548.59 546.9 551.18 555.61 551.83 548.65 554.12 554.61 551.02 552.21 553.3 556.05 555.45 558.88 555.77 553.41 548.05 551.892 4 29 Solera de corona 0.15x0.32m; ref 4#3+Est#2@0.15 m; f'c=210 Kg/cm2; inc encofrado M 17.66 17.69 17.83 17.9 17.97 17.76 17.73 17.86 17.95 17.68 17.71 17.66 17.8 17.94 17.82 17.71 17.89 17.91 17.79 17.83 17.86 17.95 17.93 18.04 17.94 17.87 17.69 17.822 4 30 SOLERA SC 20X20CMS REF. 4#3 + EST. #2 @ 15CMS (ML) M 26.18 26.23 26.44 26.54 26.64 26.34 26.29 26.48 26.61 26.22 26.27 26.18 26.39 26.6 26.42 26.27 26.53 26.55 26.38 26.44 26.49 26.62 26.59 26.76 26.61 26.5 26.24 26.422 4 31 Solera de corona de 15X35 Ref 4#3+Est#2@0.15 Conc 210 y acero G40 incluye encofrado M3 375.79 376.43 379.37 380.92 382.45 378.02 377.3 379.99 381.97 376.29 376.94 375.79 378.73 381.8 379.16 376.96 380.72 381.09 378.6 379.44 380.14 382.09 381.67 384.01 381.89 380.21 376.6 379.22 4 32 Solera de corona de 15x30 con ref 4#3+EST#2@15 f´c=210 y fy=2800 Kg/cm2 (Incluye encofrado) M3 540.39 541.35 545.52 547.76 549.89 543.55 542.53 546.4 549.26 541.07 542.01 540.39 544.61 548.95 545.24 542.09 547.5 547.99 544.45 545.63 546.67 549.4 548.81 552.21 549.14 546.75 541.5 545.312 4 33 SOLERA DE CORONA 20X20 4#3+EST#2@15 (M3) M3 317.9 318.47 320.95 322.26 323.5 319.77 319.2 321.46 323.11 318.31 318.88 317.9 320.38 322.95 320.76 318.92 322.1 322.38 320.28 320.98 321.62 323.21 322.86 324.86 323.05 321.68 318.57 320.792 4 34 S.C. (30X50) 6Í 3/8" + 1Í ¼" A.C. 15 CM. 1:2:2 M 41.35 41.42 41.74 41.91 42.07 41.59 41.51 41.81 42.02 41.4 41.47 41.35 41.67 42 41.72 41.48 41.89 41.93 41.66 41.75 41.83 42.04 41.99 42.25 42.02 41.84 41.43 41.722 4 35 Solera de corona de 25x15 con 4#3+E#2@0.15 Concreto f'c=210 Kg/cm2 y fy=2800 Kg/cm2 M 21.24 21.29 21.45 21.53 21.62 21.38 21.33 21.49 21.57 21.28 21.31 21.24 21.42 21.56 21.44 21.32 21.53 21.53 21.4 21.45 21.5 21.59 21.55 21.7 21.57 21.5 21.29 21.452 4 36 Solera de corona de 30x30 con ref 6#4+E#2@0.15 Concreto 210 y fy=2800 Fg/cm2 (Incluye encofrado) M3 490.15 491.01 494.81 496.87 498.81 493.03 492.14 495.61 498.18 490.79 491.64 490.15 494 497.96 494.57 491.69 496.58 497.03 493.84 494.9 495.84 498.33 497.81 500.89 498.1 495.9 491.15 494.612 4 37 SOLERA DE CORONA EN L (40X15+15X15) 8#4+2EST#3@15. M 57.56 57.66 58.11 58.34 58.57 57.9 57.8 58.18 58.51 57.63 57.75 57.56 58.01 58.46 58.08 57.75 58.31 58.36 57.98 58.12 58.21 58.52 58.45 58.82 58.49 58.23 57.69 58.082 4 38 Solera en L de 30x12.5+10x7.5 con 3#3+G#2@0.15 Concreto 210 y fy=2800 Kg/cm2 Incluye encofrado M 19.42 19.45 19.6 19.68 19.79 19.51 19.48 19.63 19.74 19.45 19.48 19.42 19.57 19.72 19.58 19.48 19.68 19.69 19.55 19.6 19.65 19.75 19.71 19.84 19.74 19.65 19.45 19.582 4 39 Solera de corona 40x15 con 4#4+4#3+(E#3+2G)@0.15 f'c=210 kg/cm2 fy= 2800 kg/cm2 Incluye encofrado M 41.31 41.37 41.71 41.89 42.05 41.53 41.46 41.76 42.01 41.35 41.42 41.31 41.63 41.97 41.7 41.42 41.86 41.9 41.62 41.71 41.79 42.02 41.96 42.2 42.01 41.79 41.39 41.72 4 40 Solera de corona 45x15 con 4#4+4#3+(E#3+2G)@0.15 f'c=210 kg/cm2 fy= 2800 kg/cm2 Incluye encofrado M 47.92 48 48.37 48.57 48.76 48.19 48.1 48.42 48.72 47.96 48.04 47.92 48.3 48.69 48.35 48.05 48.54 48.59 48.27 48.38 48.46 48.72 48.68 48.95 48.72 48.47 48.01 48.372 4 41 Solera de corona de TG 0.25x0.05 con 3#3+G#2@0.10 Concreto 210 y fy=2800 Kg/cm2 M 9.92 9.93 9.99 10.05 10.09 9.96 9.95 10 10.07 9.93 9.94 9.92 9.99 10.06 9.99 9.94 10.05 10.05 9.99 9.99 10.04 10.07 10.06 10.12 10.07 10.04 9.93 9.992 4 42 Solera de corona de 20x20 ref 6#4+E#2@0.15 Concreto 210 y fy=2800 Kg/cm2 (Incluye encofrado) M3 669.75 670.92 676.14 678.92 681.54 673.7 672.42 677.22 680.72 670.6 671.78 669.75 674.99 680.41 675.77 671.86 678.56 679.18 674.76 676.21 677.54 680.92 680.19 684.39 680.57 677.68 671.17 675.842 4 43 Solera de contorno en L 30x15+10x5cm Con 5#3+EST#2@0.20 Conc 210 y Acero G40 Inc encofrado M3 434.82 435.58 438.96 440.79 442.49 437.38 436.55 439.66 441.95 435.36 436.13 434.82 438.24 441.75 438.73 436.18 440.56 440.94 438.08 439.02 439.86 442.06 441.6 444.35 441.87 439.94 435.71 438.792 4 45 SOLERA DE CORONA 20x30 6#3+EST#2@15. INCLUYE MOLDEADO. M3 535.37 536.08 540.21 542.54 544.78 538.4 537.31 541.18 543.97 535.89 536.94 535.37 539.52 543.76 540.02 536.97 542.31 542.67 539.03 540.29 541.38 544.06 543.67 547.18 543.87 541.44 536.19 540.052 4 46 Solera de contorno en L 20x15+10x5cm Con 5#3+EST#2@0.20 Conc 210 y Acero G40 Inc encofrado M3 505.12 506.04 509.94 512.04 514.02 508.11 507.15 510.77 513.42 505.76 506.67 505.12 509.09 513.16 509.68 506.72 511.79 512.24 508.91 510.02 511.02 513.55 513.01 516.2 513.3 511.09 506.17 509.722 4 49 Solera de Corona (15*15) Alacran 2 No 3 y No 2 @ 20 cm fc=210 km/cm2 moldeada M3 376.64 377.32 380.27 381.8 383.27 378.87 378.18 380.86 382.83 377.13 377.8 376.64 379.59 382.64 380.04 377.84 381.61 381.95 379.48 380.3 381.04 382.94 382.53 384.89 382.76 381.12 377.43 380.072 4 50 Viga de Corona de 16 x 50 ref. 4 No 5 y 2 No4estrib. No 3 @ 15 cm fc=210 kg/cm2 M3 411.55 412.27 415.45 417.1 418.71 413.95 413.21 416.1 418.22 412.07 412.8 411.55 414.72 418.02 415.21 412.84 416.9 417.27 414.6 415.49 416.3 418.34 417.89 420.44 418.14 416.38 412.39 415.252 4 51 Solera Corona (40x20) 5 # 3 + Est. # 2 @ 15 cm. F'c= 210 Kg/cm2incluye moldeado M3 307.81 308.35 310.67 311.89 313.05 309.57 309.03 311.15 312.7 308.2 308.73 307.81 310.14 312.55 310.49 308.77 311.74 312.01 310.05 310.7 311.3 312.79 312.46 314.33 312.64 311.35 308.44 310.522 4 52 Solera Corona (20x20) 5 # 3 + Est. # 2 @ 15 cm. F'c= 210 Kg/cm2 Incluye Moldeado M3 416.71 417.44 420.61 422.28 423.87 419.11 418.38 421.27 423.38 417.24 417.97 416.71 419.88 423.18 420.37 418.01 422.08 422.44 419.76 420.65 421.47 423.5 423.05 425.62 423.3 421.55 417.56 420.412 4 53 Solera Corona 60 x 20 5 # 3 + Est. # 2 @ 15 cm. F'c= 210 Kg/cm2 Incluye Moldeado M3 266.62 267.08 269.08 270.13 271.13 268.13 267.67 269.49 270.83 266.95 267.41 266.62 268.62 270.7 268.93 267.44 270 270.23 268.54 269.1 269.62 270.9 270.62 272.24 270.77 269.67 267.16 268.952 4 54 Solera Corona (40x25) 4 # 3 + Est. # 2 @ 15 cm. F'c= 210 Kg/cm2 Incluye Moldeado M3 268.71 269.18 271.19 272.25 273.26 270.24 269.77 271.61 272.95 269.05 269.51 268.71 270.73 272.82 271.04 269.54 272.12 272.36 270.65 271.22 271.74 273.03 272.75 274.38 272.9 271.79 269.25 271.062 4 55 Solera Corona(15x20) 3#3+Ests.#2@15cms concreto f´c=210kg/cm2 Incluye Moldeado M3 443.68 444.47 447.85 449.63 451.31 446.24 445.46 448.54 450.79 444.24 445.03 443.68 447.07 450.58 447.59 445.07 449.41 449.8 446.94 447.89 448.76 450.92 450.45 453.18 450.71 448.84 444.59 447.632 4 56 Solera de corona 0.15x(0.27 a 0.30)m; ref 4#4+Est#2@0.20 m; f'c=210 Kg/cm2; inc encofrado M3 478.99 479.85 483.58 485.55 487.42 481.81 480.95 484.35 486.84 479.6 480.47 478.99 482.72 486.6 483.3 480.52 485.31 485.74 482.58 483.63 484.59 486.99 486.46 489.47 486.75 484.68 479.99 483.342 4 57 Solera Corona (15 x 20) 5 # 3 + Est. # 2 @ 15 cm. F'c= 210 Kg/cm2 Incluye Moldeado M3 512.38 513.3 517.3 519.4 521.4 515.41 514.48 518.12 520.79 513.05 513.97 512.38 516.38 520.53 516.99 514.02 519.14 519.6 516.23 517.35 518.38 520.94 520.38 523.6 520.68 518.48 513.46 517.052 4 58 olera Corona (15 x 25) 5 # 3 + Est. # 2 @ 15 cm. F'c= 210 Kg/cm2 Incluye Moldeado M3 455.67 456.49 460.05 461.91 463.69 458.36 457.53 460.77 463.14 456.26 457.08 455.67 459.23 462.92 459.77 457.13 461.68 462.09 459.09 460.09 461 463.28 462.78 465.65 463.05 461.09 456.63 459.822 4 59 Solera Corona (15 x 23) 5 # 3 + Est. # 2 @ 15 cm. F'c= 210 Kg/cm2 Incluye Moldeado M3 475.51 476.37 480.08 482.02 483.88 478.32 477.46 480.84 483.31 476.13 476.98 475.51 479.22 483.07 479.79 477.03 481.78 482.21 479.08 480.12 481.07 483.45 482.93 485.92 483.22 481.17 476.51 479.842 4 60 Solera de corona 0.15x0.40m; ref 4#3+Est#2@0.20 m; f'c=210 Kg/cm2; inc encofrado M3 333 333.6 336.2 337.56 338.86 334.96 334.37 336.73 338.46 333.43 334.03 333 335.6 338.29 336 334.06 337.39 337.69 335.49 336.23 336.89 338.56 338.19 340.29 338.39 336.96 333.7 336.032 4 61 Solera de Coronamiento (10X32) ref.3#3 + est.#2@20cms FC=210KG/CM2 INCLUYE MOLDEADO M3 320.81 321.37 323.85 325.14 326.39 322.69 322.09 324.36 326.01 321.22 321.78 320.81 323.29 325.85 323.67 321.81 324.98 325.26 323.19 323.88 324.5 326.11 325.76 327.73 325.95 324.56 321.47 323.692 4 62 Solera de corona 0.15x0.32m; ref 5#3+Est#2@0.10 m; f'c=210 Kg/cm2; inc encofrado M3 412.53 413.27 416.49 418.18 419.79 414.96 414.22 417.15 419.3 413.07 413.81 412.53 415.75 419.09 416.25 413.85 417.98 418.35 415.62 416.53 417.36 419.42 418.97 421.56 419.21 417.44 413.4 416.282 4 64 Solera de corona s/pared (20x20) ref. 4#4+est.#2@20cms FC=210KG/CM2 INCLUYE MOLDEADO M3 419.8 420.55 423.8 425.51 427.15 422.28 421.5 424.47 426.65 420.34 421.08 419.8 423.06 426.45 423.56 421.12 425.29 425.67 422.94 423.85 424.67 426.78 426.32 428.92 426.57 424.75 420.67 423.62 4 66 Solera de corona 0.15x0.17m; ref 4#3+Est#2@0.15 m; f'c=210 Kg/cm2; inc encofrado M 13.44 13.46 13.57 13.62 13.67 13.52 13.49 13.59 13.66 13.46 13.48 13.44 13.54 13.65 13.56 13.48 13.62 13.63 13.54 13.57 13.59 13.66 13.65 13.73 13.66 13.6 13.47 13.562 4 68 Solera de Coronamiento (20X30) ref.4#4 + est.#2@20cms FC=210KG/CM2 M3 412.32 413.09 416.26 417.93 419.51 414.65 413.95 416.85 419.05 412.79 413.58 412.32 415.59 418.87 416.06 413.63 417.72 418.06 415.46 416.32 417.04 419.16 418.77 421.25 418.97 417.11 413.19 416.092 4 69 Solera de Coronamiento (20X25) ref.4#3 + est.#2@20cms FC=210KG/CM2 M3 381.02 381.74 384.65 386.21 387.67 383.18 382.51 385.21 387.26 381.46 382.19 381.02 384.06 387.07 384.48 382.22 386.01 386.33 383.92 384.72 385.39 387.33 386.98 389.27 387.16 385.44 381.84 384.512 4 70 Solera de corona 15 x 40 4 # 4. est. # 2 @ 15. Concreto 210 Kg/cm2 M3 379.41 380.09 383.05 384.61 386.09 381.65 380.97 383.66 385.64 379.9 380.58 379.41 382.37 385.44 382.82 380.62 384.42 384.76 382.26 383.09 383.85 385.75 385.33 387.72 385.56 383.93 380.21 382.862 4 71 SC de bloque de 20x20 4#3 y est. #2 @ 15 f´c = 210 kg/cm2 M 8.9 8.91 8.99 9.04 9.07 8.96 8.93 9.01 9.05 8.91 8.92 8.9 8.98 9.05 8.99 8.92 9.04 9.04 8.97 8.99 9.01 9.05 9.05 9.1 9.05 9.01 8.91 8.992 4 72 SOLERA DE CORONAMIENTO 20 X 30 . RH 4 # 3 + Est. # 2 @ 20 cms. Fc=210 Kg/cm2 M3 310.44 310.98 313.4 314.68 315.9 312.27 311.68 313.91 315.53 310.83 311.4 310.44 312.88 315.38 313.24 311.42 314.54 314.81 312.77 313.47 314.05 315.61 315.28 317.21 315.46 314.09 311.09 313.262 4 73 SOLERA DE CORONA DE 20 X 32 REF. 4 # 4 EST. # 3 @ 20 CMS. CONCRETO 210 KG/CM2 M 32.92 32.96 33.21 33.36 33.48 33.1 33.03 33.29 33.44 32.95 33 32.92 33.16 33.41 33.21 33 33.33 33.38 33.15 33.21 33.29 33.45 33.4 33.63 33.43 33.29 32.97 33.212 4 75 Solera Corona 15x15 4 #3 y estr. #3 @ 20 f´c=280 kg/cm2 incluye encofrado y curado M 19.04 19.08 19.22 19.31 19.39 19.15 19.11 19.27 19.36 19.08 19.09 19.04 19.19 19.35 19.2 19.09 19.3 19.32 19.19 19.22 19.28 19.37 19.35 19.47 19.35 19.3 19.08 19.212 4 76 Solera de coronamiento (20x30) ref. 4#4 + est. #2@15 cms. Fc=210 Kg/cm2 M3 328.31 328.89 331.41 332.73 334 330.23 329.62 331.93 333.62 328.72 329.3 328.31 330.84 333.46 331.22 329.34 332.57 332.86 330.74 331.45 332.09 333.72 333.36 335.38 333.55 332.15 328.98 331.252 4 77 Solera 40x25 Ref. 4#6+2#3 estr.#3@15 cm. f´c=210kg/cm2 M3 564.53 565.55 569.93 572.27 574.47 567.87 566.8 570.84 573.81 565.28 566.28 564.53 568.95 573.53 569.61 566.34 571.99 572.49 568.76 569.99 571.12 573.96 573.34 576.9 573.69 571.24 565.72 569.672 4 79 SOLERA DE CORONA (30X30) 4 #4 EST #2 @ 20 cm; f'c = 210 kg/cm2 M 76.65 76.8 77.41 77.73 77.99 77.12 76.97 77.53 77.93 76.78 76.89 76.65 77.27 77.87 77.34 76.9 77.67 77.74 77.24 77.42 77.56 77.94 77.85 78.35 77.9 77.59 76.83 77.352 4 80 SOLERA DE CORONA "L" REF 6 N°5 + 2 N°4 EST N°4 @ 0.15 m; f'c = 280 kg/cm2 M3 357.25 357.86 360.64 362.13 363.54 359.35 358.68 361.22 363.08 357.72 358.32 357.25 360 362.9 360.42 358.36 361.94 362.25 359.93 360.71 361.41 363.21 362.81 365.06 363.03 361.45 357.98 360.452 4 81 Solera SCE 0.44x0.20 f'c=210 Kgf/cm2 con ref 4#4+EST#2@0.15 G40 (Incluye encofrado) M3 527.55 528.41 532.28 534.39 536.64 530.46 529.52 533.09 535.99 528.18 529.06 527.55 531.45 535.74 532.04 529.12 534.11 534.83 531.28 532.36 533.36 536.15 535.61 539.02 535.91 533.43 528.56 532.12 4 82 Solera de corona en L 0.15x0.05+0.05x0.08 con ref 3#3+alacran#2@0.15 f'c=210kgf/cm2 y fy=2800Kg/cm2 M3 564.17 565.18 569.56 571.89 574.13 567.49 566.45 570.48 573.43 564.9 565.9 564.17 568.6 573.15 569.24 565.96 571.62 572.11 568.39 569.63 570.75 573.59 572.99 576.51 573.31 570.86 565.35 569.322 4 83 Solera de corona ancho=0.15m h1=0.33m y h2=0.36m con ref 4#4+E#2@0.20 conc 1:2:2 y fy=2800Kgf/cm2 M3 543.18 544.17 548.4 550.64 552.76 546.39 545.39 549.26 552.12 543.89 544.87 543.18 547.45 551.83 548.1 544.91 550.35 550.85 547.26 548.48 549.52 552.26 551.69 555.09 551.99 549.6 544.34 548.142 4 84 Solera de corona ancho=0.15m h1=0.33m y h2=0.36m con ref 4#4+E#2@0.20 conc 1:2:2 y fy=2800Kgf/cm2 M 28.12 28.17 28.38 28.5 28.62 28.29 28.22 28.43 28.58 28.15 28.21 28.12 28.34 28.56 28.37 28.21 28.49 28.51 28.33 28.38 28.44 28.59 28.55 28.72 28.57 28.46 28.17 28.372 4 85 SOLERA DE CORONA 0.15 X 0.15 m; 4 N° 3 EST N° 2 @ 0.20 m; f'c =210 kg/cm2 M 19.36 19.39 19.54 19.63 19.7 19.48 19.45 19.59 19.67 19.39 19.42 19.36 19.51 19.66 19.54 19.42 19.63 19.63 19.5 19.54 19.59 19.68 19.66 19.77 19.66 19.6 19.41 19.542 4 86 Solera SC-1 (15x40) 4#4+E#3@15cm. conc 210 (Forrada con fachaleta en una cara Incluye encofrado) M 59.54 59.67 60.18 60.4 60.64 59.9 59.84 60.23 60.58 59.65 59.74 59.54 60 60.55 60.07 59.79 60.37 60.42 59.98 60.18 60.26 60.6 60.51 60.89 60.58 60.28 59.69 60.072 4 87 Solera SC-2/SC-4 (15x20) 4#4+E#2@15 CM. 1:2:2 (Forrada con fachaleta en una cara) M 23.71 23.76 23.95 24.02 24.13 23.84 23.8 23.97 24.12 23.76 23.77 23.71 23.86 24.11 23.89 23.8 24.02 24.03 23.86 23.95 23.97 24.12 24.09 24.22 24.11 23.97 23.76 23.892 4 88 Solera SC-6 (23 y 27x15 Trapecio) con ref 4#4+E#2@0.15 Conc 1:2:2 y fy=2800 Kgf7cm2 M 23.68 23.7 23.89 24 24.1 23.8 23.76 23.91 24.07 23.7 23.72 23.68 23.85 24.06 23.87 23.73 23.98 24.01 23.83 23.89 23.93 24.09 24.05 24.2 24.07 23.94 23.71 23.872 4 89 Solera de corona 15x20 4#4+E#3@0.15 Incluye encofrado M 25.27 25.3 25.52 25.61 25.74 25.42 25.37 25.53 25.7 25.3 25.34 25.27 25.47 25.69 25.5 25.35 25.59 25.62 25.45 25.52 25.54 25.72 25.67 25.84 25.69 25.55 25.31 25.52 4 90 Solera de corona SC-5 20x20 con ref 4#4+E#3@0.15 Concreto 210 fy=2800kg/cm2 (Inc encofrado) M 27.34 27.37 27.59 27.7 27.85 27.49 27.44 27.62 27.79 27.37 27.42 27.34 27.56 27.79 27.58 27.42 27.67 27.73 27.53 27.6 27.64 27.8 27.77 27.95 27.79 27.65 27.37 27.582 4 91 Solera de corona SCM-1 de 20x20 4#3+E#2@0.15 Conc 210 y fy=2800 Kgf/cm2 M 11.15 11.18 11.27 11.33 11.35 11.23 11.19 11.28 11.34 11.17 11.19 11.15 11.23 11.34 11.27 11.19 11.33 11.33 11.23 11.27 11.29 11.34 11.34 11.4 11.34 11.29 11.18 11.272 4 92 Solera de 15x20 con ref 4#4+EST#2@0.10 Conc 210 y fy=2800kg/cm2 Incluye encofrado M3 732.22 733.52 739.23 742.24 745.13 736.53 735.17 740.4 744.23 733.16 734.46 732.22 737.95 743.86 738.83 734.55 741.87 742.53 737.71 739.33 740.77 744.42 743.64 748.24 744.07 740.89 733.72 738.92 4 93 Solera de 15x20 con ref 4#3+EST#2@0.10 Conc 210 y fy=2800kg/cm2 Incluye encofrado M3 517.66 518.56 522.59 524.72 526.77 520.73 519.73 523.45 526.14 518.31 519.24 517.66 521.69 525.89 522.33 519.29 524.46 524.94 521.53 522.71 523.69 526.28 525.72 528.96 526.03 523.78 518.71 522.372 4 94 Solera de corona en L 30x10+20x10 Con 5#3+EST#2@0.15 Conc 210 y Acero G40 Inc encofrado M 28.99 29.05 29.29 29.39 29.52 29.18 29.13 29.31 29.49 29.03 29.09 28.99 29.23 29.48 29.29 29.09 29.39 29.41 29.21 29.29 29.35 29.5 29.47 29.66 29.49 29.36 29.06 29.292 4 95 Solera de corona 20x20 ref. 4#4+E#2@0.15 f'c=210kg/cm2 Incluye moldeado M 25.86 25.9 26.11 26.21 26.34 26.02 25.97 26.13 26.28 25.9 25.95 25.86 26.07 26.28 26.1 25.95 26.18 26.24 26.04 26.12 26.15 26.3 26.26 26.45 26.28 26.16 25.91 26.12 4 96 Solera de contorno en L 25x15+17x15 Con 5#4+EST#3@0.20 Conc 210 y Acero G40 Inc encofrado M 29.07 29.13 29.34 29.46 29.58 29.23 29.19 29.39 29.54 29.1 29.16 29.07 29.3 29.53 29.34 29.17 29.43 29.47 29.29 29.35 29.41 29.56 29.51 29.71 29.53 29.41 29.14 29.342 4 97 Solera de 0.30x0.40 con 4#6+Est#3@0.15 Conc 210 (Resistente a amb marinos) fy= 2800 Kg/cm2 M 50.19 50.26 50.66 50.85 51.06 50.48 50.39 50.73 51.01 50.25 50.33 50.19 50.57 50.98 50.64 50.33 50.83 50.88 50.56 50.66 50.75 51.02 50.96 51.27 51 50.76 50.28 50.652 4 98 SOLERA DE CORONA DE BLOQUE 20X20X40; 2 N°4 EST N° 2 @0.15 m ; f'c=280 KG/CM2 M 13.45 13.45 13.56 13.63 13.68 13.53 13.48 13.58 13.65 13.45 13.48 13.45 13.54 13.65 13.56 13.48 13.63 13.63 13.54 13.56 13.59 13.65 13.65 13.72 13.65 13.59 13.46 13.562 4 99 Solera de corona en L 0.15x0.10+0.05x0.08 con ref 3#3+alacran#2@0.15 f'c=210kgf/cm2 y fy=2800Kg/cm2 M3 654.27 655.44 660.54 663.24 665.8 658.12 656.91 661.59 665.01 655.11 656.27 654.27 659.41 664.69 660.18 656.35 662.92 663.49 659.19 660.63 661.91 665.21 664.51 668.59 664.87 662.03 655.65 660.262 4 100 Solera de corona 0.30x0.25 con ref 4#4+2#3+ E#2@0.15 f'c=210kgf/cm2 y fy=2800Kg/cm2 M3 461.43 462.24 465.83 467.73 469.57 464.12 463.26 466.54 468.98 462.01 462.82 461.43 465.03 468.79 465.58 462.87 467.48 467.91 464.88 465.89 466.78 469.12 468.63 471.52 468.91 466.87 462.39 465.632 4 101 Solera de contorno de pozo de visita 0.30x0.15 con ref 2#3+E#4@0.15 f'c=180 Kg/cm2 fy=2800 Kgf/cm2 M 11.58 11.58 11.67 11.71 11.76 11.62 11.6 11.68 11.74 11.58 11.6 11.58 11.66 11.74 11.67 11.6 11.71 11.71 11.63 11.67 11.69 11.74 11.73 11.81 11.74 11.69 11.58 11.672 4 102 Solera de contorno de pozo 0.30x0.10+0.10x0.10 con ref 3#3+E#2@0.15 f'c=210 Kg/cm2 fy=2800 Kgf/cm2 M 14.93 14.97 15.07 15.15 15.2 15.02 14.99 15.09 15.17 14.95 14.99 14.93 15.06 15.17 15.06 14.99 15.14 15.15 15.04 15.08 15.12 15.17 15.17 15.24 15.17 15.12 14.97 15.062 4 103 Solera intermedia de 20x15 con saliente peralte var de 0.075 hasta 0.10m ancho=0.40m 7#3+G#2@0.15 M 37.94 37.99 38.28 38.44 38.6 38.14 38.1 38.33 38.56 37.96 38.03 37.94 38.21 38.54 38.26 38.03 38.44 38.47 38.2 38.28 38.36 38.56 38.52 38.75 38.56 38.38 37.99 38.262 4 104 Solera de corona 15x15 Ref 3#3+G#2@0.10 Conc 210 kg/cm2 y acero G-40 incluye encofrado M3 604.49 605.54 610.28 612.77 615.17 608.07 606.92 611.23 614.39 605.26 606.33 604.49 609.23 614.12 609.95 606.4 612.45 613 609.04 610.38 611.54 614.57 613.93 617.73 614.27 611.64 605.74 6102 4 105 Solera de corona 15x15 Ref 3#3+G#2@0.10 Conc 210 kg/cm2 y acero G-40 incluye encofrado M 13.6 13.63 13.73 13.79 13.84 13.68 13.66 13.75 13.82 13.62 13.64 13.6 13.7 13.82 13.72 13.64 13.78 13.79 13.7 13.73 13.76 13.82 13.82 13.9 13.82 13.77 13.63 13.722 4 106 Solera de corona 15x20 Ref 4#3+EST#2@0.20 Conc 210 kg/cm2 y acero G-40 Incluye encofrado M 17.57 17.6 17.73 17.8 17.89 17.69 17.64 17.76 17.85 17.59 17.62 17.57 17.7 17.84 17.72 17.63 17.78 17.81 17.7 17.74 17.77 17.86 17.84 17.96 17.85 17.77 17.6 17.732 4 107 Solera de corona 15x20 Ref 4#3+EST#2@0.20 Conc 210 kg/cm2 y acero G-40 Incluye encofrado M3 585.59 586.71 591.06 593.13 596.17 589.45 587.94 591.81 594.84 586.25 587.37 585.59 589.97 594.71 590.58 587.74 592.67 593.57 589.87 591.44 592.27 595.24 594.64 598.59 594.78 592.3 586.79 590.952 4 108 Solera de corona de 15X35 Ref 4#3+Est#2@0.15 Conc 140 y acero G40 incluye encofrado M3 329.74 330.33 332.88 334.22 335.56 331.68 331.07 333.42 335.14 330.19 330.76 329.74 332.32 334.98 332.7 330.77 334.06 334.36 332.2 332.93 333.56 335.24 334.89 336.95 335.07 333.63 330.43 332.722 4 109 Solera de corona 0.15X0.20m; ref 4#4+Est #2@0.15m; f'c=210 kg/cm2; incluye encofrado M 25.06 25.11 25.32 25.45 25.52 25.23 25.17 25.34 25.48 25.1 25.15 25.06 25.27 25.47 25.3 25.16 25.42 25.45 25.26 25.32 25.35 25.48 25.46 25.61 25.48 25.35 25.11 25.32 4 110 Solera de contorno en L 7.5x20+7.5x15cm con 3#3+Est#2@0.15 Conc 210 y Acero G40 Inc encofrado M 14.36 14.38 14.51 14.58 14.66 14.46 14.43 14.53 14.62 14.37 14.4 14.36 14.5 14.62 14.51 14.41 14.58 14.58 14.48 14.51 14.55 14.62 14.61 14.7 14.62 14.55 14.38 14.512 4 111 Solera de corona de 20x40 con ref 4#5+Est#3@0.10 Conc 210 incl encofrado M 41.78 41.85 42.16 42.35 42.52 42.03 41.95 42.24 42.47 41.83 41.91 41.78 42.1 42.44 42.15 41.91 42.33 42.37 42.07 42.18 42.27 42.48 42.43 42.7 42.45 42.27 41.86 42.152 4 112 Solera de corona de 20x40 con ref en 4#4+Est#2@0.12 Conc 210 incl. Encofrado M 32.69 32.72 32.97 33.12 33.27 32.87 32.81 33.03 33.22 32.72 32.78 32.69 32.92 33.2 32.97 32.78 33.11 33.14 32.91 32.98 33.05 33.24 33.2 33.39 33.21 33.06 32.74 32.972 4 113 Solera de corona de 25x5 con ref 3#3+G#2@0.10 Conc f'c=210 Kg/cm2 Incluye encofrado M 11.14 11.16 11.25 11.3 11.33 11.2 11.2 11.27 11.32 11.15 11.18 11.14 11.23 11.32 11.25 11.18 11.3 11.31 11.22 11.25 11.27 11.32 11.32 11.38 11.32 11.28 11.17 11.252 4 114 Solera de corona de 20x5 con ref 2#3+G#2@0.10 Conc f'c=210 Kg/cm2 Incluye encofrado M 6.65 6.66 6.71 6.74 6.76 6.69 6.67 6.72 6.76 6.65 6.67 6.65 6.7 6.75 6.71 6.67 6.73 6.74 6.7 6.71 6.72 6.76 6.75 6.79 6.75 6.73 6.66 6.712 4 115 Solera de corona de 35x20 con ref 6#3+Est#2@0.30 Conc f'c=210 Kg/cm2 incluye encofrado M3 440.06 440.85 444.26 446.08 447.81 442.66 441.81 444.97 447.28 440.61 441.4 440.06 443.5 447.07 444.03 441.43 445.86 446.25 443.35 444.33 445.2 447.41 446.93 449.68 447.19 445.26 440.97 444.072 4 116 Solera de contorno en L 10x25+10x10cm con 3#3+Est#2@0.15 Conc 210 Inc encofrado M 18.64 18.67 18.8 18.87 18.97 18.75 18.71 18.83 18.94 18.66 18.68 18.64 18.77 18.93 18.8 18.68 18.85 18.88 18.77 18.8 18.84 18.95 18.92 19.04 18.94 18.84 18.67 18.82 4 117 Solera de corona en L 9x30+6x13 cm con 5#3+(Est+G)#2@0.10 Conc 210 Kg/cm2 Inc encofrado M3 616.32 617.42 622.23 624.77 627.2 619.94 618.81 623.21 626.45 617.12 618.21 616.32 621.16 626.13 621.88 618.28 624.46 625.04 620.95 622.31 623.51 626.62 625.95 629.85 626.3 623.62 617.6 621.962 4 118 Solera de corona en L 9x30+6x25 cm con 5#3+(Est+G)#2@0.10 Conc 210 Kg/cm2 Inc encofrado M3 591.84 592.87 597.5 599.95 602.29 595.32 594.22 598.44 601.56 592.59 593.64 591.84 596.48 601.27 597.15 593.72 599.65 600.2 596.28 597.57 598.74 601.72 601.09 604.8 601.43 598.85 593.06 597.23

2 4 119 Solera de corona en L 10x10 cm + 20x20 cm; ref. 5#4 est. #3@0.15 cms. M3 578.01 579.03 583.53 585.92 588.2 581.42 580.32 584.44 587.5 578.76 579.75 578.01 582.52 587.2 583.22 579.82 585.61 586.14 582.34 583.59 584.74 587.65 587.04 590.66 587.36 584.83 579.2 583.272 4 120 Solera de corona 35x12.5 en perim circ c/ref 4#3+Est#2@0.30 Conc f'c=210 Kg/cm2 incluye encofrado M3 427.04 427.8 431.11 432.89 434.6 429.55 428.77 431.82 434.05 427.57 428.34 427.04 430.39 433.86 430.89 428.38 432.68 433.07 430.27 431.16 432.03 434.19 433.73 436.41 433.97 432.09 427.95 430.952 4 121 Solera de corona de ancho variable de 0.30 a 0.20m h=0.30m; ref 2#3+G#2@0.15m; f'c=280 kg/cm2 incluye encofrado M3 312.69 313.21 315.67 316.93 318.2 314.53 313.94 316.17 317.83 313.11 313.63 312.69 315.11 317.66 315.47 313.65 316.78 317.06 315.01 315.7 316.3 317.94 317.58 319.51 317.77 316.36 313.33 315.482 4 122 Solera de corona en L 9x18+5x8 cm con 3#3+G#2@0.15 Conc 210 Kg/cm2 Inc encofrado M 10.84 10.85 10.94 10.97 11.01 10.88 10.86 10.95 11 10.85 10.86 10.84 10.91 11 10.92 10.86 10.97 10.97 10.9 10.94 10.95 11 11 11.05 11 10.95 10.85 10.922 4 123 Solera de 0.25x0.40 m ref 4#6 est #3@0.125 m f'c=210 kg/cm2 Inc encofrado plywood e=3/4" M3 587.59 588.62 593.22 595.64 597.96 591.05 589.94 594.15 597.26 588.35 589.42 587.59 592.2 596.97 592.9 589.47 595.32 595.86 591.99 593.28 594.43 597.42 596.74 600.45 597.13 594.53 588.82 592.972 4 124 Solera de corona 0.15x0.36 m; ref 4#4+Est#2@0.20 m; f'c=210Kg/cm2; inc encofrado C/u 439.61 440.4 443.83 445.63 447.35 442.2 441.42 444.54 446.82 440.18 440.98 439.61 443.04 446.6 443.57 441.02 445.42 445.81 442.91 443.88 444.75 446.96 446.47 449.24 446.73 444.84 440.54 443.612 4 125 Solera de 0.15x0.30 m; ref 4#5+Est#3@0.12 m; f'c=210Kg/cm2; inc encofrado M3 618.18 619.3 624.12 626.65 629.06 621.83 620.72 625.11 628.33 618.99 620.1 618.18 623.01 628.01 623.75 620.16 626.35 626.9 622.82 624.18 625.42 628.51 627.83 631.72 628.2 625.54 619.48 623.812 4 126 Solera de 0.25X0.40m; ref 6#5+2#4+Est#3@0.125m y Est#3@0.075m en ZC; f'c=210Kg/cm2; inc encof M 65.04 65.12 65.64 65.91 66.16 65.4 65.28 65.74 66.08 65.11 65.21 65.04 65.53 66.05 65.6 65.21 65.88 65.93 65.5 65.65 65.78 66.1 66.01 66.44 66.07 65.79 65.15 65.612 4 127 Solera de corona 0.20X0.30m; ref 6#4+Est#3@0.10m; f'c=210Kg/cm2; incluye encofrado M 22.24 22.28 22.45 22.54 22.63 22.37 22.33 22.48 22.6 22.26 22.3 22.24 22.41 22.59 22.43 22.31 22.53 22.55 22.4 22.45 22.49 22.61 22.58 22.72 22.59 22.5 22.28 22.442 4 128 Solera circular de corona 0.35x0.175m; ref 6#3+est#2@0.15m; f'c=210kg/cm2; incluye encofrado M3 437.43 438.19 441.6 443.41 445.16 440 439.18 442.29 444.6 437.99 438.76 437.43 440.85 444.39 441.37 438.81 443.16 443.61 440.71 441.66 442.5 444.73 444.25 447.01 444.49 442.58 438.33 441.412 4 129 Solera de contorno 0.30x0.15m con 4#3+est#2@0.15m; f'c=280 Kg/cm2; incluye encofrado M3 469.33 470.14 473.81 475.72 477.59 472.07 471.21 474.57 477 469.93 470.78 469.33 472.98 476.78 473.52 470.81 475.48 475.89 472.84 473.84 474.79 477.17 476.64 479.6 476.92 474.86 470.27 473.542 4 130 Solera de corona con ancho variable de 0.30 a 0.20m h=0.30m; con refuerzo 2#4+G#2@0.15m; f'c=210 kg/cm2 incluye encofrado M3 384.97 385.65 388.64 390.25 391.75 387.23 386.51 389.26 391.27 385.46 386.13 384.97 387.99 391.11 388.41 386.17 390.04 390.37 387.86 388.68 389.44 391.38 390.98 393.41 391.19 389.49 385.78 388.482 4 131 Solera de corona 0.15X0.30m; ref 4#4+Est#2@0.10m; f'c=210Kg/cm2; incluye encofrado M3 593.57 594.65 599.26 601.73 604.06 597.09 595.96 600.21 603.35 594.35 595.41 593.57 598.24 603.05 598.93 595.47 601.4 601.94 598.05 599.34 600.48 603.5 602.86 606.59 603.21 600.57 594.83 598.982 4 132 Solera de corona 0.20X0.40m; ref 4#4+2#3+Est#2@0.15m; f'c=210Kg/cm2; incluye encofrado M3 485.55 486.42 490.2 492.22 494.15 488.42 487.49 490.97 493.55 486.16 487.05 485.55 489.35 493.33 489.91 487.12 491.95 492.4 489.2 490.25 491.19 493.68 493.19 496.21 493.43 491.29 486.56 489.972 4 133 Solera de corona 0.15x0.40m; ref 4#5+est#2@0.15m; f'c=210Kg/cm2; incluye encofrado M3 561.35 562.39 566.76 569.07 571.29 564.7 563.65 567.65 570.59 562.09 563.11 561.35 565.79 570.31 566.44 563.16 568.78 569.28 565.59 566.83 567.93 570.76 570.15 573.66 570.45 568.01 562.56 566.482 4 134 Solera de corona 0.20x0.30m; ref 4#4+2#3+est#2@0.15m; f'c=210Kg/cm2; incluye encofrado M 39.43 39.52 39.84 39.97 40.15 39.68 39.6 39.9 40.09 39.5 39.57 39.43 39.76 40.07 39.83 39.57 39.96 39.97 39.75 39.84 39.91 40.09 40.06 40.29 40.09 39.91 39.54 39.832 4 135 Solera de corona de 0.45x0.15m; ref 4#3+est#2@0.15m; f'c=210Kg/cm2; incluye encofrado M 23.69 23.74 23.92 24.03 24.11 23.85 23.79 23.95 24.08 23.73 23.76 23.69 23.88 24.07 23.91 23.77 24.01 24.03 23.87 23.93 23.96 24.08 24.06 24.21 24.08 23.96 23.74 23.922 4 137 Solera de 0.20x0.40m ref 8#5+est#3@0.15m; f'c=210Kg/cm2; incluye encofrado M 58.03 58.12 58.58 58.82 59.04 58.35 58.25 58.67 58.95 58.1 58.18 58.03 58.48 58.93 58.55 58.18 58.8 58.84 58.46 58.59 58.7 58.98 58.92 59.29 58.93 58.71 58.14 58.562 5 1 VIGA 40X20 4#5+2#3+EST#3@15 F´C=210 M3 696.63 697.88 703.32 706.17 708.89 700.74 699.49 704.43 708.06 697.54 698.79 696.63 702.07 707.71 702.9 698.86 705.83 706.45 701.86 703.38 704.78 708.27 707.49 711.89 707.92 704.92 698.09 702.972 5 2 Viga canal de 0.65x0.40 con área hidráulica de 0.35x0.28m; ref 4#5+8#3+2est.#3@0.15m+BS de 10x20x40 ref 1#3+gancho#3@0.60 M3 678.52 679.74 685.04 687.81 690.47 682.53 681.3 686.12 689.66 679.4 680.62 678.52 683.82 689.32 684.63 680.69 687.47 688.08 683.62 685.1 686.46 689.87 689.11 693.38 689.53 686.6 679.94 684.72 5 3 VIGA(20*20) 4#4+EST#3@ 15 CMS (M3) M3 742.06 743.3 748.69 751.5 754.21 746.14 744.88 749.79 753.39 742.96 744.19 742.06 747.45 753.04 748.27 744.27 751.17 751.78 747.25 748.75 750.13 753.6 752.83 757.17 753.25 750.27 743.5 748.352 5 4 VIGA(40*20) 4#5+EST#3@10 F´C=210 M3 611.72 612.72 617.09 619.38 621.57 615.03 614.01 617.99 620.91 612.45 613.45 611.72 616.09 620.62 616.76 613.51 619.1 619.6 615.93 617.15 618.27 621.08 620.46 623.97 620.79 618.38 612.89 616.822 5 5 VIGA(30X25) 6#5+EST#3@15 F´C=210 M3 622.95 624.08 628.94 631.49 633.92 626.63 625.51 629.93 633.17 623.76 624.89 622.95 627.82 632.86 628.56 624.95 631.18 631.74 627.63 628.99 630.24 633.36 632.67 636.6 633.05 630.37 624.26 628.632 5 6 Viga de 0.25x0.40m; ref 4C#5+bastones#5 según detalle+est3@0.15m y @0.085m en ZC;f'c=210 kg/cm2; incluye encofrado M3 698.2 699.46 704.91 707.77 710.49 702.32 701.07 706.02 709.65 699.11 700.37 698.2 703.65 709.3 704.49 700.44 707.42 708.05 703.44 704.97 706.37 709.87 709.09 713.5 709.52 706.51 699.67 704.562 5 7 Viga canal de 0.65x0.60 con área hidráulica de 0.35x0.28m; ref 4#5+10#3+2est. #3@0.15m+BS de 10x20x40 ref 1#3+gancho#3@0 M3 637.26 638.41 643.38 645.99 648.48 641.02 639.88 644.4 647.71 638.09 639.24 637.26 642.23 647.39 643 639.3 645.67 646.25 642.04 643.44 644.72 647.91 647.2 651.22 647.59 644.85 638.6 643.062 5 8 VIGA 40X30+60X30 REF SEGUN DET+EST#3 @15 Y @ 10 M3 609.49 610.59 615.35 617.83 620.23 613.1 611.98 616.32 619.5 610.28 611.38 609.49 614.25 619.19 614.98 611.44 617.53 618.08 614.07 615.4 616.62 619.68 619.01 622.84 619.38 616.74 610.77 615.042 5 9 VIGA 40X30+60X30 REF SEGUN DET+EST#3 @15 Y @ 10 M3 597.08 598.15 602.81 605.25 607.59 600.61 599.52 603.76 606.88 597.85 598.92 597.08 601.74 606.58 602.45 598.98 604.95 605.49 601.57 602.87 604.06 607.06 606.4 610.15 606.76 604.18 598.32 602.522 5 10 VIGA CARGADERO 70X15 8#3+EST#2@15 F´C=210 M3 494.98 495.88 499.74 501.77 503.7 497.9 497.02 500.53 503.1 495.62 496.52 494.98 498.85 502.85 499.44 496.57 501.52 501.97 498.7 499.78 500.78 503.25 502.7 505.82 503 500.88 496.02 499.492 5 11 VIGA CARGADERO 60X15 6#3+EST#2@15 F´C=210 M3 464.66 465.5 469.12 471.03 472.84 467.4 466.57 469.87 472.28 465.26 466.1 464.66 468.29 472.05 468.84 466.15 470.8 471.22 468.15 469.17 470.1 472.42 471.91 474.84 472.19 470.19 465.64 468.892 5 13 Viga de 0.25x0.40 m; ref 7#5+Est#3@0.10 m; f'c=210Kg/cm2; inc encofrado M3 593.04 594.11 598.74 601.17 603.48 596.54 595.48 599.69 602.77 593.81 594.89 593.04 597.67 602.47 598.39 594.94 600.87 601.41 597.5 598.8 599.98 602.95 602.3 606.03 602.65 600.1 594.29 598.442 5 14 VIGA CANAL-1 (53X40) 4#67#3 + #4 A 20CMS. M3 789.95 791.37 797.53 800.76 803.86 794.62 793.18 798.8 802.92 790.97 792.39 789.95 796.12 802.52 797.06 792.47 800.37 801.08 795.88 797.61 799.19 803.15 802.28 807.25 802.76 799.35 791.6 797.142 5 15 VIGA V-1(9) (25X40) 2#84#62#3 + #3 A 15CMS.PROM. M3 786.88 788.29 794.43 797.65 800.73 791.53 790.1 795.69 799.8 787.9 789.31 786.88 793.02 799.4 793.96 789.39 797.26 797.96 792.79 794.51 796.08 800.03 799.16 804.11 799.64 796.24 788.52 794.042 5 16 VIGA V-1 (20X20) 4#4 + #2 A.C. 20CMS. M3 705.91 707.18 712.69 715.58 718.34 710.09 708.8 713.82 717.5 706.82 708.09 705.91 711.43 717.15 712.27 708.17 715.22 715.86 711.22 712.76 714.17 717.71 716.94 721.37 717.36 714.31 707.39 712.342 5 17 Viga de 0.20x0.30 m; ref 3#4+3#5+Est#3@0.10 m; f'c=210Kg/cm2; inc encofrado M 31.54 31.6 31.84 31.97 32.1 31.73 31.67 31.9 32.06 31.58 31.64 31.54 31.79 32.04 31.83 31.64 31.96 31.99 31.78 31.85 31.91 32.07 32.03 32.23 32.05 31.92 31.61 31.832 5 18 Viga de 0.20x0.20 m; ref 4#3+Est#2@0.15 m; f'c=210Kg/cm2; inc encofrado M 17.13 17.16 17.29 17.36 17.43 17.23 17.2 17.32 17.41 17.15 17.18 17.13 17.26 17.4 17.28 17.18 17.35 17.37 17.25 17.29 17.33 17.41 17.39 17.5 17.4 17.33 17.16 17.282 5 19 Viga de 0.15x0.33 m; ref 4#4+Est#2@0.20 m; f'c=210Kg/cm2; inc encofrado M3 430.36 431.14 434.49 436.26 437.94 432.9 432.13 435.18 437.42 430.92 431.7 430.36 433.72 437.2 434.24 431.74 436.04 436.43 433.59 434.54 435.4 437.55 437.08 439.79 437.33 435.48 431.27 434.282 5 20 VIGA V-2(10) (25X60) 6#84#64#3 + #3 A 15CMS.PROM M3 1022.28 1024.11 1032.09 1036.27 1040.27 1028.32 1026.46 1033.72 1039.05 1023.6 1025.44 1022.28 1030.26 1038.54 1031.48 1025.54 1035.76 1036.68 1029.95 1032.19 1034.23 1039.36 1038.23 1044.66 1038.85 1034.44 1024.41 1031.582 5 22 VIGA V-3 (20X40) 4#52#3 + #3 A 20CMS. M3 700.27 701.53 707 709.86 712.6 704.41 703.13 708.11 711.77 701.18 702.44 700.27 705.74 711.42 706.58 702.51 709.51 710.14 705.53 707.07 708.46 711.98 711.21 715.61 711.63 708.6 701.74 706.652 5 23 Viga de 0.20x0.40 m; ref 5#6+2#3+Est#2@0.10 m; f'c=210Kg/cm2; inc encofrado M3 784.88 786.27 792.4 795.66 798.76 789.51 788.06 793.65 797.79 785.91 787.32 784.88 791.04 797.39 791.96 787.41 795.26 795.96 790.78 792.51 794.05 798.01 797.16 802.09 797.6 794.18 786.53 792.042 5 24 VIGA V-4 (55X30) 4#66#3 + #3 A 20CMS. M3 670.53 671.73 676.96 679.7 682.33 674.49 673.26 678.03 681.53 671.39 672.6 670.53 675.76 681.2 676.56 672.66 679.37 679.97 675.56 677.03 678.37 681.73 681 685.21 681.4 678.5 671.93 676.632 5 25 VIGA V-6 (20X40) 4#64#4 + #3 A 15CMS.(Y V-5) M3 985.79 987.56 995.26 999.29 1003.15 991.62 989.82 996.83 1001.97 987.07 988.84 985.79 993.49 1001.48 994.67 988.94 998.8 999.68 993.19 995.36 997.32 1002.27 1001.18 1007.38 1001.77 997.52 987.85 994.772 5 26 Viga de 0.20x0.55 m; ref 5#6+2#3+Est#2@0.10 m; f'c=210Kg/cm2; inc encofrado M3 695.69 696.93 702.35 705.27 708.01 699.81 698.52 703.49 707.15 696.58 697.85 695.69 701.17 706.77 701.98 697.91 704.88 705.51 700.91 702.45 703.8 707.31 706.59 710.94 706.98 703.92 697.17 702.052 5 27 VIGA VC 20X40CMS 4#5+2#3 EST. #3 @ 15 CMS. M 63.04 63.16 63.65 63.91 64.15 63.42 63.3 63.75 64.08 63.13 63.24 63.04 63.54 64.05 63.61 63.24 63.87 63.93 63.52 63.65 63.78 64.1 64.03 64.42 64.07 63.79 63.18 63.622 5 28 Viga 15x20 con Ref 4#3+EST#2@0.15 Concreto 210 y Acerro G40 Incluye encofrado M 20.26 20.28 20.44 20.54 20.63 20.4 20.34 20.48 20.59 20.27 20.32 20.26 20.42 20.57 20.43 20.33 20.52 20.55 20.41 20.45 20.48 20.6 20.57 20.73 20.59 20.48 20.29 20.442 5 29 VIGA 0.5*0.25 4#8#3@10(2/3L) #3@20(L/3) F´C=280 M3 452.38 453.19 456.72 458.58 460.34 455.05 454.23 457.44 459.8 452.97 453.78 452.38 455.91 459.57 456.45 453.83 458.35 458.76 455.77 456.77 457.67 459.93 459.44 462.29 459.71 457.76 453.33 456.492 5 30 VIGA 25X55CMS 4#7 BASTONES #3 Y EST. #3@15CM M3 644.6 645.7 650.47 652.98 655.36 648.21 647.1 651.45 654.63 645.39 646.49 644.6 649.37 654.32 650.1 646.55 652.67 653.22 649.19 650.53 651.75 654.81 654.14 657.99 654.51 651.88 645.88 650.162 5 31 Viga de 0.25x0.40 m; ref 4#5+1#6+Est#3@0.16 m y 0.08 en ZC; f'c=280Kg/cm2; inc encofrado M3 453.88 454.7 458.24 460.1 461.87 456.56 455.74 458.96 461.32 454.47 455.29 453.88 457.42 461.1 457.97 455.33 459.87 460.28 457.28 458.28 459.19 461.46 460.96 463.82 461.23 459.28 454.83 458.012 5 32 VIGA 20X40CMS 4#6+2#5 Y EST. #3 @ 12CMS M 50.57 50.66 51.06 51.27 51.46 50.87 50.78 51.14 51.4 50.64 50.73 50.57 50.97 51.38 51.03 50.74 51.24 51.29 50.95 51.06 51.17 51.42 51.36 51.68 51.39 51.18 50.68 51.032 5 33 VIGA DE 20X30CMS 4#4+2#3 Y EST.#3 @ 10 CMS M 39.45 39.52 39.83 39.99 40.14 39.68 39.61 39.89 40.09 39.5 39.57 39.45 39.75 40.07 39.8 39.57 39.97 40 39.74 39.83 39.91 40.11 40.06 40.31 40.09 39.92 39.53 39.812 5 34 VIGA DE 40X20CM 6#5 Y EST.#3 @ 15 CMS M 40.94 41.01 41.33 41.5 41.66 41.18 41.1 41.39 41.61 40.99 41.06 40.94 41.26 41.59 41.3 41.07 41.48 41.51 41.24 41.33 41.41 41.62 41.58 41.83 41.6 41.42 41.02 41.312 5 35 VIGA DE 20X40CM REF. 4#6 Y ESTRIBOS #3 15 CMS M 39.45 39.52 39.83 39.99 40.15 39.69 39.61 39.89 40.1 39.5 39.57 39.45 39.76 40.08 39.81 39.58 39.97 40.01 39.75 39.84 39.91 40.11 40.07 40.32 40.09 39.92 39.54 39.812 5 36 Viga de 0.20x0.40 con 4#4+est#2@0.15m; f'c=210 Kg/cm2; incluye encofrado M 44.87 44.94 45.28 45.47 45.67 45.14 45.03 45.37 45.62 44.91 44.99 44.87 45.22 45.59 45.25 44.99 45.46 45.5 45.21 45.29 45.39 45.64 45.58 45.88 45.61 45.41 44.95 45.262 5 37 Viga de 0.15x0.40 m; ref 4#5+Est#2@0.16 y 0.08 en ZC; f'c=280Kg/cm2; inc encofrado M3 508.48 509.4 513.36 515.45 517.43 511.48 510.57 514.18 516.82 509.14 510.06 508.48 512.45 516.57 513.06 510.11 515.19 515.65 512.3 513.41 514.43 516.98 516.41 519.62 516.72 514.53 509.55 513.112 5 38 VIGA(20*40)CMS. 8 DE 5/8";3/8" @ 12 CM M 51.73 51.82 52.23 52.44 52.64 52.04 51.94 52.31 52.58 51.8 51.89 51.73 52.14 52.56 52.2 51.9 52.41 52.46 52.12 52.23 52.34 52.6 52.54 52.86 52.57 52.35 51.84 52.22 5 39 VIGA(20*30)CMS 4 DE 5/8"+2 DE 1/2"; 3/8" @ 12 CMS M 39.48 39.55 39.86 40.02 40.18 39.71 39.64 39.92 40.13 39.53 39.6 39.48 39.79 40.11 39.84 39.61 40 40.04 39.78 39.86 39.94 40.14 40.1 40.34 40.12 39.95 39.56 39.842 5 40 VIGA (20*30) 5 DE 5/8"+ 1 DE 3/8" @ 10 CMS M 40.74 40.82 41.13 41.3 41.46 40.98 40.91 41.2 41.41 40.8 40.87 40.74 41.06 41.39 41.11 40.87 41.28 41.32 41.05 41.14 41.22 41.42 41.38 41.63 41.4 41.23 40.83 41.112 5 41 VIGA(20*20) 4#4+EST#3@ 15 CMS (ML) M 26.45 26.5 26.7 26.81 26.91 26.61 26.56 26.75 26.88 26.48 26.53 26.45 26.66 26.87 26.69 26.53 26.8 26.82 26.65 26.71 26.76 26.89 26.86 27.03 26.88 26.76 26.5 26.692 5 42 VIGA 25X40CM REF. 5#5 EST. #3 @ 8 Y 16 CMS. M3 748.11 749.46 755.3 758.36 761.28 752.53 751.18 756.5 760.39 749.08 750.43 748.11 753.96 760.01 754.85 750.51 757.99 758.66 753.73 755.37 756.87 760.61 759.78 764.5 760.24 757.02 749.68 754.922 5 43 VIGA (20x15) 4#4 + EST #3@15 M3 1227.37 1230.13 1239.25 1245.03 1248.97 1235.05 1232.79 1241.88 1248.08 1229.38 1231.16 1227.37 1236.99 1247.67 1238.66 1231.2 1244.42 1245.86 1236.51 1239.36 1242.46 1248.23 1247 1255.06 1247.98 1242.88 1230.44 1238.862 5 44 VIGA (35X20) 4#5 + EST #3 @ 15 Y 7.5 M3 915.59 917.56 924.5 928.63 931.71 921.29 919.53 926.15 930.97 917.05 918.5 915.59 922.79 930.57 923.99 918.53 928.19 929.07 922.49 924.57 926.67 931.08 930.16 936.08 930.85 926.88 917.86 924.152 5 46 VIGA 30X45 8#5+EST#3@15. INCLUYE MOLDEADO. M3 601.06 602.15 606.9 609.36 611.62 604.69 603.5 607.76 611.02 601.83 602.95 601.06 605.71 610.68 606.5 602.98 609.1 609.54 605.55 606.96 608.16 611.12 610.49 614.27 610.91 608.23 602.36 606.62 5 47 VIGA "T" PREFABRICADA DE 1.4M DE ANCHO 1M DE PERALTE Y 0.20 DE ESPESOR DE ALMA M 260.24 260.71 262.74 263.81 264.82 261.78 261.31 263.16 264.51 260.58 261.05 260.24 262.27 264.38 262.58 261.07 263.68 263.91 262.19 262.76 263.29 264.59 264.3 265.94 264.46 263.34 260.79 262.612 5 48 VIGA (45X20) 6#5+2#4 EST #3@ 9.5(Z.C.) Y 15(Z.I.). F´C=210 KG/CM2 M3 796.63 798.15 804.36 807.81 810.63 801.55 799.95 805.81 809.97 797.7 799.06 796.63 802.76 809.59 803.89 799.08 807.45 808.19 802.52 804.45 806.29 810.08 809.23 814.33 809.88 806.47 798.43 804.032 5 49 VIGA (40X20) 4#5 EST#3@15. F´C=210 KG/CM2. M3 823.06 824.65 831.05 834.66 837.56 828.14 826.5 832.57 836.87 824.18 825.55 823.06 829.44 836.48 830.56 825.58 834.28 835.07 829.16 831.12 833.07 836.97 836.11 841.41 836.76 833.26 824.93 830.722 5 50 VIGA (40X25CM) 4#7+2#4+ 2 BASTONES#7 EN APOYO EST#3@15 EN CLARO Y 7.5 EN APOYOS M3 945.8 947.8 955 959.1 962.43 951.63 949.8 956.63 961.57 947.23 948.87 945.8 953.27 961.17 954.47 948.9 958.7 959.5 952.93 955.07 957.13 961.7 960.73 966.9 961.4 957.33 948.03 954.62 5 51 VIGA (50X30CM) 4#8+2#4+ BASTON 1#7 L=2 EN ANCLAJE + EST#3 @10 (EXTREMO) Y 20 (CENTRO) M3 820.02 821.67 828 831.53 834.44 825.02 823.44 829.31 833.67 821.24 822.62 820.02 826.47 833.31 827.49 822.69 831.13 831.89 826.18 828.09 829.76 833.82 832.96 838.22 833.53 829.91 821.98 827.622 5 52 VIGA (40X30CM) 6#8+2#4 EST#3@15(EXTREMOS) Y 7.5(CENTRO) M3 962.64 964.42 971.89 975.94 979.58 968.36 966.64 973.58 978.56 963.92 965.58 962.64 970.11 978.08 971.33 965.67 975.42 976.39 969.78 972.03 974.03 978.72 977.69 983.92 978.36 974.28 964.72 971.442 5 53 VIGA (30X30CM) 4#5+4#4 EST #3@15. F´C=210 KG/CM2. M3 850.93 852.67 859.15 862.93 865.81 856.15 854.52 860.67 865.11 852.19 853.59 850.93 857.56 864.74 858.7 853.67 862.52 863.3 857.3 859.26 861.15 865.3 864.41 869.85 865.04 861.3 852.93 858.852 5 54 VIGA (35X20) 4#5 + 2 BASTONES #5 + EST #3 @ 15 Y 7.5 M3 1015.08 1017.27 1024.95 1029.54 1032.92 1021.39 1019.45 1026.79 1032.13 1016.7 1018.31 1015.08 1023.05 1031.69 1024.38 1018.34 1029.07 1030.05 1022.71 1025.02 1027.36 1032.24 1031.23 1037.8 1032 1027.61 1017.6 1024.562 5 56 Viga de 0.25x0.30m; ref 4#5+Est#2@0.15 m; f'c=210 Kg/cm2; Inc encofrado M3 478.49 479.36 483.09 485.05 486.91 481.31 480.45 483.85 486.34 479.11 479.98 478.49 482.23 486.1 482.8 480.02 484.81 485.24 482.08 483.13 484.09 486.49 485.96 488.97 486.24 484.19 479.49 482.852 5 57 Viga Acartelada REF. 8#5 est.#3 @ 12C M CONCRETO F`C = 210 KG/CM2 M3 106.26 106.46 107.28 107.72 108.14 106.89 106.7 107.45 108.01 106.4 106.59 106.26 107.09 107.96 107.22 106.6 107.67 107.76 107.06 107.3 107.51 108.04 107.92 108.59 107.99 107.53 106.49 107.232 5 58 Viga de 0.20x0.45 m; ref 10#5+Est#3@0.12 m; f'c=210Kg/cm2; inc encofrado M3 656.65 657.83 662.95 665.64 668.21 660.52 659.34 664 667.42 657.5 658.69 656.65 661.77 667.09 662.56 658.75 665.32 665.91 661.57 663.02 664.33 667.62 666.89 671.03 667.29 664.46 658.03 662.622 5 59 VIGA DE 15X30 CM 4#5 EST #3 @ 12 CM CONCRETO F`C = 210 KG/CM2 INCLUYE MOLDEADO M3 553.34 554.34 558.66 560.92 563.09 556.62 555.61 559.54 562.43 554.06 555.05 553.34 557.67 562.15 558.33 555.11 560.64 561.14 557.5 558.71 559.82 562.59 561.98 565.46 562.32 559.92 554.5 558.382 5 61 Viga de concreto armado para escaleron ref. long.#4 @ 10 cm y ref. t# 3 @ 10 cm fc=210 kg/cm2 M3 452.81 453.61 457.11 458.93 460.69 455.46 454.63 457.81 460.16 453.39 454.19 452.81 456.31 459.93 456.84 454.24 458.71 459.11 456.17 457.15 458.04 460.29 459.8 462.6 460.06 458.13 453.75 456.882 5 62 Viga al aire(20x20) ref. 4#4 + estribo#2@20cmsfc=210kg/cm2INCLUYE MOLDEADO M3 510.21 511.11 515.07 517.15 519.15 513.22 512.27 515.89 518.54 510.86 511.77 510.21 514.17 518.29 514.79 511.82 516.89 517.34 514.03 515.14 516.13 518.7 518.13 521.3 518.44 516.23 511.27 514.832 5 63 Viga (15x15) ref. 4#4 + estribo#2@20cmsfc=210kg/cm2INCLUYE MOLDEADO M3 640.65 641.78 646.77 649.38 651.89 644.44 643.25 647.8 651.12 641.48 642.62 640.65 645.63 650.81 646.4 642.68 649.06 649.62 645.46 646.85 648.11 651.33 650.61 654.6 651 648.22 641.99 646.472 5 64 Viga (25X45) ref.4#6 +2#4 est.#3@12cms FC=210KG/CM2 M3 860.27 861.77 868.39 872.08 875.48 865.29 863.61 869.72 874.18 861.37 862.88 860.27 866.95 873.81 867.94 862.94 871.53 872.36 866.62 868.46 870.25 874.57 873.6 878.97 874.06 870.41 862.01 867.972 5 65 VIGA (30*40) 8 No. 5; ESTRIBOS No. 3 @ 10 CMS. M3 784.53 785.93 792.02 795.24 798.37 789.15 787.7 793.31 797.4 785.53 786.95 784.53 790.64 797.02 791.58 787 794.85 795.57 790.38 792.11 793.68 797.64 796.77 801.7 797.25 793.82 786.17 791.672 5 66 Viga de 0.20x0.30m; ref 4#4+Est#3@0.10 m; f'c=210Kg/cm2; inc encofrado M3 877.13 878.71 885.52 889.15 892.58 882.29 880.66 886.91 891.52 878.24 879.81 877.13 884.02 891.09 885 879.92 888.7 889.51 883.71 885.63 887.37 891.75 890.82 896.34 891.32 887.5 878.94 885.112 5 67 Viga de 0.20x0.40m; ref 8#4+Est#3@0.10 m; f'c=210Kg/cm2; inc encofrado M3 877.84 879.41 886.25 889.88 893.31 883 881.41 887.65 892.25 878.97 880.55 877.84 884.74 891.8 885.76 880.65 889.43 890.22 884.42 886.37 888.1 892.5 891.54 897.09 892.05 888.25 879.67 885.862 5 68 Viga de 0.30x0.30m; ref 6#5+Est#3@0.10 m; f'c=210Kg/cm2; inc encofrado M3 835.66 837.14 843.65 847.11 850.4 840.57 839.04 844.97 849.35 836.72 838.24 835.66 842.22 848.96 843.17 838.33 846.68 847.44 841.93 843.75 845.4 849.59 848.72 853.97 849.19 845.55 837.39 843.272 5 69 VIGA DE 15 X 40 8 No. 4 EST. No. 2 @ 10 CMS. 210 KG/CMS2 M 52.23 52.32 52.72 52.95 53.15 52.54 52.42 52.8 53.1 52.29 52.39 52.23 52.63 53.03 52.69 52.39 52.91 52.96 52.63 52.73 52.83 53.1 53.02 53.34 53.07 52.84 52.33 52.692 5 70 Viga de 0.20x0.30m; ref 8#4+Est#3@0.10 m; f'c=210Kg/cm2; inc encofrado M3 977.84 979.6 987.19 991.24 995.08 983.61 981.77 988.76 993.89 979.08 980.84 977.84 985.5 993.4 986.64 980.96 990.75 991.63 985.19 987.31 989.26 994.15 993.1 999.25 993.68 989.42 979.87 986.742 5 71 Viga de 0.20x0.40m; ref 4#4+Est#3@0.10 m; f'c=210Kg/cm2; inc encofrado M3 801.02 802.46 808.68 811.99 815.15 805.72 804.25 809.97 814.17 802.04 803.48 801.02 807.28 813.76 808.24 803.57 811.58 812.29 807.01 808.8 810.38 814.41 813.52 818.56 814 810.52 802.67 808.312 5 72 Viga de 0.30x0.30m; ref 12#5+Est#3@0.10 m; f'c=210Kg/cm2; inc encofrado M3 992.34 994.1 1001.84 1005.91 1009.83 998.16 996.36 1003.41 1008.6 993.62 995.4 992.34 1000.09 1008.14 1001.27 995.52 1005.43 1006.32 999.78 1001.96 1003.91 1008.89 1007.84 1014.08 1008.4 1004.1 994.39 1001.372 5 73 Viga de 0.20x0.30m; ref 6#4+Est#3@0.125 m; f'c=210Kg/cm2; inc encofrado M3 888.03 889.63 896.5 900.19 903.67 893.26 891.6 897.94 902.59 889.15 890.76 888.03 894.99 902.15 896.02 890.84 899.75 900.54 894.69 896.63 898.39 902.83 901.89 907.47 902.4 898.54 889.86 896.12 5 75 Viga 20x40 cm 8 #6 e #3 @ long. variable concreto 210 kg/cm2 premezclado M3 883.85 885.44 892.34 895.96 899.41 889.07 887.48 893.75 898.35 885 886.59 883.85 890.75 897.91 891.81 886.68 895.52 896.31 890.48 892.43 894.19 898.61 897.64 903.21 898.17 894.37 885.7 891.92 5 76 Viga de 20x40 cm 4#5 y 2#4 e.#3 @15 Concreto 210 kg/cm2 Premezclado M3 661.06 662.25 667.4 670.11 672.69 664.96 663.77 668.46 671.9 661.91 663.11 661.06 666.21 671.57 667.01 663.17 669.78 670.38 666.02 667.47 668.79 672.1 671.37 675.53 671.76 668.92 662.44 667.072 5 77 Viga de 0.20x0.40 ref 4#5+est#3@0.15m; f'c=210Kg/cm2; incluye encofrado M3 654.27 655.23 660.38 662.98 665.68 658.05 656.93 661.51 664.86 655 656.19 654.27 659.32 664.49 660 656.24 662.57 663.38 659.18 660.45 661.72 665.01 664.24 668.44 664.74 661.8 655.6 660.172 5 78 Viga de 0.25x0.40 con 4#5+Est#3@0.125 Conc 210 (Resistente a amb marinos) fy= 2800 Kg/cm2 M 52.88 52.95 53.35 53.58 53.78 53.17 53.08 53.45 53.72 52.93 53.02 52.88 53.27 53.69 53.33 53.03 53.54 53.61 53.26 53.37 53.47 53.72 53.66 54.01 53.7 53.47 52.98 53.342 5 79 Viga de 0.20x0.30 con 5#4+Est#3@0.15 Conc 210 (Resistente a amb marinos) fy= 2800 Kg/cm2 M 35.95 35.98 36.26 36.41 36.56 36.15 36.08 36.33 36.51 35.98 36.05 35.95 36.21 36.49 36.24 36.05 36.4 36.44 36.2 36.26 36.34 36.51 36.47 36.69 36.51 36.34 36.01 36.252 5 81 VIGA 0.30X0.20 REF. 4 No. 3 EST. No. 2 @ 0.10 M M 27.16 27.21 27.44 27.53 27.65 27.33 27.27 27.48 27.61 27.2 27.25 27.16 27.37 27.58 27.4 27.26 27.52 27.55 27.37 27.45 27.48 27.61 27.58 27.74 27.6 27.5 27.22 27.422 5 83 VIGA 70 X 40 . REF. 6 No. 7 + 4 No. 4. EST. No. 3 @ 15 CMS. M3 607.34 608.43 613.16 615.64 618.01 610.93 609.83 614.08 617.31 608.15 609.2 607.34 612.08 617.01 612.76 609.26 615.34 615.86 611.92 613.21 614.44 617.5 616.79 620.64 617.2 614.54 608.58 612.852 5 84 Viga 60x40. Ref. 8 No. 6 est.. No. 3 @ 15 cms. concreto f´c = 280 Kg/cm2 ; hierro grado 60 M3 533.61 534.53 538.75 540.9 542.99 536.77 535.76 539.57 542.35 534.3 535.27 533.61 537.79 542.11 538.4 535.32 540.63 541.1 537.65 538.77 539.85 542.55 541.91 545.28 542.25 539.94 534.7 538.442 5 85 VIGA PRETENSADA CON FORMA DE "I" PERALTA 0.9 X BASE 0.5. REF. 7 No. 7 10 No. 5 + EST. No. 3 Y 4 M3 756.6 757.96 763.87 766.95 769.92 761.08 759.69 765.07 769.02 757.58 758.94 756.6 762.51 768.64 763.41 759.01 766.58 767.26 762.28 763.94 765.45 769.25 768.41 773.17 768.87 765.6 758.18 763.492 5 86 VIGA EN VOLADIZO FORMA TRAPEZOIDAL; BASE=0.5; Hmax=0.43; Hmin=0.21 M3 409.77 410.49 413.7 415.36 416.97 412.2 411.45 414.34 416.48 410.31 411.05 409.77 412.97 416.26 413.45 411.08 415.15 415.49 412.86 413.75 414.56 416.64 416.15 418.73 416.42 414.61 410.6 413.492 5 87 Viga de 1.0x0.4m f´c=280kg/cm2 Ho 6 est No 4 segun secciones M3 397.31 398.03 401.13 402.75 404.3 399.66 398.94 401.76 403.83 397.83 398.54 397.31 400.41 403.63 400.89 398.58 402.56 402.91 400.29 401.16 401.96 403.95 403.51 406.01 403.75 402.04 398.14 400.932 5 88 Fabricación transporte montaje y postension de viga T L=32 m H=1.2 m ALA=1.50m inc placa metálica C/u 34416.92 34478.87 34747.32 34888.43 35022.66 34619.98 34558.03 34802.39 34981.36 34461.66 34523.61 34416.92 34685.37 34964.15 34726.67 34527.05 34871.22 34902.2 34675.05 34750.76 34819.6 34991.68 34953.82 35170.65 34974.47 34826.48 34489.2 34730.112 5 89 VIGA CABEZAL EN FORMA DE "L" H=1.5; ANCHO = 0.6; 6 # 6 21 # 5 est # 3 @ 20 cms M3 539.21 540.16 544.37 546.58 548.74 542.43 541.38 545.24 548.07 539.89 540.86 539.21 543.44 547.8 544.07 540.9 546.34 546.82 543.28 544.46 545.5 548.21 547.61 550.99 547.96 545.6 540.34 544.12

2 5 90 Viga 40x25 4 No5+ No5 en nudos y claros (ver detalle) estr #3 @ 0.08 ó 0.15 M3 653.51 654.66 659.75 662.47 665.03 657.36 656.14 660.8 664.24 654.35 655.54 653.51 658.62 663.92 659.38 655.59 662.14 662.72 658.39 659.82 661.13 664.4 663.74 667.81 664.11 661.24 654.89 659.472 5 91 Viga Canal (10x35)+(20x60)+(12x45)+(28x10) Ho 4#5+13#3 est @ 60 y 15 M3 659.8 660.93 666.08 668.81 671.41 663.65 662.44 667.13 670.6 660.61 661.8 659.8 664.95 670.28 665.7 661.87 668.48 669.08 664.7 666.15 667.5 670.78 670.07 674.22 670.47 667.61 661.16 665.782 5 92 Viga Canal de (10x28)+(20x40)+(35x12) 4#5 y 9#3 est. #3 @ 15 y 60 cm. f´c=210 M3 644.45 645.58 650.63 653.28 655.81 648.25 647.06 651.67 655.02 645.28 646.45 644.45 649.51 654.72 650.28 646.51 652.96 653.56 649.29 650.7 651.98 655.19 654.49 658.56 654.89 652.1 645.78 650.332 5 93 Viga (30x40)+(60x30) ref. #3456 y 7 est #3 @ variado f´c= 210 kg/cm2 M3 671.2 672.41 677.63 680.4 683.04 675.16 673.93 678.69 682.24 672.09 673.28 671.2 676.47 681.89 677.25 673.34 680.08 680.7 676.23 677.7 679.04 682.41 681.7 685.9 682.06 679.16 672.61 677.322 5 94 Viga (40x30)+(60x30) ref. #3567 y 8 estr. #3 @ variable f´c=210 kg/cm2 M3 683.49 684.69 690.01 692.81 695.53 687.48 686.26 691.09 694.69 684.37 685.58 683.49 688.84 694.33 689.64 685.65 692.48 693.13 688.59 690.1 691.44 694.9 694.15 698.45 694.52 691.57 684.89 689.72 5 95 Viga Canal 62x20 + 33x15+ 25x10 4#6+8#3 estr #3 @20 f'c=210 kg/cm2 M3 616.48 617.58 622.38 624.94 627.34 620.1 618.98 623.35 626.6 617.3 618.36 616.48 621.31 626.3 622.01 618.43 624.64 625.18 621.08 622.45 623.7 626.78 626.12 629.98 626.45 623.78 617.78 622.112 5 96 Viga Canal 20x46+15x23+10x25 4#6 + 7#3 estr #3y#4 @ 20 f´c=210 kg/cm2 M3 866.36 867.89 874.65 878.24 881.61 871.46 869.86 876.06 880.56 867.47 869.01 866.36 873.14 880.14 874.15 869.09 877.79 878.57 872.87 874.75 876.47 880.8 879.89 885.35 880.37 876.62 868.17 874.252 5 97 Viga 40x40 6 #3+ 2 estr #3 f´c=210 kg/cm2 incluye curado y encofrado M3 255.72 256.16 258.15 259.22 260.23 257.23 256.74 258.59 259.92 256.05 256.49 255.72 257.71 259.8 258.03 256.53 259.08 259.3 257.64 258.2 258.7 259.98 259.7 261.29 259.86 258.72 256.25 258.062 5 98 Viga 20x(40-44) 4#6 + 2#3 estr #3@ 15 cms f´c=210 Kg/cm2 M 691.45 692.66 698.05 700.91 703.63 695.52 694.22 699.15 702.78 692.34 693.54 691.45 696.84 702.44 697.65 693.62 700.57 701.17 696.62 698.15 699.53 702.97 702.24 706.56 702.61 699.63 692.88 697.732 5 99 Viga 20x55 al aire 5#6 + 233 estr #2 @ 10 f´c=210 kg/cm2 M3 692.91 694.15 699.56 702.4 705.13 697 695.72 700.63 704.25 693.78 695.03 692.91 698.32 703.93 699.14 695.12 702.06 702.67 698.08 699.63 701.02 704.47 703.73 708.1 704.11 701.11 694.36 699.22 5 100 Viga 50 x 20; 4 # 5 + 2 # 3. Est. # 3 @ 15 cms. concreto 210 kg/cm2 M3 679.45 680.64 685.97 688.76 691.45 683.44 682.22 687.06 690.59 680.33 681.54 679.45 684.76 690.26 685.56 681.59 688.44 689.04 684.56 686.06 687.41 690.82 690.07 694.33 690.46 687.53 680.87 685.622 5 101 VIGA 25X50 ; 6 # 8 Est. # 4 @ 15 cms. M 124.23 124.42 125.43 125.93 126.41 124.96 124.72 125.62 126.29 124.36 124.59 124.23 125.2 126.19 125.36 124.59 125.88 125.99 125.16 125.44 125.68 126.3 126.17 126.96 126.25 125.73 124.49 125.42 5 102 Viga 1.5x0.5m 8#10+14#4 2 estri. #4 @ 12cm f'c= 280 Kg/cm2 M 461.44 462.25 465.87 467.71 469.56 464.17 463.31 466.58 469.01 462.01 462.85 461.44 465.04 468.78 465.56 462.89 467.5 467.9 464.92 465.9 466.82 469.13 468.63 471.52 468.92 466.91 462.39 465.62 5 103 VIGA DE CONCRETO 1.25X0.5 Ai: 10#10; As: 7 # 10; At: 10 # 4; EST. # 4 @ 15 CMS. M 397.25 397.96 401.06 402.69 404.24 399.59 398.87 401.69 403.76 397.76 398.48 397.25 400.34 403.56 400.82 398.52 402.49 402.85 400.23 401.1 401.89 403.88 403.44 405.95 403.68 401.97 398.08 400.862 5 104 Viga de concreto armado 60x30 As: 3#5; Ai: 4#5. At 4 # 4; Est. # 4 @ 15 cms. M 122.75 122.97 123.93 124.43 124.91 123.48 123.25 124.13 124.76 122.91 123.13 122.75 123.71 124.7 123.86 123.14 124.37 124.48 123.67 123.94 124.19 124.8 124.67 125.44 124.74 124.21 123.01 123.872 5 105 Viga de concreto de 25x20 cms. 4 # 5. Est. # 3 @ 8 cms. M 55.63 55.73 56.16 56.39 56.61 55.96 55.86 56.25 56.54 55.7 55.8 55.63 56.06 56.51 56.13 55.81 56.36 56.41 56.05 56.17 56.28 56.56 56.5 56.85 56.53 56.29 55.75 56.142 5 106 Viga cabezal en forma de "L" base 1.3 mts. H=2.05 mts. Ref. 34 # 6. Est. # 4 @ 20 cms. C/u 483.21 484.08 487.85 489.83 491.71 486.06 485.19 488.62 491.13 483.84 484.71 483.21 486.98 490.89 487.56 484.76 489.59 490.02 486.83 487.9 488.86 491.28 490.75 493.79 491.04 488.96 484.22 487.612 5 107 VIGA 20 X 15 CMS. 4 # 4 EST. # 3 @ 15 CMS. Fc=210 KG/CM2 (Moldeada con plywood) M3 563.23 564.24 568.64 570.94 573.15 566.56 565.53 569.54 572.48 563.96 564.97 563.23 567.63 572.19 568.3 565.02 570.66 571.16 567.46 568.69 569.82 572.65 572.03 575.56 572.36 569.93 564.41 568.362 5 108 VIGA CARGADERO 40X15 CMS. 4 # 5. EST. # 3 @ 15 CMS. Fc= 210 KG/CM2 M3 617.94 619.06 623.84 626.42 628.83 621.59 620.45 624.83 628.07 618.74 619.84 617.94 622.8 627.79 623.52 619.89 626.09 626.66 622.58 623.92 625.15 628.25 627.58 631.48 627.96 625.24 619.25 623.62 5 109 Viga de 55x15 6 #3 y estr. #3 @ 15 cm f´c= 210 kg/cm2 M3 673.12 674.3 679.57 682.33 684.97 677.08 675.86 680.63 684.17 673.97 675.18 673.12 678.36 683.82 679.16 675.25 681.99 682.61 678.14 679.64 680.97 684.35 683.64 687.85 684.01 681.1 674.53 679.242 5 110 VIGA DE CONCRETO REFORZADO 1.50X0.50 LS 8#10 LI 12#10 14#4 EST #4 @0.12 M f´c=280 KG/CM2 M 400.41 401.13 404.25 405.89 407.45 402.77 402.05 404.89 406.97 400.93 401.65 400.41 403.53 406.77 404.01 401.69 405.69 406.05 403.41 404.29 405.09 407.09 406.65 409.18 406.89 405.17 401.25 404.052 5 111 VIGA DE CONCRETO REFORZADO 0.60X0.25 M LS 3#5 LI 4#5 4#4 EST #4 @ 0.15 f'c=280 kg/cm2 M 104.22 104.41 105.22 105.65 106.06 104.84 104.65 105.39 105.93 104.36 104.55 104.22 105.04 105.88 105.16 104.56 105.6 105.69 105 105.23 105.44 105.96 105.85 106.51 105.91 105.46 104.44 105.172 5 112 VIGA CABEZAL EN "L" BASE=1.3 m; H=2 m REF LONG 37 #6 EST #4 @ 0.20 m f'c=280 kg/cm2 M 519.69 520.63 524.68 526.81 528.84 522.76 521.83 525.51 528.22 520.37 521.31 519.69 523.75 527.96 524.37 521.36 526.55 527.02 523.59 524.74 525.77 528.37 527.8 531.08 528.11 525.88 520.78 524.422 5 113 VIGA DE CONCRETO REFORZADO 1.40X0.50 m LS 10#10 LI 12#10; 12#4 EST #4 @0.15 m f'c=280 KG/CM2 M 362.23 362.88 365.71 367.19 368.61 364.37 363.72 366.29 368.17 362.7 363.35 362.23 365.06 367.99 365.49 363.39 367.01 367.34 364.95 365.75 366.47 368.28 367.88 370.16 368.1 366.54 362.99 365.532 5 114 VIGA DE CONCRETO REFORZADO 1.00X0.40 m; LS 5#10 LI 6#10; 6#4 EST #4@0.15 m f'c=280 kg/cm2 M 214.22 214.6 216.27 217.15 217.99 215.48 215.09 216.61 217.73 214.49 214.88 214.22 215.89 217.62 216.14 214.9 217.04 217.24 215.82 216.29 216.72 217.79 217.56 218.91 217.69 216.77 214.66 216.172 5 115 VIGA V-3 0.30 X 0.50 m REF LONG 6#6 EST #3 @ 0.15 m G60; f'c= 280 kg/cm2 M 98.93 99.11 99.89 100.3 100.71 99.52 99.34 100.06 100.56 99.04 99.23 98.93 99.73 100.52 99.85 99.24 100.23 100.36 99.69 99.9 100.09 100.58 100.48 101.09 100.55 100.11 99.14 99.852 5 116 VIGA DE CONCRETO (40X75) LS 4 #8 LI 5 #8 + 4 #4 EST #3 @ 0.15 m GRADO 60; f'c=280 kg/cm2 M 177.93 178.24 179.66 180.38 181.1 179 178.65 179.92 180.86 178.18 178.51 177.93 179.35 180.77 179.55 178.51 180.31 180.46 179.29 179.69 180.01 180.91 180.72 181.87 180.82 180.05 178.32 179.572 5 117 VIGA DE CONCRETO 25X35 LS 3 #6 LI 3 #6 ESTRIBOS #4 @ 0.15 m GRADO 60; f'c=280 kg/cm2 M 97.7 97.87 98.61 99.03 99.39 98.26 98.08 98.76 99.32 97.82 98.01 97.7 98.42 99.24 98.57 98.01 98.96 99.07 98.4 98.64 98.82 99.32 99.21 99.86 99.28 98.85 97.87 98.592 5 118 VIGA CABEZAL EN "L" BASE=1.00 m; H=1.15 m REF LONG 24 #5 EST #4 @ 0.20 m; f'c=280 kg/cm2 M 383.31 383.97 386.99 388.57 390.06 385.58 384.9 387.59 389.6 383.82 384.51 383.31 386.31 389.41 386.75 384.52 388.35 388.69 386.21 387.01 387.8 389.71 389.28 391.7 389.52 387.84 384.1 386.792 5 119 VIGA (20X20) REF 4 #4 EST #2 @ 8.5 cm GRADO 40; f'c=210 kg/cm2 M 48.23 48.34 48.7 48.9 49.08 48.54 48.45 48.78 49.03 48.33 48.41 48.23 48.63 49.02 48.67 48.43 48.88 48.92 48.61 48.72 48.84 49.03 48.99 49.31 49.02 48.84 48.34 48.672 5 120 VIGA DE 0.70X0.30 m; REF LONG 6 #8 + 2 #4 EST #4 @ 0.10 m; f'c=210 kg/cm2 M 218.55 218.97 220.67 221.59 222.43 219.87 219.48 221.01 222.18 218.85 219.26 218.55 220.28 222.09 220.54 219.28 221.46 221.67 220.24 220.72 221.12 222.24 221.99 223.36 222.13 221.18 219.03 220.572 5 121 VIGA CABEZAL EN "L" 1.76X0.20 m(REF L #4 @ 0.15 m REF T: #5 @ 0.15 m) + 0.70X075 m (REF L: 14 #5 R M 433.48 434.25 437.67 439.42 441.1 436.07 435.27 438.35 440.58 434.06 434.84 433.48 436.89 440.4 437.4 434.89 439.2 439.58 436.8 437.69 438.57 440.73 440.23 442.97 440.51 438.63 434.36 437.432 5 122 VIGA CABEZAL EN "L" B=0.75 m; H=1.265 m; REF LONG 10 N°4 + 12 N° 6 EST 2 N°3 + 2 N° 4 @ 0.20 m; M 349.43 350.03 352.73 354.18 355.62 351.46 350.83 353.31 355.16 349.89 350.49 349.43 352.13 354.98 352.55 350.52 353.99 354.29 352.01 352.77 353.49 355.28 354.86 357.07 355.08 353.54 350.11 352.572 5 123 VF=0.45X0.25 4No5+1bastón No5 estribo No3@15cm M3 490.12 490.96 494.8 496.78 498.75 492.98 492.07 495.58 498.14 490.73 491.59 490.12 493.94 497.9 494.52 491.64 496.56 497 493.78 494.89 495.7 498.28 497.75 500.8 498.05 495.89 491.13 494.562 5 124 CABEZAL DE CONCRETO 0.50X0.75X1.90 m; REF 12 N°6 + 2 N° 4 EST 2 N° 3 @ 0.20 m; f'c = 280 kg/cm2 C/u 302.27 302.81 305.16 306.41 307.63 304.07 303.5 305.65 307.25 302.68 303.2 302.27 304.64 307.12 304.99 303.22 306.26 306.52 304.55 305.16 305.83 307.36 307.03 308.89 307.23 305.85 302.9 305.022 5 125 VIGA DE CONCRETO 0.35X0.70 m; REF 9 N°8 + 2 N°6+ 2 N°4 EST N°3 @ 0.20 m; f'c=210 kg/cm2 M 170.37 170.66 172 172.67 173.35 171.36 171.06 172.28 173.14 170.59 170.88 170.37 171.7 173.07 171.89 170.89 172.59 172.73 171.65 172.02 172.35 173.19 173.02 174.07 173.11 172.37 170.72 171.912 5 126 CABEZAL DE CONCRETO a=0.90 m b=0.65 m; h=0.85 m; N° 3 @ 0.15 m A.S. f'c=210 kg/cm2 C/u 268.49 268.99 271.09 272.18 273.24 270.08 269.59 271.48 272.92 268.85 269.34 268.49 270.59 272.79 270.92 269.36 272.03 272.29 270.51 271.11 271.63 273 272.71 274.38 272.87 271.67 269.06 270.952 5 128 Viga de 0.25x0.80m ref 4#7+2#6+2#4+est#3@0.15m; f'c=280 kgf/cm2 (No incluye encofrado) M 74.78 74.9 75.49 75.77 76.06 75.2 75.08 75.61 75.97 74.88 75 74.78 75.34 75.94 75.44 75 75.73 75.8 75.32 75.5 75.62 75.98 75.91 76.36 75.96 75.63 74.93 75.442 5 129 Viga V-3 (40x40) 4#7 G60+Est #3@0.10 G40 f'c=280 Kgf/cm2 (No incluye encofrado) M 56.21 56.32 56.75 56.98 57.2 56.54 56.44 56.85 57.13 56.28 56.4 56.21 56.65 57.1 56.72 56.4 56.95 57 56.64 56.75 56.86 57.14 57.08 57.42 57.12 56.86 56.35 56.732 5 130 Viga mensula b=0.90m h=0.65 a 0.95m L=3.40m f'c=280 kgf/cm2 y fy=4200 Kgf/cm2 (incluye encofrado) C/u 1356.87 1359.06 1368.99 1374.26 1379.27 1364.38 1362.03 1371.13 1377.72 1358.52 1360.8 1356.87 1366.74 1377.08 1368.23 1360.93 1373.61 1374.72 1366.38 1369.12 1371.79 1378.19 1376.72 1384.67 1377.5 1371.98 1359.47 1368.332 5 131 Viga canal VC-1 (95x65) 6#6+7#3+6#4+E#3@0.10+E@0.15+G@3@0.15 1:2:2 (Forrada con fachaleta/1cara) M 229.83 230.29 232.12 233.05 233.97 231.22 230.84 232.44 233.67 230.17 230.55 229.83 231.62 233.59 231.88 230.63 232.95 233.16 231.53 232.15 232.57 233.75 233.55 234.91 233.64 232.6 230.35 231.92 5 132 Viga canal VC-2 (65x51) 4#4+12#3+E#3@0.1+E#3@0.15+G@3@0.10 1:2:2 (Forr. con fachaleta en una cara) M 126.41 126.67 127.7 128.19 128.71 127.18 126.96 127.87 128.54 126.61 126.8 126.41 127.38 128.49 127.53 126.87 128.14 128.26 127.33 127.71 127.94 128.58 128.46 129.21 128.51 127.95 126.71 127.532 5 133 Viga canal VC-3 (50x40) 8#4+6#3+2E#3@0.15+G#4@0.15 1:2:2 (Forrada con fachaleta en una cara) M 105.35 105.59 106.42 106.82 107.27 106 105.82 106.58 107.14 105.53 105.71 105.35 106.18 107.09 106.28 105.78 106.79 106.89 106.14 106.43 106.62 107.16 107.08 107.71 107.13 106.63 105.6 106.292 5 134 Viga V-1 40x20 con ref 4#5+E#3@0.15 con forro de fachaleta split face en una cara Concreto 1:2:2 M 72.18 72.31 72.92 73.18 73.47 72.62 72.51 73.01 73.41 72.29 72.4 72.18 72.72 73.37 72.78 72.45 73.15 73.23 72.71 72.92 73.03 73.42 73.36 73.77 73.4 73.04 72.35 72.82 5 135 Viga canal 30x60 c/área hidráulica de 20x35 con ref 4#4+4#3+(E#2+G#3)@0.15 Conc 210 y fy=2800Kg/cm2 M 53.15 53.26 53.67 53.88 54.1 53.46 53.37 53.74 54.05 53.21 53.31 53.15 53.57 54 53.63 53.32 53.84 53.92 53.55 53.67 53.76 54.05 53.98 54.33 54.04 53.78 53.26 53.632 5 137 Viga Canal 0.60x0.40 c/área hidr de 0.35x0.20 ref4#4+6#3+(est#2+G#3) @0.15 F´C=210 kg/cm2 inc encofrado M3 725.88 727.15 732.79 735.83 738.66 730.16 728.79 733.94 737.77 726.8 728.08 725.88 731.54 737.42 732.4 728.16 735.43 736.11 731.31 732.88 734.34 737.98 737.21 741.76 737.61 734.46 727.36 732.482 5 138 Viga intermedia de 30x45 con ref 6#5+Est#3@0.15 Conc 210 incluye encofrado M3 504.37 505.27 509.14 511.23 513.19 507.31 506.45 509.94 512.59 505.08 505.97 504.37 508.31 512.33 508.89 506 510.95 511.46 508.18 509.2 510.14 512.69 512.18 515.39 512.5 510.2 505.5 508.972 5 139 Viga 15x40 con ref 4#4+Est#2@0.15 Conc 210 incluye encofrado M3 618.9 619.98 624.7 627.23 629.65 622.48 621.5 625.69 628.91 619.77 620.86 618.9 623.76 628.61 624.36 620.91 626.88 627.61 623.63 624.76 625.87 629.03 628.38 632.35 628.83 625.94 620.33 624.522 5 140 Viga 10x30 con ref 4#3+Est#3@0.12 Conc 210 incluye encofrado M3 807.91 809.32 815.52 818.79 821.96 812.58 811.29 816.8 820.99 809.02 810.47 807.91 814.22 820.6 815.07 810.55 818.33 819.25 814.04 815.61 817.07 821.19 820.29 825.51 820.88 817.19 809.72 815.242 5 141 Viga 10x30 con ref 4#3+Est#3@0.12 Conc 210 incluye encofrado M3 809.9 811.31 817.51 820.83 823.99 814.62 813.28 818.83 823.07 811.05 812.5 809.9 816.26 822.63 817.1 812.53 820.36 821.28 816.03 817.65 819.15 823.18 822.33 827.59 822.91 819.22 811.75 817.272 5 143 Viga de concreto 15x45 con ref 4#4+2#6+Est#2@0.125 conc f'c=210 Kg/cm2 incl encofrado y punt. met. M3 636.63 637.76 642.76 645.39 647.89 640.41 639.24 643.77 647.12 637.48 638.6 636.63 641.65 646.78 642.37 638.7 645.05 645.63 641.44 642.83 644.11 647.3 646.62 650.6 646.98 644.19 637.97 642.472 5 144 Viga de 30x45 con refuerzo con 6#5+est#3@0.15 concreto f'c=210 kg/cm2 incl molde M3 562.68 563.52 567.95 570.21 572.51 565.92 564.94 568.91 571.8 563.32 564.33 562.68 567.03 571.51 567.64 564.39 569.88 570.53 566.89 568.01 569.13 571.92 571.28 574.88 571.7 569.2 563.85 567.772 5 145 Viga de 20x40 con refuerzo 9#5+Est#3@0.15 Conc f'c=210 Kg/cm2 incluye encofrado M3 802.56 803.78 810.1 813.28 816.58 807.2 805.8 811.45 815.58 803.49 804.95 802.56 808.78 815.16 809.62 805.02 812.83 813.77 808.58 810.18 811.77 815.75 814.86 819.97 815.46 811.87 804.24 809.842 5 146 Viga de 0.20x0.40 con 4C#4+2B#4+Est#3@0.10; f'c=210 Kg/cm2; incluye encofrado M3 649.79 650.95 656.01 658.73 661.21 653.65 652.43 657.05 660.44 650.6 651.79 649.79 654.87 660.13 655.62 651.85 658.36 658.95 654.67 656.08 657.38 660.62 659.93 664.04 660.31 657.47 651.17 655.722 5 147 Viga de 0.20x0.40 con 4C#4+2C#3+2B#4+Est#3@0.10; f'c=210 Kg/cm2; incluye encofrado M3 630.37 631.29 636.26 638.75 641.38 634 632.93 637.34 640.57 631.08 632.23 630.37 635.25 640.24 635.9 632.28 638.39 639.16 635.11 636.32 637.57 640.7 639.98 644.04 640.47 637.63 631.68 636.072 5 149 Viga 0.25x0.40 m ref 5#6 est #3@0.15; f'c=210 kg/cm2; Inc encofrado de Plywood e=3/4" M3 611.7 612.79 617.56 620.06 622.48 615.3 614.17 618.53 621.75 612.49 613.6 611.7 616.49 621.46 617.21 613.65 619.74 620.29 616.28 617.63 618.83 621.92 621.22 625.08 621.62 618.92 612.97 617.292 5 151 Viga 0.25x0.40 m ref 6#6 est #3@0.125 m f'c=210 kg/cm2 incluye encofrado de plywood 3/4" M3 650.63 651.76 656.85 659.52 662.09 654.44 653.24 657.87 661.31 651.46 652.65 650.63 655.71 660.99 656.49 652.71 659.19 659.78 655.48 656.91 658.2 661.49 660.74 664.86 661.17 658.3 652 656.572 5 152 Viga de 0.25x0.35 con 4#5+Est#3@0.15m; f'c=210 Kg/cm2; incluye encofrado M3 547.62 548.59 552.82 555.1 557.26 550.84 549.82 553.7 556.55 548.33 549.28 547.62 551.89 556.3 552.51 549.34 554.81 555.31 551.71 552.88 553.98 556.72 556.13 559.57 556.44 554.05 548.75 552.592 5 153 Viga de 0.25x0.25 con 4#5+Est#3@0.10m; f'c=210 Kg/cm2; incluye encofrado M3 673.31 674.49 679.77 682.54 685.15 677.27 676.05 680.82 684.32 674.18 675.36 673.31 678.54 684.01 679.37 675.45 682.17 682.79 678.36 679.83 681.17 684.54 683.81 688.02 684.21 681.27 674.71 679.452 5 154 Viga de 0.30X0.50m; Ref 6#7+4#5+Est#3@0.20m y Est#3@0.10m en ZC; f'c=210Kg/cm2; incluye encofrado M 98.63 98.81 99.58 100 100.37 99.22 99.05 99.72 100.26 98.77 98.94 98.63 99.41 100.19 99.53 98.95 99.95 100.02 99.37 99.59 99.76 100.28 100.17 100.78 100.22 99.78 98.83 99.532 5 155 Viga 0.30x0.60m y 0.30x0.40m; refuerzo principal #3#4#5#6#7 y #8+estribos #3 desde 0.085m hasta 0.20m según detalle; f'c=210 M3 609.48 610.6 615.35 617.82 620.21 613.08 611.98 616.31 619.5 610.29 611.38 609.48 614.23 619.18 614.98 611.45 617.53 618.1 614.08 615.39 616.62 619.66 619.02 622.85 619.36 616.75 610.78 615.042 5 156 Viga 0.30x0.60m y 0.30x0.40m; refuerzo principal #3#4#5#6 y #7+estribos #3 desde 0.085m hasta 0.20m según detalle; f'c=210 k M3 5373.63 5383.44 5425.47 5447.25 5468.22 5405.49 5395.41 5433.66 5461.92 5380.56 5390.37 5373.63 5415.39 5459.22 5422.32 5391 5444.73 5449.5 5414.22 5425.74 5436.36 5463.54 5457.78 5491.44 5460.93 5437.98 5384.97 5422.772 5 157 Viga 0.20x0.30m; ref 8#6+est#3@0.10m; f'c=210Kg/cm2; incluye encofrado M 58.63 58.74 59.2 59.43 59.67 58.97 58.87 59.29 59.6 58.71 58.82 58.63 59.09 59.56 59.15 58.83 59.42 59.44 59.07 59.21 59.31 59.61 59.54 59.91 59.59 59.34 58.75 59.172 5 161 Viga de 0.25x0.40m ref 4#5+est#3@0.15m; f'c=210Kg/cm2; incluye encofrado M3 557.97 558.96 563.28 565.59 567.81 561.27 560.22 564.19 567.12 558.67 559.68 557.97 562.33 566.85 562.98 559.73 565.33 565.84 562.15 563.36 564.48 567.27 566.67 570.17 566.98 564.57 559.13 563.042 5 164 Viga de 0.20x0.25m; ref 5#4+Est#2@0.20m y Est#2@0.10m en ZC; f'c=210Kg/cm2; incluye encofrado M3 657.27 658.43 663.58 666.29 668.87 661.14 659.92 664.61 668.05 658.15 659.3 657.27 662.41 667.72 663.22 659.38 665.94 666.55 662.2 663.66 664.94 668.26 667.53 671.68 667.92 665.05 658.67 663.272 5 166 Viga de 0.20x0.40 con 4C#4+2B#4+Est#3@0.15m y @0.075m en ZC; f'c=210 Kg/cm2; incluye encofrado M3 638.96 640.1 645.07 647.75 650.19 642.75 641.55 646.09 649.43 639.75 640.92 638.96 643.95 649.12 644.69 640.98 647.38 647.96 643.75 645.14 646.42 649.6 648.93 652.97 649.3 646.51 640.31 644.792 5 167 Viga de 0.20x0.40 con 4#4+2#3+Est#3@0.15m y @0.075m en ZC; f'c=210 Kg/cm2; incluye encofrado M3 639.93 641.08 646.06 648.74 651.18 643.72 642.52 647.08 650.42 640.73 641.9 639.93 644.92 650.11 645.68 641.96 648.37 648.95 644.73 646.13 647.4 650.59 649.92 653.95 650.28 647.5 641.27 645.772 5 168 Viga de 0.15x0.35 con 2C#4+2C#3+2B#4+Est#3@0.125m según detalle; f'c=210 Kg/cm2; incluye encofrado M3 733.96 735.26 740.98 744.03 746.88 738.28 736.91 742.14 746 734.88 736.21 733.96 739.71 745.62 740.57 736.28 743.65 744.3 739.46 741.06 742.54 746.23 745.41 750.01 745.84 742.66 735.49 740.642 5 169 Viga de 0.20x0.50 con 8C#6+2B#5+Est#3@0.20m @0.10m y @0.075m en ZC; f'c=210 Kg/cm2; incluye encofrado M3 824.52 826.03 832.46 835.84 839.07 829.41 827.88 833.75 838.08 825.62 827.07 824.52 830.99 837.65 831.96 827.15 835.4 836.17 830.73 832.54 834.16 838.3 837.42 842.61 837.92 834.31 826.28 832.082 5 170 Viga de 0.20x0.50 con 2C#5+2B#8+2B#6+Est#3@0.20m @0.10m y @0.075 m en ZC según planos; f'c=210 Kg/cm2; incluye encofr M3 675.2 676.42 681.67 684.45 687.11 679.2 677.94 682.73 686.27 676.1 677.3 675.2 680.49 685.94 681.28 677.34 684.09 684.74 680.27 681.75 683.07 686.47 685.74 690.02 686.16 683.18 676.63 681.42 5 171 Viga de 0.20x0.40 con 6#4+est#2@0.10m; f'c=210 Kg/cm2; incluye encofrado M3 626.85 627.98 632.82 635.45 637.88 630.53 629.37 633.84 637.13 627.66 628.75 626.85 631.74 636.81 632.51 628.82 635.08 635.67 631.55 632.88 634.16 637.29 636.62 640.57 637 634.26 628.17 632.582 5 172 Viga de 0.20x0.40 con 6#4+est#2@0.10m; f'c=210 Kg/cm2; incluye encofrado M3 762.93 764.3 770.21 773.39 776.35 767.41 766.01 771.44 775.44 763.92 765.25 762.93 768.88 775.05 769.82 765.34 772.95 773.66 768.64 770.29 771.84 775.64 774.82 779.64 775.29 771.96 764.54 769.92 5 173 Viga de 0.20x0.40 con 6#4+est#2@0.15m; f'c=210 Kg/cm2; incluye encofrado M3 608.73 609.84 614.54 617.09 619.46 612.33 611.18 615.53 618.72 609.51 610.59 608.73 613.49 618.41 614.23 610.64 616.74 617.3 613.31 614.6 615.83 618.88 618.22 622.08 618.59 615.92 610.01 614.32 5 174 Viga de 0.20x0.40 con 4#4+est#2@0.15m; f'c=210 Kg/cm2; incluye encofrado M3 788.01 789.42 795.53 798.79 801.88 792.64 791.17 796.78 800.9 789 790.43 788.01 794.15 800.52 795.12 790.49 798.37 799.08 793.91 795.62 797.19 801.13 800.29 805.26 800.72 797.33 789.64 795.192 5 175 Viga de 0.20x0.40 con 4#4+est#2@0.15m; f'c=210 Kg/cm2; incluye encofrado M 63.04 63.15 63.64 63.9 64.16 63.42 63.29 63.74 64.07 63.13 63.23 63.04 63.53 64.04 63.61 63.24 63.87 63.93 63.51 63.65 63.78 64.1 64.03 64.42 64.05 63.78 63.17 63.622 5 176 Viga canal de 0.65x0.45 con área hidráulica de 0.48x0.25m; ref 4#6+11#3+(est#3+est#4)@0.20m+gancho#3@1.0m;f'c=210 kg/cm2; M 130.52 130.71 131.74 132.25 132.79 131.26 131.04 131.97 132.63 130.67 130.92 130.52 131.53 132.58 131.68 130.92 132.19 132.33 131.5 131.75 132.02 132.66 132.51 133.37 132.63 132.04 130.79 131.72 5 177 Viga de 0.20x0.40 ref 2C#4+2C#5+2B#5 en los apoyos+est#3@0.15m; f'c=210Kg/cm2; incluye encofrado M3 681.77 682.8 688.15 690.88 693.68 685.72 684.55 689.32 692.83 682.56 683.81 681.77 687.06 692.48 687.77 683.86 690.46 691.29 686.88 688.23 689.57 692.96 692.2 696.56 692.71 689.65 683.21 687.942 5 178 Viga canal de 0.53x0.46 con área hidráulica de 0.22x0.25m; ref 4#6+7#3+(est#3+est#4)@0.20m+gancho#3@1.0m; f'c=210 kg/cm2; M 124.1 124.29 125.28 125.77 126.28 124.83 124.6 125.49 126.12 124.26 124.5 124.1 125.07 126.05 125.2 124.51 125.71 125.84 125.05 125.29 125.53 126.15 126.02 126.81 126.12 125.54 124.36 125.232 5 179 Viga de 0.15x0.25m; ref 4#4+est#3@0.10m; f'c=210 Kg/cm2; incluye encofrado M3 840.34 841.84 848.41 851.85 855.15 845.3 843.73 849.71 854.13 841.43 842.94 840.34 846.91 853.7 847.92 843.01 851.42 852.16 846.63 848.5 850.16 854.37 853.45 858.72 853.97 850.29 842.11 8482 5 180 Solera de corona de 0.20x0.30m; ref 4C#4+3B#5+est#2@0.10 y @0.15m; f'c=210 kg/cm2; incluye encofrado M3 583.21 584.27 588.8 591.23 593.52 586.67 585.59 589.74 592.79 583.98 585.02 583.21 587.8 592.51 588.48 585.08 590.92 591.44 587.59 588.87 590.04 592.97 592.33 595.99 592.69 590.14 584.45 588.542 5 181 Viga de 0.20x0.20m; ref 4#4+est#2@0.20m; fc=210kg/cm2; incluye encofrado M3 489.06 489.93 493.75 495.75 497.68 491.96 491.05 494.54 497.09 489.69 490.57 489.06 492.88 496.85 493.47 490.61 495.5 495.94 492.74 493.81 494.77 497.24 496.7 499.76 497 494.87 490.09 493.512 5 182 Viga de 0.15x0.45m; ref 4#4+est#2@0.10m; f´c=210 kg/cm2; incluye encofrado M3 513.45 514.34 518.35 520.46 522.5 516.46 515.52 519.17 521.88 514.08 515.01 513.45 517.46 521.62 518.06 515.05 520.2 520.68 517.31 518.42 519.41 522.02 521.47 524.7 521.76 519.5 514.49 518.132 6 1 ALACRAN A 45 GRADOS 22(LPROM)X103#3+GAN#2@15 M3 512.51 513.42 517.43 519.53 521.54 515.55 514.6 518.26 520.93 513.18 514.09 512.51 516.52 520.68 517.13 514.14 519.27 519.72 516.37 517.49 518.5 521.09 520.51 523.73 520.82 518.6 513.59 517.182 6 2 Alacran de 0.10x0.10 m; ref 1#3; f'c=210Kg/cm2; inc encofrado M3 564.53 565.53 569.95 572.25 574.46 567.87 566.83 570.83 573.8 565.25 566.26 564.53 568.94 573.51 569.6 566.32 571.97 572.47 568.75 570.01 571.12 573.96 573.32 576.89 573.67 571.24 565.72 569.672 6 3 Alacran de 0.10x0.15 m; ref 2#3+G#2@0.15 m; f'c=210Kg/cm2; inc encofrado M 9.12 9.13 9.2 9.24 9.28 9.17 9.15 9.22 9.27 9.13 9.14 9.12 9.19 9.26 9.2 9.15 9.24 9.24 9.18 9.2 9.22 9.27 9.26 9.32 9.26 9.22 9.14 9.22 6 4 M 9.32 9.34 9.41 9.45 9.49 9.38 9.36 9.43 9.48 9.34 9.35 9.32 9.4 9.47 9.41 9.35 9.45 9.45 9.39 9.41 9.43 9.48 9.47 9.53 9.48 9.43 9.34 9.412 6 5 M 10.11 10.13 10.21 10.25 10.29 10.17 10.15 10.22 10.28 10.12 10.14 10.11 10.19 10.27 10.2 10.14 10.24 10.25 10.19 10.21 10.23 10.28 10.27 10.33 10.27 10.23 10.13 10.22 6 6 M 8.3 8.31 8.38 8.41 8.44 8.35 8.33 8.39 8.43 8.31 8.32 8.3 8.36 8.43 8.37 8.32 8.41 8.41 8.36 8.38 8.39 8.44 8.43 8.48 8.43 8.4 8.32 8.372 6 7 ALACRAN DE 20X15CMS 2#4 EST#2 @ 8.0 CMS M3 646.62 647.79 652.83 655.48 658.01 650.44 649.28 653.87 657.23 647.46 648.63 646.62 651.67 656.9 652.44 648.69 655.16 655.74 651.47 652.9 654.19 657.43 656.71 660.79 657.1 654.32 647.98 652.512 6 9 ALACRAN (10X28)4Í3/8"+GAN.¼"@ 15CMS. 1:2:2 M 13.71 13.73 13.84 13.89 13.95 13.79 13.76 13.86 13.93 13.73 13.75 13.71 13.82 13.93 13.83 13.75 13.89 13.9 13.81 13.84 13.87 13.94 13.92 14.01 13.93 13.87 13.74 13.832 6 10 M 18.99 19.02 19.17 19.25 19.33 19.1 19.07 19.2 19.3 19.02 19.05 18.99 19.14 19.29 19.16 19.05 19.24 19.26 19.13 19.18 19.21 19.31 19.29 19.41 19.3 19.22 19.03 19.162 6 11 Alacrán de 30x15 con 6#4+(E#3+G#3)@0.15 f'c=210 kg/cm2 fy= 2800 kg/cm2 Incluye encofrado M 37.87 37.95 38.22 38.41 38.58 38.1 38.03 38.3 38.52 37.94 37.99 37.87 38.18 38.51 38.22 37.99 38.4 38.43 38.16 38.23 38.31 38.53 38.49 38.72 38.52 38.34 37.95 38.222 6 12 Aleta al aire de 40 x 10 Tipo Alacran 40 x10 REF. 3 No3 + graoa N3 @ 15 cm fc=210 kg/cm2 M3 240.09 240.52 242.35 243.32 244.24 241.49 241.05 242.72 243.97 240.4 240.82 240.09 241.93 243.85 242.22 240.84 243.19 243.4 241.87 242.38 242.85 244.03 243.78 245.23 243.91 242.89 240.58 242.232 6 13 ALACRÁN (30X10) 2 #4 EST #2 @ 0.20 m; f'c=210 kg/cm2 M 41.17 41.23 41.56 41.74 41.89 41.41 41.33 41.62 41.86 41.22 41.29 41.17 41.48 41.84 41.54 41.3 41.72 41.75 41.48 41.56 41.65 41.87 41.83 42.07 41.85 41.65 41.26 41.542 6 14 Alacrán de (0.30-0.35)x15 con 6#4+(E#3+G#3)@0.15 f'c=210 kg/cm2 fy= 2800 kg/cm2 Incluye encofrado M3 741.88 743.21 748.98 752.05 754.97 746.28 744.9 750.19 754.07 742.85 744.16 741.88 747.68 753.7 748.54 744.25 751.66 752.34 747.46 749.08 750.53 754.3 753.48 758.14 753.94 750.69 743.47 748.632 6 15 Alacrán de 25x15 con 4#4+E#3@0.15 f'c=210 kg/cm2 fy= 2800 kg/cm2 Incluye encofrado M 34.52 34.56 34.85 34.97 35.14 34.71 34.65 34.89 35.09 34.56 34.61 34.52 34.76 35.07 34.82 34.62 34.96 35.01 34.76 34.85 34.9 35.11 35.05 35.27 35.09 34.91 34.59 34.832 6 16 Alacrán de 33x15 con 6#4+(E#3+G#3)@0.15 f'c=210 kg/cm2 fy= 2800 kg/cm2 Incluye encofrado M 36.72 36.78 37.07 37.23 37.37 36.94 36.88 37.14 37.32 36.77 36.83 36.72 37 37.31 37.05 36.84 37.21 37.25 37 37.09 37.15 37.34 37.3 37.53 37.32 37.16 36.81 37.052 6 17 Alacrán de 35x15 con 6#4+(E#3+G#3)@0.15 f'c=210 kg/cm2 fy= 2800 kg/cm2 Incluye encofrado M 38.95 39.02 39.33 39.48 39.64 39.18 39.12 39.39 39.59 39.01 39.07 38.95 39.25 39.56 39.29 39.07 39.46 39.5 39.24 39.33 39.4 39.6 39.56 39.8 39.58 39.41 39.03 39.32 6 18 Alacrán de 20x15 con 4#4+E#3@0.15 f'c=210 kg/cm2 fy= 2800 kg/cm2 Incluye encofrado M 27.23 27.26 27.49 27.59 27.71 27.39 27.36 27.53 27.68 27.25 27.3 27.23 27.45 27.67 27.48 27.3 27.57 27.61 27.45 27.5 27.53 27.71 27.65 27.84 27.68 27.53 27.28 27.48

ALACR N A-3L(10X20) 2Í 3/8"+1Í ¼" A.C.15 CM. 1:2:2ALACR N A-4L(10X25) 2Í 3/8"+1Í ¼" A.C.15 CM. 1:2:2ALACR N A-1 (10X15) 3Í 3/8"+1Í ¼" A.C.15 CM. 1:2:2

ALACR N A-6L(10X45)6Í3/8"+ͼ @ 15CMS. 1:2:2

2 6 19 Alacrán de 0.15x0.15m; ref 2#5+G#3@0.15m; f'c=210Kg/cm2; incluye encofrado M3 892.45 894.08 900.98 904.9 908.39 897.68 895.99 902.82 907.08 893.47 895.42 892.45 899.69 906.8 900.67 895.49 904.61 905.14 899.2 901.06 903.11 907.23 906.63 912.37 906.95 903.22 894.29 900.742 7 1 NERVIO A 45 GRADOS 0.41X0.15 6#3+2EST#2@15 M3 541.54 542.5 546.73 548.96 551.07 544.73 543.75 547.61 550.42 542.24 543.21 541.54 545.76 550.15 546.41 543.27 548.68 549.17 545.6 546.79 547.87 550.59 549.98 553.39 550.31 547.98 542.68 546.472 7 2 NERVIO 15X15 2#3+GAN#2@15 F´C=210 (POR M3) M3 507.21 508.12 512.08 514.15 516.14 510.21 509.28 512.89 515.54 507.87 508.77 507.21 511.17 515.28 511.78 508.83 513.9 514.35 511.02 512.13 513.14 515.69 515.13 518.31 515.44 513.24 508.27 511.832 7 3 NERVIO(25*15) 4#4+EST#2@15 F´C=210 (TAPON) M3 620.11 621.11 625.55 627.87 630.1 623.48 622.41 626.46 629.42 620.84 621.85 620.11 624.54 629.15 625.22 621.91 627.59 628.09 624.37 625.62 626.73 629.6 628.96 632.52 629.31 626.85 621.3 625.282 7 4 NERVIO(20*20) 4#3+EST#2@15 F´C=210 (TAPON) M3 640.82 641.86 646.46 648.87 651.17 644.31 643.21 647.41 650.47 641.59 642.63 640.82 645.41 650.19 646.12 642.69 648.57 649.09 645.24 646.53 647.69 650.66 649.99 653.68 650.35 647.8 642.06 646.182 7 5 NERVIO EN L 45X15+15X15 8#3+2EST#2@15 F´C=210 M3 542.67 543.64 547.87 550.1 552.22 545.87 544.89 548.75 551.57 543.37 544.35 542.67 546.9 551.3 547.55 544.4 549.83 550.32 546.74 547.93 549.02 551.74 551.13 554.55 551.46 549.12 543.81 547.612 7 6 NERVIO EN L 20X15+15X15 8#3+2EST#2@15 F´C=210 M3 758.36 759.72 765.64 768.75 771.71 762.83 761.47 766.85 770.81 759.35 760.71 758.36 764.27 770.42 765.18 760.79 768.37 769.06 764.05 765.71 767.24 771.04 770.19 774.97 770.65 767.39 759.95 765.262 7 7 NERVIO 35X15 4#3+EST#2@15 F´C=210 M3 491.17 492.05 495.88 497.9 499.82 494.07 493.18 496.68 499.22 491.81 492.69 491.17 495 498.98 495.6 492.74 497.65 498.09 494.86 495.94 496.92 499.38 498.82 501.92 499.13 497.01 492.2 495.642 7 8 NERVIO A 45 GRADOS 0.575X0.15 6#3+2EST#2@15 M3 526.52 527.46 531.57 533.73 535.79 529.62 528.68 532.42 535.16 527.2 528.15 526.52 530.63 534.89 531.26 528.21 533.48 533.95 530.47 531.62 532.69 535.32 534.73 538.05 535.05 532.79 527.62 531.312 7 9 Nervio de 0.15x0.20 m; ref 4#3+Est#2@0.15 m; f'c=210Kg/cm2; inc encofrado M3 451.07 451.87 455.4 457.24 459.01 453.73 452.91 456.11 458.47 451.65 452.46 451.07 454.59 458.24 455.12 452.51 457.02 457.42 454.45 455.44 456.34 458.6 458.1 460.94 458.37 456.43 452.02 455.172 7 10 Nervio aislado de 0.15x0.15 m; ref 4#3+Est#2@0.15 m; f'c=210Kg/cm2; inc encofrado M 14.07 14.1 14.21 14.27 14.32 14.16 14.13 14.23 14.3 14.09 14.12 14.07 14.18 14.3 14.2 14.12 14.26 14.27 14.18 14.21 14.24 14.31 14.29 14.38 14.3 14.24 14.1 14.22 7 11 Nervio de 0.15x0.15 m; ref 4#3+Est#2@0.15 m; f'c=210Kg/cm2; inc encofrado M 11.64 11.66 11.75 11.8 11.84 11.71 11.69 11.77 11.83 11.66 11.68 11.64 11.73 11.83 11.74 11.68 11.79 11.8 11.73 11.75 11.78 11.83 11.82 11.89 11.83 11.78 11.66 11.752 7 12 NERVIO ESQ.15X15 2Í3/8"+¼@ 15 CMS. 1:2:2 M 12.14 12.16 12.26 12.3 12.35 12.21 12.19 12.27 12.34 12.15 12.18 12.14 12.23 12.33 12.25 12.18 12.3 12.31 12.23 12.26 12.28 12.34 12.33 12.4 12.34 12.28 12.16 12.252 7 13 NERVIO 40X25 F´C=280 REF. 6#5 EST. #3 @ 8 CMS. M3 656.18 657.36 662.48 665.17 667.73 660.05 658.87 663.53 666.94 657.03 658.21 656.18 661.3 666.61 662.09 658.28 664.84 665.43 661.1 662.54 663.86 667.14 666.41 670.55 666.81 663.99 657.56 662.152 7 14 NERVIO 40X40-15X15CM REF.8#5 EST. #3 @ 8 CMS M3 891.44 893.04 899.99 903.65 907.12 896.69 895.09 901.42 906.06 892.59 894.2 891.44 898.39 905.61 899.46 894.29 903.2 904.01 898.12 900.08 901.87 906.33 905.34 910.96 905.88 902.05 893.31 899.552 7 15 NERVIO DE 15X15 CMS 4°3/8+EST.#2@15 C/EPOXICO M 48.15 48.23 48.61 48.81 49 48.43 48.35 48.69 48.94 48.21 48.3 48.15 48.52 48.91 48.58 48.3 48.78 48.83 48.51 48.62 48.71 48.95 48.9 49.2 48.93 48.72 48.25 48.592 7 16 NERVIO (33X15) 4#4 + EST#2@15. F´C=210 KG/CM2. M 32.81 32.87 33.11 33.23 33.37 32.99 32.92 33.15 33.32 32.83 32.9 32.81 33.07 33.3 33.1 32.9 33.22 33.24 33.06 33.12 33.18 33.34 33.3 33.53 33.31 33.19 32.87 33.12 7 17 NERVIO DE 20X30 4#5+2#4+EST.#3@15. INCLUYE MOLDEADO DE TAPONES (2 LATERALES) M3 774.44 775.87 781.72 784.59 787.69 778.76 777.29 782.71 786.64 775.23 776.71 774.44 780.59 786.3 781.42 776.76 784.26 784.8 780.41 781.81 783.35 787.12 786.15 791.4 786.51 783.45 776.08 781.452 7 18 NERVIO (15X05) 1#3. INCLUYE MOLDEADO DE TAPONES (2 LATERALES) M3 1590.44 1593.75 1604.61 1608.81 1615.58 1597.95 1594.58 1605.2 1612.48 1590.91 1594.24 1590.44 1603.98 1612.3 1604.42 1594.28 1608.6 1608.95 1603.85 1604.68 1608.05 1615.24 1612.2 1625.16 1612.4 1608.1 1593.9 1604.462 7 19 NERVIO (15X17) 4#3+EST.#2@15. F´C=210 KG/CM2. INCLUYE MOLDEADO DE TAPONES (2 LATERALES). M3 810.61 812.18 818.06 820.72 824.03 814.83 813.2 818.76 822.73 811.17 812.79 810.61 817.27 822.5 817.83 812.83 820.46 820.87 817.12 818.14 819.78 823.62 822.39 828.35 822.63 819.86 812.34 817.872 7 20 Nervio a 45° 0.15x0.185 m(prom); ref 6#3+Est#2@0.15 m; f'c=210Kg/cm2; inc encofrado M3 1489.73 1492.56 1503.61 1508.86 1514.91 1497.8 1494.91 1505.24 1512.67 1491.05 1493.93 1489.73 1501.81 1512.13 1503.04 1494.06 1508.32 1509.25 1501.46 1503.75 1506.8 1513.95 1511.84 1522.36 1512.45 1506.95 1492.9 1503.132 7 21 NERVIO EN L 30X15+15X15 8#3+2EST#3@15. F´C=210 KG/CM2 M 64.82 64.92 65.43 65.7 65.95 65.18 65.07 65.53 65.88 64.89 65.01 64.82 65.31 65.84 65.4 65.02 65.67 65.72 65.3 65.45 65.56 65.9 65.82 66.23 65.86 65.57 64.95 65.42 7 22 NERVIO (40X15) 6#4+EST+GAN#3@15. F´C=210KG/CM2 M 60.7 60.79 61.28 61.53 61.76 61.04 60.93 61.37 61.69 60.77 60.88 60.7 61.17 61.66 61.25 60.89 61.5 61.54 61.15 61.3 61.4 61.72 61.64 62.03 61.67 61.41 60.83 61.252 7 24 NERVIO (55X15) 8#4EST+2GAN#3@15. F´C=210KG/CM2. M 81.54 81.66 82.32 82.66 82.96 82 81.85 82.44 82.87 81.62 81.78 81.54 82.16 82.82 82.27 81.79 82.62 82.67 82.14 82.33 82.48 82.9 82.8 83.32 82.84 82.48 81.71 82.272 7 25 NERVIO EN T (30X15+15X15) 8#3 2EST#2@15. F´C=210KG/CM2. M 45.81 45.9 46.23 46.4 46.58 46.06 45.97 46.29 46.52 45.85 45.94 45.81 46.18 46.5 46.22 45.94 46.38 46.41 46.17 46.24 46.33 46.55 46.49 46.81 46.51 46.34 45.91 46.222 7 26 NERVIO EN L (25X15+15X10) 7#3+ 2EST#2@15. F´C=210 KG/CM2 M 41.51 41.59 41.89 42.04 42.2 41.73 41.65 41.94 42.14 41.54 41.62 41.51 41.85 42.13 41.88 41.62 42.02 42.05 41.83 41.9 41.98 42.18 42.12 42.41 42.13 41.98 41.59 41.882 7 27 NERVIO IRREGULAR A=0.072M2 5#5+EST#3@15+GAN#2@15. F´C=210 KG/CM2 M 80.62 80.74 81.39 81.72 82.02 81.07 80.93 81.51 81.93 80.7 80.86 80.62 81.23 81.89 81.34 80.87 81.69 81.74 81.22 81.41 81.55 81.97 81.86 82.38 81.91 81.55 80.79 81.342 7 28 NERVIO (30X30) 4#3+ EST #2@20. M3 434.29 435.1 438.36 439.97 441.73 436.7 435.83 438.89 441.1 434.71 435.54 434.29 437.79 440.93 438.19 435.58 439.78 440.08 437.68 438.42 439.26 441.41 440.85 443.81 441.02 439.32 435.23 438.232 7 29 NERVIO (30X15) 4#3 + EST#2@20 M3 586.53 587.64 591.96 593.99 596.39 589.67 588.5 592.58 595.49 587.01 588.14 586.53 591.31 595.3 591.77 588.18 593.77 594.14 591.17 592.04 593.2 596.03 595.2 599.36 595.41 593.27 587.78 591.812 7 30 Nervio a 45 Grados Ref. 7 No5+ 2 estrib. N3 @ 15 cm fc=210 kg/cm2 M3 568.14 569.15 573.55 575.84 578.06 571.47 570.44 574.45 577.39 568.87 569.88 568.14 572.54 577.1 573.21 569.94 575.57 576.07 572.37 573.6 574.73 577.56 576.93 580.47 577.27 574.84 569.32 573.272 7 31 Nervio (25x25) ref. 4#4+ 2 estrib.#2 @ 15 cm FC=210 kg/cm2 INCLUYE MOLDEADO M3 311.03 311.58 313.99 315.24 316.46 312.86 312.27 314.48 316.1 311.43 311.97 311.03 313.44 315.95 313.8 312.01 315.09 315.36 313.35 314.02 314.63 316.19 315.84 317.77 316.03 314.69 311.67 313.832 7 32 Nervio 20x40 cms Ref. 4#4 estrib. #2 @ 15 cm fc=210 kg/cm2 M3 423.12 423.89 427.12 428.76 430.44 425.51 424.7 427.69 429.86 423.57 424.35 423.12 426.48 429.7 426.92 424.41 428.55 428.88 426.36 427.17 427.99 430.11 429.59 432.37 429.8 428.06 424 426.952 7 33 NERVIO 20 X 40 6 No. 6 estribos No. 3 @ 10 cms. M3 1264.03 1266.29 1276.14 1281.35 1286.32 1271.52 1269.14 1278.17 1284.78 1265.65 1267.9 1264.03 1273.93 1284.15 1275.38 1268.05 1280.71 1281.86 1273.52 1276.29 1278.78 1285.17 1283.76 1291.7 1284.54 1279.03 1266.71 1275.532 7 34 Nervio irregular f´c= 210 Kg/cm2 9 No 3 y est. No 2 @ 15 cm (c/cemento Tipo V) M 32.92 32.97 33.23 33.36 33.48 33.11 33.05 33.28 33.45 32.96 33.02 32.92 33.17 33.43 33.21 33.02 33.34 33.37 33.16 33.23 33.29 33.46 33.42 33.62 33.44 33.3 32.98 33.212 7 35 Nervio irregular f´c= 210 kg/cm2 8 No 3 y est No 2 @ 15cm (c/cemento tipo V) M 32.48 32.54 32.79 32.92 33.04 32.67 32.61 32.84 33.01 32.52 32.58 32.48 32.73 32.99 32.77 32.58 32.9 32.93 32.72 32.79 32.86 33.02 32.98 33.18 33 32.86 32.55 32.772 7 36 Nervio 25x15cm 4#3 + est #2 @15 F´c=210 Kg/cm2 M 15.18 15.2 15.32 15.38 15.44 15.27 15.24 15.35 15.42 15.2 15.22 15.18 15.29 15.42 15.31 15.23 15.37 15.39 15.29 15.32 15.35 15.43 15.41 15.51 15.42 15.36 15.21 15.312 7 37 Nervio de 15x15 con ref 4#4+E#2@0.15 Concreto 210 y fy=2800 Kg/cm2 (Incluye encofrado) M 21.57 21.6 21.78 21.87 21.94 21.7 21.66 21.82 21.94 21.58 21.64 21.57 21.74 21.92 21.78 21.64 21.87 21.88 21.74 21.78 21.83 21.94 21.91 22.04 21.94 21.83 21.62 21.782 7 38 Nervio de dos bloques saltex de 20x20x40 Rv 4 # 4 est # 2 @ 20 cms. M2 64.62 64.73 65.21 65.49 65.77 65 64.89 65.31 65.68 64.69 64.84 64.62 65.1 65.66 65.19 64.84 65.47 65.53 65.08 65.21 65.37 65.69 65.62 66.03 65.68 65.37 64.74 65.192 7 39 Nervio de 1 bloque (20x20x40) + 1 dado saltex (15x20x20) Rv 3#4. Est # 2 @ 20 cms. M2 62.1 62.22 62.67 62.93 63.2 62.46 62.33 62.77 63.12 62.18 62.29 62.1 62.57 63.09 62.64 62.3 62.92 62.97 62.56 62.67 62.8 63.13 63.07 63.44 63.11 62.82 62.22 62.662 7 40 Nervio de bloque de 15x20x40 + esquineros de concreto Rv 4#4+Rh 2#2@40 concreto 1:2:2 M2 64.41 64.52 65 65.26 65.55 64.77 64.68 65.12 65.46 64.48 64.57 64.41 64.9 65.42 64.98 64.58 65.23 65.31 64.9 65 65.15 65.49 65.4 65.81 65.45 65.16 64.54 64.982 7 41 Nervio de Bloque bloque(0.2x0.4)+dado(0.2x0.2) 6#4 est y alacran #3@15 f´c=210 M 43.74 43.82 44.14 44.34 44.52 43.99 43.9 44.2 44.48 43.79 43.86 43.74 44.08 44.44 44.11 43.86 44.32 44.36 44.08 44.15 44.26 44.48 44.42 44.71 44.46 44.26 43.83 44.112 7 42 Nervio de bloque 2 bloque 40x20+ 1 dado 20x20 2 estr y 1 alacran #3 @ 15 210 kg/cm2 M 93.32 93.48 94.2 94.6 94.98 93.87 93.71 94.38 94.86 93.43 93.62 93.32 94.04 94.81 94.16 93.62 94.54 94.64 94.02 94.22 94.43 94.87 94.78 95.38 94.84 94.44 93.52 94.162 7 43 Nervio de bloque 3 bloques de 20x40 11#4 2 estr + 1 alacran #3@20 f´c=210 kg/cm2 M 88.52 88.68 89.38 89.75 90.1 89.04 88.89 89.5 89.98 88.64 88.8 88.52 89.22 89.94 89.31 88.82 89.7 89.79 89.21 89.4 89.54 90.02 89.92 90.44 89.96 89.58 88.72 89.342 7 44 Nervio de bloque 2 de 20x20x40 8#4 y estr + 2 alacranes @ 20 f´c=210 kg/cm2 M 91.24 91.41 92.12 92.5 92.86 91.8 91.63 92.26 92.76 91.37 91.54 91.24 91.97 92.72 92.08 91.54 92.46 92.54 91.94 92.13 92.32 92.79 92.7 93.24 92.72 92.34 91.44 92.092 7 45 Nervio 15x15 ref 4#3 estr. #3 @ 20 f´c=280 kg/cm2 Incluye moldeaado y curado M 22.64 22.68 22.85 22.94 23.04 22.75 22.71 22.89 22.99 22.66 22.7 22.64 22.8 22.98 22.84 22.7 22.93 22.95 22.78 22.85 22.9 23.01 22.98 23.12 22.98 22.91 22.69 22.852 7 46 Nervio 35x15 ref 4#4+est#2@0.15 Conc 210 y acero G-40 Incluye encofrado M3 751.44 752.77 758.63 761.73 764.7 755.88 754.46 759.83 763.78 752.4 753.74 751.44 757.3 763.44 758.2 753.84 761.34 762.02 757.08 758.7 760.2 764.03 763.2 767.92 763.65 760.37 753.03 758.282 7 47 Nervio N-1 de 70x20 con ref 8#4+est#3@0.15 concreto 210 y fy=2800Kgf/cm2 M 83.03 83.17 83.85 84.17 84.5 83.51 83.36 83.97 84.39 83.13 83.3 83.03 83.67 84.37 83.77 83.31 84.14 84.2 83.65 83.87 84 84.42 84.34 84.85 84.39 84.02 83.22 83.782 7 48 Nervio N-2 (24 y 27x15 trapecio) con ref 4#3+est#2@0.15 concreto 210 y fy=2800Kgf/cm2 M 29.9 29.95 30.18 30.28 30.4 30.07 30.01 30.21 30.36 29.92 29.97 29.9 30.12 30.36 30.14 29.97 30.27 30.29 30.11 30.18 30.24 30.37 30.33 30.53 30.36 30.24 29.95 30.152 7 49 Nervio N-3 (11 y 24x15 trapecio) con ref 4#3+est#2@0.15 concreto 210 y fy=2800Kgf/cm2 M 26.25 26.32 26.53 26.62 26.72 26.4 26.36 26.55 26.69 26.31 26.32 26.25 26.46 26.68 26.49 26.32 26.62 26.63 26.45 26.53 26.57 26.69 26.67 26.84 26.69 26.57 26.32 26.52 7 50 Nervio irregular Area=0.0454m2 perimetro=0.85m Ref 5#3+est#2@0.15 conc 1:2:2 y fy=2800Kg/cm2 M 33.23 33.3 33.54 33.68 33.81 33.42 33.37 33.59 33.76 33.28 33.35 33.23 33.49 33.76 33.53 33.35 33.66 33.7 33.49 33.54 33.6 33.77 33.75 33.96 33.76 33.61 33.33 33.542 7 51 Nervio a 26º (27+17x15) con ref 6#4+est#2@0.15 concreto 1:2:2 y fy=2800Kgf/cm2 M 40.17 40.25 40.53 40.68 40.89 40.42 40.34 40.6 40.82 40.22 40.3 40.17 40.48 40.82 40.53 40.31 40.68 40.73 40.48 40.54 40.64 40.82 40.79 41.05 40.82 40.65 40.27 40.532 7 52 Nervio de 15x20 con ref 4#4+EST#2@0.10 Concreto 210 y fy=2800 Kgf/cm2 (Inc encofrado) M 32.07 32.13 32.39 32.51 32.64 32.25 32.2 32.42 32.58 32.11 32.19 32.07 32.32 32.58 32.37 32.19 32.49 32.52 32.32 32.39 32.44 32.62 32.55 32.77 32.58 32.44 32.15 32.372 7 53 NERVIO A 45° REF 7 N° 4 EST N° 3 @ 0.30 m; f'c = 210 kg/cm2. INC MOLDEADO M3 565.7 566.69 571.06 573.39 575.57 568.98 567.95 571.95 574.89 566.4 567.4 565.7 570.07 574.62 570.72 567.46 573.09 573.61 569.89 571.12 572.22 575.08 574.45 577.96 574.79 572.32 566.88 570.82 7 54 Nervio de 15x10 4#3+EST#2@0.20 Concreto 210 y fy=2800 Kg/cm2; Incluye encofrado M 15.06 15.11 15.19 15.25 15.31 15.17 15.13 15.22 15.3 15.09 15.12 15.06 15.18 15.29 15.19 15.12 15.25 15.26 15.17 15.19 15.24 15.31 15.28 15.38 15.3 15.24 15.11 15.192 7 55 Nervio en L de 30x15+15x15 Ref 8#4+2E#3@0.15 concreto 210 y fy2800 Kg/cm2 Incluye encofrado M 52.62 52.75 53.13 53.34 53.54 52.94 52.84 53.21 53.47 52.7 52.79 52.62 53.04 53.45 53.1 52.79 53.32 53.37 53.03 53.13 53.23 53.49 53.45 53.77 53.46 53.23 52.75 53.112 7 56 Nervio en T de 40x15+15x15 Ref 10#4+2E#3@0.15 concreto 210 y fy=2800 Kg/cm2 Incluye encofrado M 62.73 62.83 63.34 63.61 63.82 63.08 62.97 63.43 63.77 62.82 62.91 62.73 63.24 63.74 63.31 62.92 63.56 63.62 63.21 63.34 63.47 63.78 63.71 64.09 63.76 63.49 62.86 63.312 7 57 Nervio en T de 45x15+15x15 Ref 10#4+2E#3@0.15 concreto 210 y fy=2800 Kg/cm2 Incluye encofrado M 67.26 67.35 67.91 68.19 68.45 67.65 67.5 68.02 68.36 67.34 67.44 67.26 67.79 68.33 67.86 67.44 68.13 68.21 67.76 67.91 68.05 68.39 68.3 68.71 68.34 68.07 67.39 67.862 7 58 Nervio en L de 40x15+20x15 Ref 8#4+2E#3@0.15 concreto 210 y fy=2800 Kg/cm2 Incluye encofrado M 65.94 66.07 66.54 66.84 67.11 66.33 66.19 66.67 67.03 66.02 66.13 65.94 66.44 66.99 66.53 66.14 66.82 66.87 66.42 66.56 66.68 67.05 66.96 67.4 67.02 66.7 66.09 66.532 7 59 Nervio en L de 35x15+18x15 Ref 8#4+2E#3@0.15 concreto 210 y fy=2800 Kg/cm2 Incluye encofrado M 59.95 60.06 60.49 60.75 60.99 60.29 60.16 60.6 60.91 60.01 60.1 59.95 60.38 60.88 60.48 60.11 60.74 60.79 60.36 60.5 60.62 60.92 60.86 61.24 60.9 60.63 60.06 60.482 7 60 Nervio en L de 35x15+18x15 Ref 8#4+2E#3@0.15 concreto 210 y fy=2800 Kg/cm2 Incluye encofrado M 51.66 51.76 52.13 52.35 52.55 51.97 51.86 52.22 52.48 51.73 51.82 51.66 52.06 52.46 52.12 51.82 52.32 52.38 52.05 52.14 52.25 52.51 52.45 52.79 52.47 52.25 51.77 52.122 7 61 Nervio en T de 35x15+10x15 Ref 10#4+2E#3@0.15 concreto 210 y fy=2800 Kg/cm2 Incluye encofrado M 56.78 56.89 57.31 57.56 57.79 57.12 57 57.42 57.71 56.86 56.95 56.78 57.22 57.7 57.28 56.95 57.53 57.57 57.2 57.33 57.45 57.73 57.68 58.02 57.7 57.46 56.9 57.292 7 62 Nervio N-6 de 40x15 con 4#4+E#3@0.15 (Incluye encofrado) M 36.64 36.71 37 37.15 37.3 36.85 36.81 37.05 37.28 36.7 36.76 36.64 36.95 37.23 36.98 36.77 37.13 37.18 36.92 37 37.08 37.28 37.22 37.45 37.27 37.08 36.73 36.982 7 63 Nervio con 3 bloques 2 de 10+1 de 15 4#3+2#4+Est#2@0.40 Conc 210 M 39.79 39.86 40.19 40.32 40.49 40.05 39.96 40.24 40.43 39.84 39.9 39.79 40.1 40.42 40.13 39.9 40.3 40.34 40.08 40.21 40.25 40.45 40.42 40.64 40.43 40.25 39.89 40.152 7 64 Nervio de 15x30 con ref 6#3+Est#2@0.15 Conc 210 y acero G40 incluye encofrado y acelerante de frag. M3 567.42 568.45 572.85 575.31 577.52 570.77 569.67 573.94 576.74 568.1 569.28 567.42 571.99 576.52 572.64 569.32 575.07 575.46 571.7 572.94 574.15 576.85 576.42 580.05 576.65 574.22 568.6 572.682 7 65 Nervio de 15x30 con ref 4#4+Est#3@0.15 Conc 210 y acero G40 incluye encofrado M 28.62 28.66 28.9 29.01 29.14 28.8 28.73 28.94 29.09 28.65 28.71 28.62 28.84 29.08 28.87 28.72 29 29.03 28.83 28.9 28.96 29.09 29.07 29.25 29.09 28.96 28.68 28.882 7 66 Nervio de 15x17 con ref 4#4+Est#2@0.15 Conc 210 y acero G40 incluye encofrado M 18.63 18.67 18.79 18.88 18.96 18.74 18.71 18.83 18.93 18.66 18.69 18.63 18.77 18.92 18.78 18.69 18.87 18.89 18.77 18.81 18.84 18.94 18.92 19.04 18.93 18.84 18.67 18.792 7 67 Nervio de 15x40 con 4#4+Est#2@0.10 conc f'c=210 Kg/cm2 Incluye encofrado en 2 caras M3 624.11 625.22 630.1 632.67 635.12 627.81 626.62 631.1 634.34 624.91 626.01 624.11 629.02 634.06 629.74 626.1 632.34 632.92 628.83 630.18 631.4 634.55 633.9 637.79 634.23 631.5 625.43 629.812 7 68 Nervio de 0.15x0.25m; ref 4#4+2#3+est#2@0.20m; f'c=210 Kg/cm2; incluye encofrado M 27.6 27.64 27.84 27.97 28.08 27.75 27.72 27.9 28.03 27.62 27.67 27.6 27.81 28.03 27.84 27.67 27.97 27.99 27.79 27.84 27.91 28.03 28.02 28.2 28.03 27.92 27.65 27.842 7 69 Nervio en L de 0.25x0.15m+0.10x0.15m; ref 6#4+est#2@0.15m; f'c=210 Kgf/cm2; incluye encofrado M 33.09 33.16 33.4 33.55 33.67 33.29 33.22 33.45 33.62 33.13 33.2 33.09 33.37 33.61 33.4 33.2 33.54 33.55 33.35 33.4 33.47 33.62 33.59 33.82 33.62 33.49 33.16 33.42 7 70 Nervio de 0.15x0.15m; ref 4#3+est#2@0.15m; f'c=210 Kgf/cm2; incluye encofrado M 17.32 17.36 17.48 17.56 17.61 17.43 17.38 17.52 17.59 17.33 17.37 17.32 17.46 17.59 17.47 17.38 17.56 17.56 17.44 17.48 17.54 17.6 17.59 17.72 17.59 17.54 17.36 17.472 7 71 Nervio en L de 0.60x0.20+40x0.20m con bloques de concreto; ref 11#5+2est#3@0.20m; concreto grout f'c=180Kg/cm2 M 72.77 72.91 73.47 73.77 74.07 73.21 73.05 73.59 73.96 72.87 72.99 72.77 73.33 73.92 73.42 72.99 73.74 73.78 73.31 73.47 73.61 73.98 73.9 74.38 73.94 73.62 72.93 73.422 7 72 Nervio de 0.80x0.20 m con bloques de concreto; ref 8#5+(est#3+2grapas)#3@0.20m; concreto grout f'c=180Kg/cm2 M 53.98 54.07 54.48 54.69 54.91 54.3 54.2 54.59 54.86 54.05 54.14 53.98 54.39 54.83 54.44 54.14 54.68 54.72 54.38 54.5 54.59 54.89 54.81 55.17 54.83 54.62 54.08 54.452 7 73 Nervio de 0.20x0.20m; ref 4#4+est#3@0.20m; f'c=210 Kg/cm2; incluye encofrado M 26.74 26.78 26.98 27.09 27.2 26.88 26.84 27.02 27.15 26.76 26.8 26.74 26.93 27.14 26.95 26.8 27.08 27.1 26.93 26.99 27.03 27.17 27.14 27.3 27.15 27.03 26.79 26.972 8 1 COLUMNA 35X35 4#6+4#5+2EST#3 DIST VARIABLE M3 740.69 742.02 747.8 750.83 753.73 745.06 743.73 748.99 752.84 741.65 742.98 740.69 746.47 752.47 747.36 743.06 750.47 751.13 746.25 747.87 749.36 753.07 752.24 756.91 752.69 749.51 742.25 747.432 8 2 COLUMNA 55X35 4#8+4#7+(EST#4+2GAN#3) DIST VARIABLE M3 882.35 883.94 890.82 894.44 897.89 887.56 885.97 892.24 896.83 883.5 885.09 882.35 889.24 896.38 890.3 885.18 894 894.79 888.97 890.91 892.68 897.09 896.12 901.68 896.65 892.86 884.21 890.382 8 3 COLUMNA EN T 40X20+20X20 8#6 + #3 @ 20CM F´C=210 M3 1041.33 1043.2 1051.32 1055.58 1059.66 1047.48 1045.59 1052.99 1058.42 1042.67 1044.55 1041.33 1049.46 1057.89 1050.7 1044.65 1055.07 1056 1049.15 1051.43 1053.51 1058.73 1057.58 1064.13 1058.21 1053.72 1043.51 1050.812 8 4 COLUMNA EN L 7#6+ #3 @20 CM F´C=210 M3 998.95 1000.74 1008.54 1012.62 1016.53 1004.85 1003.03 1010.13 1015.34 1000.24 1002.04 998.95 1006.75 1014.84 1007.94 1002.14 1012.13 1013.02 1006.45 1008.64 1010.63 1015.64 1014.54 1020.82 1015.14 1010.83 1001.04 1008.042 8 5 COLUMNA 20X40 4#6+ #3 @ 20CM F´C=210 M3 961.83 963.55 971.06 974.99 978.76 967.51 965.76 972.6 977.61 963.07 964.8 961.83 969.34 977.13 970.49 964.9 974.51 975.38 969.05 971.16 973.07 977.9 976.84 982.89 977.42 973.27 963.84 970.582 8 6 COLUMNA(20*30)6 DE 5/8"+2 DE 1/2"+1 DE 3/8" @15 CM M 44.56 44.64 44.99 45.17 45.34 44.82 44.74 45.06 45.29 44.61 44.7 44.56 44.91 45.27 44.96 44.7 45.15 45.19 44.89 44.99 45.08 45.3 45.25 45.53 45.28 45.09 44.65 44.962 8 7 COLUMNA(30*30)6 DE 5/8"+2 DE 1/2"+1 DE 3/8" @ 12CM M 60.22 60.33 60.8 61.05 61.28 60.58 60.47 60.9 61.21 60.3 60.41 60.22 60.69 61.18 60.77 60.42 61.02 61.07 60.68 60.81 60.93 61.23 61.16 61.54 61.2 60.94 60.35 60.772 8 8 Columna circular con Ø=0.20 m; ref 4#5+Esp#3@0.15 m; f'c=210Kg/cm2; inc encofrado M3 1126.59 1128.63 1137.4 1142.01 1146.41 1133.24 1131.2 1139.2 1145.07 1128.04 1130.08 1126.59 1135.38 1144.5 1136.74 1130.19 1141.46 1142.46 1135.04 1137.51 1139.76 1145.41 1144.16 1151.26 1144.84 1140 1128.94 1136.842 8 9 COLUMNA (25*25) 4 DE 5/8"+ 1 DE 3/8" @ 12 CMS M 38.98 39.05 39.36 39.52 39.67 39.22 39.14 39.42 39.62 39.03 39.11 38.98 39.29 39.61 39.34 39.11 39.5 39.53 39.28 39.36 39.44 39.64 39.59 39.84 39.62 39.45 39.07 39.342 8 10 COLUMNA EN L 40X20+20X20 8#4+2EST#2@10 M3 583.05 584.1 588.65 591.04 593.31 586.49 585.44 589.58 592.61 583.81 584.86 583.05 587.6 592.32 588.3 584.92 590.75 591.27 587.43 588.7 589.88 592.79 592.14 595.82 592.5 589.99 584.27 588.362 8 11 COLUMNA EN L 40X15+25X15 8#3+2EST#2@15 M3 490.99 491.87 495.7 497.71 499.63 493.89 493 496.49 499.04 491.63 492.51 490.99 494.82 498.8 495.41 492.56 497.47 497.91 494.67 495.75 496.74 499.19 498.64 501.74 498.94 496.83 492.02 495.462 8 12 COLUMNA(40X40) 8#5+EST#3+2GAN#3 F´C=210 M3 609.48 610.57 615.33 617.82 620.2 613.07 611.97 616.3 619.47 610.27 611.36 609.48 614.23 619.17 614.96 611.43 617.52 618.07 614.05 615.39 616.61 619.66 618.98 622.82 619.35 616.73 610.76 615.022 8 13 COLUMNA(40X15) 8#4+2EST#2@15 F´C=210 M3 738.05 739.37 745.13 748.16 751.04 742.4 741.07 746.32 750.15 739.01 740.33 738.05 743.81 749.78 744.69 740.41 747.79 748.45 743.59 745.21 746.69 750.38 749.55 754.21 750 746.83 739.6 744.772 8 14 COLUMNA 40X20 4#4+2#3+(EST#3+GAN#2)@15 F´C=210 M3 653.42 654.6 659.7 662.37 664.93 657.28 656.1 660.74 664.14 654.27 655.45 653.42 658.52 663.81 659.31 655.52 662.05 662.64 658.33 659.76 661.07 664.34 663.61 667.74 664.01 661.2 654.8 659.372 8 15 Columna en L 0.55x0.25+0.15x0.20m; 4#5+4#3+(Est#3+Est#2)@0.15 m; f'c=210kg/cm2; inc encofrado M3 362.5 363.15 365.97 367.46 368.87 364.63 363.98 366.56 368.44 362.97 363.62 362.5 365.32 368.26 365.76 363.66 367.28 367.61 365.21 366.01 366.74 368.55 368.15 370.43 368.37 366.81 363.26 365.792 8 17 COLUMNA 40X30 4#4+4#5+EST#3+EST#2@15 M3 618.88 619.99 624.82 627.35 629.78 622.54 621.41 625.81 629.04 619.68 620.79 618.88 623.71 628.73 624.45 620.86 627.04 627.6 623.53 624.88 626.12 629.23 628.54 632.43 628.92 626.24 620.18 624.522 8 18 COLUMNA EN T 40X20+20X20 6#3+4#4+2EST#3@15 M3 475.95 476.8 480.51 482.47 484.33 478.76 477.9 481.29 483.75 476.57 477.43 475.95 479.66 483.52 480.24 477.47 482.23 482.66 479.52 480.57 481.52 483.91 483.37 486.37 483.66 481.61 476.95 480.282 8 19 COLUMNA 55X25 4#5+4#3+(EST#3+2GAN#2)@15 M3 614.13 615.23 620.02 622.54 624.94 617.75 616.65 621.01 624.2 614.92 616.03 614.13 618.92 623.89 619.66 616.09 622.23 622.79 618.74 620.09 621.31 624.39 623.71 627.58 624.08 621.44 615.42 619.712 8 20 COLUMNA 40X25 4#5+2#3+(EST#3+GAN#2)@15 M3 668.56 669.76 674.98 677.72 680.33 672.51 671.3 676.05 679.53 669.43 670.63 668.56 673.78 679.19 674.58 670.7 677.39 677.99 673.58 675.05 676.38 679.73 678.99 683.2 679.39 676.52 669.96 674.642 8 21 COLUMNA (20X25) 4Í ½" + 1Í ¼" @ 15 CM. 1:2:2 M 23.65 23.7 23.88 23.98 24.07 23.79 23.75 23.92 24.04 23.68 23.73 23.65 23.84 24.03 23.87 23.73 23.97 23.99 23.83 23.88 23.93 24.05 24.02 24.17 24.04 23.94 23.7 23.872 8 22 COLUMNA BLOQUE (35X40) 4#4 + #2 A 20CMS. M 48.84 48.93 49.31 49.51 49.7 49.13 49.04 49.39 49.64 48.91 48.99 48.84 49.22 49.62 49.28 49 49.49 49.53 49.21 49.32 49.41 49.66 49.61 49.91 49.63 49.42 48.95 49.292 8 23 COLUMNA BLOQUE DE 20X20X40 (#4+1#2 A10CM.) M 33.87 33.93 34.2 34.33 34.47 34.07 34.01 34.25 34.43 33.91 33.98 33.87 34.14 34.41 34.18 33.98 34.32 34.35 34.13 34.2 34.27 34.44 34.4 34.61 34.42 34.27 33.94 34.182 8 24 COLUMNA BLOQUE 20X20X40 (8Í3/8"+1ͼ"@10CM.) M 27.75 27.8 28.01 28.13 28.23 27.91 27.86 28.06 28.2 27.78 27.83 27.75 27.96 28.19 28 27.83 28.11 28.14 27.95 28.02 28.07 28.21 28.18 28.35 28.2 28.08 27.8 282 8 25 COLUMNA BLOQUE 15CMSREF. 2#4 EST. #2@20CMS H=2M M 25.69 25.73 25.93 26.04 26.14 25.84 25.79 25.97 26.11 25.72 25.77 25.69 25.89 26.09 25.92 25.77 26.03 26.05 25.88 25.93 25.99 26.11 26.09 26.25 26.1 25.99 25.74 25.922 8 26 COLUMNA EN L 40X20+20X20 7#4+1#3+2EST#2@15 M3 569.97 570.99 575.44 577.78 580 573.33 572.31 576.35 579.32 570.71 571.73 569.97 574.42 579.03 575.1 571.8 577.5 578.01 574.25 575.5 576.64 579.49 578.86 582.45 579.2 576.75 571.17 575.162 8 27 COLUMNA D=25 3#3+3#4+ESPIRAL#2@15 F´C=210 M3 808.02 809.48 815.78 819.09 822.25 812.79 811.34 817.07 821.27 809.07 810.53 808.02 814.33 820.87 815.3 810.61 818.69 819.42 814.09 815.86 817.48 821.52 820.62 825.72 821.11 817.64 809.72 815.38

2 8 28 COLUMNA BLOQUE DE 20X20X40 (4Í5/8"+4ͽ"+1ͼ"@10CM) M 37.15 37.22 37.51 37.66 37.81 37.37 37.3 37.57 37.76 37.2 37.27 37.15 37.44 37.74 37.49 37.27 37.64 37.68 37.43 37.51 37.59 37.77 37.73 37.97 37.75 37.59 37.23 37.492 8 29 COLUMNA BLOQUE DE 20 4#4 Y EST. #3 A CADA 20CMS M 50.06 50.15 50.54 50.74 50.94 50.35 50.26 50.62 50.88 50.12 50.21 50.06 50.45 50.85 50.51 50.22 50.72 50.76 50.43 50.54 50.64 50.89 50.84 51.15 50.87 50.65 50.16 50.512 8 30 COLUMNA BLOQUE 20X20X40 (4#3 EST.#2@15CMS) M 33.06 33.12 33.38 33.51 33.64 33.26 33.2 33.43 33.6 33.1 33.16 33.06 33.32 33.59 33.36 33.17 33.5 33.53 33.31 33.38 33.45 33.61 33.58 33.79 33.6 33.46 33.13 33.362 8 31 COLUMNA DE 50X20 4#64#8 EST. #3@10 INCLUYE MOLDEADO M3 968.64 970.37 977.88 981.82 985.59 974.33 972.57 979.42 984.44 969.89 971.62 968.64 976.16 983.96 977.31 971.71 981.34 982.2 975.87 977.98 979.9 984.73 983.66 989.72 984.25 980.09 970.65 977.42 8 32 COLUMNA DE 30X30CMS 4#5+4#4 EST 3/8@15CMS M3 819.08 820.55 826.94 830.3 833.49 823.91 822.44 828.25 832.51 820.14 821.62 819.08 825.47 832.1 826.45 821.7 829.89 830.63 825.22 827.03 828.66 832.76 831.86 837.02 832.35 828.83 820.8 826.532 8 33 COLUMNA L 40X15CMS 8#3 EST. #2 @ 15 CMS M 33.58 33.63 33.87 33.99 34.1 33.76 33.7 33.91 34.07 33.62 33.67 33.58 33.81 34.05 33.85 33.68 33.97 34 33.8 33.87 33.93 34.08 34.04 34.23 34.06 33.93 33.64 33.852 8 34 COLUMNA CIRCULAR D=25 3#4+3#3+EST#2@15 (ML) M 76.94 77.08 77.66 77.97 78.26 77.39 77.25 77.78 78.17 77.04 77.18 76.94 77.53 78.14 77.62 77.18 77.93 78 77.51 77.67 77.82 78.2 78.11 78.59 78.16 77.84 77.1 77.632 8 35 COLUMNA DE 20X40CMS 2#34#4 EST. #2 @ 15CMS M 29.61 29.66 29.86 29.97 30.08 29.77 29.72 29.91 30.04 29.64 29.69 29.61 29.82 30.03 29.85 29.7 29.96 29.98 29.81 29.87 29.92 30.05 30.02 30.19 30.04 29.92 29.67 29.852 8 36 COLUMNA 30X30CM; 6#5 EST. #3 @ 15CMS M3 730.1 731.41 737.1 740.1 742.94 734.4 733.09 738.28 742.08 731.04 732.36 730.1 735.79 741.7 736.67 732.43 739.73 740.39 735.58 737.18 738.64 742.29 741.48 746.09 741.92 738.79 731.63 736.742 8 37 COLUMNA DE BLOQUE 20X20X40 4#4 EST. #2@15CM M 34.2 34.26 34.52 34.66 34.8 34.4 34.34 34.58 34.76 34.24 34.3 34.2 34.46 34.74 34.5 34.31 34.65 34.68 34.45 34.53 34.6 34.77 34.73 34.95 34.75 34.6 34.27 34.512 8 38 COLUMNA 1X0.4M 4#9+4#8+4#3 EST.#3 @ 8 Y 16CM M3 502.5 503.4 507.32 509.38 511.34 505.46 504.56 508.13 510.74 503.15 504.05 502.5 506.42 510.49 507.02 504.1 509.13 509.58 506.27 507.37 508.38 510.89 510.33 513.5 510.64 508.48 503.55 507.072 8 39 COLUMNA 60X30CM 6#6 EST. #3 @ 10 Y 20 CMS M3 586.05 587.1 591.67 594.08 596.36 589.5 588.45 592.61 595.66 586.8 587.86 586.05 590.62 595.36 591.32 587.92 593.78 594.31 590.44 591.73 592.9 595.84 595.19 598.88 595.54 593.02 587.27 591.382 8 40 COLUMNA 30X30CM 8#7 EST. #3 @ 6 CM M3 986.44 988.22 995.91 999.96 1003.8 992.26 990.49 997.49 1002.62 987.72 989.5 986.44 994.14 1002.12 995.32 989.6 999.46 1000.35 993.84 996.01 997.98 1002.92 1001.83 1008.05 1002.42 998.18 988.51 995.422 8 41 COLUMNA 40X40CMS 8#9 EST.#3+GRAPA#3@8 Y 16CM M3 769.91 771.29 777.3 780.45 783.46 774.45 773.06 778.53 782.54 770.9 772.29 769.91 775.91 782.15 776.84 772.37 780.07 780.76 775.68 777.38 778.92 782.77 781.92 786.77 782.38 779.07 771.52 776.912 8 42 COLUMNA 40X40CM 4#8+4#6 EST. Y GRAPAS #3 M3 592.11 593.17 597.79 600.22 602.53 595.6 594.53 598.74 601.82 592.87 593.94 592.11 596.73 601.52 597.43 594 599.92 600.46 596.55 597.85 599.03 602 601.34 605.07 601.7 599.15 593.35 597.492 8 43 COLUMNA 40X40CM REF. 4#6+4#5 EST. #3 M3 481.59 482.46 486.22 488.19 490.07 484.43 483.57 486.99 489.49 482.22 483.09 481.59 485.35 489.25 485.93 483.13 487.95 488.38 485.21 486.26 487.23 489.64 489.11 492.14 489.39 487.33 482.6 485.972 8 44 COLUMNA 30X30CM 4#6 EST. #3@6 Y 12 CMS M3 917.55 919.2 926.36 930.12 933.69 922.96 921.31 927.83 932.6 918.73 920.39 917.55 924.71 932.13 925.81 920.48 929.66 930.49 924.43 926.45 928.28 932.88 931.86 937.65 932.41 928.47 919.47 925.892 8 45 COLUMNA CIRCULAR D=40CM 6#7 Y EST.#3 @ 15CM M 57.16 57.26 57.71 57.94 58.16 57.5 57.39 57.8 58.1 57.23 57.33 57.16 57.6 58.07 57.67 57.34 57.91 57.96 57.59 57.71 57.83 58.11 58.05 58.41 58.08 57.84 57.28 57.682 8 46 COLUMNA CIRCULAR D=40CMS 6#7 Y EST.#3 @ 15 CM M 73.19 73.32 73.89 74.2 74.48 73.62 73.49 74.01 74.39 73.29 73.42 73.19 73.76 74.36 73.85 73.43 74.16 74.22 73.74 73.9 74.05 74.42 74.33 74.8 74.38 74.06 73.35 73.862 8 47 COLUMNA CIRCULAR D=15CMS 6#6 Y EST. #3 @ 15 CMS M 73.45 73.58 74.16 74.46 74.75 73.89 73.75 74.27 74.66 73.55 73.68 73.45 74.03 74.62 74.11 73.69 74.42 74.49 74 74.16 74.31 74.68 74.6 75.06 74.64 74.33 73.61 74.122 8 48 COLUMNA CIRCULAR D=30CMS 4#7+4#6 Y EST. #3@10CMS M3 623.27 624.39 629.25 631.8 634.23 626.95 625.83 630.25 633.48 624.08 625.2 623.27 628.13 633.17 628.88 625.27 631.49 632.05 627.94 629.31 630.56 633.67 632.98 636.9 633.36 630.68 624.58 628.942 8 49 COLUMNA(30*30)4#5+1#7#3@6CM F´C=280 M3 485.92 486.79 490.58 492.57 494.47 488.78 487.91 491.36 493.89 486.55 487.42 485.92 489.71 493.64 490.29 487.47 492.33 492.77 489.56 490.63 491.6 494.04 493.5 496.56 493.79 491.7 486.94 490.342 8 50 COLUMNA 30*35 7#6+1#8 #3@15 F´C=280 M3 542.04 543.02 547.25 549.47 551.59 545.24 544.27 548.11 550.94 542.75 543.72 542.04 546.27 550.66 546.92 543.78 549.2 549.69 546.11 547.3 548.39 551.1 550.5 553.91 550.82 548.49 543.18 546.982 8 51 COLUMNA 25*40 4#5+1#6 #3@8CM F´C=280 M3 525.95 526.9 531 533.16 535.21 529.06 528.11 531.84 534.58 526.63 527.58 525.95 530.06 534.31 530.69 527.64 532.9 533.37 529.9 531.05 532.11 534.74 534.16 537.47 534.47 532.21 527.06 530.742 8 52 COLUMNA 30*25 4#4#2@6CM F´C=280 M3 276.94 277.44 279.6 280.74 281.82 278.57 278.08 280.04 281.48 277.3 277.8 276.94 279.1 281.34 279.43 277.83 280.6 280.85 279.02 279.63 280.18 281.57 281.26 283.01 281.43 280.24 277.52 279.462 8 53 COLUMNA 25*40 4#6+1#7 #3@8CM F´C=280 M3 601.68 602.76 607.46 609.92 612.27 605.23 604.15 608.42 611.55 602.46 603.55 601.68 606.38 611.25 607.1 603.61 609.62 610.17 606.19 607.52 608.72 611.73 611.07 614.86 611.43 608.84 602.94 607.162 8 54 COLUMNA(25*40) 4#4+2#5+#3@15CM F´C=280 M3 594.34 595.4 599.99 602.4 604.69 597.81 596.75 600.93 603.99 595.1 596.16 594.34 598.93 603.69 599.64 596.22 602.1 602.63 598.75 600.05 601.22 604.17 603.52 607.23 603.87 601.34 595.57 599.692 8 55 COLUMNA(20*40) 4#4+2#5+#3@15CM F´C=280 M3 651.36 652.5 657.43 660.02 662.49 655.09 653.95 658.44 661.73 652.18 653.32 651.36 656.29 661.41 657.05 653.38 659.71 660.27 656.1 657.49 658.76 661.92 661.22 665.21 661.61 658.89 652.68 657.112 8 56 COLUMNA(22.5*40) 4#4+2#5+#3@15CM F´C=210 M3 693.74 694.95 700.21 702.98 705.61 697.72 696.5 701.29 704.8 694.61 695.83 693.74 699 704.46 699.81 695.9 702.64 703.25 698.8 700.28 701.64 705.01 704.26 708.51 704.67 701.77 695.15 699.882 8 57 COLUMNA(30*40) 8#5+#2@15+#3@15CM F´C=210 M3 599.23 600.28 604.8 607.18 609.45 602.66 601.61 605.73 608.75 599.99 601.03 599.23 603.76 608.46 604.46 601.09 606.89 607.41 603.59 604.86 606.03 608.93 608.28 611.94 608.64 606.14 600.45 604.512 8 58 COLUMNA(55*40) 4#5+4#3+#3@15CM F´C=210 M3 519.77 520.67 524.57 526.62 528.58 522.72 521.82 525.37 527.98 520.42 521.32 519.77 523.67 527.73 524.27 521.37 526.37 526.82 523.52 524.62 525.63 528.13 527.57 530.73 527.88 525.72 520.81 524.322 8 59 COLUMNA(40*40) 7#4+2#3+#2@15CM F´C=210 M3 525.17 526.08 530.02 532.1 534.08 528.15 527.24 530.84 533.47 525.82 526.73 525.17 529.11 533.21 529.72 526.78 531.85 532.3 528.96 530.07 531.09 533.62 533.06 536.25 533.37 531.19 526.23 529.772 8 60 COLUMNA(40*40) 8#3+#2@15CM F´C=210 M3 534.56 535.49 539.51 541.63 543.64 537.61 536.68 540.34 543.02 535.23 536.16 534.56 538.59 542.76 539.2 536.21 541.37 541.83 538.43 539.56 540.6 543.18 542.6 545.85 542.92 540.7 535.64 539.252 8 62 COLUMNA (35X35) 4#5 + 4#4 + EST #3 @ 10 Y 20 CM M3 812.58 813.95 820.32 823.78 826.69 817.17 815.76 821.5 825.81 813.6 815.12 812.58 818.83 825.35 819.86 815.17 823.41 823.93 818.69 820.5 821.81 826.17 825.13 830.36 825.61 821.89 814.46 819.92 8 63 COLUMNA (35X35) 8#5 + EST + 2 GAN #3 @ 10 Y 20 CM M3 943.48 945.08 952.46 956.44 959.86 948.84 947.2 953.85 958.85 944.67 946.43 943.48 950.72 958.31 951.95 946.47 956.01 956.64 950.55 952.65 954.25 959.21 958.06 964.12 958.62 954.34 945.62 951.992 8 64 COLUMNA BLOQUE 20x20x40 6#5 + EST #2@15 M 39.38 39.44 39.76 39.93 40.08 39.61 39.53 39.83 40.03 39.42 39.5 39.38 39.69 40 39.73 39.51 39.9 39.94 39.68 39.76 39.85 40.04 40 40.25 40.02 39.85 39.46 39.732 8 65 COLUMNA (20x40) 4#3 Est #2 @15cm f´c=210 kg/cm2 M3 148.6 148.86 150 150.59 151.16 149.46 149.2 150.23 150.99 148.79 149.05 148.6 149.74 150.91 149.91 149.07 150.52 150.65 149.69 150.01 150.3 151.03 150.87 151.79 150.96 150.33 148.91 149.922 8 66 CAPITEL DE CONCRETO PLANO PARA COLUMNAS DE 0.50x0.30x0.05 U 5.52 5.53 5.57 5.59 5.61 5.55 5.54 5.58 5.61 5.52 5.53 5.52 5.56 5.6 5.57 5.53 5.59 5.59 5.56 5.57 5.58 5.61 5.6 5.64 5.61 5.58 5.53 5.572 8 67 Columna de 30x30 con ref 8#4+EST#3@0.12 Concreto 210 y fy=2800 Kg/cm2 (incluye encofrado) M3 648.45 649.62 654.65 657.32 659.88 652.3 651.1 655.7 659.09 649.26 650.45 648.45 653.53 658.79 654.3 650.55 656.99 657.59 653.32 654.75 656.01 659.28 658.6 662.66 658.98 656.14 649.83 654.382 8 68 COLUMNA (30X30) 4#5+EST.#3@15. F´C=210 KG/CM2 M3 797.74 798.87 805.31 808.63 811.59 802.19 800.74 806.52 810.71 798.53 800.09 797.74 803.77 810.21 804.84 800.13 808.26 808.76 803.64 805.51 806.85 811.06 809.98 815.11 810.49 806.91 799.42 804.872 8 69 COLUMNA (30X30) 4#6+2BASTONES#5 EST#3@8 Y 15. F´C=210KG/CM2 M3 990.1 991.61 999.55 1003.68 1007.35 995.74 993.9 1001.06 1006.29 991.19 993.06 990.1 997.61 1005.65 998.9 993.13 1003.19 1003.9 997.45 999.71 1001.48 1006.71 1005.35 1011.71 1006 1001.58 992.16 998.942 8 70 COLUMNA (30X30) 4#5+2BASTONES#5 EST#3@8Y15. F´C=210KG/CM2 M3 930.29 931.71 939.16 943 946.48 935.58 933.87 940.55 945.45 931.29 933.06 930.29 937.35 944.87 938.58 933.1 942.58 943.19 937.19 939.32 940.97 945.84 944.61 950.58 945.19 941.03 932.26 938.612 8 71 COLUMNA (40X35) 4#7+4#6 EST#3+2GAN#3@10(Z.C.)Y15(Z.I.). F´C=210KG/CM2 M3 984.15 985.67 993.55 997.62 1001.33 989.76 987.95 995.05 1000.22 985.24 987.11 984.15 991.67 999.66 992.97 987.2 997.12 997.85 991.46 993.74 995.5 1000.61 999.35 1005.66 999.96 995.6 986.2 9932 8 72 COLUMNA (40X30) 8#5 EST+2GAN#3@10 (Z.C.)Y 15 (Z.I.). F´C=210KG/CM2 M3 829.21 830.46 837.08 840.51 843.62 833.9 832.38 838.34 842.71 830.1 831.7 829.21 835.5 842.21 836.62 831.73 840.11 840.68 835.33 837.27 838.72 843.02 841.96 847.3 842.49 838.81 830.94 836.652 8 73 COLUMNA IRREGULAR A=0.18M2 5#5+3#7 EST#3@10. F´C=210 KG/CM2 M3 1093.79 1095.43 1104.18 1108.72 1112.81 1099.96 1097.97 1105.83 1111.59 1094.93 1097.03 1093.79 1102.12 1110.95 1103.55 1097.11 1108.18 1108.94 1101.88 1104.43 1106.34 1112.04 1110.63 1117.65 1111.31 1106.46 1096.08 1103.592 8 74 COLUMNA (70X20) 10#5 3EST #3@10. F´C=210 KG/CM2. M3 1083.4 1085.05 1093.71 1098.17 1102.23 1089.54 1087.58 1095.36 1101.05 1084.59 1086.68 1083.4 1091.64 1100.4 1093.1 1086.72 1097.65 1098.4 1091.41 1093.95 1095.85 1101.45 1100.09 1107.05 1100.77 1095.97 1085.68 1093.132 8 75 COLUMNA (40X35) 4#6+4#5 EST+2GAN #3@10 F´C=210 KG/CM2. M3 582.22 583.07 587.76 590.15 592.36 585.51 584.45 588.66 591.71 582.85 583.98 582.22 586.64 591.36 587.43 584 589.9 590.3 586.53 587.89 588.91 591.95 591.19 594.92 591.56 588.96 583.43 587.442 8 76 COLUMNA (50X50CM) 12#7 +2EST #3@10. F´C=210KG/CM2 M3 904.68 906.2 913.36 917.16 920.4 909.88 908.28 914.68 919.44 905.8 907.52 904.68 911.64 919 912.8 907.56 916.72 917.36 911.44 913.52 915.04 919.8 918.72 924.44 919.24 915.16 906.64 912.842 8 77 COLUMNA CIRCULAR D=35 6#4 + ANILLO #2@25 M3 712.65 713.68 719.42 722.39 725.04 716.64 715.35 720.48 724.22 713.36 714.75 712.65 718.06 723.82 718.99 714.8 722.06 722.53 717.94 719.6 720.78 724.59 723.6 728.19 724.05 720.85 714.15 719.032 8 78 Columna de 40 x40 con pico de 20 cm a 45 grados Ref. 8 No4 y Estribo No 3 @ 15 cm FC=210 KG/CM2 M3 274.16 274.64 276.75 277.85 278.92 275.76 275.26 277.18 278.6 274.51 274.99 274.16 276.27 278.46 276.59 275.02 277.72 277.96 276.19 276.78 277.32 278.68 278.38 280.07 278.54 277.37 274.72 276.622 8 79 Columna de 60x70 Ref. 12#8 + 2EST#4@0.10 f'c=280 kg/cm2 y acero G60 Incluye encofrado y castillo M3 675.16 676.36 681.62 684.38 687 679.16 677.91 682.7 686.25 676.06 677.25 675.16 680.41 685.87 681.23 677.34 684.04 684.64 680.23 681.7 683.06 686.46 685.68 689.94 686.14 683.16 676.57 681.282 8 80 Columna de concreto armado 0.85x0.85 mtsRef. 12#8 Est. #3 @ 10 cms ZC y @15 cms Z.I Fc=210KG/CM2 M3 757.98 759.21 765.23 768.35 771.27 762.37 760.95 766.41 770.42 758.87 760.28 757.98 763.83 769.97 764.79 760.37 767.97 768.59 763.63 765.38 766.73 770.65 769.75 774.56 770.21 766.85 759.58 764.862 8 81 Columna de concreto armado Ref. 8#5 Est. #3 @ 12 cms Fc=210KG/CM2 M3 532.51 533.46 537.62 539.8 541.89 535.66 534.68 538.47 541.25 533.2 534.15 532.51 536.67 540.99 537.31 534.21 539.53 540.01 536.51 537.68 538.74 541.41 540.83 544.17 541.14 538.84 533.62 537.362 8 82 COLUMNA REF. 8#6 EST # 3 @ 12 CM CONCRETO F`C = 210 KG/CM2 INCLUYE MOLDEADO M3 494.54 495.43 499.29 501.31 503.25 497.47 496.56 500.08 502.66 495.18 496.07 494.54 498.41 502.42 499 496.12 501.07 501.51 498.26 499.34 500.33 502.81 502.27 505.37 502.56 500.42 495.58 499.052 8 83 Columna en L 0.40x0.15+0.25x0.15m; ref 8#4+2Est#2@0.12 m; f'c=210kg/cm2; inc encofrado M3 524 524.94 529.03 531.18 533.22 527.09 526.15 529.87 532.59 524.68 525.63 524 528.09 532.33 528.72 525.68 530.92 531.39 527.93 529.08 530.13 532.75 532.17 535.48 532.49 530.24 525.1 528.772 8 84 Columna de concreto armado ref 8#6+est.#3@ 10cm fc= 210 kg/cm2 M3 625.75 626.86 631.71 634.23 636.68 629.43 628.28 632.7 635.94 626.56 627.67 625.75 630.6 635.63 631.34 627.73 633.93 634.48 630.42 631.77 633 636.12 635.44 639.33 635.81 633.13 627.05 631.42 8 85 Columna (40x25) ref. 4#4 + estr. #2@15 cms FC=210KG/CM2 INCLUYE MOLDEADO M3 415.12 415.86 419.07 420.74 422.36 417.56 416.79 419.72 421.87 415.65 416.39 415.12 418.34 421.67 418.83 416.43 420.54 420.9 418.21 419.11 419.92 422 421.54 424.12 421.79 420.01 415.98 418.862 8 86 Columna D=25 3#3+3#4+espiral#2@10 f´c=210 INCLUYE LA HECHURA DEL MOLDE M3 628.52 629.64 634.49 637.03 639.47 632.2 631.06 635.48 638.73 629.33 630.44 628.52 633.38 638.41 634.12 630.51 636.72 637.28 633.19 634.55 635.79 638.91 638.23 642.13 638.6 635.91 629.82 634.182 8 87 Columna de bloque de concreto 15 cms 2#4 Est #2 @20cm M 17.96 18 18.14 18.21 18.28 18.07 18.04 18.16 18.26 17.99 18.02 17.96 18.1 18.25 18.13 18.02 18.2 18.22 18.1 18.14 18.17 18.26 18.24 18.36 18.25 18.18 18 18.132 8 88 Columna35x35cms Ref. 8#4+ estrib.#3 @ 15 cm fc=210 kg/cm2 M3 745.07 746.15 752.15 755.25 758.02 749.24 747.89 753.26 757.18 745.81 747.26 745.07 750.72 756.74 751.7 747.32 754.9 755.38 750.58 752.33 753.58 757.54 756.52 761.31 756.97 753.66 746.63 751.732 8 89 Columna35x35cms Ref. 8#6+ estrib.#3 @ 15 cm fc=210 kg/cm2 M3 799.16 800.32 806.74 810.04 813.04 803.64 802.18 807.95 812.15 799.97 801.52 799.16 805.2 811.66 806.27 801.56 809.68 810.2 805.06 806.91 808.29 812.48 811.44 816.56 811.93 808.37 800.83 806.32 8 90 Columna 39x15 ref. 4 # 4 est. # 2@10 cms. conreto 210 Kg/cm2 M3 533.53 534.49 538.65 540.84 542.92 536.67 535.72 539.51 542.28 534.22 535.18 533.53 537.69 542.01 538.33 535.24 540.57 541.05 537.53 538.7 539.77 542.45 541.85 545.22 542.17 539.88 534.65 538.382 8 91 Columna circular de Ø=0.35m ref 6#5+esp#3@0.10m; f'c=210Kg/cm2; incluye encofrado M3 638.87 640 644.96 647.57 650.09 642.65 641.45 645.98 649.32 639.7 640.83 638.87 643.85 649 644.59 640.89 647.24 647.82 643.66 645.07 646.29 649.48 648.78 652.79 649.18 646.41 640.2 644.662 8 92 COLUMNA 40 X 60 10 No. 6; e No. 3 @ 20 cms. M3 822.05 823.53 829.9 833.32 836.55 826.91 825.34 831.23 835.55 823.1 824.53 822.05 828.49 835.14 829.47 824.64 832.88 833.62 828.24 830.05 831.62 835.82 834.88 840.03 835.4 831.79 823.77 829.532 8 93 Columna 20 x 30 4 No. 6 est. No. 3 @ 10 cms. M3 1057.63 1059.53 1067.76 1072.14 1076.25 1063.86 1061.91 1069.49 1074.97 1058.99 1060.87 1057.63 1065.9 1074.47 1067.16 1061.01 1071.59 1072.54 1065.57 1067.91 1069.95 1075.28 1074.13 1080.8 1074.8 1070.17 1059.83 1067.262 8 94 Columna 30x60 cm 10#5 e #3 @ 20 cm concreto premezclado f´c=210 Kg/cm2 M3 666.24 667.44 672.63 675.36 677.96 670.17 668.97 673.7 677.16 667.1 668.3 666.24 671.44 676.83 672.24 668.37 675.03 675.63 671.24 672.7 674.03 677.36 676.63 680.83 677.03 674.17 667.63 672.32 8 95 Columna 20cmx20cm; 6#5 e. #3@20 cm concreto f´c=210 Kg/cm2 premezclado M3 1004.2 1006.01 1013.84 1017.95 1021.87 1010.12 1008.31 1015.45 1020.67 1005.5 1007.31 1004.2 1012.03 1020.16 1013.24 1007.41 1017.45 1018.36 1011.73 1013.94 1015.94 1020.97 1019.86 1026.19 1020.47 1016.15 1006.3 1013.342 8 96 Columna de 20x20 cm 6#5 e #3 @20 cm premezclado f´c=210 Kg/cm2 M3 925.54 927.21 934.42 938.21 941.82 931 929.33 935.9 940.72 926.73 928.41 925.54 932.76 940.25 933.87 928.5 937.75 938.59 932.48 934.51 936.36 941 939.97 945.81 940.53 936.55 927.48 933.962 8 97 COLUMNA (30X40) CMS. REF. 4 # 5 + 4 # 6. EST. # 3 @ 15 CMS. M3 1016.1 1017.92 1025.81 1030.02 1033.99 1022.1 1020.2 1027.46 1032.77 1017.37 1019.21 1016.1 1024.01 1032.28 1025.21 1019.32 1029.51 1030.42 1023.7 1025.94 1027.96 1033.08 1031.96 1038.34 1032.56 1028.15 1018.24 1025.332 8 98 COLUMNA DE 1.0 X 0.6 RV 26 VARILLAS # 7 EST # 4 @ 20 CMS. ; GRAPA # 3 @ 20 CMS. M3 491.55 492.41 496.25 498.3 500.24 494.46 493.53 497.05 499.63 492.18 493.05 491.55 495.39 499.41 495.99 493.08 498.06 498.49 495.27 496.32 497.28 499.79 499.25 502.31 499.54 497.36 492.57 496.062 8 99 Columna 40x40 8#5 2estrib. #3@15 f´c=210Kg/cm2 M3 581.05 582.08 586.6 589.02 591.28 584.46 583.38 587.54 590.57 581.78 582.82 581.05 585.58 590.29 586.3 582.9 588.71 589.23 585.4 586.67 587.83 590.76 590.15 593.78 590.47 587.94 582.27 586.372 8 100 Columna 40x20 4#4+2#3 estr+alacran #2@15 f´c =210 kg/cm2 M3 678.59 679.79 685.09 687.92 690.57 682.6 681.31 686.15 689.75 679.46 680.7 678.59 683.9 689.4 684.69 680.77 687.55 688.17 683.7 685.16 686.53 689.94 689.21 693.46 689.6 686.65 680.01 684.782 8 101 Columna .40x.30 Hasta 1.8 m: 8#5 estr. #3+#2 @ .15; arriba 1.8m 4#5 estr.#3@.15 M3 623.59 624.67 629.55 632.13 634.56 627.25 626.09 630.55 633.79 624.38 625.47 623.59 628.47 633.5 629.18 625.56 631.8 632.36 628.26 629.61 630.83 634 633.32 637.26 633.68 630.96 624.89 629.252 8 102 Columna en T 40x20 + 20x20 6#3 + 4#4 2 est #2 @ 15 f'c=210 Kg/cm2 M3 479.75 480.63 484.3 486.26 488.11 482.57 481.7 485.06 487.53 480.35 481.22 479.75 483.46 487.32 484.05 481.28 486.01 486.44 483.32 484.35 485.29 487.69 487.15 490.14 487.45 485.41 480.75 484.12 8 103 Columna circular D=0.57 16#8 hasta 2m 14#8 de 2 a 5 m est. #3@15 f'c=210 kg/cm2 M 172.02 172.34 173.67 174.38 175.03 173.03 172.72 173.94 174.84 172.25 172.56 172.02 173.37 174.77 173.56 172.58 174.31 174.44 173.31 173.7 174.02 174.89 174.69 175.76 174.81 174.05 172.38 173.592 8 104 COLUMNA DE 40 X 15 CMS. REF. 4 # 4 + 2 # 3 EST. # 2 @ 15 CMS. CONCRETO 210 KG/CM2 M3 777.96 779.36 785.41 788.64 791.67 782.55 781.11 786.66 790.73 778.96 780.35 777.96 784.06 790.37 784.96 780.46 788.21 788.94 783.82 785.53 787.04 790.96 790.12 794.99 790.56 787.2 779.6 785.062 8 105 Columna 15x20 4#4+ estr. #3 @ 15cm f´c=210 Kg/cm2 M3 879.59 881.15 887.99 891.64 895.09 884.79 883.15 889.42 894.04 880.7 882.28 879.59 886.47 893.6 887.49 882.39 891.18 891.99 886.18 888.11 889.84 894.28 893.34 898.85 893.86 890.02 881.45 887.582 8 106 Columna 20x20 4#4 estr #3 @ 15 f'c= 210 kg/cm2 M3 824.65 826.1 832.54 835.97 839.17 829.52 827.98 833.89 838.19 825.69 827.19 824.65 831.08 837.78 832.07 827.28 835.53 836.29 830.84 832.65 834.27 838.43 837.54 842.7 838.02 834.43 826.39 832.172 8 107 Columna 60x35 6#8 + 4#6 estr #4 y 3 @ 20 y @ 10 cm f´c=210 Kg/cm2 M3 776.2 777.58 783.63 786.84 789.89 780.8 779.35 784.89 788.96 777.22 778.59 776.2 782.27 788.57 783.21 778.7 786.46 787.18 782.04 783.73 785.25 789.19 788.31 793.22 788.8 785.41 777.87 783.312 8 108 Columna (52.5x35)+(7.5x20) 6#8+4#6+2#4 estr. #3 y #4 f´c=210 kg/cm2 M3 843.33 844.82 851.39 854.88 858.19 848.29 846.74 852.75 857.16 844.38 845.92 843.33 849.92 856.74 850.95 846 854.46 855.21 849.64 851.49 853.18 857.45 856.5 861.81 857 853.34 845.12 851.032 8 109 Columna de 60x35 cm 4#8 + 6#6 estr. #3 y #4 @ 20 en 2.05 y @0.1 en 1.20 f'c =210 M3 757.84 759.19 765.09 768.2 771.21 762.32 760.91 766.31 770.31 758.84 760.16 757.84 763.76 769.9 764.67 760.27 767.85 768.52 763.55 765.18 766.66 770.51 769.68 774.44 770.14 766.81 759.48 764.762 8 110 Columna de 52.5x35 4#8 + 6#6 estr. #3 y 4 @ 10 en 60 cm y @ 20 en resto f'c=210 kg/cm2 M3 803.55 804.97 811.26 814.57 817.72 808.32 806.82 812.54 816.77 804.58 806.06 803.55 809.86 816.34 810.81 806.13 814.19 814.9 809.59 811.33 812.93 816.99 816.1 821.14 816.59 813.07 805.24 810.892 8 111 Columna de 47.5x35 cm 4#8 + 6 #6 estr. @ 10 y 20 cm f´c=210 Kg/cm2 M3 810.08 811.52 817.84 821.17 824.39 814.85 813.35 819.15 823.39 811.12 812.59 810.08 816.41 822.98 817.39 812.67 820.79 821.52 816.16 817.92 819.53 823.64 822.73 827.83 823.21 819.67 811.81 817.462 8 112 Columna (47.5x35)+(12.5x20) 2#4+4#6+6#8 estr. @10 cm y @ 20 f'c=210 kg/cm2 M3 836.14 837.62 844.15 847.59 850.9 841.05 839.51 845.49 849.89 837.23 838.71 836.14 842.66 849.48 843.69 838.8 847.18 847.93 842.42 844.24 845.9 850.14 849.21 854.45 849.71 846.02 837.92 843.762 8 113 COLUMNA 40X30 8#5. Est. #3 + Est. #2 @ 15 cms. M3 652.05 653.22 658.31 660.97 663.53 655.91 654.71 659.35 662.75 652.89 654.06 652.05 657.14 662.43 657.92 654.13 660.65 661.23 656.95 658.37 659.68 662.95 662.23 666.33 662.62 659.8 653.41 657.982 8 114 Columna de 60 x 30 RV 8 # 5; EST. # 3 + # 2 @ 15 cms. M3 665.72 666.9 672.1 674.85 677.46 669.63 668.39 673.17 676.68 666.57 667.75 665.72 670.94 676.32 671.73 667.84 674.51 675.09 670.74 672.19 673.49 676.84 676.14 680.31 676.53 673.62 667.14 671.792 8 115 Columna 40x30 8#5 est. # 3 y 2 @ 15 cms. hasta H=1.8 mts. resto 4#5 est. # 3 @ 15 cms M3 728.34 729.62 735.32 738.32 741.17 732.65 731.26 736.47 740.28 729.26 730.57 728.34 734.03 739.93 734.92 730.66 737.97 738.59 733.8 735.4 736.84 740.49 739.73 744.3 740.12 736.97 729.88 734.982 8 116 COLUMNA 30X50 14#8 ; Est. # 3 @ 10 cms. M 181.62 181.95 183.34 184.1 184.81 182.69 182.35 183.63 184.61 181.82 182.17 181.62 183.03 184.52 183.24 182.17 184.01 184.17 182.99 183.38 183.72 184.66 184.48 185.58 184.57 183.76 182.01 183.282 8 117 Columna de 23cmx23cm ref 4#3 estr. #3 @ 15 cm. f´c=280 Kg/cm2 M 49.18 49.25 49.67 49.86 50.07 49.47 49.37 49.73 50 49.25 49.32 49.18 49.59 49.98 49.64 49.32 49.82 49.88 49.58 49.67 49.76 50.01 49.97 50.28 50 49.78 49.28 49.652 8 118 Columna de concreto 30x20 6 # 6. Est. # 3 @ 13 cms. M 64.67 64.79 65.29 65.56 65.81 65.05 64.94 65.4 65.73 64.76 64.87 64.67 65.18 65.7 65.26 64.88 65.53 65.58 65.16 65.3 65.43 65.75 65.68 66.09 65.72 65.44 64.81 65.262 8 119 Columna 30x30 4#4 estr. #2 @ 15 f´c=210 Kg/cm2 Incluye encofrado plywood M 41.48 41.54 41.88 42.02 42.2 41.72 41.65 41.94 42.17 41.52 41.61 41.48 41.8 42.15 41.85 41.61 42 42.04 41.8 41.88 41.94 42.17 42.14 42.36 42.16 41.96 41.56 41.852 8 120 COLUMNA 0.20X0.30 m REF LONG 6#6 EST #3 @ 0.13 m f'c=210 kg/cm2 M 76.41 76.55 77.14 77.46 77.75 76.86 76.72 77.27 77.66 76.51 76.65 76.41 77.01 77.62 77.1 76.65 77.42 77.49 76.98 77.15 77.3 77.69 77.6 78.08 77.65 77.32 76.57 77.112 8 121 COLUMNA 0.20X0.30 m; 4 #4 EST #2 @ 0.15 m f'c=210 kg/cm2 M 62.54 62.66 63.13 63.39 63.63 62.91 62.78 63.23 63.58 62.63 62.71 62.54 63 63.52 63.1 62.72 63.36 63.43 62.99 63.14 63.27 63.59 63.5 63.88 63.57 63.27 62.68 63.12 8 122 COLUMNA SIMULADA DE BLOQUE DE CONCRETO 0.20X0.20X0.40 m; PEGAMENTO 1:3 CONCRETO f'c=140 kg/cm2 M 18.12 18.18 18.29 18.38 18.44 18.24 18.2 18.33 18.44 18.16 18.2 18.12 18.28 18.41 18.29 18.2 18.37 18.39 18.27 18.3 18.35 18.44 18.41 18.53 18.43 18.35 18.19 18.292 8 123 COLUMNA DE 0.30X0.30 m; 4 #5 EST #2 @ 0.15 m; f'c=210 kg/cm2 M 72.77 72.89 73.45 73.73 74.04 73.19 73.05 73.58 73.95 72.85 72.98 72.77 73.31 73.91 73.41 72.98 73.7 73.78 73.28 73.46 73.59 73.98 73.87 74.35 73.94 73.61 72.93 73.422 8 124 COLUMNA (30X30) 4 #4 EST #2 @ 0.20 GRADO 40; f'c=210 kg/cm2;INC MOLDEADO PLYWOOD M 68.12 68.27 68.78 69.06 69.32 68.56 68.41 68.9 69.25 68.23 68.34 68.12 68.66 69.22 68.74 68.36 69.03 69.09 68.65 68.8 68.94 69.28 69.18 69.61 69.24 68.95 68.28 68.752 8 125 COLUMNA (0.50X0.60) REF 4 #8 + 4 #6 EST Y GRAPAS #3 @ 0.10 m; f'c=210 kg/cm2 M 220.67 221.04 222.77 223.68 224.54 221.96 221.54 223.11 224.28 220.96 221.32 220.67 222.38 224.17 222.65 221.37 223.58 223.74 222.31 222.8 223.22 224.34 224.08 225.48 224.23 223.27 221.11 222.672 8 126 COLUMNA DE LADRILLO VISTO 0.38X0.38 m COLUMNA DE CONCRETO 0.20X0.20 M; f'c=217 kg/cm2 M 42.25 42.33 42.65 42.81 42.97 42.49 42.42 42.71 42.93 42.31 42.37 42.25 42.57 42.9 42.63 42.38 42.79 42.83 42.56 42.65 42.73 42.94 42.89 43.16 42.91 42.74 42.34 42.632 8 127 Columna de concreto tipo L 45x15+15x15 f'c=210 fy=2800 Ref 8#3+2Est#2@0.15 (Incluye encofrado) M3 781.47 782.87 788.94 792.17 795.21 786.07 784.59 790.2 794.31 782.46 783.85 781.47 787.54 793.93 788.49 783.94 791.76 792.48 787.31 789.01 790.57 794.53 793.67 798.57 794.14 790.72 783.1 788.57

2 8 128 Columna de concreto tipo L 30x15+15x5 f'c=210 fy=2800 Ref 8#3+2Est#2@0.15 (Incluye encofrado) M3 1019.68 1021.52 1029.46 1033.67 1037.69 1025.71 1023.83 1031.09 1036.43 1020.99 1022.81 1019.68 1027.65 1035.91 1028.88 1022.95 1033.17 1034.07 1027.35 1029.59 1031.61 1036.74 1035.64 1042.03 1036.23 1031.79 1021.84 1028.962 8 129 Columna 80x80 f'c=210Kg/cm2 ref 8#8 + 2Est#3 G40 ZC1 de 0.50 2E@0.05 ZC2 de 1 2E@0.10 Resto 2E@.25 M3 750.54 751.89 757.7 760.82 763.74 754.97 753.57 758.92 762.86 751.46 752.85 750.54 756.41 762.51 757.31 752.92 760.42 761.13 756.17 757.79 759.29 763.06 762.25 766.96 762.72 759.42 752.12 757.372 8 130 Columna 60x60 f'c=210Kg/cm2 ref 8#8 + 2Est#3 G40 ZC1 de 0.50 2E@0.05 ZC2 de 1 2E@0.10 Resto 2E@.25 M3 915.1 916.72 923.86 927.65 931.2 920.51 918.8 925.34 930.14 916.25 917.9 915.1 922.28 929.67 923.36 918.02 927.16 928 922 924 925.79 930.39 929.4 935.14 929.95 925.97 917.02 923.462 8 131 Columna en L 40x15+25x15 con bloque de 15 con ref G40 3#4+Est#3@0.20 Concreto 210 M 31.63 31.67 31.94 32.06 32.19 31.83 31.77 32 32.16 31.66 31.76 31.63 31.88 32.14 31.91 31.76 32.05 32.07 31.87 31.94 32.02 32.17 32.12 32.31 32.16 32.02 31.68 31.912 8 132 Paleta PL-1 80x40 con bloque split face de 20x20x40 con ref 8#4+2E#3@0.20 Conc 1:2:2 y fy=2800Kg/cm2 M 103.26 103.43 104.24 104.67 105.08 103.86 103.68 104.41 104.96 103.38 103.59 103.26 104.06 104.91 104.18 103.62 104.63 104.7 104.05 104.25 104.48 104.99 104.87 105.5 104.93 104.49 103.47 104.192 8 133 Columna en L 40x15+25x15 con 3#4+EST#3@0.20 Concreto 1:2:2 y fy=2800 Kgf/cm2 (Inc encofrado) M3 581.15 582.18 586.73 589.11 591.41 584.58 583.46 587.63 590.69 581.86 582.89 581.15 585.68 590.41 586.39 582.99 588.81 589.33 585.5 586.82 587.95 590.86 590.24 593.89 590.59 588.04 582.39 586.442 8 134 Columna en L 40x25+20x15 con 4#3+4#5+(E#3+E#2)@0.15 Concreto 210 y fy=2800Kg/cm2 (inc encofrado) M3 582.71 583.76 588.31 590.73 593.01 586.16 585.07 589.25 592.33 583.49 584.5 582.71 587.28 592.02 587.98 584.6 590.41 590.95 587.1 588.4 589.52 592.48 591.86 595.48 592.22 589.63 583.97 588.062 8 135 Columna circular D=30CMS 5#4+ESP#3@0.15 Concreto 210 incluye encofrado M 52.23 52.33 52.72 52.95 53.15 52.53 52.45 52.8 53.08 52.3 52.4 52.23 52.61 53.04 52.68 52.4 52.92 52.96 52.61 52.75 52.83 53.1 53.03 53.38 53.07 52.84 52.34 52.72 8 137 Columna en L 40X15+25X15 8#3+2E#2@10 Conc 210 acero G40 incluye encofrado M3 495.92 496.79 500.63 502.69 504.65 498.83 497.93 501.45 504.05 496.54 497.44 495.92 499.77 503.81 500.35 497.49 502.45 502.89 499.61 500.72 501.72 504.21 503.63 506.76 503.94 501.8 496.94 500.392 8 138 Columna circular D=40CMS 8#5+ESP#3@0.10 Concreto 210 incluye encofrado M 87.71 87.85 88.56 88.94 89.28 88.22 88.05 88.69 89.16 87.83 87.97 87.71 88.38 89.1 88.51 87.97 88.89 88.94 88.36 88.57 88.73 89.18 89.08 89.65 89.15 88.74 87.87 88.522 8 139 Columna circular D=30CMS 8#5+ESP#3@0.10 Concreto 210 incluye encofrado M 69.49 69.62 70.16 70.45 70.72 69.9 69.78 70.26 70.62 69.59 69.71 69.49 70.03 70.58 70.12 69.71 70.41 70.45 70.01 70.17 70.29 70.63 70.57 71.03 70.61 70.3 69.63 70.122 8 140 Columna de 20x20 ref 8#4+E#3@0.15 concreto 210 y fy=2800 kg/cm2 (Incluye encofrado) M3 910.99 912.64 919.71 923.45 927.06 916.36 914.66 921.2 925.94 912.15 913.78 910.99 918.12 925.5 919.19 913.88 923 923.83 917.84 919.83 921.63 926.21 925.23 930.95 925.77 921.81 912.9 919.292 8 141 Columna de 20x40 con ref 4#6+E#3@0.15 Conc 210 y fy=2800Kg/cm2 (Incluye encofrado) M3 652.72 653.87 658.97 661.64 664.21 656.54 655.33 659.99 663.41 653.55 654.68 652.72 657.83 663.11 658.6 654.78 661.31 661.91 657.62 659.04 660.31 663.6 662.91 667.02 663.28 660.43 654.09 658.672 8 142 LLeno de modulación (segun plano) M3 262.08 262.54 264.58 265.68 266.72 263.63 263.11 265 266.39 262.4 262.87 262.08 264.14 266.27 264.44 262.91 265.53 265.78 264.06 264.62 265.12 266.47 266.2 267.83 266.34 265.16 262.65 264.482 8 143 Columna de 0.65x1.0 con ref 10#8+10#7+ 2Est#4@0.10 +6G#4@0.10 Conc 210 y acero G40 Inc encofrado M3 629.01 630.11 635.05 637.61 640.07 632.68 631.55 636.02 639.32 629.76 630.93 629.01 633.91 639.02 634.68 631.02 637.26 637.84 633.72 635.12 636.29 639.51 638.81 642.78 639.19 636.42 630.3 634.732 8 144 columna 20 x 20 cms. Ref. # 4 ; est. # 2 @ 15 cms. M3 685.19 686.42 691.72 694.51 697.16 689.2 687.98 692.81 696.35 686.07 687.3 685.19 690.5 696.01 691.32 687.37 694.17 694.78 690.3 691.79 693.15 696.55 695.8 700.09 696.21 693.29 686.62 691.382 8 145 Columna circular r=35 cm con ref 6#3+ anillo#3@0.10 en ZC y @0.20 en ZNC incl capitel (c/p/tanque) M3 809.69 811.13 817.42 820.78 823.94 814.45 812.96 818.72 822.98 810.71 812.19 809.69 816.01 822.6 816.95 812.27 820.34 821.09 815.76 817.51 819.09 823.21 822.32 827.4 822.8 819.24 811.4 817.042 8 146 Columna octogonal r=35 cm con ref 6#3+ anillo#3@0.10 en ZC y @0.20 en ZNC incl capitel (c/p/tanque) M3 611.32 612.4 617.17 619.72 622.1 614.94 613.78 618.14 621.34 612.1 613.18 611.32 616.12 621.06 616.83 613.27 619.38 619.93 615.92 617.23 618.45 621.55 620.88 624.72 621.22 618.55 612.61 616.92 8 147 COLUMNA CIRCULAR D=0.70 m REF LONG 8 N°8 ESPIRAL N° 3 @ 0.15 m f'c=280 kg/cm2 M 193.11 193.45 194.94 195.73 196.51 194.23 193.9 195.27 196.27 193.37 193.7 193.11 194.61 196.16 194.81 193.72 195.64 195.8 194.55 194.99 195.36 196.33 196.1 197.34 196.26 195.38 193.51 194.842 8 148 Columna de 0.30X0.30m+ref 4#5+Est#3@0.15m; f'c=280Kg/cm2 M 33.29 33.34 33.62 33.74 33.88 33.5 33.43 33.67 33.83 33.32 33.39 33.29 33.54 33.82 33.59 33.39 33.74 33.75 33.54 33.62 33.69 33.83 33.8 34.01 33.82 33.69 33.36 33.592 8 149 Columna de 0.35X0.35m; Ref 8#6+Est#3@0.125m; f'c=210Kg/cm2; incluye encofrado M 87.63 87.81 88.47 88.83 89.16 88.18 87.97 88.62 89.07 87.75 87.9 87.63 88.33 89.03 88.44 87.91 88.8 88.87 88.29 88.49 88.66 89.09 89.01 89.55 89.06 88.69 87.84 88.442 8 150 Columna de 0.35X0.35m; Ref 8#4+Est#3@0.125m; f'c=210Kg/cm2; incluye encofrado M 67.25 67.39 67.89 68.17 68.42 67.68 67.52 68.02 68.35 67.33 67.45 67.25 67.79 68.32 67.88 67.46 68.15 68.21 67.76 67.9 68.05 68.37 68.31 68.72 68.35 68.07 67.41 67.882 8 151 Columna 0.40x0.15m; ref 4#3+est#2@0.20m; f'c=210 Kg/cm2; incluye encofrado M3 500.59 501.5 505.39 507.46 509.44 503.57 502.59 506.19 508.81 501.21 502.12 500.59 504.53 508.59 505.1 502.19 507.2 507.64 504.37 505.47 506.42 508.98 508.45 511.57 508.73 506.5 501.65 505.172 8 152 Columna de 0.30x0.30m; Ref 8#6+2est#3@0.15m y 0.10m en ZC; f'c=210Kg/cm2; incluye encofrado M3 895.31 896.92 903.9 907.59 911.11 900.57 898.94 905.33 910.02 896.46 898.08 895.31 902.31 909.59 903.38 898.18 907.12 907.94 902.03 903.99 905.75 910.28 909.33 914.94 909.83 905.94 897.2 903.482 8 153 Columna de 0.30X0.35m; Ref 6#4+Est#3@0.15m; f'c=210Kg/cm2; incluye encofrado M 52.15 52.25 52.63 52.85 53.08 52.46 52.36 52.73 52.99 52.22 52.3 52.15 52.55 52.98 52.62 52.31 52.82 52.89 52.54 52.64 52.75 53 52.97 53.28 52.99 52.77 52.26 52.622 8 157 Columna de 0.30x0.45m; ref 8#5+(est#3+grapa#3)@0.15 y en @0.10 en ZC; f'c=210kg/cm2; Incluye encofrado M3 581.15 582.2 586.73 589.13 591.41 584.59 583.53 587.65 590.71 581.92 582.95 581.15 585.71 590.42 586.4 583.02 588.83 589.36 585.54 586.8 587.96 590.87 590.26 593.89 590.59 588.03 582.37 586.452 8 158 Columna de 0.25X0.25m; ref 4#5+est#3@0.15m; f'c=210Kg/cm2; incluye encofrado M 41.87 41.94 42.26 42.46 42.61 42.1 42.04 42.32 42.57 41.93 41.99 41.87 42.19 42.55 42.24 41.99 42.44 42.47 42.17 42.26 42.35 42.57 42.53 42.79 42.57 42.35 41.95 42.242 8 159 Columna de 0.25X0.25m; ref 4#4+est#3@0.15m; f'c=210Kg/cm2; incluye encofrado M 38.53 38.58 38.89 39.07 39.21 38.76 38.68 38.95 39.18 38.57 38.63 38.53 38.82 39.16 38.87 38.63 39.06 39.09 38.81 38.89 38.97 39.18 39.15 39.38 39.18 38.97 38.6 38.872 8 161 Columna de 0.25X0.25m; ref 4#4+est#3@0.20m; f'c=210Kg/cm2; incluye encofrado M 36.94 36.98 37.29 37.45 37.59 37.15 37.08 37.34 37.56 36.97 37.03 36.94 37.21 37.54 37.26 37.03 37.44 37.47 37.2 37.29 37.35 37.57 37.52 37.75 37.56 37.35 37 37.262 8 162 Columna de 0.30x0.50m; ref 8#5+(est#3+grapa#3)@0.20 y en @0.15 en ZC; f'c=210kg/cm2; Incluye encofrado M3 572.66 573.67 578.13 580.51 582.74 576.03 574.96 579.04 582.05 573.38 574.4 572.66 577.14 581.77 577.81 574.48 580.2 580.74 576.97 578.2 579.34 582.2 581.62 585.21 581.94 579.44 573.86 577.892 9 1 PEDESTAL-1 P/COL.TUBO HO.GO.Í2" 0.3X0.3X1 1:2:2 U 21.44 21.47 21.64 21.73 21.81 21.56 21.52 21.68 21.79 21.46 21.5 21.44 21.6 21.78 21.63 21.5 21.72 21.74 21.6 21.64 21.69 21.8 21.77 21.91 21.78 21.69 21.48 21.632 9 2 PEDESTAL 30X60CMS REF. 6#4 Y EST. #3 A CADA 15CM M 80.58 80.73 81.36 81.68 82 81.06 80.91 81.48 81.9 80.69 80.83 80.58 81.21 81.86 81.31 80.84 81.64 81.72 81.19 81.36 81.52 81.93 81.84 82.35 81.89 81.54 80.75 81.322 9 3 PEDESTAL DE 45X45X130CMS 8#8 Y EST.#3@15CM U 216.7 217.08 218.69 219.54 220.34 217.92 217.55 219.02 220.1 216.97 217.35 216.7 218.32 219.99 218.57 217.37 219.43 219.62 218.26 218.71 219.12 220.16 219.93 221.23 220.05 219.16 217.14 218.592 9 4 PEDESTAL .6X.6X1.7 8#8+EST#3@15 F´C=210 U 311.78 312.34 314.77 316.05 317.26 313.62 313.06 315.27 316.89 312.18 312.74 311.78 314.21 316.73 314.58 312.78 315.89 316.17 314.12 314.8 315.43 316.98 316.64 318.6 316.83 315.49 312.43 314.612 9 5 PEDESTAL (0.35X0.35X1) 8#5+EST#3@15. F´C=210 KG/CM2 U 96.11 96.25 97.01 97.42 97.79 96.65 96.47 97.18 97.68 96.2 96.39 96.11 96.85 97.62 96.97 96.4 97.36 97.44 96.82 97.04 97.21 97.71 97.58 98.2 97.64 97.21 96.32 96.972 9 6 PEDESTAL 45X45X185 CM 4#6+4#5 2EST#3@10. F´C=210 KG/CM2. U 250.81 251.17 253.18 254.22 255.18 252.23 251.76 253.59 254.9 251.07 251.55 250.81 252.7 254.75 253.05 251.56 254.12 254.28 252.66 253.26 253.7 255 254.66 256.27 254.82 253.7 251.33 253.062 9 7 PEDESTAL 55X55 12#7+2 EST#3@10CM. CONCRETO F´C=210 KG/CM2 M3 609.57 610.58 615.36 617.92 620.17 613.04 611.96 616.28 619.49 610.3 611.45 609.57 614.25 619.17 615.04 611.49 617.64 618.06 614.09 615.49 616.55 619.72 618.94 622.89 619.34 616.6 610.87 615.042 9 8 Pedestal de 0.25x0.25m ; ref 4#5+Est#3@0.15m; f'c=210Kg/cm2; inc encofrado M 40.78 40.85 41.17 41.34 41.5 41.02 40.95 41.24 41.45 40.83 40.91 40.78 41.1 41.43 41.15 40.91 41.32 41.36 41.09 41.18 41.26 41.46 41.42 41.67 41.44 41.27 40.87 41.152 9 9 Pedestal de (0.50x0.35) ref. 4#4+ est. #2@15 cms FC=210 KG/CM2 INCLUYE MOLDEADO M3 293.72 294.24 296.5 297.67 298.82 295.44 294.89 296.96 298.48 294.09 294.61 293.72 295.99 298.34 296.33 294.64 297.53 297.79 295.9 296.53 297.1 298.57 298.25 300.05 298.42 297.16 294.32 296.362 9 10 Pedestal p/columna metalica D=20 CMS ref.4#5+est.#3@20cm M3 734.62 735.93 741.63 744.61 747.48 738.94 737.6 742.8 746.61 735.57 736.88 734.62 740.33 746.25 741.2 736.95 744.25 744.91 740.11 741.71 743.16 746.83 746.03 750.61 746.46 743.31 736.15 741.272 9 11 Pedestal D=20 CMS ref.4#3+est.#2@15cm INCLUYE MOLDEADO M3 545.73 546.69 550.92 553.13 555.26 548.94 547.93 551.79 554.61 546.43 547.39 545.73 549.96 554.35 550.61 547.45 552.86 553.34 549.8 550.98 552.05 554.78 554.18 557.57 554.51 552.16 546.86 550.662 9 12 Pedestal de concreto de 25x25 con 4#5+EST#2@0.15 Concreto 210 y fy=2800Kg/cm2 Incluye encofrado M3 502.05 502.96 506.86 508.93 510.91 505.02 504.09 507.68 510.32 502.72 503.61 502.05 505.98 510.08 506.57 503.66 508.68 509.12 505.85 506.94 507.92 510.45 509.91 513.03 510.21 508 503.12 506.632 9 13 Pedestal de 0.30x0.30 m ; ref 4#5+Est#3@0.15m; f'c=210Kg/cm2; inc encofrado M 65.65 65.76 66.25 66.54 66.8 66.04 65.92 66.36 66.74 65.74 65.84 65.65 66.16 66.7 66.24 65.86 66.51 66.57 66.16 66.25 66.39 66.76 66.64 67.09 66.73 66.41 65.8 66.252 9 14 concreto armado de 50x50 cm 8#5; est #3 @ 15 cm f´c=280 kg/cm2 M 98.19 98.36 99.13 99.53 99.91 98.77 98.59 99.29 99.8 98.31 98.49 98.19 98.95 99.75 99.07 98.5 99.48 99.57 98.92 99.14 99.34 99.83 99.72 100.34 99.78 99.36 98.39 99.082 9 15 PEDESTAL 0.35X0.35X1.15 8 No. 6; EST. No. 3 @ 10 CMS. FC = 210 KG/CMS2 C/u 136.05 136.29 137.33 137.91 138.41 136.85 136.59 137.58 138.26 136.22 136.46 136.05 137.1 138.2 137.26 136.46 137.82 137.96 137.07 137.36 137.62 138.32 138.18 139 138.24 137.66 136.33 137.282 9 16 Pedestal 0.4x0.4x1.5 8 No. 5 est No. 3 @ 15 cms. Fc=210 Kg/cm2 C/u 154.95 155.21 156.43 157.05 157.67 155.85 155.55 156.67 157.5 155.15 155.42 154.95 156.16 157.4 156.33 155.43 156.97 157.12 156.1 156.45 156.74 157.52 157.37 158.35 157.47 156.77 155.28 156.342 9 17 Pedestal de bloque saltex convinado 15x20x40 y 20x20x40 de 0.4 x 0.4; H= 1.10 mts. C/u 66.72 66.84 67.36 67.64 67.9 67.12 66.99 67.47 67.82 66.81 66.93 66.72 67.25 67.79 67.32 66.94 67.6 67.66 67.22 67.37 67.5 67.84 67.77 68.18 67.81 67.52 66.86 67.332 9 18 Pedestal con base de concreto y saltex combinados h= 1.1 mts. 0.4 x 0.4 C/u 61.59 61.7 62.19 62.44 62.68 61.96 61.84 62.28 62.6 61.67 61.78 61.59 62.08 62.57 62.15 61.79 62.41 62.46 62.06 62.19 62.31 62.62 62.56 62.94 62.59 62.33 61.72 62.152 9 19 Pedestal 0.45x0.45 m; ref 8#3+2est#2@0.15m;f'c=210 kg/cm2; incluye encofrado M 72.59 72.71 73.3 73.6 73.87 73.02 72.9 73.42 73.78 72.69 72.8 72.59 73.18 73.74 73.29 72.81 73.55 73.64 73.17 73.31 73.46 73.79 73.73 74.17 73.76 73.46 72.73 73.32 9 20 Pedestal de 30x30 cm 7#3 + 3#4; estr #2 + circu #2 @ 15 cm F'c =210 Kg/cm2 M 44.62 44.7 45.04 45.23 45.39 44.87 44.79 45.12 45.34 44.68 44.75 44.62 44.99 45.32 45.02 44.75 45.21 45.25 44.97 45.04 45.14 45.35 45.32 45.59 45.32 45.14 44.72 45.032 9 21 Pedestal de 45x45 7#4 + 1#3 2 estr # 2 @ 15 f´c=210Kg/cm2 M 65.54 65.66 66.2 66.44 66.71 65.94 65.82 66.3 66.61 65.63 65.75 65.54 66.06 66.58 66.15 65.76 66.41 66.49 66.05 66.22 66.32 66.64 66.58 66.99 66.6 66.33 65.69 66.172 9 22 Pedestal de 45x45 8#5 2 estr #3 @ 15 f'c=210 Kg/cm2 M 75.34 75.48 76.08 76.37 76.7 75.79 75.66 76.19 76.57 75.44 75.57 75.34 75.94 76.54 76.04 75.58 76.34 76.42 75.92 76.09 76.22 76.6 76.53 76.99 76.55 76.22 75.51 76.052 9 23 Pedestal 45x35 cm 8#5 Estr #3 + #2 @ 0.15 f´c=210 Kg/cm2 M 72.15 72.29 72.86 73.16 73.44 72.59 72.46 72.96 73.34 72.26 72.39 72.15 72.72 73.31 72.81 72.39 73.13 73.19 72.69 72.87 72.99 73.36 73.29 73.75 73.32 73 72.32 72.832 9 24 Pedestal 0.45X0.20m; 8#4+2est#2@15 f'c=210 kg/cm2 incluye encofrado M 54.83 54.95 55.35 55.6 55.81 55.16 55.07 55.45 55.75 54.93 55.02 54.83 55.26 55.69 55.34 55.03 55.57 55.62 55.26 55.35 55.48 55.77 55.68 56.02 55.73 55.49 54.96 55.342 9 25 Pedestal 0.45x0.25 m ref.4#4+2#3+(estr+G #2)@0.15 m; f'c=210 fg/cm2 incluye encofrado M 52.58 52.7 53.1 53.31 53.5 52.89 52.81 53.17 53.45 52.69 52.75 52.58 52.99 53.43 53.05 52.76 53.26 53.34 52.99 53.1 53.2 53.45 53.42 53.71 53.43 53.21 52.71 53.052 9 26 Pedestal de 45x45 6#3+4#4 2 estr #2 @ 15 f'c=210 Kg/cm2 M 64.88 64.99 65.52 65.77 66.03 65.27 65.15 65.62 65.94 64.96 65.09 64.88 65.41 65.92 65.48 65.1 65.74 65.82 65.39 65.53 65.64 65.96 65.9 66.3 65.93 65.64 65.01 65.52 9 27 Pedestal de 0.40x0.40x1.00 ref #5 y 6 2 estr #3 @ 10 f´c=210 Kg/cm2 C/u 136.52 136.73 137.82 138.4 138.93 137.33 137.07 138.04 138.75 136.69 136.93 136.52 137.57 138.7 137.75 136.95 138.31 138.45 137.53 137.86 138.1 138.8 138.65 139.49 138.74 138.13 136.81 137.752 9 28 Pedestal de 0.60x0.40x1.10 Ref # 7 y 8 (1 estr. + 2 Gan.) @ 0.10 f´c=210 kg/cm2 C/u 209.62 209.97 211.64 212.51 213.34 210.88 210.46 211.97 213.06 209.92 210.27 209.62 211.24 212.97 211.52 210.29 212.4 212.59 211.17 211.69 212.08 213.14 212.9 214.22 213.03 212.13 210.08 211.552 9 29 Pedestal cono truncado diametros 90 y 57 altura 1.6 m 16#8 estr. #3 @ 20 f´c=210 kg/cm2. C/u 388.51 389.2 392.24 393.85 395.36 390.81 390.09 392.87 394.89 389.02 389.74 388.51 391.54 394.7 392 389.75 393.64 394 391.42 392.3 393.07 395.01 394.56 397.01 394.82 393.13 389.34 392.062 9 30 PEDESTAL DE CONCRETO ARMADO D=0.25 MTS. H= 1.4 MTS. (incluye zapata de 0.45x0.45 mts) C/u 71.16 71.3 71.86 72.12 72.42 71.58 71.47 71.96 72.33 71.28 71.38 71.16 71.72 72.29 71.8 71.39 72.11 72.16 71.71 71.87 71.99 72.36 72.28 72.74 72.32 72 71.33 71.812 9 31 Pedestal 40x40 4#4 estr. #2 @ 15 f'c=210 kg/cm2 incluye enconfrado plywood M3 284.24 284.72 286.96 288.14 289.25 285.95 285.39 287.43 288.92 284.6 285.13 284.24 286.45 288.77 286.8 285.16 287.98 288.23 286.38 287.01 287.54 288.99 288.67 290.46 288.84 287.59 284.84 286.842 9 32 Pedestal de concreto simple 20x20x70cm f´c=210 kg/cm2 No incluye terracería C/u 14.55 14.55 14.67 14.75 14.79 14.62 14.59 14.7 14.78 14.55 14.59 14.55 14.65 14.78 14.67 14.59 14.74 14.75 14.65 14.67 14.7 14.78 14.77 14.85 14.78 14.7 14.57 14.672 9 33 Pedestal de concreto D=30 cms. ; H=40 cms. Ref. vert. 4 # 5 est. en espiral # 3 @ 15 cms. C/u 57.31 57.4 57.85 58.08 58.31 57.65 57.52 57.93 58.26 57.37 57.46 57.31 57.73 58.23 57.81 57.47 58.04 58.09 57.72 57.85 57.97 58.27 58.19 58.56 58.25 57.97 57.42 57.842 9 34 PEDESTAL DE CONCRETO 0.20X0.25 m; 6 #5 EST #3 @ 0.11 m GRADO 40; f'c = 210 kg/cm2 M 67.38 67.49 68.01 68.3 68.56 67.78 67.65 68.15 68.47 67.47 67.59 67.38 67.88 68.45 67.97 67.59 68.27 68.34 67.88 68.02 68.19 68.49 68.45 68.87 68.46 68.2 67.51 67.982 9 35 PEDESTAL DE CONCRETO 0.70X0.60 m; 4 #8 + 4 #6 EST #3 @ 0.10; f'c=210 kg/cm2 M 249.53 249.95 251.9 252.95 253.9 250.99 250.52 252.31 253.63 249.85 250.3 249.53 251.47 253.51 251.79 250.32 252.82 253.04 251.39 251.94 252.43 253.68 253.43 254.98 253.57 252.5 250.03 251.792 9 36 PEDESTAL DE CONCRETO 0.35X0.35 m; REF 8 N°5 EST N°3 @ 0.15 m; f'c= 210 kg/cm2 M 97.35 97.56 98.29 98.71 99.08 97.91 97.75 98.45 98.97 97.48 97.66 97.35 98.14 98.92 98.25 97.68 98.64 98.74 98.1 98.31 98.49 99 98.88 99.51 98.95 98.5 97.58 98.262 9 37 Pedestal PD-1 33x33 con ref 4#5+Est#3@0.15 h=1.20mts concreto 210 y fy=2800Kg/cm2 M3 412.51 413.25 416.44 418.15 419.79 414.95 414.15 417.11 419.28 413.03 413.77 412.51 415.72 419.09 416.24 413.8 417.93 418.32 415.62 416.54 417.33 419.42 418.96 421.52 419.2 417.39 413.39 416.272 9 38 Pedestal PD-2 33x33 con ref 4#4+Est#2@0.15 h=1.20mts concreto 210 y fy=2800Kg/cm2 M3 376.4 377.07 379.97 381.53 383.03 378.64 377.89 380.57 382.57 376.86 377.55 376.4 379.32 382.39 379.79 377.59 381.33 381.68 379.23 380.07 380.8 382.69 382.27 384.6 382.49 380.82 377.19 379.822 9 39 Pedestal PD-3 D=30cms con ref 4#4+Est#2@0.12 Concreto 210 y fy=2800Kg/cm2 M3 507.03 507.9 511.84 513.91 515.93 510.01 509.04 512.67 515.33 507.65 508.55 507.03 510.96 515.06 511.57 508.59 513.67 514.14 510.81 511.94 512.91 515.45 514.91 518.08 515.19 512.98 508.05 511.612 9 40 Pedestal de 50x50 8#6+2E#3@0.10 Conc 1:2:2 y fy=2800Kgf/cm2 (Incluye moldeado) M 120.91 121.11 122.06 122.55 123.04 121.63 121.39 122.26 122.88 121.08 121.29 120.91 121.84 122.84 121.98 121.29 122.49 122.58 121.81 122.07 122.3 122.92 122.8 123.54 122.86 122.34 121.16 121.992 9 41 Pedestal de 50x50 4#6+4#8+E#3@0.10 Conc 1:2:2 y fy=2800Kgf/cm2 (Incluye moldeado) M 118.58 118.79 119.73 120.21 120.7 119.3 119.05 119.93 120.53 118.74 118.95 118.58 119.51 120.49 119.65 118.95 120.16 120.25 119.47 119.74 119.97 120.6 120.46 121.19 120.52 119.98 118.83 119.662 9 42 Pedestal de 45x45x75 p/columna en L ref 8#4+2E#2@0.10 Conc 210 y fy=2800 Kg/cm2 incluye encofrado C/u 64.23 64.33 64.84 65.11 65.38 64.62 64.5 64.94 65.3 64.32 64.42 64.23 64.73 65.27 64.81 64.42 65.09 65.14 64.7 64.85 64.96 65.31 65.25 65.64 65.29 64.98 64.35 64.822 9 43 Pedestal de 60x45 con 4#5+4#3 con estribos #3 y #2 @0.15 concreto 210 y fy=2800 Kg/cm2 M 80.84 80.99 81.61 81.96 82.26 81.32 81.18 81.75 82.17 80.96 81.12 80.84 81.48 82.13 81.58 81.12 81.9 81.99 81.47 81.63 81.78 82.21 82.12 82.61 82.15 81.78 81.01 81.592 9 44 Pedestal concreto 20x20x60cm c/placa e=1/4" y pernos de 5/8" ref 4#3+E#2@0.15 f´c=210 kg/cm2 incluye encofrado U 24.5 24.53 24.73 24.84 24.95 24.64 24.61 24.77 24.91 24.52 24.56 24.5 24.7 24.91 24.72 24.56 24.84 24.85 24.68 24.74 24.78 24.92 24.88 25.05 24.91 24.79 24.54 24.722 9 46 Pedestal de 40x40 8#5+2E#3 @0.15 f'c=210 Kg/cm2 acero G40 incluye encofrado M 72.35 72.47 73.05 73.35 73.64 72.76 72.64 73.15 73.55 72.44 72.57 72.35 72.92 73.5 73.01 72.57 73.32 73.36 72.89 73.06 73.21 73.55 73.48 73.91 73.53 73.21 72.49 73.022 9 47 Pedestal de concreto de 20x20 Con ref 4#3+EST#2@0.25 Conc 140 y acero G40 incluye encofrado M3 547.89 548.86 553.13 555.36 557.52 551.12 550.11 554.01 556.85 548.59 549.58 547.89 552.15 556.57 552.82 549.62 555.1 555.58 552 553.2 554.3 557.01 556.43 559.86 556.75 554.38 549.03 552.872 9 48 Pedestal 0.50x0.50m; ref 8#8+2Est#4@0.15m; f'c=280Kg/cm2 Incluye encofrado M 146.87 147.1 148.26 148.86 149.47 147.74 147.47 148.49 149.28 147.05 147.32 146.87 148.01 149.23 148.17 147.34 148.78 148.92 147.95 148.3 148.56 149.34 149.17 150.07 149.26 148.6 147.16 148.182 9 49 Pedestal de 75x75 con ref 12#8+3Est#4@0.15 Conc 280 Incluye encofrado M 272.77 273.25 275.38 276.47 277.57 274.35 273.88 275.83 277.24 273.13 273.62 272.77 274.9 277.1 275.23 273.65 276.33 276.57 274.82 275.41 275.94 277.32 277.01 278.75 277.18 276.01 273.3 275.242 9 50 Pedestal de concreto de 0.60x0.60x1.0 con 8#8+Est#3@0.10+2G#3@0.10 Conc 210 y fy=2800 Kg/cm2 C/u 194.51 194.84 196.36 197.15 197.91 195.65 195.31 196.68 197.7 194.76 195.12 194.51 196.02 197.6 196.26 195.13 197.05 197.23 195.96 196.4 196.74 197.74 197.53 198.75 197.64 196.78 194.9 196.282 9 51 Pedestal p/poste luminaria 0.50x0.50x0.60+prisma truncado ref 4#4+E#2@0.10 Inc enc y canalizaciones C/u 141.53 141.77 142.84 143.45 143.99 142.34 142.07 143.11 143.82 141.7 141.95 141.53 142.63 143.76 142.77 141.96 143.4 143.49 142.56 142.86 143.15 143.86 143.72 144.64 143.82 143.18 141.8 142.82 9 52 Pedestal p/poste de luminaria base 0.70x0.70x1.0 (prisma truncado) Ref 4#4+E#2@0.10 Inc. encof C/u 97.95 98.12 98.89 99.28 99.7 98.51 98.35 99.03 99.55 98.08 98.24 97.95 98.72 99.5 98.82 98.26 99.22 99.32 98.69 98.91 99.08 99.58 99.48 100.1 99.53 99.11 98.17 98.822 9 53 Pedestal de 0.15x0.20x0.60m; ref 3#3+est#2@0.10m; f'c=210Kg/cm2; incluye encofrado C/u 12.3 12.33 12.41 12.49 12.54 12.37 12.35 12.45 12.52 12.32 12.35 12.3 12.4 12.51 12.41 12.35 12.48 12.5 12.4 12.42 12.45 12.54 12.51 12.58 12.51 12.45 12.35 12.412 9 54 Pedestal de 0.55x0.55mx1.10; ref 4#5+est#3@0.15m; f'c=210Kg/cm2; incl encofrado C/u 94.46 94.63 95.37 95.76 96.14 95.04 94.85 95.53 96.02 94.58 94.75 94.46 95.21 96 95.32 94.77 95.7 95.82 95.2 95.39 95.58 96.05 95.96 96.53 96.01 95.59 94.65 95.322 9 55 Pedestal de 0.55x0.55m; ref 4#5+est#3@0.15m; f'c=210Kg/cm2; incluye encofrado M3 283.87 284.38 286.58 287.81 288.93 285.62 285.04 287.1 288.59 284.22 284.76 283.87 286.14 288.52 286.45 284.8 287.62 287.97 286.1 286.66 287.26 288.66 288.37 290.11 288.56 287.27 284.47 286.472 9 56 Pedestal 0.40x0.40 m; ref. 4#6+4#5+2EST#3 @ 0.10 m;f'c=210 kg/cm2";incl encofrado M 83.14 83.29 83.94 84.28 84.61 83.63 83.48 84.08 84.51 83.25 83.4 83.14 83.79 84.47 83.89 83.41 84.24 84.32 83.77 83.95 84.12 84.53 84.44 84.96 84.49 84.13 83.32 83.92 9 57 Pedestal 0.30x0.30 m; ref 3#3+3#4+espiral#2@15 fc=210 kg/cm2; inc encofrado M 29.42 29.47 29.7 29.82 29.93 29.59 29.54 29.75 29.9 29.46 29.51 29.42 29.65 29.88 29.68 29.51 29.81 29.83 29.64 29.7 29.76 29.91 29.88 30.06 29.89 29.77 29.48 29.682 9 58 Pedestal en L 0.45x0.20+0.25x0.20m;ref 8#3+2Est#2@0.15m;f'c=210kg/cm2;inc encofrado M 44.1 44.18 44.52 44.7 44.87 44.36 44.28 44.59 44.82 44.16 44.23 44.1 44.44 44.8 44.5 44.24 44.68 44.72 44.43 44.53 44.61 44.83 44.79 45.06 44.81 44.62 44.19 44.52 9 59 Pedestal en L 0.45x0.25+0.20x0.25m; ref 7#4+1#3+2est#2@0.15 m;f'c=210 kg/cm2; incluye encofrado M 55.73 55.83 56.27 56.5 56.71 56.06 55.96 56.36 56.65 55.81 55.91 55.73 56.17 56.62 56.23 55.91 56.47 56.52 56.15 56.27 56.39 56.66 56.6 56.95 56.64 56.4 55.85 56.242 9 60 Pedestal 0.45x0.45m ref8#5+(est#3+2G#3)@0.15m; f'c=210 kg/cm2; inc encofrado M 66.34 66.46 66.97 67.25 67.5 66.73 66.61 67.08 67.43 66.42 66.54 66.34 66.85 67.39 66.93 66.55 67.21 67.27 66.83 66.98 67.11 67.45 67.37 67.79 67.41 67.13 66.48 66.942 9 61 Pedestal 0.45x0.35m; ref 4#4+4#5+(est#3+est#2)@15m; f'c=210 kg/cm2; incluye encofrado M 62.72 62.84 63.33 63.58 63.83 63.09 62.98 63.43 63.75 62.81 62.92 62.72 63.21 63.72 63.29 62.92 63.55 63.61 63.19 63.33 63.46 63.77 63.7 64.1 63.74 63.47 62.86 63.292 9 62 Pedestal en T 0.45x0.25+0.25x0.20m 6#3+4#4+2 est #2@0.15m fc=210kg/cm2; incluye encofrado M 60.17 60.28 60.75 60.99 61.23 60.52 60.41 60.84 61.15 60.25 60.35 60.17 60.64 61.12 60.71 60.36 60.96 61.02 60.62 60.75 60.87 61.17 61.11 61.49 61.14 60.88 60.29 60.722 9 63 Pedestal 0.50x0.50x1.25m; ref 8#5+est#3@0.10m; f'c=210Kg/cm2; incluye 4 barras Ø3/4" c/rosca en 1 ex U 134.67 134.92 135.96 136.51 137.03 135.47 135.22 136.17 136.85 134.86 135.08 134.67 135.7 136.81 135.86 135.11 136.46 136.57 135.67 135.97 136.25 136.91 136.76 137.6 136.83 136.26 134.94 135.872 9 64 Pedestal 0.45x0.45x1.2m; ref 8#6+est#3@0.125m; f'c=210Kg/cm2; incluye encofrado M 114.01 114.25 115.12 115.56 116.01 114.72 114.47 115.31 115.88 114.17 114.37 114.01 114.92 115.83 115.07 114.38 115.53 115.62 114.87 115.14 115.35 115.92 115.79 116.5 115.87 115.38 114.28 115.072 9 65 Pedestal de 0.50x0.50m con refuerzo #4 soldado a tubo metálico M 90.58 90.74 91.41 91.78 92.15 91.11 90.92 91.56 92.05 90.69 90.84 90.58 91.27 91.99 91.36 90.85 91.75 91.83 91.24 91.43 91.6 92.07 91.96 92.53 92.02 91.62 90.77 91.382 9 66 Pedestal de 0.35x0.35m; ref 8#6+2est#3@0.10m; f'c=210Kg/cm2; incluye encofrado M 86.43 86.6 87.24 87.59 87.94 86.94 86.76 87.39 87.82 86.55 86.7 86.43 87.1 87.77 87.21 86.7 87.54 87.63 87.09 87.25 87.42 87.85 87.76 88.33 87.8 87.44 86.62 87.222 9 67 Pedestal 0.60x0.40 m; ref. 4#8+4#7+(EST+2 ganchos)#3 @0.10 ZC; m;f'c=210 kg/cm2"; incl encofrado M 190.75 191.08 192.58 193.38 194.14 191.9 191.52 192.89 193.88 191.02 191.35 190.75 192.23 193.8 192.48 191.37 193.28 193.46 192.17 192.63 192.99 193.96 193.75 194.93 193.86 193.04 191.17 192.512 9 68 Pedestal 0.30x0.70; ref 8#6+6#5+est#3@0.10m; f'c=210Kg/cm2; incluye encofrado M 147.49 147.74 148.9 149.53 150.09 148.36 148.08 149.14 149.92 147.68 147.93 147.49 148.65 149.84 148.79 147.95 149.45 149.57 148.58 148.92 149.2 149.98 149.8 150.71 149.88 149.23 147.8 148.822 9 69 Pedestal 0.65x0.65; ref 8#8+est#3@0.10m; f'c=210Kg/cm2; incluye encofrado M 219.74 220.14 221.87 222.76 223.62 221.06 220.64 222.2 223.36 220.02 220.43 219.74 221.48 223.27 221.73 220.46 222.65 222.87 221.4 221.9 222.31 223.41 223.2 224.57 223.32 222.36 220.22 221.762 9 70 Pedestal de 0.30x0.30m; ref 4#4+est#3@.010m; f'c=210Kg/cm2; inlcuye encofrado M3 582.93 583.98 588.54 590.91 593.23 586.39 585.29 589.46 592.5 583.67 584.73 582.93 587.52 592.23 588.2 584.81 590.6 591.15 587.34 588.61 589.73 592.69 592.07 595.73 592.4 589.84 584.17 588.26

2 9 71 Pedestal de 0.30x0.30m; ref 4#5+est#3@.010m; f'c=210Kg/cm2; inlcuye encofrado M3 635.64 636.77 641.73 644.32 646.86 639.4 638.18 642.74 646.05 636.43 637.58 635.64 640.61 645.76 641.35 637.66 643.99 644.58 640.42 641.81 643.03 646.26 645.58 649.58 645.94 643.16 636.99 641.422 9 72 Pedestal de 0.45x0.45m; ref 10#5+(est#4+est#3+G#3)@0.10m; f'c=280 Kg/cm2; incluye encofrado M 125.92 126.16 127.12 127.62 128.14 126.68 126.45 127.32 128 126.1 126.32 125.92 126.9 127.92 127.05 126.34 127.57 127.68 126.85 127.13 127.38 128.03 127.89 128.68 127.95 127.41 126.2 127.072 10 1 MARQUESINA 55X15 6#3+EST#3@10 F´C=210 M3 638.13 639.27 644.26 646.86 649.37 641.9 640.74 645.28 648.61 638.96 640.1 638.13 643.11 648.28 643.87 640.17 646.55 647.12 642.92 644.32 645.6 648.8 648.09 652.1 648.48 645.72 639.46 643.942 10 2 LOSA COPRESA VT1-20 REC 5CM F´C=210+REF #2@25+REFUERZO #4 PARA BASTONES M2 59.1 59.21 59.67 59.91 60.14 59.45 59.35 59.76 60.07 59.18 59.29 59.1 59.56 60.04 59.63 59.29 59.88 59.94 59.55 59.68 59.79 60.09 60.02 60.4 60.06 59.81 59.23 59.642 10 3 LOSA T/COPRESA VT1-20RECUBR=7CM.#3 A 30CM. A.SENT M2 57.17 57.28 57.72 57.96 58.18 57.51 57.41 57.81 58.11 57.25 57.35 57.17 57.62 58.08 57.69 57.36 57.93 57.98 57.6 57.73 57.84 58.13 58.07 58.43 58.1 57.85 57.29 57.692 10 4 LOSA E=0.05 HO 1/4"A 10 A.S M2 24.73 24.78 24.97 25.07 25.17 24.88 24.83 25.01 25.14 24.76 24.81 24.73 24.92 25.13 24.95 24.81 25.06 25.08 24.92 24.97 25.02 25.15 25.12 25.27 25.13 25.03 24.78 24.962 10 5 Losa esp=0.10m con ref #3@0.15 A.S. 1 Lecho de refuerzo Conc 210 acero Grado 40 M2 28.55 28.6 28.82 28.94 29.05 28.72 28.66 28.87 29.02 28.58 28.64 28.55 28.77 29 28.8 28.64 28.92 28.95 28.76 28.82 28.88 29.03 28.99 29.17 29.01 28.89 28.61 28.812 10 6 LOSA DENSA CORREDOR E=12CMS.#3 A 20CMS.A.S. 2 LECH M3 611.45 612.55 617.32 619.82 622.22 615.07 613.95 618.3 621.49 612.24 613.34 611.45 616.23 621.18 616.96 613.4 619.52 620.06 616.05 617.38 618.6 621.67 621 624.84 621.37 618.72 612.73 617.022 10 7 LOSA DE FUNDACION esp=0.10m#3@15 A.S. INCL.VIGA BORDE M3 336.1 336.7 339.33 340.7 342.02 338.09 337.47 339.86 341.62 336.53 337.14 336.1 338.73 341.45 339.13 337.17 340.53 340.83 338.63 339.36 340.03 341.72 341.36 343.46 341.55 340.1 336.8 339.162 10 8 LOSA esp=0.10m #3@15 A.S. F´C=210 M3 504.6 505.41 508.96 510.81 512.6 507.29 506.45 509.68 512.06 505.18 506 504.6 508.15 511.83 508.69 506.04 510.59 510.99 508.01 509 509.91 512.2 511.69 514.54 511.97 510 505.55 508.732 10 9 LOSA-ALERO S/VENTANA(40X15CM) 4Í3/8"+ 3/8"@15CM M3 702.46 703.73 709.21 712.08 714.83 706.62 705.34 710.33 714 703.37 704.64 702.46 707.95 713.64 708.79 704.71 711.73 712.36 707.74 709.28 710.68 714.21 713.43 717.85 713.85 710.82 703.93 708.862 10 10 Loseta e=0.05 m; ref #2@0.10 m A.S.; f'c=210Kg/cm2; inc encofrado M2 19.19 19.23 19.38 19.46 19.53 19.31 19.27 19.41 19.51 19.22 19.25 19.19 19.34 19.5 19.37 19.26 19.45 19.47 19.34 19.38 19.42 19.51 19.49 19.61 19.51 19.42 19.23 19.372 10 12 LOSA DE FONDO DE TANQUE esp=0.15m 3/8 A 25 CMS A.S. M2 56.39 56.48 56.93 57.16 57.38 56.72 56.62 57.02 57.3 56.47 56.56 56.39 56.83 57.28 56.9 56.57 57.13 57.18 56.81 56.93 57.05 57.32 57.28 57.63 57.3 57.06 56.5 56.92 10 13 LOSA SUP. P/TANQUE esp=0.15m ͽ Y 3/8"@ 30CMS M2 163.72 164.02 165.29 165.96 166.6 164.69 164.39 165.55 166.41 163.93 164.23 163.72 165 166.33 165.2 164.24 165.88 166.03 164.95 165.31 165.64 166.46 166.28 167.31 166.38 165.67 164.06 165.212 10 14 LOSA COPRESA 0.20 M DE ESPESORVIGUETA 3/818 M2 45.29 45.37 45.72 45.91 46.09 45.56 45.47 45.8 46.03 45.35 45.43 45.29 45.64 46.01 45.7 45.43 45.89 45.93 45.63 45.73 45.82 46.05 46 46.28 46.02 45.83 45.38 45.72 10 15 LOSA T/COPRESA VT1-15RECUBR=5 CM. M2 49.28 49.37 49.75 49.95 50.15 49.57 49.48 49.83 50.09 49.34 49.43 49.28 49.66 50.06 49.72 49.44 49.93 49.97 49.65 49.76 49.85 50.1 50.05 50.36 50.08 49.86 49.38 49.732 10 16 LOSA DENSA TECHO E=76CMS. #3 A 20CMS. A.S. M3 668.18 669.38 674.59 677.32 679.94 672.13 670.91 675.66 679.15 669.04 670.24 668.18 673.4 678.81 674.2 670.31 676.99 677.59 673.2 674.66 675.99 679.35 678.61 682.81 679.01 676.13 669.57 674.262 10 17 REPISA DE CONCRETO E=0.075 ANCHO=55 CMS. M 23.1 23.14 23.32 23.42 23.51 23.24 23.2 23.36 23.48 23.13 23.17 23.1 23.28 23.47 23.31 23.18 23.41 23.43 23.27 23.33 23.37 23.49 23.46 23.61 23.48 23.38 23.15 23.312 10 18 Repisa de 0.10 x0.25m; ref #3@0.125m A.S.; f'c=210Kg/cm2; incluye encofrado M3 346.81 347.43 350.13 351.56 352.91 348.85 348.23 350.69 352.49 347.25 347.88 346.81 349.51 352.32 349.93 347.92 351.38 351.7 349.41 350.17 350.86 352.6 352.21 354.4 352.42 350.93 347.53 349.962 10 19 LOSA E=0.3M2 LECH=#5@20+#3@30+EST#3@20 F´C=250 M3 422.25 422.95 426.03 427.64 429.18 424.57 423.86 426.66 428.7 422.76 423.47 422.25 425.32 428.51 425.79 423.51 427.44 427.8 425.2 426.06 426.85 428.82 428.39 430.87 428.62 426.93 423.07 425.832 10 20 LOSA DENSA esp=0.125m REF. #3 @ 15CM A.S. C210 M2 42.59 42.67 43 43.17 43.34 42.84 42.76 43.07 43.29 42.64 42.72 42.59 42.92 43.27 42.97 42.72 43.15 43.19 42.91 43 43.09 43.3 43.25 43.52 43.28 43.09 42.68 42.982 10 21 LOSA COPRESA VT1-20 RECUB.: 5CMS HO#2@15AS M2 56.74 56.85 57.29 57.52 57.74 57.08 56.98 57.38 57.68 56.82 56.92 56.74 57.19 57.65 57.25 56.92 57.49 57.54 57.17 57.29 57.41 57.69 57.63 57.99 57.66 57.42 56.86 57.262 10 22 LOSA P/LETRINA(1.30X1.10)E=10CM.ͼ"@10CMA.S.1:2:2 U 30.73 30.78 31.02 31.15 31.27 30.91 30.85 31.07 31.23 30.77 30.82 30.73 30.97 31.22 31 30.82 31.13 31.16 30.96 31.02 31.08 31.24 31.21 31.4 31.22 31.09 30.79 31.012 10 23 Losa esp=0.20m con 2L ref #3@.015A.S. f'c=280 Kg/cm2 y acero G60 (Inc encofrado lateral) M3 295.8 296.34 298.62 299.83 301.03 297.55 296.99 299.12 300.66 296.2 296.73 295.8 298.09 300.51 298.44 296.75 299.7 299.93 298.04 298.65 299.27 300.76 300.41 302.28 300.62 299.3 296.41 298.462 10 24 Losa de fundación esp=0.10m con refuerzo #3@0.15 AS f'c= 210kg/cm2 fy = 2800kg/cm2 M2 27.94 27.99 28.21 28.32 28.43 28.11 28.05 28.25 28.4 27.98 28.03 27.94 28.16 28.39 28.19 28.03 28.31 28.33 28.15 28.21 28.27 28.41 28.38 28.55 28.39 28.27 28 28.192 10 25 Losa p/puente e=0.20 con ref en 2L [Li y Ls # 4@0.10]trans+[Li # 4@0.125+Ls # 3@0.275]Long Conc 280 M3 417.85 418.6 421.8 423.53 425.19 420.29 419.55 422.48 424.69 418.37 419.14 417.85 421.06 424.47 421.56 419.18 423.34 423.73 420.95 421.85 422.7 424.81 424.35 426.97 424.6 422.8 418.73 421.62 10 26 Losa densa de fundación e=12cm con ref #3@0.25 AS Concreto f'c=210Kgf/cm2 y fy=2800Kgf/cm2 M2 32.64 32.71 32.96 33.09 33.23 32.84 32.77 33.02 33.18 32.69 32.74 32.64 32.9 33.16 32.94 32.75 33.08 33.11 32.89 32.97 33.03 33.18 33.16 33.36 33.17 33.03 32.71 32.942 10 27 Plancha de concreto de 1.70x1.20x0.05 con ref #2@0.11 Concreto 210 y fy=2800 Kg/cm2 C/u 31.51 31.56 31.81 31.94 32.06 31.69 31.63 31.86 32.02 31.55 31.6 31.51 31.75 32.01 31.79 31.61 31.92 31.95 31.74 31.81 31.87 32.03 32 32.2 32.02 31.88 31.57 31.792 10 28 Tapadera de concreto para pozo e=0.075 con refuerzo #3@0.10AS Concreto 210 y fy=2800Kg/cm2 M2 32.27 32.33 32.57 32.71 32.84 32.46 32.39 32.64 32.8 32.3 32.37 32.27 32.52 32.78 32.57 32.37 32.7 32.72 32.51 32.58 32.66 32.81 32.77 32.98 32.79 32.66 32.35 32.572 10 29 LOSA DENSA esp=0.1m #4@25 A.S. 1 LECHO F´C=280 KG/CM2. INCLUYE MOLDEADO. M3 267.35 267.8 269.88 271 271.97 268.9 268.46 270.31 271.67 267.74 268.21 267.35 269.47 271.57 269.75 268.22 270.81 271.05 269.35 269.89 270.48 271.76 271.51 273.2 271.65 270.51 267.86 269.762 10 30 LOSA DENSA esp=0.15m #4@20 A.S. 1 LECHO F´C=210 KG/CM2. INCLUYE MOLDEADO. M3 362.99 363.62 366.43 367.97 369.31 365.1 364.47 367.01 368.89 363.49 364.13 362.99 365.87 368.75 366.28 364.16 367.74 368.07 365.7 366.48 367.23 368.97 368.67 370.95 368.83 367.27 363.73 366.312 10 31 LOSA DENSA AL AIRE E=18CM #4@20 + #3@14.5CM 2 LECHOS M3 522.84 523.77 527.83 530.02 531.98 525.9 524.99 528.66 531.38 523.55 524.5 522.84 526.97 531.15 527.59 524.55 529.7 530.17 526.75 527.91 528.95 531.51 531.03 534.33 531.27 529.04 523.9 527.622 10 32 LOSA E=20 #4@30 A.S. 2 LECHOS. BASTON #4@30 L=1.5 EN LOS EXTREMOS M2 131.68 131.96 132.93 133.54 134 132.47 132.26 133.25 133.86 131.89 132.07 131.68 132.72 133.84 132.89 132.07 133.46 133.65 132.65 132.94 133.29 133.89 133.78 134.64 133.85 133.34 131.98 132.892 10 34 LOSA esp=0.15m REF. #3@25 A.S. INCLUYE MOLDEADO LATERAL. M2 33.54 33.6 33.86 34 34.14 33.75 33.67 33.94 34.08 33.6 33.64 33.54 33.8 34.07 33.84 33.64 33.99 34.02 33.8 33.86 33.95 34.1 34.07 34.28 34.08 33.95 33.62 33.842 10 36 Losa con Lamina Galvadeck # 22 electromalla Ho. 1/4" e= 6 cms. Concreto 210 kg/cm2 M2 35.44 35.5 35.78 35.92 36.06 35.65 35.58 35.83 36.02 35.48 35.55 35.44 35.71 36 35.76 35.55 35.9 35.94 35.7 35.78 35.85 36.03 35.99 36.21 36.01 35.86 35.51 35.762 10 37 Losa de Concreto e= 15 cm Ref. #4 @ 25 cms Concreto 210 kg/cm2 M2 37.43 37.49 37.79 37.94 38.09 37.65 37.58 37.85 38.04 37.48 37.54 37.43 37.72 38.02 37.76 37.55 37.92 37.95 37.71 37.79 37.86 38.05 38.01 38.25 38.03 37.87 37.51 37.772 10 38 LOSA DENSA E = 20 CM REF. # 5 @ 12 CM A.S. CONCRETO F`C = 210 KG/CM2 M3 500.61 501.51 505.42 507.46 509.43 503.57 502.66 506.21 508.83 501.26 502.16 500.61 504.52 508.58 505.12 502.21 507.21 507.66 504.37 505.47 506.46 508.98 508.43 511.57 508.73 506.56 501.66 505.172 10 39 Losa de fundacion ref. #6 y #4 @ 10 cms fc=210 kg/cm2 NO INCLUYE MOLDEADO M3 441.61 442.39 445.82 447.61 449.33 444.2 443.4 446.52 448.81 442.17 442.96 441.61 445.03 448.59 445.56 443 447.39 447.78 444.9 445.86 446.74 448.94 448.46 451.21 448.72 446.82 442.52 445.62 10 40 LOSA DE FONDO DE TANQUE E=15 CMS. Ref. No. 3 @ 20 cms. A.S. 1 LECHO (circular) M2 77.35 77.47 78.04 78.37 78.7 77.78 77.63 78.2 78.6 77.45 77.55 77.35 77.93 78.57 78.01 77.56 78.33 78.41 77.91 78.06 78.22 78.62 78.53 79 78.59 78.25 77.48 78.022 10 41 LOSA DE CUBIERTA DE TANQUE E=0.10 No. 3 @ 20 CMS. 1 LECHO. EN A.S. (circular) acceso al centro M2 61.37 61.47 61.91 62.15 62.45 61.69 61.59 62.02 62.37 61.46 61.53 61.37 61.81 62.32 61.89 61.54 62.13 62.21 61.81 61.93 62.04 62.39 62.31 62.69 62.35 62.06 61.48 61.892 10 42 LOSA SUPERIOR DE TANQUE CONCRETO 210 KG/CM2. E=0.2 CMS. Ref. No. 3 y bastones No. 4 (cuadrada) M3 494.74 495.58 499.28 501.32 503.21 497.56 496.66 500.1 502.64 495.36 496.19 494.74 498.5 502.4 499.04 496.25 501.07 501.49 498.33 499.36 500.34 502.78 502.24 505.27 502.53 500.44 495.75 499.092 10 43 LOSA DE CUBIERTA DE TANQUE E=10 CMS. No. 3 @ 20 CMS. A.S. UN LECHO (circular) acceso a un costado M2 80.09 80.26 80.84 81.18 81.49 80.55 80.4 80.97 81.41 80.21 80.32 80.09 80.71 81.35 80.8 80.33 81.14 81.22 80.68 80.86 81.01 81.42 81.33 81.84 81.39 81.02 80.27 80.812 10 44 LOSA DE FONDO DE TANQUE. E= 20 CMS. No. 3 @ 20 CMS. A.S. DOBLE LECHO. (circular) M2 95.69 95.87 96.58 97 97.4 96.24 96.07 96.75 97.27 95.81 95.98 95.69 96.44 97.22 96.53 96 96.94 97.05 96.4 96.59 96.81 97.29 97.2 97.81 97.25 96.82 95.89 96.552 10 45 LOSA DE CONCRETO REFORZADO No. 3 @ 5 CMS. E= 5CMS. Concreto 210 KG/CM2 M3 640.54 641.68 646.69 649.31 651.82 644.34 643.15 647.71 651.05 641.37 642.52 640.54 645.52 650.73 646.31 642.59 648.99 649.56 645.35 646.76 648.03 651.24 650.55 654.56 650.91 648.14 641.89 646.372 10 46 LOSA DE FUNDACION DE TANQUE E=20 cms. No. 3@20 cms. A.S. doble lecho + bastones No. 4@20 cms M3 370.81 371.48 374.37 375.89 377.34 373 372.33 374.96 376.89 371.29 371.96 370.81 373.7 376.7 374.15 372 375.7 376.04 373.59 374.41 375.15 377 376.59 378.93 376.82 375.22 371.59 374.182 10 47 Losa de Techo e=0.10 m concreto premezclado anillos #3 @ 20 cm; bastones #3 @13 cm M3 702.74 704.01 709.49 712.37 715.11 706.89 705.63 710.62 714.27 703.65 704.93 702.74 708.23 713.92 709.07 704.99 712.02 712.65 708.02 709.56 710.96 714.48 713.71 718.14 714.13 711.11 704.22 709.142 10 48 Losa de Apoyo e= 0.2 m 2.3x0.5 m parilla de 3/4 @ 15 cm f´c= 280 Kg/cm2 premezclado M3 489.91 490.79 494.61 496.62 498.53 492.8 491.92 495.4 497.94 490.55 491.43 489.91 493.73 497.7 494.32 491.48 496.38 496.82 493.58 494.66 495.64 498.09 497.55 500.64 497.85 495.74 490.94 494.372 10 49 Losa superior tanque e=0.1 radial #3 @20 parrilla #3 @20 secciones #3 @20 f´c=210 M3 279.65 280.16 282.34 283.49 284.58 281.3 280.8 282.79 284.24 280.02 280.52 279.65 281.84 284.1 282.17 280.55 283.35 283.6 281.75 282.37 282.93 284.32 284.02 285.78 284.18 282.98 280.24 282.22 10 50 Losa Inferior tanque e=0.2m #4 a.s Q 0.17 m radiales #4@0.17 cm premezclado 210 kg/cm2 M3 242.6 243.04 244.93 245.93 246.87 244.03 243.6 245.32 246.58 242.92 243.35 242.6 244.49 246.46 244.79 243.38 245.8 246.02 244.42 244.96 245.44 246.65 246.39 247.92 246.53 245.49 243.11 244.812 10 51 LOSA DE CONCRETO ARMADO E=22.5 CMS. REF. No. 4 @ 20 CMS. A.S. DOBLE LECHO M3 450.33 451.1 454.64 456.45 458.25 452.99 452.16 455.37 457.71 450.91 451.73 450.33 453.85 457.48 454.34 451.76 456.23 456.66 453.7 454.67 455.6 457.87 457.35 460.19 457.63 455.69 451.26 454.392 10 52 LOSA DENSA CON ESTRUC. DE ANGULO 2X2X3/16 PARRILLA DE 3/8 @ 20 CMS. E=10 CMS M2 131.53 131.8 132.8 133.36 133.85 132.31 132.08 133.02 133.72 131.7 131.94 131.53 132.56 133.64 132.74 131.94 133.29 133.4 132.53 132.81 133.07 133.74 133.61 134.41 133.68 133.1 131.83 132.742 10 53 LOSA DE CONCRETO E= 20 CMS. LECHO SUP. # 4 @ 25 CMS. A.S. LECHO INF. 1 # 4 @ 25 CMS. + 2#5 @ 25 CMS M2 122.17 122.37 123.32 123.87 124.38 122.91 122.67 123.54 124.21 122.33 122.54 122.17 123.14 124.12 123.27 122.56 123.8 123.93 123.11 123.35 123.6 124.22 124.09 124.88 124.17 123.64 122.43 123.282 10 54 Losa de fundación e=20 cm #3 @ 30 cm f´c=210 Kg/cm2 M2 66.93 67.04 67.55 67.86 68.13 67.32 67.18 67.67 68.05 67 67.13 66.93 67.46 67.99 67.52 67.14 67.8 67.88 67.44 67.56 67.71 68.06 67.99 68.42 68.02 67.72 67.06 67.542 10 55 LOSA esp=0.12m. # 3 @ 15 CMS. A.S. DOBLE LECHO. Fc=210 Kg/cm2 . (no incluye vigas) M2 93.6 93.78 94.51 94.88 95.24 94.14 93.96 94.66 95.14 93.72 93.9 93.6 94.32 95.09 94.46 93.9 94.82 94.91 94.27 94.53 94.7 95.16 95.07 95.64 95.11 94.7 93.79 94.482 10 56 LOSA E=0.20 MTS. L.S. #3 @ 15 CMS. + # 4 @ 15 CMS. L.I # 3 @ 30 CMS. (no incluye vigas) M2 118.19 118.43 119.34 119.83 120.28 118.89 118.67 119.53 120.12 118.33 118.56 118.19 119.1 120.07 119.27 118.58 119.74 119.86 119.07 119.35 119.6 120.17 120.04 120.78 120.1 119.6 118.46 119.292 10 57 Losa densa e=7.5 cm ref #3 A.S un lecho f'c=210 kg/cm2 repellada M2 68.91 69.04 69.56 69.83 70.1 69.31 69.16 69.68 70.04 69 69.12 68.91 69.45 70.01 69.53 69.12 69.82 69.86 69.41 69.58 69.71 70.05 70 70.4 70.03 69.73 69.05 69.542 10 58 Losa esp=0.12m con refuerzo en 2L #4@0.15 en 1 sentido y #3@0.15 en el otro f'c=210 Kg/cm2 M2 95.63 95.81 96.56 96.96 97.31 96.21 96.02 96.71 97.21 95.78 95.92 95.63 96.39 97.18 96.51 95.95 96.89 96.99 96.35 96.56 96.76 97.24 97.14 97.72 97.2 96.76 95.82 96.532 10 59 Losa e=20cm L.I. #4 @25cm L.S. #4 @ 20cm f´c=210 Kg/cm2 M3 221.41 221.79 223.51 224.44 225.32 222.73 222.28 223.89 225.05 221.69 222.09 221.41 223.13 224.95 223.41 222.1 224.33 224.52 223.07 223.56 223.99 225.11 224.88 226.24 225.01 224.02 221.87 223.432 10 60 Losa densa e=0.15 m ref #4@ 20 A.S. f'c= 280 kg/cm2 Incluye moldeado y curado M2 57.18 57.28 57.75 57.97 58.21 57.52 57.4 57.83 58.14 57.26 57.37 57.18 57.65 58.1 57.71 57.37 57.95 57.99 57.64 57.75 57.85 58.16 58.1 58.44 58.13 57.87 57.29 57.712 10 61 Losa de fundación e=0.15m ref #4 @20cm A.S. f´c=280 Kg/cm2 Incluye curado y encofrado M2 41.51 41.58 41.92 42.09 42.24 41.75 41.68 41.97 42.19 41.56 41.65 41.51 41.85 42.17 41.91 41.65 42.07 42.1 41.84 41.92 41.99 42.2 42.16 42.41 42.19 41.99 41.59 41.912 10 62 LOSA DE CONCRETO ARMADO esp=0.225m. a.t. LI # 5 @ 15 cms. LS # 5 @ 15 cms. a.l. LI LS # 5 @ 20 cms. M2 128.57 128.79 129.78 130.28 130.77 129.33 129.06 129.99 130.61 128.73 128.95 128.57 129.55 130.56 129.7 128.96 130.22 130.32 129.52 129.79 130.02 130.66 130.53 131.33 130.6 130.05 128.81 129.712 10 63 Losa de concreto E=37.5 cms. at: LILS #5 @ 15 cms. ; al: LILS # 5 @ 20 cms. M2 159.19 159.48 160.72 161.37 161.99 160.13 159.84 160.97 161.8 159.4 159.68 159.19 160.43 161.72 160.62 159.7 161.29 161.43 160.38 160.73 161.05 161.85 161.67 162.68 161.77 161.08 159.52 160.642 10 64 LOSA DE CONCRETO 1.50x1.10 m esp=0.10m; REF N° 6 @ 0.15 m A.S. f'c=210 Kg/cm2 C/u 150.8 151.07 152.24 152.87 153.45 151.68 151.42 152.48 153.27 151.01 151.25 150.8 151.97 153.2 152.16 151.29 152.77 152.91 151.93 152.25 152.57 153.3 153.15 154.1 153.23 152.59 151.11 152.172 10 65 LOSA CONCRETO e=0.225 m LS #5 @ 0.20m A.S; LI: LONG #5 @ 0.20 m; TRANSV #5 @ 0.15 m; f'c= 280 kg/cm2 M2 123.9 124.12 125.08 125.58 126.06 124.62 124.4 125.27 125.91 124.06 124.28 123.9 124.86 125.85 125 124.29 125.52 125.63 124.82 125.09 125.34 125.95 125.82 126.59 125.89 125.36 124.15 125.022 10 66 LOSA DENSA e=20 CMS. LECHO SUP. #4 @ 6 CMS. A.S. LECHO INF. #4 @ 6 CMS. A.S.f'c=280 kg/cm2 M2 139.79 140.04 141.12 141.71 142.25 140.63 140.38 141.37 142.11 140 140.22 139.79 140.91 142 141.05 140.27 141.63 141.76 140.85 141.14 141.43 142.14 141.98 142.86 142.06 141.47 140.08 141.072 10 67 LOSA DE FUNDACIÓN h=0.45 m; REF LONG #5 @ 0.20 m REF TRANS #5 @ 0.15 m AMBOS LECHOS f'c=280 kg/cm2 M3 461.16 461.94 465.47 467.32 469.1 463.81 462.99 466.19 468.55 461.75 462.54 461.16 464.66 468.32 465.17 462.57 467.09 467.48 464.53 465.52 466.41 468.71 468.18 471.03 468.47 466.48 462.08 465.212 10 68 LOSA DE CIRCULACIÓN h=0.65 m; REF LONG #6 @ 0.15 m REF TRANS #5 @ 0.15 m AMBOS LECHOS f'c=280 kg/cm2 M3 610.68 611.74 616.52 619.02 621.4 614.27 613.16 617.47 620.68 611.49 612.54 610.68 615.41 620.36 616.13 612.6 618.7 619.23 615.24 616.57 617.79 620.86 620.18 624.01 620.56 617.88 611.92 616.192 10 69 AGUJERO PVC ø10" EN LOSA DE TECHO (PASATUBO) C/u 15.22 15.24 15.36 15.43 15.49 15.31 15.28 15.39 15.47 15.24 15.26 15.22 15.34 15.46 15.35 15.27 15.42 15.43 15.33 15.37 15.4 15.47 15.45 15.55 15.46 15.4 15.25 15.362 10 70 LOSA e=0.14 m LI: #4 @ 0.20 m; LS: #3 @ 0.20 m; f'c=210 kg/cm2; INCLUYE MOLDEADO (PLYWOOD 3/4") M2 164.75 165.04 166.31 166.99 167.65 165.68 165.4 166.57 167.45 164.96 165.25 164.75 166.02 167.36 166.21 165.26 166.9 167.07 165.98 166.33 166.67 167.49 167.31 168.34 167.41 166.69 165.08 166.232 10 71 LOSA DE FUNDACIÓN e=0.15 m #3 @ 0.15 m A.S.m grado 40; f'c=210 kg/cm2 M2 84.12 84.28 84.91 85.23 85.56 84.62 84.43 85.05 85.47 84.24 84.37 84.12 84.75 85.43 84.86 84.38 85.19 85.29 84.73 84.95 85.08 85.51 85.41 85.91 85.46 85.1 84.3 84.862 10 72 LOSA DE CIRCULACIÓN e=0.25 M REF #5 @ 0.125 m A.S. Y AMBOS LECHOS f'c=280 kg/cm2 M3 517.71 518.62 522.68 524.78 526.82 520.78 519.83 523.5 526.24 518.39 519.32 517.71 521.77 525.95 522.38 519.37 524.51 524.98 521.63 522.72 523.77 526.38 525.8 529 526.14 523.85 518.79 522.422 10 73 LOSA DE ACERA e=0.20 m; LS #4 @ 0.20 A.S.; LI #5 @ 0.125 m A.S. f'c=280 kg/cm2 M3 499.87 500.74 504.68 506.71 508.67 502.83 501.92 505.46 508.11 500.55 501.45 499.87 503.79 507.84 504.38 501.49 506.44 506.88 503.66 504.72 505.71 508.25 507.69 510.79 508 505.8 500.9 504.422 10 74 LOSA Hogr60 E=20CM F´C270KG/CM2 2 LECHOSSUPERIOR #4@25CM A.S. INFERIOR 2#5+#4@25CM A.S M3 665.73 666.88 672.1 674.83 677.42 669.65 668.44 673.17 676.63 666.58 667.77 665.73 670.88 676.29 671.66 667.83 674.49 675.07 670.71 672.15 673.5 676.85 676.09 680.29 676.5 673.62 667.09 671.732 10 75 Losa de puente. Espesor prom. = 13 cms. 1 lecho con ref. # 4 @ 20 cms. en A.S. + ref. # 5 M3 561.58 562.55 566.97 569.25 571.46 564.91 563.85 567.86 570.79 562.31 563.31 561.58 565.96 570.5 566.62 563.36 568.96 569.45 565.84 567.01 568.13 570.99 570.35 573.86 570.69 568.23 562.71 566.662 10 76 LOSA ACERA PEATONAL EN PUENTE ANCHO 0.61 MT e=20CM; Ho#5 Y EST #5@0.20M; CONCRETO F'c=270 Kg/CM2 M3 493.53 494.38 498.25 500.27 502.21 496.44 495.53 499.04 501.62 494.16 495.04 493.53 497.35 501.36 497.92 495.09 500.02 500.46 497.23 498.3 499.28 501.79 501.22 504.34 501.55 499.36 494.56 497.972 10 77 LOSA DE CONCRETO esp=0.15m; N° 3 AMBOS SENTIDOS Y EN LECHOS SUPERIOR E INFERIOR. M3 507.86 508.79 512.72 514.81 516.84 510.87 509.91 513.51 516.2 508.51 509.42 507.86 511.85 515.95 512.43 509.49 514.56 515.01 511.68 512.77 513.77 516.35 515.81 519 516.11 513.87 508.93 512.492 10 78 LOSA DE CONCRETO e=0.32 m; LI: L: N°5 @ 0.30 m T: N°6 @ 0.15 m; LS: L: N°4 @ 0.30 m T: N°6 @ 0.15m M2 166.4 166.67 167.97 168.63 169.26 167.35 167.04 168.21 169.07 166.59 166.88 166.4 167.64 168.99 167.88 166.88 168.52 168.66 167.61 167.99 168.28 169.13 168.91 169.93 169.05 168.29 166.73 167.892 10 79 Losa conc. f'c=280Kg/cm2 e=12.50cm 1LRef#4@0.10AS G75+[Pin#8(0.50m)+Pin#3(0.20m)]/m2 Acero G40 M2 67.97 68.08 68.64 68.92 69.18 68.37 68.25 68.73 69.13 68.04 68.19 67.97 68.51 69.08 68.6 68.2 68.88 68.94 68.49 68.64 68.79 69.14 69.04 69.47 69.11 68.79 68.09 68.612 10 80 Losa densa e=20cm Ref en 2L Transv #4@0.20+Long#3@0.15 G60 f'c=280 Kgf/cm2 M3 342.66 343.23 345.83 347.21 348.53 344.61 344.04 346.4 348.09 343.09 343.69 342.66 345.25 347.94 345.67 343.7 347.04 347.33 345.14 345.88 346.53 348.2 347.85 349.95 348.04 346.6 343.35 345.682 10 81 Loseta e=10cm 2.43x2.75 Ref. long#5@0.20 Ref transv #4@0.20 c/agujeros p/drenaje (f'c=280 y fy=4200) C/u 278.58 279.09 281.27 282.4 283.49 280.23 279.71 281.7 283.15 278.94 279.43 278.58 280.76 283 281.08 279.47 282.26 282.49 280.69 281.3 281.86 283.24 282.94 284.68 283.11 281.89 279.15 281.112 10 82 LOSA DE CONCRETO e=0.30 m; LS=LI: REF LONG: N°4 @ 0.25 m REF TRANSV: N°4 @ 0.18m; f'c=210 kg/cm2 M3 424.06 424.8 428.08 429.89 431.56 426.54 425.75 428.81 431.05 424.59 425.32 424.06 427.36 430.83 427.85 425.38 429.66 430.04 427.21 428.15 429.02 431.16 430.71 433.36 430.94 429.09 424.93 427.92 10 83 LOSA DE FUNDACIÓN e=0.30 m REF LONG N°4 @ 0.13 A.L.; REF TRANSV N°5 @ 0.15 m A.L.; f'c= 210 kg/cm2 M3 418.48 419.22 422.43 424.18 425.84 420.9 420.09 423.14 425.29 418.96 419.71 418.48 421.67 425.1 422.2 419.74 423.97 424.32 421.58 422.52 423.31 425.39 424.98 427.57 425.22 423.37 419.35 422.252 10 84 Losa de fundación e=0.15m; ref #3@0.25 m AS en 2L; f'c=210Kg/cm2 M2 55.96 56.06 56.5 56.71 56.93 56.28 56.17 56.57 56.86 56.02 56.12 55.96 56.37 56.83 56.46 56.13 56.68 56.73 56.35 56.5 56.61 56.88 56.83 57.18 56.85 56.61 56.07 56.472 10 85 Losa densa de concreto e=0.20 refuerzo #3@0.20 A. S. 1 lecho f'c=210kgf/cm2 y fy=2800 Kgf/cm2 M2 40.03 40.08 40.4 40.56 40.73 40.26 40.17 40.48 40.69 40.07 40.14 40.03 40.34 40.68 40.37 40.14 40.55 40.59 40.32 40.41 40.5 40.7 40.65 40.9 40.69 40.5 40.1 40.372 10 86 Losa densa tapadera D=1.90metros e=8cms con refuerzo #3@0.12 concreto 1:2:2 y fy=2800kg/cm2 C/u 102.85 103.01 103.83 104.24 104.68 103.46 103.26 104 104.54 102.98 103.16 102.85 103.65 104.49 103.78 103.17 104.21 104.28 103.62 103.84 104.05 104.57 104.47 105.08 104.53 104.06 103.05 103.812 10 88 Losa/conc esp=0.18m Li: #3@0.15AS Ls electromalla 6x6 f'c=210 Kg/cm2 (resistente a amb marinos) M2 57.95 58.06 58.52 58.74 58.96 58.31 58.18 58.58 58.89 58.04 58.13 57.95 58.4 58.87 58.48 58.13 58.71 58.76 58.39 58.52 58.62 58.92 58.85 59.19 58.88 58.62 58.1 58.482 10 89 Losa/concreto e=0.15 1L: Long #3@0.20 y trans #3@0.15 f'c=210 Kg/cm2 (resistente a amb marinos) M2 48.68 48.78 49.14 49.34 49.52 48.97 48.87 49.21 49.47 48.74 48.83 48.68 49.06 49.46 49.13 48.83 49.33 49.35 49.05 49.14 49.24 49.48 49.44 49.71 49.47 49.25 48.79 49.132 10 91 Losa de fundación e=0.18m; ref #3@0.25 m AS en 2L; f'c=210Kg/cm2 M2 40.9 40.98 41.29 41.46 41.62 41.14 41.05 41.36 41.58 40.95 41.02 40.9 41.22 41.56 41.26 41.04 41.45 41.47 41.21 41.3 41.37 41.58 41.54 41.78 41.57 41.39 40.99 41.272 10 92 LOSA DE FUNDACIÓN e=0.30 m; LS N°5 @ 0.30 m; LI N°5 @ 0.125 m; f'c= 280 kg/cm2 M3 411.64 412.36 415.59 417.28 418.89 414.07 413.31 416.23 418.4 412.2 412.9 411.64 414.82 418.18 415.33 412.95 417.07 417.41 414.72 415.63 416.45 418.55 418.07 420.65 418.33 416.51 412.49 415.372 10 93 Losa circular superior de tanque conc 210 kg/cm2 e=10cms. Ref #3@0.10AS+bastón radial 1.6m #3@0.15 M2 68.08 68.2 68.73 69.01 69.28 68.49 68.34 68.83 69.2 68.17 68.28 68.08 68.61 69.16 68.71 68.29 68.99 69.04 68.61 68.73 68.87 69.21 69.15 69.55 69.18 68.89 68.23 68.712 10 95 Losa de concreto esp=0.15m 2 lechos RT#4@0.20+RL#3@0.20 f'c=210 kg/cm² y fy=2800 Kg/cms M3 539.14 540.13 544.32 546.53 548.64 542.32 541.27 545.1 548.01 539.85 540.77 539.14 543.42 547.79 544.06 540.81 546.28 546.7 543.26 544.38 545.39 548.14 547.59 550.89 547.92 545.47 540.34 544.12 10 97 Losa p/puente e=0.20 con ref en 2L Ls # 4@0.25A.S. Li [transvesal 2#6@0.25+Longitudinal 1#4@0.25] M2 76.79 76.93 77.53 77.84 78.14 77.24 77.11 77.65 78.05 76.89 77.03 76.79 77.39 78.01 77.48 77.04 77.81 77.87 77.37 77.54 77.69 78.07 77.99 78.47 78.04 77.71 76.95 77.492 10 98 LOSA DENSA E=15 CMS REF. #3 @ 15CM A.S. C210 M2 50.72 50.81 51.22 51.41 51.61 51.03 50.93 51.3 51.55 50.77 50.88 50.72 51.13 51.53 51.19 50.89 51.39 51.44 51.12 51.22 51.32 51.58 51.52 51.84 51.53 51.32 50.84 51.22 10 101 Losa de fundación e=0.20 con 1L transv #3@0.15+Long #4@0.125 Conc 210 y acero G40 M2 49.95 50.02 50.41 50.61 50.82 50.25 50.14 50.5 50.76 50 50.09 49.95 50.33 50.74 50.39 50.09 50.6 50.65 50.32 50.42 50.52 50.78 50.72 51.03 50.76 50.52 50.04 50.392 10 102 Losa de fundación de concreto armado e=0.20 Ref#4@0.15 AS Conc 210 y fy=2800 Kg/cm2 M2 56.67 56.76 57.22 57.45 57.68 57.03 56.91 57.32 57.62 56.74 56.86 56.67 57.12 57.59 57.18 56.87 57.43 57.48 57.1 57.23 57.34 57.63 57.56 57.92 57.59 57.36 56.8 57.192 10 103 Losa de concreto armado e=0.15 Ref#4@0.15 AS Conc 210 y fy=2800 Kg/cm2 M2 62.19 62.3 62.8 63.05 63.31 62.58 62.46 62.9 63.22 62.27 62.4 62.19 62.68 63.19 62.76 62.41 63.02 63.08 62.66 62.81 62.93 63.24 63.18 63.57 63.21 62.94 62.33 62.772 10 104 Losa de fundación e=20 cms c/ref #4@0.10 AS Concreto 180 y fy=2800 Kg/cm2 M2 60.47 60.58 61.04 61.27 61.51 60.84 60.71 61.15 61.44 60.55 60.66 60.47 60.93 61.41 61.01 60.66 61.25 61.31 60.92 61.04 61.17 61.47 61.39 61.78 61.44 61.17 60.61 61.022 10 105 Loseta de 2.14x1.40x0.08 con ref#3@0.05 Conc 210 y fy=2800Kg/cm2 (Inc montaje en pasarela met) C/u 178.84 179.15 180.46 181.17 181.83 179.84 179.54 180.74 181.62 179.06 179.37 178.84 180.16 181.54 180.36 179.38 181.08 181.23 180.11 180.48 180.83 181.67 181.49 182.56 181.59 180.84 179.2 180.382 10 106 LOSA SUPERIOR DE CISTERNA DOS LECHOS N°3 @ 0.15 m G40; e=0.10 m; f'c=210 KG/CM2 M2 88.03 88.19 88.87 89.26 89.6 88.55 88.41 89.03 89.5 88.16 88.31 88.03 88.73 89.45 88.83 88.34 89.2 89.28 88.71 88.88 89.07 89.52 89.43 89.96 89.46 89.09 88.22 88.83

2 10 107 Losa de concreto de e=10cm con ref #3@0.125 A. S. Concreto 210 y acero G40 M2 27.47 27.52 27.73 27.85 27.95 27.63 27.57 27.79 27.9 27.5 27.55 27.47 27.69 27.9 27.73 27.55 27.83 27.85 27.68 27.74 27.79 27.94 27.89 28.06 27.9 27.79 27.53 27.732 10 108 Loseta de concreto 0.40x0.85 e=5cm ref#2@0.10A.S. perímetro con ángulo de 2X3/16" ASA de 3/8" C/u 17.49 17.51 17.65 17.7 17.78 17.58 17.56 17.67 17.76 17.51 17.54 17.49 17.62 17.75 17.64 17.54 17.7 17.71 17.62 17.65 17.69 17.77 17.73 17.84 17.75 17.69 17.51 17.642 10 109 Losa densa e=10cm con1L Ref #3@0.10 A.S. Conc 210 y acero G40 M2 31.5 31.56 31.81 31.95 32.07 31.7 31.63 31.88 32.03 31.55 31.61 31.5 31.77 32.01 31.8 31.61 31.92 31.95 31.75 31.82 31.88 32.05 32 32.2 32.03 31.89 31.59 31.82 10 110 Losa de concreto perforada para colocar sobre canaleta M2 62.81 62.92 63.41 63.67 63.91 63.19 63.06 63.52 63.83 62.9 63.01 62.81 63.3 63.81 63.39 63.01 63.65 63.69 63.3 63.44 63.54 63.86 63.8 64.17 63.83 63.55 62.95 63.392 10 111 Losa de concreto en fundaciones e=10 cms con ref #2@0.10 A.S. Conc 210 y acero G40 M2 22.93 22.97 23.15 23.26 23.34 23.07 23.04 23.2 23.3 22.96 23.01 22.93 23.11 23.3 23.15 23.02 23.24 23.26 23.11 23.17 23.21 23.32 23.29 23.44 23.3 23.21 22.98 23.152 10 112 Losa de concreto en fundaciones e=20 cms con ref en 2L #4@0.20 A.S. Conc 210 y acero G40 M2 62.24 62.36 62.84 63.11 63.36 62.61 62.49 62.93 63.27 62.33 62.45 62.24 62.73 63.25 62.81 62.45 63.06 63.13 62.71 62.84 62.98 63.3 63.23 63.62 63.26 62.98 62.38 62.812 10 113 Losa de fundación con concreto e=15 cms con ref en 2L #4@0.20 A.S. Conc 210 y acero G60 M3 360.82 361.44 364.27 365.76 367.19 362.97 362.27 364.86 366.74 361.29 361.93 360.82 363.63 366.57 364.08 361.97 365.57 365.9 363.53 364.33 365.02 366.85 366.46 368.71 366.66 365.08 361.59 364.112 10 114 Losa concreto e=20 cms con ref en 2L #4@0.20 A.S. Conc 210 y acero G60 Incl encofrado c/form met M3 384.31 385.02 388.02 389.59 391.09 386.62 385.87 388.59 390.65 384.82 385.51 384.31 387.38 390.52 387.85 385.54 389.42 389.72 387.28 388.07 388.78 390.76 390.37 392.69 390.6 388.84 385.2 387.892 10 115 Losa de concreto 0.55x0.75 e=5cm ref#3@0.15A.S. ASA de 3/8" Conc 210 y acero G40 C/u 12.26 12.28 12.37 12.43 12.48 12.32 12.32 12.39 12.47 12.27 12.3 12.26 12.35 12.47 12.37 12.3 12.42 12.43 12.35 12.38 12.4 12.47 12.45 12.54 12.47 12.41 12.29 12.372 10 116 Losa de fundación con concreto e=15 cms con ref en 2L #3@0.20 A.S. Conc 210 M2 39.7 39.77 40.08 40.24 40.41 39.94 39.85 40.15 40.35 39.76 39.82 39.7 40.02 40.33 40.07 39.82 40.23 40.26 40.02 40.08 40.17 40.36 40.32 40.58 40.35 40.17 39.79 40.072 10 117 Losa de fundación de concreto e=30 cms con ref #4@0.15 A.S. Conc 210 M2 66.27 66.39 66.9 67.18 67.45 66.68 66.54 67.03 67.36 66.35 66.49 66.27 66.79 67.33 66.87 66.49 67.15 67.21 66.77 66.93 67.05 67.38 67.31 67.73 67.34 67.07 66.43 66.882 10 118 Losa de concreto e=30 cm con ref en 2L #3@0.125 A.S. Conc 210 inc encofrado c/form met e impermeab M3 404.43 405.21 408.28 409.97 411.5 406.82 406.05 408.87 411.04 405.02 405.7 404.43 407.63 410.87 408.11 405.73 409.77 410.09 407.5 408.34 409.08 411.12 410.74 413.23 410.95 409.13 405.35 408.142 10 119 Losa de concreto e=30 cms con ref en 2L #4@0.30 A.S. Conc 210 inc encofrado c/form met e impermeab M3 374.75 375.42 378.32 379.85 381.3 376.95 376.23 378.87 380.86 375.23 375.89 374.75 377.69 380.71 378.15 375.93 379.66 379.96 377.58 378.37 379.06 380.96 380.58 382.88 380.79 379.11 375.56 378.182 10 120 Losa de fundación e=30 cms con ref #3@0.125 A.S. Conc 210 incluye impermeabilizante M3 241.62 242.03 243.89 244.88 245.82 243.04 242.57 244.28 245.54 241.93 242.37 241.62 243.48 245.43 243.78 242.38 244.75 244.97 243.4 243.95 244.39 245.6 245.35 246.83 245.48 244.42 242.13 243.82 10 121 Losa de fundación e=0.18m; ref #3@0.25 m AS en 1L; f'c=210Kg/cm2 M3 188.4 188.73 190.19 190.98 191.73 189.54 189.15 190.51 191.5 188.64 188.98 188.4 189.88 191.42 190.11 188.99 190.88 191.07 189.82 190.25 190.59 191.56 191.36 192.5 191.46 190.61 188.81 190.132 10 122 Losa densa e=18cm con ref en 1L con #3@0.15 AS concreto 210 incluye encofrado c/formaleta metálica M3 408.01 408.77 411.94 413.6 415.2 410.44 409.61 412.52 414.74 408.54 409.25 408.01 411.25 414.57 411.76 409.29 413.41 413.72 411.14 411.99 412.74 414.82 414.41 416.91 414.66 412.8 408.93 411.792 10 123 Losa prefabricada 1.20x0.90 e=5 cms Ref long #3@0.15+ref transv #3@0.20 c/orificio p/taza conc 210 C/u 21.99 22.03 22.2 22.29 22.37 22.13 22.07 22.24 22.35 22.03 22.05 21.99 22.15 22.35 22.19 22.06 22.28 22.29 22.15 22.21 22.25 22.35 22.34 22.46 22.35 22.25 22.05 22.192 10 126 Losa de concreto e=7.50 cm con refuerzo #2@0.20 AS f'c=180 Kg/cm2 M2 14.97 14.99 15.09 15.16 15.21 15.04 15.02 15.12 15.2 14.98 15 14.97 15.08 15.2 15.09 15 15.14 15.16 15.08 15.09 15.12 15.2 15.19 15.26 15.2 15.12 14.99 15.092 10 127 Losa de concreto de 1.65x1.65 e=7.50 cm con refuerzo #4@0.12 AS f'c=210 Kg/cm2 inc encof lateral C/u 116.75 117.01 117.82 118.32 118.86 117.43 117.24 118.05 118.67 116.89 117.15 116.75 117.64 118.61 117.75 117.16 118.26 118.37 117.6 117.83 118.11 118.7 118.58 119.29 118.65 118.12 117.04 117.782 10 128 Losa circular de concreto e=5.0 cm Ø=1.35m con refuerzo #3@0.12 AS f'c=210 Kg/cm2 C/u 30.85 30.9 31.15 31.27 31.39 31.03 30.98 31.19 31.36 30.9 30.94 30.85 31.1 31.34 31.13 30.94 31.25 31.28 31.08 31.15 31.21 31.37 31.33 31.53 31.35 31.21 30.91 31.142 10 129 Losa de concreto e=7 cm ref#4@0.15A.S. Conc 210 incluye encofrado lateral M2 35.95 36.02 36.28 36.43 36.61 36.17 36.11 36.36 36.55 35.99 36.09 35.95 36.23 36.53 36.27 36.09 36.42 36.46 36.22 36.3 36.37 36.55 36.52 36.75 36.54 36.38 36.05 36.272 10 130 Losa de fundación de tanque de 200M3 a 350M3 con Øint=10.0m diseño tipo de ANDA conc f'c=210Kg/cm2 U 4381.14 4388.63 4422.76 4440.86 4458.53 4407.22 4398.29 4430.06 4453.05 4386.71 4394.43 4381.14 4415.28 4451.15 4420.51 4394.77 4438.7 4442.69 4414.03 4423.83 4432 4454.31 4449.66 4476.59 4452.13 4432.42 4390.36 4421.082 10 131 Losa de fundación de tanque de 200M3 a 350M3 con Øint=10.0m diseño tipo de ANDA conc f'c=210Kg/cm2 M3 180.54 180.85 182.26 183 183.73 181.62 181.25 182.56 183.51 180.77 181.09 180.54 181.95 183.43 182.17 181.1 182.92 183.08 181.9 182.3 182.64 183.56 183.37 184.48 183.47 182.66 180.92 182.192 10 132 Losa de techo de tanque de 200M3 a 350M3 con Øint=10.0m diseño tipo de ANDA f'c=210Kg/cm2 incluye encofrado el espesor varí U 5423.32 5433.45 5475.57 5497.71 5519.02 5455.48 5444.81 5483.33 5512.77 5430.47 5439.83 5423.32 5466.42 5510.62 5473.13 5440.32 5495.44 5499.38 5464.93 5476.16 5486.39 5513.95 5508.55 5541.62 5511.76 5487.04 5435.61 5473.612 10 133 Losa de techo de tanque de 200M3 a 350M3 con Øint=10.0m diseño tipo de ANDA conc f'c=210Kg/cm2; Incluye encofrado el espeso M3 487.46 488.37 492.15 494.14 496.05 490.34 489.39 492.85 495.49 488.1 488.94 487.46 491.33 495.3 491.93 488.99 493.93 494.29 491.19 492.2 493.12 495.6 495.11 498.09 495.4 493.18 488.57 491.972 10 134 Losa de fundación e=40cm con ref long #5@0.20 en 2L+ref transv. #6@0.225 en 2L conc f'c=210Kg/cm2 M3 300.86 301.37 303.73 304.97 306.18 302.64 302.06 304.23 305.79 301.24 301.78 300.86 303.21 305.66 303.57 301.81 304.83 305.1 303.14 303.79 304.36 305.89 305.57 307.44 305.74 304.4 301.5 303.62 10 135 Losa de fundación e=40cm con ref long #5@0.20 en 2L+ref transv. #6@0.225 en 2L conc f'c=210Kg/cm2 M2 120.34 120.55 121.49 121.99 122.47 121.06 120.83 121.69 122.32 120.5 120.71 120.34 121.28 122.26 121.43 120.71 121.93 122.03 121.26 121.52 121.75 122.35 122.23 122.97 122.29 121.76 120.6 121.442 10 136 Losa densa e=20 cm con ref en 2L Ls ref#4@0.25AS Li con ref long#4@0.25+ref transv#5@0.20 Conc 245 M2 59.39 59.5 59.96 60.21 60.44 59.74 59.64 60.06 60.37 59.47 59.58 59.39 59.86 60.34 59.93 59.58 60.18 60.23 59.84 59.97 60.09 60.38 60.32 60.69 60.35 60.1 59.52 59.932 10 137 Losa de concreto esp=0.15m. Ref. No. 3 @ 20 cms. A.S. un solo lecho; incluye encofrado M3 330.54 331.12 333.67 334.99 336.28 332.47 331.87 334.19 335.89 330.96 331.54 330.54 333.09 335.73 333.48 331.58 334.83 335.12 332.99 333.7 334.35 335.99 335.63 337.67 335.82 334.41 331.22 333.512 10 138 Losa de concreto esp=0.10m Ref#4@0.15 AS Conc 210 y fy=2800 Kg/cm2 incluye encofrado M2 75.25 75.39 75.99 76.29 76.6 75.72 75.57 76.1 76.5 75.35 75.5 75.25 75.85 76.47 75.95 75.51 76.26 76.32 75.83 76 76.14 76.52 76.45 76.91 76.49 76.15 75.43 75.962 10 139 Losa de fundación e=0.25m; RL#5@0.175m+RT#4@0.25m en LS+RL#4@0.125m+RT#4@0.25m en LI; f'c=210Kg/cm2 M3 319.36 319.9 322.4 323.71 324.96 321.24 320.64 322.91 324.58 319.76 320.34 319.36 321.81 324.43 322.25 320.36 323.53 323.82 321.74 322.45 323.05 324.68 324.34 326.32 324.53 323.1 320.02 322.272 10 140 Losa de concreto e=0.25m; RL#6@0.075m+RT#5@0.25m en LS+RL#5@0.10m+RT#5@0.25m en LI; f'c=210Kg/cm2 M3 490.9 491.75 495.61 497.64 499.58 493.81 492.86 496.39 498.99 491.55 492.41 490.9 494.71 498.73 495.35 492.47 497.39 497.84 494.59 495.65 496.63 499.13 498.62 501.67 498.9 496.7 491.91 495.382 10 141 Losa prefabricada VT1-20; e=0.05m; ref electromalla de 6x6 cal 7; f'c=210 Kg/cm2 incluye HoCo #4 M2 65.85 65.96 66.5 66.77 67.04 66.24 66.11 66.62 66.92 65.94 66.06 65.85 66.38 66.9 66.47 66.07 66.74 66.78 66.36 66.51 66.64 66.97 66.88 67.29 66.92 66.64 65.98 66.472 10 142 Losa de fundación e=0.10m; ref #3@0.25 m AS en 1L; f'c=210Kg/cm2 M2 21.89 21.93 22.1 22.2 22.28 22.01 21.97 22.15 22.24 21.92 21.96 21.89 22.06 22.24 22.1 21.96 22.18 22.2 22.06 22.11 22.15 22.27 22.23 22.37 22.24 22.15 21.94 22.12 10 143 Losa e=0.125 m; ref#3@0.10m A.S.1L; f'c=210 kg/cm2; incluye encofrado M2 65.55 65.65 66.16 66.42 66.69 65.93 65.78 66.26 66.62 65.62 65.72 65.55 66.06 66.59 66.14 65.74 66.4 66.43 66.05 66.16 66.29 66.64 66.56 66.96 66.61 66.3 65.68 66.142 10 144 Losa de tanque; e=0.125 m; refuerzo anular #3@0.15m+refuerzo radial #4@0.20m+ refuerzo #4@0.06m A.S. en el centro de la los M2 69.47 69.58 70.12 70.39 70.68 69.86 69.73 70.23 70.61 69.55 69.65 69.47 70.01 70.57 70.09 69.67 70.36 70.4 69.99 70.12 70.26 70.63 70.55 70.95 70.59 70.27 69.61 70.092 10 146 Losa de fundación e=0.20m; ref#4@0.125m A.S.; f'c=210 Kg/cm2 M2 55.64 55.74 56.18 56.41 56.63 55.98 55.87 56.28 56.57 55.72 55.83 55.64 56.08 56.55 56.15 55.83 56.37 56.43 56.06 56.19 56.3 56.58 56.53 56.86 56.55 56.3 55.76 56.172 10 147 Losa de fundación concreto e=0.40m refuerzo en Lecho 1: #6@0.20m y #4@0.30m; Lecho 2: #6@0.30m y #4@0.20m; f'c=280 Kg M2 116.15 116.36 117.26 117.72 118.19 116.84 116.63 117.45 118.06 116.32 116.51 116.15 117.06 118 117.2 116.52 117.68 117.77 117.04 117.28 117.52 118.1 117.96 118.7 118.03 117.53 116.39 117.212 10 148 Losa de concreto e=0.30m refuerzo en Lecho 1: #6@0.20m y #4@0.225m; Lecho 2: #6@0.30m y #4@0.225m; f'c=280 Kg/cm2; inc M2 115.26 115.46 116.36 116.8 117.27 115.95 115.72 116.54 117.15 115.41 115.6 115.26 116.17 117.1 116.3 115.62 116.77 116.86 116.14 116.37 116.59 117.19 117.06 117.77 117.13 116.61 115.49 116.312 10 149 Losa de fundación e=0.30m refuerzo #4@0.175m A. S. en 2L; f'c=280Kg/cm2 M3 294.7 295.19 297.51 298.71 299.89 296.43 295.88 297.98 299.52 295.09 295.6 294.7 296.99 299.37 297.32 295.62 298.56 298.81 296.91 297.53 298.13 299.64 299.28 301.13 299.48 298.18 295.28 297.342 10 150 Losa de concreto esp=0.16m; ref. #3@0.20 m. A.S. en 1L; f´c=210 Kg/cm2; incluye encofrado M2 52.04 52.14 52.54 52.75 52.95 52.35 52.26 52.62 52.88 52.12 52.21 52.04 52.44 52.86 52.51 52.22 52.72 52.77 52.43 52.54 52.65 52.9 52.85 53.17 52.88 52.66 52.17 52.522 10 151 Losa densa de e=0.13m; ref #3@0.20m A.S. en 2L incluye bastones #3@0.20m; f'c=210Kg/cm2; incluye encofrado M3 626.37 627.54 632.4 634.98 637.42 630.11 628.89 633.44 636.78 627.23 628.3 626.37 631.26 636.45 631.94 628.36 634.56 635.22 631.12 632.45 633.75 636.91 636.33 640.01 636.57 633.83 627.69 6322 10 152 Losa densa e=0.20m con ref en 2L L1 ref#4@0.20m AS y L ref #3@0.15+ref AS; f'c=210 Kg/cm2; incluye encofrado M3 452.61 453.41 456.92 458.81 460.59 455.27 454.43 457.66 460.04 453.19 454 452.61 456.13 459.81 456.67 454.05 458.58 458.98 456 456.98 457.9 460.17 459.69 462.54 459.92 457.95 453.56 456.712 10 153 Losa de fundación e=0.20m; ref #4@0.20 A.S. en 2L; f'c=210Kg/cm2; incluye encofrado M3 318.42 318.98 321.47 322.79 324.04 320.32 319.72 321.99 323.65 318.83 319.41 318.42 320.93 323.52 321.3 319.44 322.62 322.92 320.83 321.52 322.13 323.76 323.42 325.38 323.6 322.19 319.11 321.342 10 154 Losa e=0.12m; ref #4@0.20 A.S. en 2L; f'c=210Kg/cm2; incluye encofrado M2 84.32 84.48 85.13 85.47 85.81 84.81 84.65 85.25 85.71 84.43 84.59 84.32 84.97 85.68 85.07 84.59 85.4 85.52 84.95 85.13 85.32 85.74 85.65 86.16 85.69 85.32 84.49 85.072 10 155 Losa de cubierta de techo de e=0.15m; ref #4@0.20m A.S. en 2L; f'c=210 Kg/cm2 incluye encofrado y bastones en el tercio central M3 505.11 505.99 509.93 512.03 514.04 508.09 507.13 510.74 513.41 505.76 506.63 505.11 509.06 513.15 509.67 506.69 511.76 512.2 508.9 509.99 510.99 513.54 513.02 516.17 513.27 511.08 506.15 509.722 10 156 Losa de fundación e=0.15m #4@0.20 A.S. 1L f'c=210 Kg/cm2 M3 264.98 265.44 267.5 268.6 269.64 266.57 266.04 267.94 269.32 265.32 265.8 264.98 267.06 269.2 267.37 265.82 268.47 268.72 266.98 267.56 268.06 269.42 269.12 270.77 269.27 268.09 265.55 267.42 11 1 LOSA ESCALERA E=16 #3@20 TRANS+#4@15+#5@15 LONG M3 690.89 692.13 697.52 700.35 703.05 694.96 693.72 698.62 702.22 691.78 693.03 690.89 696.27 701.87 697.1 693.1 700.01 700.63 696.07 697.59 698.97 702.43 701.66 706.02 702.08 699.11 692.33 697.172 11 2 LOSE ESCALERA E=0.12 CMSDE 1/2" @ 10 CMS A.S. M2 49.37 49.46 49.85 50.05 50.24 49.66 49.57 49.92 50.18 49.44 49.52 49.37 49.76 50.16 49.82 49.53 50.02 50.07 49.74 49.85 49.95 50.2 50.14 50.45 50.17 49.96 49.47 49.822 11 3 ESCALERA DE CONCRETO ARMADO HO. 3/8" A 0.10 A.S. M3 348.57 349.2 351.92 353.34 354.72 350.64 349.99 352.48 354.3 349.02 349.65 348.57 351.3 354.13 351.71 349.68 353.17 353.48 351.2 351.96 352.65 354.41 354.02 356.2 354.23 352.72 349.3 351.752 11 4 LOSA DENSA AL AIRE E=1218CM.#4 A20CM+#3A302LECH M3 689.39 690.63 696.01 698.82 701.53 693.47 692.21 697.11 700.71 690.28 691.52 689.39 694.77 700.36 695.6 691.59 698.48 699.1 694.57 696.08 697.45 700.91 700.15 704.48 700.57 697.59 690.83 695.67

2 11 6 M3 528.91 529.85 533.97 536.15 538.24 532.02 531.03 534.81 537.58 529.58 530.52 528.91 533.06 537.32 533.65 530.57 535.87 536.36 532.87 534.02 535.07 537.76 537.19 540.49 537.48 535.17 530.02 533.74

2 12 1 Pilote colado in-situ Ø=0.30 m; ref 5#4+esp#3@0.10 m; f'c=210 Kg/cm2 M 34.33 34.39 34.66 34.8 34.93 34.53 34.47 34.71 34.89 34.37 34.43 34.33 34.59 34.87 34.64 34.44 34.78 34.81 34.58 34.66 34.73 34.9 34.86 35.08 34.88 34.73 34.4 34.642 12 2 Pilote colado in-situ Ø=0.30 m; ref 6#4+esp#2@0.06 m; f'c=280 Kg/cm2 M 54.18 54.28 54.67 54.88 55.07 54.48 54.39 54.75 55.01 54.25 54.34 54.18 54.58 54.99 54.64 54.35 54.85 54.9 54.56 54.68 54.78 55.03 54.97 55.29 55 54.79 54.29 54.642 12 3 Pilote hincado de concreto de 0.30x0.30 m; ref 8#5+2est#3@0.15m y @0.075m en ZC; f'c=210Kg/cm2 M 60.8 60.88 61.2 61.38 61.55 61.05 60.97 61.28 61.51 60.86 60.92 60.8 61.13 61.47 61.19 60.93 61.36 61.4 61.13 61.21 61.31 61.51 61.47 61.74 61.49 61.31 60.89 61.192 12 4 Pilote colado in-situ Ø=0.40 m; ref 6#5+esp#3@0.15m; f'c=210 Kg/cm2 M 66.82 66.91 67.44 67.71 67.95 67.18 67.08 67.53 67.88 66.88 66.99 66.82 67.33 67.83 67.39 66.99 67.66 67.72 67.32 67.44 67.57 67.89 67.82 68.24 67.86 67.58 66.94 67.392 12 5 Hincado de pilote prefabricado M 45.27 45.32 45.53 45.65 45.75 45.43 45.38 45.58 45.72 45.31 45.36 45.27 45.48 45.71 45.52 45.36 45.63 45.66 45.48 45.54 45.59 45.73 45.7 45.87 45.71 45.6 45.33 45.522 12 7 Pilote colado in-situ Ø=0.30 m; ref 5#3+esp#2@0.15 m; f'c=210 Kg/cm2; incluye perforación M 69.64 69.76 70.29 70.57 70.84 70.04 69.91 70.41 70.76 69.73 69.84 69.64 70.17 70.71 70.26 69.85 70.53 70.6 70.14 70.3 70.44 70.77 70.69 71.15 70.73 70.45 69.78 70.272 12 8 Hechura pilote in-situ 0.40x0.40m; ref 4#6+4#5+est#3@0.15m y @0.075m en ZC; f'c=280 Kg/cm2; inc enc M 89.31 89.48 90.18 90.55 90.91 89.86 89.69 90.32 90.79 89.44 89.59 89.31 90.01 90.73 90.13 89.59 90.5 90.58 90 90.18 90.37 90.84 90.72 91.29 90.75 90.4 89.5 90.132 12 9 Pilote colado in-situ Ø=0.30 m; ref 5#4+esp#2@0.15 m; f'c=210 Kg/cm2; incluye perforación M 73.45 73.57 74.14 74.44 74.72 73.88 73.74 74.26 74.65 73.53 73.68 73.45 74.01 74.59 74.11 73.69 74.4 74.46 73.98 74.16 74.3 74.66 74.56 75.04 74.61 74.31 73.6 74.122 12 10 Hechura pilote in-situ 0.35x0.35m; ref 8#6+esp#4@0.12m y @0.07 en ZC; f'c=280 Kg/cm2; inc encofrado M 82.59 82.74 83.4 83.73 84.04 83.08 82.93 83.52 83.94 82.71 82.85 82.59 83.25 83.91 83.34 82.86 83.68 83.76 83.23 83.4 83.56 83.97 83.87 84.4 83.92 83.56 82.78 83.342 12 11 Pilote colado in-situ Ø=0.40 m; ref 6#6+esp#3@0.15 m y @0.075 en ZC; f'c=280 Kg/cm2; inc perforación M 82.73 82.88 83.53 83.88 84.19 83.22 83.07 83.66 84.09 82.85 83.01 82.73 83.37 84.06 83.48 83.01 83.84 83.9 83.36 83.55 83.7 84.12 84.03 84.54 84.07 83.71 82.9 83.492 12 12 Pilote colado in-situ Ø=0.30 m; ref 6#4+esp#3@0.125 m; f'c=280 Kg/cm2; inc exc en suelo c/afloración M 90.61 90.78 91.48 91.86 92.22 91.14 90.98 91.63 92.09 90.75 90.89 90.61 91.32 92.05 91.43 90.91 91.8 91.89 91.29 91.49 91.67 92.11 92.01 92.6 92.08 91.69 90.81 91.442 12 13 Pilote colado in-situ Ø=0.30 m; ref 8#6+esp#3@0.15 m; f'c=280 Kg/cm2 M 74.79 74.92 75.51 75.81 76.11 75.24 75.08 75.64 76.03 74.89 75.02 74.79 75.4 75.99 75.47 75.02 75.78 75.84 75.36 75.52 75.67 76.04 75.96 76.42 76.02 75.69 74.95 75.482 12 14 Hincado de pilotes desde 0.25x0.25 hasta 0.40x0.40 m M 167 167.3 168.6 169.29 169.94 167.99 167.68 168.87 169.74 167.22 167.52 167 168.3 169.66 168.5 167.53 169.2 169.35 168.25 168.62 168.95 169.79 169.61 170.66 169.71 168.99 167.35 168.522 12 15 Suministro y transporte de pilote Ø=0.40 m; ref 6#6+esp#3@0.15m y @0.075 m en ZC; f'c=280Kg/cm2 M 139.99 140.24 141.33 141.91 142.45 140.82 140.56 141.56 142.29 140.17 140.42 139.99 141.08 142.22 141.25 140.44 141.84 141.96 141.04 141.35 141.63 142.33 142.17 143.06 142.26 141.66 140.28 141.262 12 16 Pilote colado in-situ Ø=0.45 m; ref 6#3+esp#2@0.15; f'c=210 Kg/cm2; incluye perforación M 44.44 44.51 44.85 45.05 45.22 44.7 44.62 44.93 45.16 44.49 44.56 44.44 44.78 45.15 44.82 44.58 45.03 45.07 44.76 44.85 44.95 45.18 45.12 45.4 45.16 44.95 44.52 44.822 12 17 Pilote colado in-situ Ø=0.45m; ref 7#4+esp#2@0.15 y @0.10m en ZC; f'c=210 Kg/cm2; incl perforación M 52.22 52.3 52.72 52.93 53.14 52.53 52.43 52.78 53.07 52.28 52.37 52.22 52.62 53.05 52.68 52.39 52.91 52.96 52.6 52.73 52.81 53.1 53.02 53.33 53.07 52.81 52.32 52.682 12 18 Pilote colado in-situ Ø=0.35m; ref 7#3+esp#2@0.15 y @0.10m en ZC; f'c=210 Kg/cm2 M 35.96 36.02 36.29 36.43 36.58 36.16 36.1 36.36 36.53 36 36.06 35.96 36.23 36.53 36.27 36.06 36.41 36.44 36.22 36.29 36.37 36.55 36.51 36.74 36.53 36.37 36.03 36.272 12 19 Pilote colado in-situ Ø=0.40m; ref 5#6+esp#3@0.20 y @0.075m en ZC; f'c=280 Kg/cm2; incl perforación M 88.67 88.82 89.52 89.9 90.24 89.18 89.02 89.67 90.13 88.79 88.94 88.67 89.36 90.1 89.48 88.95 89.84 89.93 89.33 89.53 89.72 90.17 90.05 90.61 90.12 89.74 88.86 89.482 12 20 Pilote colado in-situ Ø=0.30 m; ref 5#5+esp#2@0.125 m; f'c=280 Kg/cm2; incluye perforación M 53.26 53.35 53.74 53.99 54.18 53.57 53.47 53.84 54.11 53.32 53.42 53.26 53.67 54.09 53.72 53.42 53.96 54.01 53.66 53.76 53.87 54.12 54.06 54.4 54.11 53.89 53.35 53.722 12 21 Pilote colado in-situ Ø=0.40 m; ref 8#5+esp#3@0.15m; f'c=280 Kg/cm2; incluye excavacion M 57.41 57.53 57.98 58.22 58.43 57.78 57.66 58.07 58.36 57.51 57.6 57.41 57.88 58.34 57.95 57.6 58.18 58.24 57.87 58 58.1 58.38 58.33 58.68 58.36 58.1 57.55 57.962 13 1 CONCRETO ARMADO P/PARED E=10CMS.#4 + #3 A30CM.1LEC M3 820.59 822.07 828.47 831.83 835.04 825.45 823.95 829.79 834.06 821.66 823.13 820.59 827 833.65 827.99 823.21 831.42 832.16 826.76 828.56 830.19 834.31 833.41 838.56 833.9 830.36 822.31 828.072 13 2 Pared de concreto e=0.08m; refuerzo #3@0.20m a.s.:f'c=210 kg/cm2 incluye encofrado M3 294.43 294.96 297.26 298.46 299.61 296.17 295.64 297.73 299.26 294.81 295.34 294.43 296.73 299.11 297.08 295.37 298.32 298.58 296.64 297.29 297.88 299.35 299.02 300.88 299.2 297.93 295.05 297.112 13 3 PARED E=0.25M TRANS=#5@25Y#4@25LONG#3@30 F´C=250 M3 380.29 380.95 383.81 385.31 386.73 382.45 381.79 384.39 386.3 380.77 381.43 380.29 383.15 386.11 383.59 381.46 385.13 385.45 383.04 383.84 384.57 386.41 386 388.31 386.22 384.65 381.06 383.632 13 4 CONCRETO PARA BARRERA DE PROTECCION. REFUERZO LONGITUDINAL Y ESTRIBOS #4. M3 299.66 300.11 302.5 303.74 304.88 301.37 300.8 302.97 304.53 299.98 300.55 299.66 301.94 304.38 302.33 300.57 303.6 303.82 301.88 302.58 303.09 304.67 304.28 306.17 304.47 303.11 300.28 302.352 13 5 PARED DE CONCRETO ARMADO E=15 CMS. REF. No. 3 . 2 LECHOS M3 143.79 144.05 145.06 145.61 146.14 144.58 144.35 145.24 145.98 143.97 144.22 143.79 144.81 145.89 145 144.24 145.55 145.67 144.8 145.06 145.34 146.01 145.87 146.72 145.94 145.35 144.09 145.012 13 6 PARED DE CONCRETO ARMADO. E= 15 CMS. Ref. vert. No. 3 @ 20 cms. Ref. Horz. No. 4 @ 20 y 15 cms. M2 126.66 126.9 127.87 128.41 128.92 127.4 127.15 128.07 128.77 126.82 127.03 126.66 127.65 128.69 127.8 127.04 128.34 128.47 127.59 127.89 128.14 128.8 128.64 129.44 128.72 128.17 126.95 127.812 13 7 PARED DE CONCRETO H=4.50 m; ANCHO=0.80 m; REF H #6 @0.20 m; REF V #8@0.20 m; f'c=280 kg/cm2 M 1426.85 1429.42 1440.55 1446.39 1451.96 1435.27 1432.7 1442.83 1450.25 1428.7 1431.27 1426.85 1437.98 1449.54 1439.69 1431.41 1445.68 1446.97 1437.55 1440.69 1443.54 1450.68 1449.11 1458.1 1449.96 1443.83 1429.84 1439.832 13 8 PARED CABEZAL DE CONCRETO e=0.30 m; RV N°5 @ 0.16 m; RH N°4 @ 0.135 m; DOBLE PARRILLA;f'c=210 kg/cm2 M2 121.62 121.82 122.79 123.31 123.8 122.36 122.12 122.98 123.63 121.77 121.99 121.62 122.57 123.56 122.74 122 123.24 123.34 122.54 122.81 123.05 123.66 123.53 124.3 123.62 123.08 121.85 122.752 13 9 Pared concreto e=25 cms Ref en 2 Lechos L1: #4@0.25 AS y L2 Rv#4@0.25+Rh#4@0.20 c/electromalla 7/7 M3 383.85 384.51 387.49 389.04 390.5 386.08 385.39 388.1 390.05 384.33 385.01 383.85 386.81 389.85 387.28 385.04 388.87 389.19 386.69 387.52 388.27 390.2 389.76 392.13 390 388.34 384.62 387.322 13 10 Muro de concreto e=30 cms con 2Lechos Rh #4@25cm+Rv#4@25cm concreto f'c=280 y fy=4200 Kg/cm M3 333.18 333.79 336.25 337.72 338.93 335.12 334.56 336.98 338.56 333.62 334.11 333.18 335.7 338.44 336.13 334.14 337.51 337.93 335.55 336.28 337.08 338.62 338.29 340.4 338.51 337.2 333.86 336.162 13 11 Pared de concreto armado e=0.15 Ref#4@0.15 AS Conc 210 y fy=2800 Kg/cm2 (Incluye encofrado) M2 66.61 66.72 67.25 67.52 67.8 67.02 66.9 67.37 67.71 66.7 66.85 66.61 67.13 67.69 67.22 66.86 67.5 67.56 67.09 67.26 67.4 67.74 67.67 68.07 67.7 67.42 66.77 67.222 13 12 Pared de concreto e=20 cms con ref en 2L #4@0.20 A.S. Conc 210 y acero G60 inc moldeado M3 549.87 550.92 555.09 557.54 559.59 553.15 552.15 556.27 558.97 550.59 551.45 549.87 554.18 558.78 554.86 551.51 557.21 557.91 553.94 555.14 556.46 559.1 558.56 562.09 558.9 556.65 551.07 554.922 13 13 Pared de concreto e=10 cms con ref en 1L #4@0.20 A.S. Conc 210 y acero G60 inc moldeado M3 603.19 604.28 608.97 611.46 613.85 606.74 605.63 609.96 613.1 603.96 605.05 603.19 607.94 612.82 608.63 605.13 611.13 611.72 607.75 609.04 610.23 613.28 612.65 616.42 613 610.36 604.49 608.712 13 14 Pared concreto e=30 cms con ref en 2L #4@0.30 A.S. Conc 210 inc encofrado c/form met e impermeab M3 384.91 385.6 388.58 390.15 391.64 387.17 386.43 389.14 391.19 385.41 386.08 384.91 387.93 391.03 388.4 386.13 389.95 390.26 387.82 388.63 389.34 391.29 390.9 393.26 391.11 389.39 385.74 388.432 13 15 Pared concreto e=30 cms con ref en 2L #5@0.30 A.S. Conc 210 inc encofrado c/form metalica y anclaj M3 456.32 457.16 460.64 462.65 464.37 459.03 458.19 461.57 463.84 456.91 457.63 456.32 459.87 463.68 460.44 457.69 462.38 462.93 459.71 460.69 461.74 463.97 463.52 466.44 463.77 461.87 457.31 460.492 13 16 Pared de concreto e=20 cms con ref en 2L vert #4@0.15+Horizontal#3@0.10 Conc 210 moldeado M2 116.75 116.97 117.86 118.38 118.81 117.45 117.23 118.11 118.68 116.9 117.08 116.75 117.66 118.64 117.81 117.09 118.3 118.45 117.61 117.87 118.14 118.71 118.59 119.35 118.66 118.18 117 117.822 13 17 Pared de concreto e=0.25m; RV#5@0.175m+RL#4@0.25m 2L; f'c=210Kg/cm2 M3 484.04 484.88 488.67 490.65 492.55 486.88 485.98 489.44 491.97 484.63 485.52 484.04 487.79 491.73 488.42 485.57 490.39 490.82 487.66 488.72 489.66 492.11 491.61 494.64 491.89 489.74 485.05 488.462 13 18 Pared de concreto e=0.30m refuerzo en 2Lechos: Rv#6@0.30m+Rh#4@0.225m; f'c=280 Kg/cm2; incluye encofrado M2 119.76 119.98 120.9 121.38 121.84 120.46 120.24 121.08 121.73 119.93 120.12 119.76 120.7 121.7 120.85 120.14 121.34 121.43 120.67 120.92 121.15 121.75 121.63 122.35 121.72 121.17 120.02 120.862 13 19 Muro de concreto de sección variable corona=0.40m b=1.50m altura variable; ref. vertical #5 @ 0.20 ambas caras + baston #6 @ M3 256.78 257.22 259.18 260.26 261.24 258.28 257.81 259.67 260.95 257.13 257.52 256.78 258.72 260.84 259.03 257.53 260.13 260.39 258.66 259.2 259.77 261.04 260.74 262.35 260.93 259.82 257.28 259.042 13 20 Muro de concreto corona=0.30m altura variable; ref. vertical #4 @ 0.25 ambas caras + baston #4 @ 0.25 m ref. horizontal #4@0 M3 326.24 326.85 329.32 330.78 331.98 328.2 327.59 330.03 331.63 326.68 327.19 326.24 328.78 331.52 329.19 327.22 330.59 331 328.64 329.36 330.15 331.7 331.38 333.44 331.57 330.23 326.97 329.212 13 21 Muro de concreto de e=0.30m h=3.45m; ref. vertical #4 @ 0.25 ambas caras + baston #4 @ 0.25 m ref. horizontal #4@0.25m amba M3 448.33 449.18 452.59 454.57 456.26 451.01 450.18 453.51 455.74 448.92 449.62 448.33 451.83 455.57 452.4 449.67 454.3 454.85 451.66 452.63 453.68 455.85 455.4 458.25 455.66 453.81 449.33 452.452 13 22 Muro de concreto de sección variable corona=0.30m b=0.50m; ref. vertical #5@0.18 ambas caras ref. horizontal #4@0.30m ambas M3 351.29 351.92 354.6 356.14 357.47 353.36 352.74 355.32 357.08 351.76 352.31 351.29 353.99 356.92 354.42 352.33 355.92 356.31 353.86 354.62 355.45 357.17 356.77 359.01 357.03 355.54 352 354.442 14 1 TENSOR 20X20 4#4+EST#2@15 F´C=210 (POR M3) M3 445.56 446.36 449.84 451.67 453.4 448.19 447.39 450.55 452.87 446.14 446.94 445.56 449.04 452.64 449.57 446.99 451.44 451.84 448.9 449.88 450.78 453 452.51 455.32 452.78 450.86 446.49 449.622 14 2 TENSOR 25X25 4#5+EST#3@15 F´C=210 M3 463.81 464.64 468.26 470.16 471.97 466.54 465.71 469 471.42 464.41 465.25 463.81 467.43 471.18 467.98 465.29 469.93 470.35 467.29 468.31 469.24 471.55 471.04 473.96 471.32 469.33 464.78 468.032 14 3 CONCRETO ARMADO PARA TENSOR T (20X20CMS)1Í1/2" M3 170.71 171.02 172.35 173.04 173.72 171.73 171.41 172.62 173.52 170.93 171.24 170.71 172.05 173.44 172.25 171.25 172.96 173.11 172 172.37 172.71 173.57 173.39 174.45 173.49 172.74 171.07 172.272 14 4 Tensor de 0.30x0.25 m; ref 4#3+Est#2@0.20 m; f'c=210Kg/cm2 M3 199.41 199.77 201.32 202.14 202.92 200.59 200.23 201.64 202.68 199.67 200.03 199.41 200.97 202.58 201.2 200.05 202.04 202.22 200.9 201.34 201.74 202.74 202.52 203.78 202.64 201.78 199.83 201.22

Losa de concreto de espesor minimo e=0.12m; ref long #4@0.15m en 2L+ref transv#3@0.125m en 2L; incluye forjado de gradas de concreto y encofrado

2 14 5 TENSOR(20*20) 4#3+EST#2@15 F´C=210 M3 360.37 361.02 363.83 365.31 366.72 362.5 361.85 364.41 366.29 360.84 361.49 360.37 363.18 366.1 363.62 361.53 365.13 365.46 363.08 363.87 364.59 366.39 366 368.27 366.21 364.66 361.13 363.652 14 6 Tensor de 0.20x0.20 m; ref 4#4+Est#2@0.15 m; f'c=210Kg/cm2 M 12.91 12.94 13.04 13.09 13.14 12.99 12.97 13.06 13.13 12.93 12.95 12.91 13.01 13.12 13.03 12.95 13.08 13.1 13.01 13.04 13.06 13.13 13.12 13.2 13.12 13.07 12.94 13.032 14 7 TENSOR(30X20) 4#4+EST#3@15 F´C=210 M3 354.83 355.47 358.23 359.69 361.07 356.92 356.28 358.8 360.65 355.29 355.93 354.83 357.6 360.47 358.02 355.96 359.51 359.83 357.49 358.27 358.98 360.75 360.36 362.6 360.58 359.05 355.57 358.062 14 8 TENSOR 30X30CMS F´C=280 4#4 ESTRIBO #3 Q 12 CMS M3 366 366.66 369.51 371.02 372.44 368.16 367.5 370.1 372.01 366.48 367.14 366 368.86 371.82 369.3 367.17 370.83 371.16 368.75 369.55 370.28 372.11 371.71 374.02 371.93 370.36 366.77 369.332 14 9 TENSOR 30X30CMS F´C=280 6#4 EST. #3@12CMS M3 411.5 412.24 415.45 417.13 418.74 413.92 413.19 416.11 418.25 412.03 412.77 411.5 414.71 418.04 415.2 412.82 416.93 417.3 414.58 415.49 416.31 418.37 417.92 420.51 418.16 416.39 412.36 415.242 14 10 TENSOR 30X30 4#5+EST#2@15 F´C=210 M3 293.66 294.18 296.47 297.68 298.82 295.39 294.86 296.94 298.47 294.04 294.57 293.66 295.95 298.32 296.3 294.6 297.53 297.8 295.86 296.5 297.09 298.56 298.24 300.09 298.41 297.15 294.27 296.332 14 11 TENSOR T-2 20X25 CMS 4#4 EST. #2 @ 15 CMS. M 20.82 20.85 21.01 21.1 21.18 20.94 20.9 21.05 21.16 20.84 20.88 20.82 20.98 21.15 21 20.88 21.09 21.11 20.97 21.02 21.06 21.16 21.14 21.27 21.15 21.06 20.86 212 14 12 Tensor 20X20CMS con ref 4#3+Est#2@0.15 Concreto 210 y fy=2800 Kg/cm2 M 10.97 10.99 11.07 11.12 11.15 11.04 11.01 11.09 11.14 10.99 11 10.97 11.06 11.14 11.06 11 11.11 11.12 11.04 11.08 11.11 11.14 11.13 11.22 11.14 11.11 10.99 11.062 14 13 TENSOR (25X25) 4#4+EST.#2@15. F´C=210 KG/CM2. M3 294.13 294.65 296.95 298.14 299.31 295.86 295.32 297.41 298.96 294.51 295.04 294.13 296.43 298.82 296.8 295.06 297.99 298.24 296.32 297.01 297.54 299.06 298.74 300.56 298.89 297.59 294.73 296.822 14 14 TENSOR (0.4X0.25) 4#6+EST#3@15. F´C=210KG/CM2. M 5158.8 5168.33 5207.08 5229.38 5249.61 5189.81 5179.13 5217.59 5242.73 5166.49 5174.93 5158.8 5198.4 5240.21 5204.56 5175.33 5226.99 5231.34 5197.1 5207.94 5219.84 5245.36 5238.94 5271.09 5241.74 5220.39 5170.03 5204.852 14 15 TENSOR (0.3X0.25) 4#5+EST#3@15. F´C=210 KG/CM2 M 31.04 31.1 31.33 31.46 31.58 31.23 31.16 31.39 31.54 31.09 31.14 31.04 31.28 31.53 31.31 31.14 31.45 31.47 31.27 31.33 31.41 31.56 31.52 31.71 31.54 31.41 31.11 31.322 14 16 TENSOR (45X25) 4#6 EST#3@15. F´C=210 KG/CM2. M 36.97 37.03 37.32 37.47 37.62 37.19 37.12 37.38 37.58 37.02 37.08 36.97 37.25 37.56 37.31 37.09 37.46 37.49 37.25 37.33 37.4 37.59 37.55 37.78 37.57 37.41 37.05 37.312 14 17 TENSOR (25X20CM) 4#5+ EST#3@10. F´C=210 KG/CM2 M3 557.8 558.6 563 565.2 567.6 561.2 560 563.8 567 558.4 559.4 557.8 562 566.6 562.8 559.4 565 565.6 561.8 563 564.2 567 566.4 569.8 566.8 564.4 558.8 562.82 14 18 TENSOR (20X20) 4#4 + EST #2@20 M3 346.71 347.31 350.02 351.45 352.8 348.76 348.12 350.57 352.38 347.14 347.78 346.71 349.4 352.24 349.84 347.82 351.25 351.57 349.3 350.1 350.72 352.51 352.12 354.29 352.32 350.79 347.41 349.862 14 19 TENSOR (20X20) REF.LONG. 1#5 M3 213.79 214.16 215.83 216.7 217.57 215.06 214.64 216.19 217.31 214.08 214.45 213.79 215.46 217.2 215.73 214.46 216.6 216.78 215.39 215.87 216.27 217.36 217.14 218.46 217.26 216.29 214.24 215.752 14 20 Tensorref. 8#4 estrib. #3 @12 cms F´C=210 KG/CM2. M3 360.61 361.26 364.07 365.54 366.96 362.75 362.08 364.65 366.53 361.08 361.72 360.61 363.43 366.35 363.86 361.76 365.36 365.69 363.32 364.11 364.83 366.64 366.25 368.5 366.46 364.9 361.36 363.892 14 21 Tensor REF. 4#5 EST #3 @ 12 CM CONCRETO F`C = 210 KG/CM2 M3 334.8 335.4 338.02 339.38 340.7 336.79 336.17 338.55 340.3 335.24 335.83 334.8 337.42 340.14 337.82 335.87 339.22 339.52 337.32 338.05 338.72 340.4 340.03 342.13 340.23 338.78 335.5 337.852 14 22 Tensor(15x15) ref. 4#3 est.#2@15 cms. FC=210 KG/CM2 INCLUYE MOLDEADO M3 437.18 437.96 441.34 443.12 444.83 439.75 438.95 442.04 444.32 437.74 438.52 437.18 440.57 444.1 441.09 438.56 442.9 443.29 440.44 441.39 442.26 444.44 443.96 446.68 444.22 442.34 438.08 441.142 14 23 Tensor (22.5 x 25 ) cms. 4 No. 3; est. No. 2 @ 20 cms. concreto 217 kg/cm2 M 21.19 21.23 21.37 21.45 21.53 21.29 21.26 21.41 21.51 21.21 21.24 21.19 21.33 21.49 21.36 21.24 21.43 21.46 21.32 21.37 21.42 21.51 21.49 21.61 21.5 21.42 21.23 21.362 14 24 TENSOR (25X25) CMS. REF. 4#4 + EST. # 2 @ 20 CMS. CONCRETO Fc=210 KG/CM2 M 23.43 23.49 23.67 23.74 23.84 23.56 23.53 23.68 23.8 23.46 23.5 23.43 23.61 23.79 23.63 23.51 23.73 23.76 23.61 23.67 23.71 23.82 23.78 23.94 23.79 23.71 23.5 23.632 14 25 Tensor de 15x15 con 1#6 Concreto 210 y acero G40 M 7.01 7.02 7.08 7.11 7.13 7.05 7.03 7.09 7.13 7.02 7.03 7.01 7.06 7.13 7.07 7.03 7.11 7.11 7.06 7.08 7.1 7.13 7.13 7.15 7.13 7.1 7.02 7.072 14 26 Tensor de 15x15 con 1#8 M 8.32 8.33 8.38 8.42 8.45 8.36 8.34 8.4 8.44 8.32 8.34 8.32 8.37 8.44 8.38 8.34 8.42 8.42 8.36 8.38 8.41 8.44 8.44 8.49 8.44 8.41 8.33 8.382 14 27 Tensor de 25x25 con ref 4#4+Est#3@0.15 Conc 280 y acero G40 M 20.65 20.69 20.85 20.93 21.01 20.78 20.74 20.88 21 20.67 20.72 20.65 20.8 20.98 20.84 20.73 20.93 20.93 20.8 20.85 20.89 21 20.97 21.1 21 20.89 20.69 20.842 14 28 Tensor de 0.30X0.30m; Ref 6#4+Est#3@0.10m; f'c=210Kg/cm2 M 31.36 31.42 31.67 31.79 31.92 31.55 31.5 31.72 31.88 31.41 31.46 31.36 31.61 31.87 31.66 31.46 31.78 31.81 31.6 31.67 31.72 31.88 31.85 32.06 31.88 31.74 31.42 31.662 14 29 Tensor de 0.25x0.25m; ref 4#4+Est#3@0.15m; f'c=210 Kg/cm2 M 20.48 20.51 20.67 20.75 20.84 20.6 20.56 20.69 20.8 20.51 20.53 20.48 20.63 20.8 20.66 20.54 20.74 20.75 20.62 20.67 20.72 20.82 20.8 20.94 20.8 20.72 20.51 20.662 15 1 VIGA DE FUND.(15X25CMS) 4#4 Y EST. #2 @ 15CM M3 294.62 295.15 297.45 298.66 299.81 296.36 295.83 297.92 299.46 295.01 295.54 294.62 296.92 299.31 297.27 295.57 298.51 298.78 296.83 297.48 298.07 299.54 299.22 301.07 299.4 298.13 295.24 297.32 15 2 VIGA DE FUNDACION 40X20CM 4#5+EST#3@15CM M3 315.17 315.73 318.2 319.48 320.72 317.04 316.45 318.7 320.35 315.58 316.14 315.17 317.63 320.19 318.01 316.17 319.32 319.6 317.54 318.23 318.85 320.44 320.1 322.07 320.28 318.92 315.83 318.042 15 3 VIGA DE FUNDACION(20*30) 4#4+#2@12CM M3 338.37 338.96 341.54 342.89 344.17 340.32 339.72 342.06 343.78 338.8 339.39 338.37 340.94 343.61 341.34 339.43 342.72 343.02 340.84 341.57 342.23 343.88 343.51 345.59 343.71 342.29 339.06 341.372 15 4 VIGA DE FUNDACION(20*30) 2#4+2#5+#2@12CM M3 340.95 341.55 344.15 345.52 346.82 342.92 342.32 344.69 346.42 341.39 341.99 340.95 343.55 346.25 343.95 342.02 345.35 345.65 343.45 344.19 344.85 346.52 346.15 348.25 346.35 344.92 341.65 343.992 15 5 VIGA DE FUNDACION 0.50*0.30 4 #6+ 6#3 EST.#3 0.15 M3 360.82 361.47 364.29 365.76 367.18 362.96 362.29 364.86 366.75 361.29 361.93 360.82 363.64 366.57 364.07 361.97 365.58 365.9 363.53 364.32 365.04 366.86 366.46 368.72 366.68 365.11 361.57 364.112 15 6 VIGA DE FUNDACION (70X30) 5#5 +2#4 + EST#3@20 M3 310.21 310.76 313.13 314.34 315.58 311.93 311.32 313.61 315.15 310.52 311.1 310.21 312.51 315.03 312.96 311.11 314.21 314.43 312.44 313.2 313.71 315.21 314.97 316.88 315.1 313.74 310.86 312.982 15 7 VIGA DE FUNDACION (60X30) 4#5 + 2#4 + EST#3@20 M3 307.79 308.33 310.69 311.89 313.11 309.51 308.9 311.17 312.68 308.11 308.67 307.79 310.07 312.58 310.51 308.68 311.77 311.99 310.01 310.75 311.27 312.76 312.51 314.4 312.64 311.29 308.45 310.532 15 8 Viga de Fundación de 0.47x 0.40 ref. long. 3No. 8 y 5 No. 5 estribo No.3@15cm FC=210KG/CM2 M3 347.03 347.65 350.32 351.72 353.05 349.05 348.44 350.86 352.64 347.48 348.09 347.03 349.7 352.47 350.11 348.13 351.55 351.86 349.6 350.35 351.03 352.75 352.37 354.52 352.57 351.1 347.75 350.152 15 9 Viga de cimentación 0.4x0.2 m; 4#4; #3@0.15m concreto premezclado M3 438.64 439.42 442.85 444.64 446.36 441.22 440.43 443.55 445.83 439.2 440 438.64 442.06 445.61 442.58 440.04 444.43 444.82 441.93 442.89 443.77 445.96 445.48 448.24 445.74 443.86 439.56 442.632 15 10 Viga de fundación 40x40x1.75 M. Ref. 4#5 Est. #3@15cms concreto F´c=280 kg/cm2 M3 271.49 271.95 274.07 275.2 276.24 273.08 272.57 274.52 275.94 271.85 272.31 271.49 273.58 275.78 273.9 272.33 275.03 275.27 273.52 274.11 274.66 276.02 275.7 277.41 275.9 274.68 272.03 273.932 15 11 Viga de fundación de 0.30x0.50; RL (4#6+2#5+2#4)+Est#3@0.10 en ZC y nudo y Est#3@0.15 en ZI M3 370.47 371.11 374 375.56 376.98 372.65 371.95 374.62 376.55 370.96 371.6 370.47 373.34 376.36 373.81 371.64 375.34 375.7 373.24 374.06 374.79 376.67 376.25 378.57 376.5 374.83 371.25 373.852 15 12 Viga de fundación 1.65x0.40; Ref 16#4@0.20+Est#5@0.20; f'c=210Kg/cm2 M 172.53 172.82 174.16 174.89 175.56 173.55 173.21 174.46 175.35 172.75 173.05 172.53 173.87 175.27 174.08 173.06 174.79 174.95 173.82 174.19 174.52 175.4 175.23 176.29 175.32 174.54 172.87 174.12 15 13 Viga de fundación 0.60x0.40; Ref 6#6+Est#3@0.15; f'c=210Kg/cm2 M3 309.72 310.26 312.65 313.93 315.17 311.57 310.95 313.17 314.8 310.09 310.65 309.72 312.13 314.66 312.5 310.68 313.79 314.08 312.03 312.73 313.31 314.88 314.56 316.46 314.76 313.37 310.36 312.542 15 14 Viga de fundación 0.40x0.40; Ref 4#6+Est#3@0.15; f'c=210Kgf/cm2 M3 315.42 315.97 318.42 319.71 320.96 317.3 316.67 318.93 320.59 315.81 316.37 315.42 317.88 320.44 318.24 316.4 319.56 319.84 317.78 318.49 319.08 320.67 320.34 322.27 320.53 319.13 316.07 318.292 15 15 Viga de fundación 0.20x0.25; Ref 4#4+Est#3@0.10; f'c=210Kgf/cm2 M 20.48 20.51 20.67 20.75 20.84 20.6 20.56 20.69 20.8 20.51 20.53 20.48 20.63 20.8 20.66 20.54 20.74 20.75 20.62 20.67 20.72 20.82 20.8 20.94 20.8 20.72 20.51 20.662 15 16 Viga de fundación 0.30x0.40; Ref 5#5+Est#2@0.125; f'c=210Kg/cm2 M 33.79 33.85 34.12 34.25 34.38 33.98 33.92 34.15 34.34 33.82 33.89 33.79 34.05 34.33 34.09 33.89 34.22 34.26 34.04 34.12 34.17 34.34 34.3 34.52 34.33 34.17 33.85 34.092 15 17 Viga de fundación 0.25x0.40; Ref 6#4+Est#3@0.15; f'c=210Kgf/cm2 M 30.33 30.39 30.62 30.75 30.88 30.52 30.46 30.69 30.83 30.37 30.43 30.33 30.58 30.82 30.62 30.43 30.73 30.76 30.57 30.63 30.69 30.85 30.81 31 30.82 30.69 30.4 30.622 15 18 Viga de fundación 0.30x0.60; Ref 4#6+Est#3@0.15; f'c=210Kgf/cm2 M 51.66 51.76 52.16 52.37 52.58 51.97 51.87 52.24 52.53 51.73 51.82 51.66 52.08 52.5 52.13 51.84 52.35 52.4 52.06 52.17 52.27 52.53 52.47 52.8 52.5 52.28 51.78 52.142 15 19 Viga de fundación 0.30x0.50; RL(6#5+2#4)+Est#3@0.10 ZC y @0.15 resto; f'c=210Kg/cm2; Inc encofrado M3 416.23 416.94 420.21 421.94 423.59 418.7 417.92 420.87 423.06 416.77 417.52 416.23 419.49 422.86 419.97 417.55 421.72 422.1 419.35 420.27 421.08 423.21 422.73 425.34 422.96 421.14 417.11 420.032 15 20 Viga de fundación 0.30x0.40; ref 4#5+est#3@0.10; f'c=210Kg/cm2; incluye encofrado M 45.86 45.93 46.28 46.45 46.65 46.12 46.02 46.37 46.59 45.91 45.98 45.86 46.21 46.58 46.25 45.98 46.44 46.46 46.18 46.3 46.38 46.6 46.57 46.84 46.59 46.38 45.94 46.272 15 21 Viga de fundación de 0.75x0.35m; ref 12 anillos perimetrales #5+est#4@0.15m; f'c=210Kg/cm2 M3 351.02 351.62 354.35 355.81 357.2 353.11 352.43 354.92 356.76 351.46 352.1 351.02 353.76 356.61 354.16 352.12 355.64 355.96 353.64 354.41 355.09 356.89 356.5 358.69 356.69 355.13 351.77 354.22 17 3 MOLDEADO DE FUNDACIONES MENORES DE 28 CM DE ALTURA M 2.94 2.94 2.97 2.98 2.99 2.95 2.95 2.97 2.99 2.94 2.95 2.94 2.96 2.98 2.96 2.95 2.98 2.98 2.96 2.97 2.97 2.99 2.98 3 2.99 2.97 2.94 2.962 17 4 MOLDEADO DE SOLERAS INTERMEDIAS HASTA 20 CM DE ALTURA M 3.23 3.23 3.26 3.27 3.28 3.25 3.24 3.26 3.28 3.23 3.24 3.23 3.25 3.28 3.26 3.24 3.27 3.27 3.25 3.26 3.26 3.28 3.28 3.3 3.28 3.27 3.23 3.262 17 5 MOLDEADO DE SOLERA DE CORONA HASTA 25 CM DE ALTO M 4.02 4.03 4.06 4.08 4.09 4.04 4.04 4.07 4.09 4.03 4.03 4.02 4.05 4.09 4.06 4.03 4.07 4.08 4.05 4.06 4.07 4.09 4.08 4.11 4.09 4.07 4.03 4.062 17 6 Moldeado en solera de corana desde h=0.25 hasta h=0.55m de altura M 7.9 7.92 7.98 8.01 8.04 7.95 7.94 7.99 8.03 7.91 7.93 7.9 7.96 8.03 7.97 7.93 8.01 8.01 7.96 7.98 8 8.04 8.03 8.08 8.03 8 7.92 7.982 17 8 MOLDEADO DE TAPONES M 4.58 4.59 4.62 4.64 4.66 4.61 4.6 4.63 4.66 4.59 4.59 4.58 4.62 4.65 4.62 4.6 4.64 4.65 4.61 4.63 4.63 4.66 4.65 4.68 4.65 4.64 4.59 4.622 17 9 MOLDEADO DE COLUMNA CON CASTILLO (MADERA) M2 28.67 28.72 28.95 29.06 29.18 28.84 28.79 28.99 29.14 28.71 28.76 28.67 28.89 29.13 28.93 28.76 29.05 29.07 28.89 28.95 29.01 29.15 29.12 29.3 29.14 29.01 28.73 28.932 17 12 Encofrado de estribo de concreto (Zapata pared y cabezal) incluye puntales metálicos M2 12.94 12.97 13.07 13.12 13.17 13.02 13 13.09 13.16 12.96 12.98 12.94 13.05 13.15 13.06 12.99 13.11 13.13 13.04 13.07 13.1 13.16 13.15 13.23 13.15 13.1 12.97 13.062 17 13 Moldeado de solera de fundación o zapata corrida mayor de 28 cm de altura M2 9.89 9.91 9.99 10.03 10.07 9.95 9.93 10 10.06 9.91 9.92 9.89 9.97 10.05 9.98 9.93 10.02 10.03 9.97 9.99 10.01 10.06 10.05 10.11 10.05 10.01 9.91 9.982 17 14 Encofrado Metalico M2 7.24 7.26 7.31 7.34 7.37 7.29 7.27 7.32 7.36 7.25 7.27 7.24 7.3 7.36 7.31 7.27 7.34 7.35 7.3 7.31 7.33 7.36 7.36 7.4 7.36 7.33 7.26 7.312 17 15 Encofrado de paredes de cabezales de concreto M2 10.32 10.34 10.42 10.46 10.5 10.38 10.36 10.44 10.49 10.33 10.35 10.32 10.4 10.48 10.41 10.35 10.46 10.47 10.4 10.42 10.44 10.49 10.48 10.55 10.49 10.44 10.34 10.412 17 16 Moldeado superficies verticales para tapaderas de concretos M2 10.13 10.15 10.23 10.27 10.31 10.19 10.18 10.25 10.3 10.15 10.17 10.13 10.21 10.3 10.23 10.17 10.27 10.28 10.21 10.23 10.25 10.3 10.29 10.36 10.3 10.25 10.16 10.232 17 17 Alquiler y colocación de pilotes metálicos M2 4.69 4.7 4.74 4.76 4.78 4.72 4.71 4.75 4.77 4.7 4.71 4.69 4.73 4.77 4.74 4.71 4.76 4.76 4.73 4.74 4.75 4.77 4.77 4.8 4.77 4.75 4.7 4.742 17 18 Encofrado de perímetro de losa espesor menor o igual a 25 cms M 1.98 1.99 2 2.01 2.02 1.99 1.99 2 2.01 1.98 1.99 1.98 2 2.01 2 1.99 2.01 2.01 2 2 2 2.01 2.01 2.03 2.01 2.01 1.99 22 17 19 Moldeado de vigas al aire incluye pilotes M2 14.77 14.79 14.91 14.97 15.02 14.85 14.83 14.93 15.01 14.78 14.81 14.77 14.88 15 14.9 14.81 14.96 14.97 14.88 14.91 14.94 15.01 15 15.09 15 14.94 14.8 14.92 17 20 Encofrado de columna circular de diámetro hasta 0.40 m; Incluye castillo M 24.26 24.3 24.49 24.59 24.69 24.4 24.36 24.53 24.66 24.29 24.33 24.26 24.45 24.64 24.48 24.34 24.58 24.6 24.44 24.49 24.54 24.66 24.64 24.79 24.65 24.55 24.31 24.482 17 21 Moldeado plano de losas con formaletas metálicas; incluye puntales M2 13.06 13.08 13.18 13.24 13.29 13.14 13.11 13.21 13.27 13.08 13.1 13.06 13.16 13.27 13.18 13.1 13.23 13.24 13.16 13.19 13.21 13.28 13.26 13.35 13.27 13.21 13.09 13.182 17 22 Encofrado de perímetro de losa/zapata espesor mayor de 25 cms (Utilizando plywood de 3/4") M2 7.88 7.9 7.96 7.99 8.02 7.93 7.91 7.97 8.01 7.89 7.91 7.88 7.94 8.01 7.95 7.91 7.99 7.99 7.94 7.96 7.97 8.01 8.01 8.06 8.01 7.98 7.9 7.952 17 23 Encofrado de concreto hidráulico (desde 0.05m hasta 0.10m de espesor) M2 0.7 0.7 0.71 0.71 0.71 0.7 0.7 0.71 0.71 0.7 0.7 0.7 0.7 0.71 0.71 0.7 0.71 0.71 0.7 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.7 0.712 17 24 Encofrado de concreto hidráulico (desde 0.10m hasta 0.15m de espesor) M2 0.78 0.78 0.79 0.79 0.79 0.78 0.78 0.79 0.79 0.78 0.78 0.78 0.78 0.79 0.78 0.78 0.79 0.79 0.78 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.78 0.782 17 25 Encofrado de concreto hidráulico (desde 0.15m de espesor) M 0.76 0.76 0.77 0.77 0.78 0.77 0.77 0.77 0.78 0.76 0.77 0.76 0.77 0.78 0.77 0.77 0.77 0.77 0.77 0.77 0.77 0.78 0.77 0.78 0.78 0.77 0.76 0.772 17 26 Encofrado de columna circular de diámetro hasta 0.30 m; Incluye castillo M 23.38 23.42 23.61 23.7 23.79 23.52 23.48 23.64 23.76 23.41 23.45 23.38 23.56 23.75 23.59 23.46 23.69 23.71 23.56 23.61 23.65 23.77 23.75 23.89 23.76 23.66 23.43 23.592 17 28 Encofrado/desencofrado de llenos de modulación y/o nervios M2 10.43 10.45 10.53 10.57 10.61 10.49 10.47 10.55 10.6 10.44 10.46 10.43 10.51 10.6 10.52 10.46 10.57 10.58 10.51 10.53 10.55 10.6 10.59 10.66 10.6 10.55 10.45 10.522 18 1 CONTRAFUERTE 40X20 2#5+2#4+EST#2@20 F´C=210 M 32.27 32.33 32.58 32.71 32.84 32.46 32.4 32.63 32.8 32.31 32.37 32.27 32.52 32.79 32.56 32.38 32.7 32.73 32.51 32.58 32.65 32.81 32.78 32.98 32.79 32.66 32.34 32.572 18 2 CONTRAFUERTE 40X20 2#5+2#4+EST#2@20+BAST#6 L=2 M 36.43 36.5 36.78 36.93 37.08 36.65 36.58 36.84 37.03 36.48 36.55 36.43 36.72 37.01 36.76 36.55 36.92 36.95 36.71 36.79 36.86 37.04 37 37.23 37.03 36.87 36.51 36.772 18 3 CONTRAFUERTE 55X20 5#6+EST#2@20+BAST#6 L=1.6 M 60.08 60.19 60.66 60.9 61.14 60.43 60.32 60.75 61.06 60.16 60.26 60.08 60.55 61.03 60.62 60.27 60.87 60.93 60.53 60.66 60.78 61.08 61.02 61.39 61.05 60.79 60.2 60.632 18 4 CONTRAFUERTE BLOQUE 20X20X40CM4#5 Y EST.#3@15 M 29.88 29.94 30.17 30.29 30.41 30.06 30.01 30.22 30.37 29.92 29.98 29.88 30.12 30.36 30.15 29.98 30.28 30.3 30.11 30.17 30.23 30.38 30.35 30.54 30.37 30.24 29.95 30.162 18 5 Asiento de Concreto Armado en area de juego de niños M 19.21 19.25 19.4 19.47 19.55 19.33 19.29 19.43 19.53 19.24 19.27 19.21 19.36 19.52 19.38 19.27 19.47 19.48 19.36 19.4 19.44 19.53 19.51 19.63 19.52 19.44 19.25 19.392 18 6 Contrafuerte 1 bloque 20x40 ref. vert 2#4 + estr. #3 @ 20 M 16.41 16.47 16.59 16.65 16.72 16.52 16.5 16.63 16.7 16.46 16.49 16.41 16.54 16.7 16.57 16.49 16.65 16.65 16.54 16.59 16.64 16.7 16.7 16.78 16.7 16.64 16.47 16.582 18 7 CONTRAFUERTE TRAPEZOIDAL SECCION PROM. DE 70 X 28 CMS. REF. 3#7+8#5+3#6 EST. #4 @ 15 CM M 152.28 152.55 153.72 154.34 154.96 153.17 152.9 153.98 154.77 152.45 152.75 152.28 153.45 154.69 153.68 152.78 154.25 154.41 153.39 153.73 154.05 154.78 154.66 155.6 154.74 154.07 152.59 153.692 18 8 Contrafuerte tipo columna 40x40 ref. 4N°5 est N°3 @15cm. f´c=280kg/cm2 incluye moldeado M3 411.87 412.58 415.8 417.51 419.09 414.28 413.53 416.47 418.63 412.42 413.12 411.87 415.05 418.4 415.54 413.16 417.26 417.63 414.96 415.85 416.67 418.73 418.27 420.86 418.55 416.71 412.7 415.592 18 9 Contrafuerte trapezoidal C/R @4.0m. espesor 30cm Ref #5@10cm. concret F´c=280kg/cm2 incluye moldeado M3 603.58 604.64 609.25 611.85 614.22 607.14 606.12 610.28 613.5 604.47 605.36 603.58 608.15 613.16 608.92 605.57 611.43 612.07 608.07 609.4 610.68 613.61 613.06 616.68 613.33 610.72 604.75 608.962 18 10 Contrafuerte 40x40 con block de 20 ref 4#7 est N°3 @0.20 f´c=210kg/cm2 inc forro fachaleta split f M 74.8 74.96 75.54 75.85 76.15 75.24 75.14 75.66 76.06 74.93 75.02 74.8 75.35 76.05 75.43 75.08 75.82 75.88 75.33 75.58 75.68 76.07 76.05 76.45 76.05 75.71 74.96 75.442 18 11 Contrafuerte 20x40 con block de 20 ref 2#6 est N°3 @0.20 f´c=210kg/cm2 inc forro fachaleta split f M 32.92 32.99 33.26 33.4 33.52 33.12 33.08 33.32 33.52 32.98 33 32.92 33.18 33.48 33.21 33.04 33.37 33.41 33.18 33.26 33.33 33.52 33.48 33.66 33.5 33.33 32.99 33.212 18 12 Contrafuerte trapezoidal C/R e=0.30m b=0.30m B=1.7m H=4.10mts Rv#5@0.10+Rh#3@0.25 M3 368.71 369.35 372.24 373.71 375.13 370.86 370.2 372.83 374.69 369.18 369.82 368.71 371.57 374.52 372.03 369.87 373.53 373.86 371.44 372.28 373 374.81 374.4 376.7 374.64 373.07 369.47 372.082 18 13 Contrafuerte de 40x65 con 6#5+Est#3@0.15 Conc 280 Incluye encofrado M3 342.95 343.56 346.24 347.64 348.96 344.99 344.34 346.78 348.56 343.4 344 342.95 345.62 348.41 346.04 344.03 347.47 347.78 345.54 346.26 346.96 348.66 348.3 350.43 348.51 347.03 343.67 346.072 18 15 Contrafuerte de 20x40 Ref 4#6+Est#3@0.15 concr 210Kg/cm2 Incluye encofrado M3 678.09 679.28 684.56 687.37 690.02 682.07 680.79 685.64 689.21 678.93 680.16 678.09 683.39 688.89 684.18 680.26 687 687.62 683.19 684.65 685.98 689.41 688.68 692.95 689.08 686.11 679.52 684.272 18 16 Contrafuerte 1 bloque 20x40 ref. vert. 2#4 + estr. # 2 @ 20 cms. M 15.74 15.76 15.89 15.95 16.01 15.83 15.8 15.91 15.99 15.76 15.78 15.74 15.86 15.98 15.88 15.79 15.94 15.96 15.85 15.89 15.92 16 15.98 16.08 15.99 15.92 15.77 15.882 19 1 CONCRETO SIMPLE 180 KG/CM2 (SOLO HECHURA) M3 111.89 112.08 112.92 113.35 113.78 112.53 112.32 113.09 113.65 112.03 112.22 111.89 112.73 113.6 112.86 112.23 113.29 113.39 112.7 112.93 113.14 113.68 113.57 114.23 113.63 113.16 112.11 112.872 19 2 CONCRETO SIMPLE 180 KG/CM2 (HECHURA Y COLOCACION EN FUNDACIONES) M3 128.59 128.81 129.77 130.27 130.77 129.33 129.08 129.98 130.61 128.75 128.96 128.59 129.55 130.57 129.72 128.98 130.21 130.33 129.53 129.79 130.03 130.66 130.51 131.28 130.6 130.04 128.86 129.722 19 3 CONCRETO SIMPLE 210 KG/CM2 (SOLO HECHURA) M3 123.25 123.46 124.43 124.93 125.42 123.98 123.74 124.62 125.28 123.4 123.62 123.25 124.21 125.22 124.36 123.63 124.87 124.98 124.18 124.44 124.69 125.31 125.18 125.94 125.25 124.71 123.5 124.372 19 4 CONCRETO SIMPLE 210 KG/CM2 (HECHURA Y COLOCACION EN FUNDACIONES) M3 142.51 142.75 143.86 144.45 145.03 143.36 143.06 144.1 144.85 142.69 142.94 142.51 143.62 144.79 143.79 142.95 144.38 144.51 143.58 143.9 144.16 144.89 144.74 145.61 144.82 144.17 142.81 143.812 19 5 CONCRETO SIMPLE 180 KG/CM2 (HECHURA Y COLOCACION EN CONCRETO DE NERVIOS COLUMNAS ALACRANES Y SOLER M3 132.91 133.14 134.14 134.65 135.16 133.67 133.42 134.34 135 133.07 133.29 132.91 133.9 134.95 134.08 133.32 134.59 134.71 133.88 134.15 134.4 135.05 134.9 135.7 134.99 134.42 133.19 134.082 19 6 CONCRETO SIMPLE 180 KG/CM2 (HECHURA Y COLOCACION EN SC VIGAS Y LOSAS) M3 137.23 137.47 138.5 139.03 139.56 138.02 137.76 138.71 139.39 137.4 137.63 137.23 138.26 139.34 138.43 137.65 138.97 139.09 138.23 138.51 138.77 139.44 139.29 140.11 139.38 138.79 137.52 138.442 19 7 Concreto simple f'c=210Kg/cm2; hechura y colocación en: nervios columnas y alacranes M3 249.6 250.04 251.98 253.03 254.02 251.08 250.58 252.38 253.71 249.91 250.35 249.6 251.56 253.59 251.85 250.39 252.89 253.12 251.48 252.02 252.5 253.78 253.52 255.07 253.66 252.54 250.14 251.882 19 8 Concreto simple f'c=210Kg/cm2; hechura y colocación en: soleras vigas y losas. M3 246.65 247.08 249 250.03 251.01 248.1 247.62 249.39 250.7 246.96 247.39 246.65 248.59 250.58 248.87 247.42 249.9 250.12 248.5 249.04 249.52 250.76 250.51 252.05 250.64 249.55 247.16 248.92 19 9 Hechura de concreto simple f'c=280Kg/cm2 M3 125.37 125.59 126.57 127.08 127.57 126.11 125.88 126.77 127.42 125.53 125.75 125.37 126.34 127.36 126.5 125.77 127.02 127.13 126.31 126.58 126.83 127.46 127.32 128.11 127.4 126.86 125.63 126.512 19 10 Conceto simple f'c=280kg/cm2 (Hechura y colocación en fundaciones) M3 159.89 160.15 161.41 162.06 162.7 160.83 160.52 161.67 162.51 160.1 160.37 159.89 161.12 162.43 161.3 160.38 161.98 162.11 161.09 161.43 161.75 162.57 162.38 163.38 162.49 161.76 160.2 161.312 19 11 Concreto simple f'c=280 kg/cm2 (Hechura y colocación Nervios Columnas Alacranes y SI) M3 166.92 167.19 168.5 169.18 169.85 167.9 167.59 168.77 169.66 167.14 167.43 166.92 168.21 169.57 168.4 167.44 169.09 169.23 168.17 168.51 168.86 169.72 169.52 170.55 169.64 168.88 167.24 168.412 19 12 Concreto simple f'c=280Kg/cm2 (Hechura y colocación en SC Vigas y Losas) M3 165.54 165.81 167.12 167.79 168.45 166.52 166.2 167.38 168.25 165.76 166.05 165.54 166.83 168.17 167.01 166.06 167.7 167.84 166.79 167.13 167.47 168.32 168.12 169.15 168.23 167.49 165.86 167.022 19 13 CONCRETO SIMPLE 210 KG/CM2 (HECHURA Y COLOCACION CON BOMBA) M3 173.15 173.38 174.42 174.98 175.51 173.95 173.68 174.64 175.35 173.33 173.55 173.15 174.2 175.28 174.35 173.56 174.9 175.03 174.16 174.45 174.7 175.38 175.25 176.06 175.31 174.71 173.44 174.382 19 14 Concreto Premezclado fc=250 km/cm2 ( sum. e Inst.) M3 126.89 127.11 128.1 128.62 129.12 127.63 127.41 128.31 128.97 127.05 127.28 126.89 127.88 128.9 128.03 127.29 128.56 128.68 127.84 128.12 128.37 129.01 128.87 129.67 128.94 128.4 127.15 128.042 19 15 Concreto Simple FC= 140 KG/CM2 (hechura con concretera de 1 bolsa) M3 98.65 98.83 99.59 99.98 100.37 99.24 99.05 99.74 100.26 98.78 98.95 98.65 99.42 100.21 99.53 98.96 99.93 100.02 99.39 99.6 99.79 100.29 100.18 100.78 100.24 99.81 98.86 99.542 19 16 Concreto Simple FC= 150 KG/CM2 (hechura con concretera de 1 bolsa) M3 114.05 114.25 115.12 115.57 116.02 114.72 114.5 115.3 115.89 114.2 114.39 114.05 114.93 115.83 115.06 114.4 115.52 115.61 114.89 115.13 115.35 115.92 115.8 116.49 115.86 115.37 114.28 115.07

2 19 17 CONCRETO SIMPLE 217 KG/CM2 (HECHURA Y COLOCACION) M3 190.92 191.23 192.64 193.35 194.08 191.99 191.63 192.92 193.87 191.14 191.46 190.92 192.33 193.78 192.53 191.48 193.27 193.42 192.27 192.66 193 193.92 193.73 194.83 193.84 193.04 191.29 192.552 19 18 Franja de concreto lavado con hormigon ancho =30 cms. E=10 cms. Fc=140 Kg/cm2 M 7.03 7.05 7.1 7.13 7.16 7.08 7.06 7.11 7.15 7.04 7.05 7.03 7.09 7.15 7.1 7.06 7.13 7.13 7.09 7.1 7.12 7.15 7.14 7.19 7.15 7.12 7.05 7.12 19 19 Hechura de bocel de concreto lavado Fc=140 Kg/cm2 con hormigon M 4.39 4.39 4.43 4.45 4.46 4.41 4.4 4.43 4.46 4.39 4.4 4.39 4.42 4.46 4.42 4.4 4.44 4.45 4.42 4.43 4.44 4.46 4.45 4.48 4.46 4.44 4.39 4.432 19 20 Concreto Ciclopeo f´c=180 Kg/cm2 M2 24.06 24.1 24.29 24.39 24.48 24.2 24.16 24.33 24.45 24.09 24.13 24.06 24.25 24.44 24.27 24.13 24.38 24.4 24.24 24.29 24.34 24.46 24.43 24.58 24.45 24.34 24.11 24.282 19 22 Hechura y colocación de Concreto ciclopeo f´c 180 kg/cm2 M3 68.92 69.04 69.58 69.86 70.13 69.32 69.2 69.69 70.05 69.01 69.13 68.92 69.46 70.01 69.54 69.14 69.83 69.89 69.43 69.59 69.72 70.07 69.99 70.43 70.03 69.74 69.06 69.542 19 23 CONCRETO CON RESISTENCIA 210 KG/CM2 CON CEMENTO TIPO V. (HECHURA Y COLOCACION) M3 227.21 227.6 229.28 230.15 231.01 228.5 228.08 229.62 230.75 227.49 227.87 227.21 228.9 230.65 229.15 227.89 230.05 230.24 228.83 229.3 229.73 230.82 230.58 231.92 230.71 229.77 227.66 229.172 19 24 Concreto ciclópeo; f'c=210Kg/cm2 M3 72.18 72.31 72.87 73.17 73.45 72.61 72.48 72.99 73.36 72.27 72.4 72.18 72.74 73.33 72.83 72.41 73.13 73.2 72.72 72.88 73.02 73.39 73.31 73.76 73.35 73.04 72.33 72.842 19 25 Concreto simple f´c=280 Kg/cm2 (Hechura en obra colocación y curado) M3 162.32 162.6 163.79 164.42 165.02 163.23 162.95 164.04 164.84 162.52 162.8 162.32 163.52 164.76 163.7 162.81 164.35 164.49 163.47 163.81 164.12 164.89 164.72 165.69 164.81 164.15 162.64 163.722 19 26 CONCRETO CICLOPEO CON CEMENTO TIPO V A COLOCAR MAR A DENTRO. CONCRETO 180 KG/CM2 M3 204.48 204.85 206.45 207.28 208.08 205.69 205.31 206.77 207.84 204.75 205.11 204.48 206.08 207.74 206.32 205.13 207.18 207.36 206.02 206.47 206.87 207.9 207.68 208.96 207.8 206.91 204.91 206.342 19 27 HECHURA Y COLOCACIÓN DE CONCRETO CICLÓPEO 180 kg/cm2 M3 103.08 103.26 104.07 104.48 104.89 103.69 103.5 104.23 104.77 103.21 103.39 103.08 103.88 104.72 104.01 103.4 104.43 104.53 103.85 104.08 104.28 104.8 104.69 105.33 104.75 104.3 103.29 104.022 19 28 HECHURA Y COLOCACIÓN DE CONCRETO f'c = 217 kg/cm2 M3 126.74 126.96 127.93 128.42 128.92 127.48 127.24 128.12 128.78 126.9 127.11 126.74 127.71 128.72 127.85 127.13 128.36 128.47 127.67 127.94 128.18 128.81 128.68 129.44 128.75 128.21 126.99 127.872 19 29 Concreto simple f'c=280Kg/cm2; e=0.125 m hechura y colocación. M2 17.98 18.01 18.15 18.22 18.29 18.08 18.05 18.18 18.27 18 18.03 17.98 18.12 18.26 18.14 18.03 18.21 18.23 18.11 18.15 18.19 18.28 18.26 18.37 18.27 18.19 18.01 18.142 19 31 Concreto simple f'c=350 Kg/cm2; suministro y colocación. M3 168.77 169.07 170.39 171.08 171.74 169.76 169.46 170.66 171.53 168.99 169.29 168.77 170.08 171.45 170.29 169.31 170.99 171.15 170.03 170.4 170.74 171.58 171.4 172.46 171.5 170.77 169.12 170.32 19 32 Roca volcada y ligada con mortero prop 1:7 M3 77 77.14 77.74 78.05 78.35 77.45 77.31 77.86 78.26 77.1 77.24 77 77.6 78.22 77.69 77.24 78.01 78.08 77.57 77.74 77.9 78.28 78.2 78.68 78.24 77.91 77.16 77.72 19 33 Concreto 1:2:2 con colorante (hechura colocación y vibrado en fundaciones) M3 151.46 151.73 152.92 153.53 154.13 152.37 152.07 153.16 153.96 151.66 151.93 151.46 152.65 153.88 152.83 151.94 153.46 153.59 152.61 152.93 153.23 154 153.84 154.78 153.92 153.26 151.78 152.842 19 34 Concreto f'c=180Kgf/cm2 con colorante (hechura colocación y vibrado en fundaciones) M3 134.7 134.94 136 136.54 137.08 135.51 135.25 136.21 136.92 134.87 135.11 134.7 135.76 136.85 135.92 135.13 136.47 136.59 135.72 136.01 136.27 136.96 136.81 137.65 136.89 136.3 134.98 135.932 19 35 Concreto simple f'c=210 Kg/cm2 resistente a ambientes marinos (Hechura y colocación en fundaciones) M3 169.92 170.22 171.5 172.16 172.81 170.9 170.59 171.76 172.62 170.13 170.42 169.92 171.21 172.54 171.4 170.44 172.08 172.22 171.16 171.51 171.84 172.67 172.49 173.51 172.59 171.87 170.26 171.422 19 36 Concreto simple f'c=210 Kg/cm2 resistente a amb marinos (Hech/colocación en vigas soleras y losas) M3 171.94 172.24 173.54 174.21 174.87 172.93 172.61 173.8 174.67 172.16 172.45 171.94 173.24 174.59 173.44 172.47 174.13 174.27 173.19 173.55 173.88 174.72 174.54 175.57 174.64 173.91 172.29 173.462 19 37 Concreto simple f'c=210 Kg/cm2 resistente a ambientes marinos (Hech/colocación Col Ner y Alacran) M3 173.72 174.02 175.34 176.01 176.68 174.72 174.4 175.6 176.48 173.94 174.24 173.72 175.04 176.4 175.24 174.25 175.93 176.08 174.99 175.35 175.68 176.53 176.35 177.39 176.45 175.71 174.07 175.252 19 38 Hechura de concreto graut f'c=180 Kg/cm2 (con concretera de 1 bolsa) M3 121.61 121.82 122.78 123.27 123.75 122.34 122.1 122.97 123.61 121.76 121.98 121.61 122.56 123.55 122.71 121.99 123.21 123.31 122.53 122.79 123.03 123.65 123.52 124.27 123.59 123.05 121.86 122.722 19 50 Hechura de concreto simple f'c=280 Kg/cm2 (Utilizando concretera de 1 bolsa) M3 147.33 147.59 148.75 149.34 149.93 148.21 147.93 148.98 149.76 147.52 147.78 147.33 148.49 149.69 148.66 147.8 149.27 149.4 148.44 148.76 149.05 149.8 149.64 150.55 149.73 149.08 147.64 148.682 20 1 MORTERO 1:4 M3 104.14 104.33 105.14 105.56 105.98 104.77 104.56 105.31 105.86 104.28 104.46 104.14 104.96 105.81 105.08 104.47 105.51 105.6 104.93 105.15 105.36 105.89 105.78 106.42 105.84 105.38 104.36 105.092 20 2 MORTERO 1:5 M3 90.86 91.02 91.73 92.1 92.47 91.41 91.22 91.88 92.36 90.98 91.14 90.86 91.57 92.31 91.68 91.14 92.05 92.13 91.55 91.74 91.92 92.39 92.29 92.85 92.34 91.94 91.05 91.692 20 3 MORTERO 1:1 M3 213.93 214.31 215.99 216.85 217.71 215.21 214.8 216.33 217.46 214.21 214.58 213.93 215.61 217.35 215.86 214.61 216.75 216.93 215.55 216.01 216.43 217.52 217.29 218.61 217.41 216.47 214.38 215.882 20 4 MORTERO 1:2 M3 153.87 154.14 155.35 155.96 156.58 154.79 154.49 155.59 156.4 154.06 154.34 153.87 155.08 156.33 155.26 154.35 155.89 156.03 155.03 155.36 155.66 156.45 156.28 157.23 156.37 155.69 154.19 155.272 20 5 MORTERO 1:3 M3 132.46 132.7 133.73 134.28 134.79 133.24 133.01 133.95 134.63 132.63 132.87 132.46 133.5 134.57 133.65 132.89 134.21 134.33 133.46 133.75 134.01 134.67 134.53 135.36 134.61 134.04 132.74 133.672 20 6 MORTERO 1:6 M3 82.7 82.84 83.49 83.82 84.16 83.19 83.03 83.62 84.06 82.8 82.95 82.7 83.35 84.02 83.44 82.96 83.78 83.86 83.32 83.5 83.66 84.09 84 84.5 84.05 83.68 82.87 83.452 20 7 Mortero 1:3 (mezclado c/concretera) M3 167.48 167.77 169.08 169.76 170.42 168.47 168.15 169.34 170.23 167.69 167.98 167.48 168.79 170.14 168.98 168 169.67 169.82 168.74 169.1 169.43 170.28 170.1 171.13 170.19 169.46 167.82 1692 20 8 Hech y coloc grout alta resistencia f'c=300 Kg/cm2 (con aditivo que cumple la norma ASTM C 939 C621) M3 843.98 845.49 852.08 855.53 858.84 848.97 847.42 853.42 857.83 845.07 846.58 843.98 850.56 857.41 851.57 846.67 855.11 855.86 850.31 852.16 853.85 858.08 857.15 862.45 857.66 854.01 845.74 851.662 21 1 ADHESION DE CONCRETO VIEJO CON NUEVO M2 11.61 11.63 11.72 11.77 11.81 11.68 11.66 11.74 11.8 11.62 11.65 11.61 11.7 11.79 11.71 11.65 11.76 11.77 11.7 11.72 11.75 11.8 11.79 11.86 11.8 11.75 11.63 11.722 21 2 Mesa concreto D=1.0m con ref#3@0.18AS columna D=0.30 con 4#3+E#2@0.15+Zap 0.4x0.4x0.2 ref#3@0.10AS U 87.56 87.73 88.41 88.76 89.12 88.08 87.93 88.55 88.99 87.67 87.83 87.56 88.24 88.97 88.34 87.84 88.71 88.79 88.22 88.41 88.6 89.03 88.94 89.48 88.97 88.6 87.73 88.362 21 3 REPARACION DE PEDESTAL PARA LUMINARIA U 29.42 29.48 29.7 29.83 29.94 29.59 29.55 29.76 29.9 29.45 29.52 29.42 29.65 29.89 29.69 29.52 29.82 29.84 29.65 29.72 29.77 29.92 29.89 30.06 29.89 29.78 29.48 29.692 21 5 Peldaño de 1.5X0.3 Angulo 2"X1/4" Ho. Nº3 @ 10C M A.S. CONCRETO F`C = 210 KG/CM2 U 34.73 34.78 35.02 35.15 35.27 34.91 34.85 35.07 35.23 34.77 34.82 34.73 34.97 35.22 35 34.83 35.13 35.16 34.96 35.03 35.09 35.24 35.21 35.4 35.23 35.09 34.79 35.012 21 6 Descanso P/ escalera ancho 1.50 X 1.20 mts. Angulo de 2"x1/4" Ho. Nº3 @10C M A.S. CONCRETO F`C = 210 M2 89.56 89.71 90.37 90.71 91.04 90.06 89.91 90.5 90.94 89.67 89.82 89.56 90.22 90.9 90.32 89.83 90.67 90.75 90.19 90.38 90.54 90.97 90.87 91.4 90.92 90.56 89.74 90.332 21 7 Tope de concreto de tapial de 0.25x0.1 2#3 f´c = M 15.32 15.35 15.47 15.53 15.59 15.41 15.38 15.49 15.57 15.34 15.37 15.32 15.44 15.56 15.46 15.37 15.52 15.54 15.44 15.47 15.5 15.57 15.56 15.65 15.57 15.5 15.35 15.462 21 8 Capitel de ventana M 31.6 31.64 31.89 32.03 32.14 31.77 31.71 31.96 32.12 31.63 31.67 31.6 31.82 32.1 31.86 31.68 32.03 32.05 31.82 31.89 31.98 32.12 32.09 32.27 32.12 31.98 31.65 31.872 21 9 Repisa de ventana M 30.4 30.45 30.68 30.83 30.95 30.57 30.52 30.74 30.9 30.44 30.48 30.4 30.64 30.89 30.67 30.48 30.81 30.84 30.63 30.69 30.76 30.91 30.88 31.07 30.9 30.77 30.45 30.672 21 10 Faldón de concreto en escaleras estr y refur. #3 y 4 f´c=210 Kg/cm2 M3 591.24 592.3 596.91 599.34 601.69 594.73 593.61 597.88 600.95 592 593.05 591.24 595.91 600.65 596.6 593.11 599.05 599.57 595.69 597.01 598.15 601.1 600.48 604.19 600.81 598.25 592.48 596.662 21 11 Hechura y Colocación Concreto 210 Kg/cm2 en canalizaciones electricas (0.1x0.4)m M 5.29 5.3 5.34 5.36 5.38 5.32 5.31 5.34 5.37 5.3 5.3 5.29 5.33 5.37 5.33 5.31 5.35 5.36 5.33 5.34 5.35 5.37 5.37 5.4 5.37 5.35 5.3 5.342 21 12 Obras civiles para montaje de bascula pesa camiones de 30 ton Sg. 12708.52 12730.41 12830.01 12881.9 12932.1 12783.43 12759.71 12850.47 12916.85 12725.12 12747.37 12708.52 12807.09 12910.53 12821.92 12748.46 12875.6 12886.48 12803.89 12831.39 12856.84 12921.1 12906.61 12986.45 12914.74 12858.61 12734.31 12822.922 21 13 Remate de barandal 1.96 m3 f'c=280 Kgf/cm2 Ref #2 G40 #4 y #5 G60 (incluye encofrado) C/u 486.25 487.06 490.87 492.83 494.78 489.09 488.2 491.64 494.23 486.89 487.71 486.25 490.01 493.95 490.55 487.77 492.6 492.99 489.88 490.9 491.91 494.37 493.78 496.85 494.15 492 487.21 490.62 21 14 Anclaje de viga 20x28 a viga existente en gradas (Incluye encofrado f'c=210 Kgf/mc2 y Ho G40 y G60) M 83.66 83.81 84.45 84.79 85.13 84.16 83.98 84.58 85.01 83.74 83.9 83.66 84.32 84.98 84.4 83.91 84.75 84.83 84.29 84.46 84.62 85.04 84.97 85.47 84.99 84.62 83.84 84.422 21 15 Solera en T en repisa de ventana con ref 2#3+G#2@0.15 G40 concreto 210 (Incluye encofrado) M 18.29 18.33 18.46 18.52 18.6 18.4 18.35 18.48 18.57 18.33 18.35 18.29 18.44 18.57 18.45 18.35 18.5 18.54 18.42 18.47 18.49 18.57 18.55 18.68 18.57 18.49 18.33 18.452 21 16 Moldura de concreto 10X10 RAP1#4 adicional +G#2@0.15 (Relieve de ventanas) M 9.21 9.21 9.28 9.3 9.36 9.24 9.23 9.3 9.35 9.21 9.22 9.21 9.27 9.34 9.28 9.22 9.3 9.3 9.27 9.29 9.3 9.35 9.34 9.41 9.35 9.3 9.21 9.282 21 17 Tope de concreto 15x15 con 2#3+G y pin #4anclado @0.20 (Perqueo vehicular) M 11.73 11.76 11.86 11.9 11.94 11.79 11.77 11.87 11.92 11.74 11.77 11.73 11.82 11.92 11.85 11.77 11.88 11.92 11.81 11.86 11.87 11.92 11.92 11.99 11.92 11.87 11.76 11.852 21 18 Cargadero de puerta losa e=10 cms con #3@0.20 AS M3 493.2 494.06 497.91 499.94 501.88 496.13 495.17 498.68 501.27 493.81 494.69 493.2 497.06 501.04 497.63 494.73 499.69 500.13 496.92 497.98 498.94 501.43 500.89 503.99 501.19 499.04 494.22 497.692 21 19 Cargadero de ventana de 20x15 con saliente de 40x7.5 y cortagotas Ref 7#3+(E#2+G#2)@15 cms M 39.36 39.45 39.76 39.92 40.07 39.63 39.56 39.8 40.04 39.44 39.51 39.36 39.7 40.02 39.73 39.52 39.9 39.95 39.67 39.76 39.84 40.04 39.98 40.24 40.02 39.84 39.46 39.752 21 20 Repisa de concreo armado E=10CMS Ancho=30CMS 3#3+G#3@0.15 concreto 210 y fy=2800kgf/cm2 M 28.74 28.83 29.02 29.14 29.27 28.91 28.87 29.07 29.21 28.79 28.84 28.74 28.98 29.19 29.01 28.85 29.12 29.14 28.97 29.02 29.09 29.21 29.18 29.38 29.2 29.09 28.83 29.012 21 21 Obra de paso ancho 1.10m 2 losas e=12cms con ref #3@0.25 AS 2L y 2 soleras de 20x25 4#4+EST#3@0.10 M 143.87 144.13 145.23 145.81 146.41 144.72 144.43 145.49 146.16 144.09 144.29 143.87 144.97 146.11 145.14 144.34 145.76 145.86 144.91 145.24 145.57 146.26 146.09 147.03 146.15 145.58 144.17 145.152 21 22 Helados de concreto de 5x5x5 cm U 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.152 21 23 Huella metálica de 0.30x0.90 con ángulo de 2x2x1/8" y ref #3@0.15 AS concreto 210 C/u 21.23 21.27 21.4 21.46 21.52 21.34 21.3 21.42 21.51 21.25 21.29 21.23 21.37 21.51 21.39 21.3 21.45 21.48 21.36 21.4 21.42 21.51 21.5 21.6 21.51 21.43 21.27 21.392 21 24 Broquel de 60x60 con bloque de 10x20x40 h=0.25m U 6.55 6.56 6.6 6.64 6.66 6.58 6.57 6.63 6.66 6.55 6.57 6.55 6.59 6.66 6.6 6.57 6.64 6.64 6.59 6.6 6.64 6.66 6.66 6.69 6.66 6.64 6.56 6.62 21 25 Anclaje con acero #10 (1 1/4") Long=3.50m C/u 26.44 26.51 26.72 26.83 26.93 26.62 26.58 26.76 26.9 26.51 26.55 26.44 26.65 26.86 26.72 26.55 26.79 26.83 26.65 26.72 26.76 26.93 26.86 27.04 26.9 26.79 26.51 26.722 21 26 Solera de corona 10x15+5x10 c/r 3#3+G#2@0.15+Pin#3@0.20 anclado a c/r exist Conc 210 Inc encofrado M 21.31 21.35 21.51 21.6 21.71 21.44 21.42 21.54 21.67 21.32 21.38 21.31 21.49 21.66 21.5 21.38 21.59 21.61 21.47 21.52 21.55 21.69 21.64 21.79 21.66 21.56 21.35 21.512 21 27 Solera de corona 15x5 con refuerzo 1#3+Pin#3@0.20 anclado a c/r exist. Conc 210 Inc encofrado M 12.33 12.35 12.44 12.48 12.54 12.38 12.37 12.46 12.51 12.33 12.36 12.33 12.42 12.5 12.43 12.36 12.48 12.48 12.41 12.44 12.47 12.52 12.5 12.61 12.51 12.47 12.35 12.442 21 28 Elevación de tapadera de caja de ALL U 18.49 18.52 18.65 18.74 18.81 18.59 18.57 18.69 18.79 18.5 18.54 18.49 18.64 18.78 18.64 18.54 18.72 18.74 18.63 18.65 18.7 18.8 18.78 18.89 18.78 18.7 18.53 18.652 21 29 Elevación de cubre válvula con concreto simple U 9.02 9.05 9.11 9.15 9.2 9.08 9.07 9.13 9.18 9.05 9.06 9.02 9.1 9.18 9.11 9.06 9.14 9.15 9.1 9.11 9.13 9.18 9.17 9.23 9.18 9.13 9.05 9.112 21 30 Pasatubos en pared de tanque de 0.28x0.28m; ref 4#3+est#3@0.10m; f'c=210Kg/cm2; incluye encofrado M3 427.32 428.06 431.4 433.16 434.86 429.82 429.01 432.09 434.33 427.87 428.62 427.32 430.67 434.13 431.15 428.66 432.93 433.32 430.53 431.46 432.31 434.44 434 436.67 434.24 432.36 428.2 431.22 21 31 Bordillo de 0.08x0.05m para caja de inspección refuerzo 1#3+G#2@0.15m f'c=210Kg/cm2 M 1.83 1.83 1.85 1.85 1.86 1.84 1.84 1.85 1.86 1.83 1.83 1.83 1.84 1.86 1.84 1.83 1.85 1.85 1.84 1.85 1.85 1.86 1.86 1.87 1.86 1.85 1.83 1.842 21 32 Pretil de retensión base=0.70m corona=0.40m y h=0.50m; ref long 6#3+ref transv #4@0.20m; f'c=280Kg/cm2; incluye encofrado M 82.72 82.87 83.54 83.85 84.18 83.22 83.05 83.64 84.08 82.83 82.98 82.72 83.38 84.04 83.48 82.99 83.81 83.87 83.36 83.54 83.68 84.1 84.02 84.52 84.07 83.68 82.92 83.492 21 33 Curva sanitaria con refuerzo longitudinal y transversal unión pared-pared o pared-piso f'c=210Kg/cm2; incluye moldeado M 8.64 8.64 8.74 8.76 8.8 8.69 8.68 8.76 8.78 8.64 8.66 8.64 8.72 8.77 8.73 8.67 8.76 8.76 8.7 8.74 8.76 8.79 8.77 8.83 8.77 8.76 8.64 8.742 21 34 Pin # 5 de enlace entre pared y marco incluye cañuela de 2x1 CH 16 HoGo U 2.75 2.75 2.77 2.78 2.79 2.76 2.76 2.78 2.79 2.75 2.75 2.75 2.77 2.79 2.77 2.75 2.78 2.78 2.77 2.77 2.78 2.79 2.79 2.81 2.79 2.78 2.75 2.772 21 35 Repisa de concreto armado en ventana forrada con estructura de madera M 54.07 54.17 54.59 54.81 55.02 54.4 54.3 54.67 54.97 54.14 54.23 54.07 54.5 54.94 54.57 54.23 54.8 54.84 54.48 54.61 54.7 54.99 54.93 55.26 54.96 54.72 54.19 54.582 21 36 Zapata de 1.30x1.30x0.50m r+pedestal de 0.30x1.30x0.60m refuerzo según detalle; f'c=280Kg/cm2; incluye encofrado U 357.72 358.34 361.14 362.59 364 359.83 359.16 361.69 363.58 358.2 358.8 357.72 360.48 363.41 360.89 358.84 362.43 362.74 360.37 361.17 361.86 363.72 363.28 365.53 363.54 361.96 358.42 360.932 22 1 ESTRIBO DE EN L DE 1.2X.4+.4X.4. REFUERZO LONGITUDINAL 15#4 Y TRANSVERSAL #4@25 M3 288.87 289.36 291.62 292.81 293.9 290.55 290.05 292.07 293.56 289.26 289.78 288.87 291.13 293.43 291.46 289.8 292.62 292.88 291.03 291.64 292.23 293.67 293.36 295.18 293.53 292.28 289.42 291.472 22 2 CONCRETO PARA DIAFRAGMA (70X20) 6#4+4#6+EST#3@25. F´C=280 KG/CM2 M3 535.35 536.33 540.64 542.83 544.77 538.68 537.55 541.34 544.34 536.08 537.08 535.35 539.49 544.01 540.19 537.12 542.63 542.97 539.4 540.67 541.75 544.46 543.81 547.17 544.27 541.82 536.53 540.312 22 3 Diafragma 25x70 cm 2#5 + 4#4 + 2#6 Est. #3 @ 0.15 cm moldeado fc= 280 kg/cm2 M3 468.89 469.73 473.35 475.25 477.06 471.63 470.8 474.09 476.5 469.5 470.33 468.89 472.51 476.27 473.07 470.38 475.02 475.43 472.37 473.39 474.32 476.64 476.13 479.05 476.41 474.41 469.87 473.122 22 4 Poste de Concreto P/ Barandal 25x25 x100 CMS REF 2#4 + 3#6 Est. #3 @ 0.10 cm incluye el Moldeado M 54 54.09 54.51 54.73 54.95 54.31 54.22 54.6 54.88 54.07 54.16 54 54.42 54.85 54.48 54.17 54.71 54.76 54.4 54.52 54.63 54.9 54.84 55.18 54.87 54.64 54.11 54.492 22 5 Bloque antisismico 35x25x45 cms REF. 4#4+3#5+pasador # 8 U 51.55 51.65 52.05 52.26 52.46 51.86 51.77 52.13 52.4 51.62 51.71 51.55 51.96 52.38 52.02 51.72 52.23 52.28 51.94 52.06 52.16 52.42 52.36 52.68 52.39 52.17 51.66 52.022 22 6 Losa de distribución y amarre hierro grado 60 N°4 @ 15 cms a.s. M3 247.29 247.73 249.67 250.68 251.64 248.75 248.3 250.06 251.35 247.61 248.05 247.29 249.22 251.23 249.52 248.08 250.55 250.77 249.15 249.69 250.18 251.42 251.15 252.71 251.3 250.23 247.81 249.542 22 7 Losa de Acera Peatonal ANCHO 0.61 MTS e = 20 cm 3#4 anclado a la losa M3 288.51 289.02 291.23 292.39 293.49 290.18 289.67 291.68 293.15 288.87 289.38 288.51 290.72 293.01 291.06 289.41 292.25 292.5 290.63 291.25 291.82 293.24 292.93 294.71 293.1 291.88 289.1 291.082 22 8 Placa de Acero de 8"x8"x1/8" PARA APOYO U 19.06 19.08 19.16 19.21 19.25 19.12 19.1 19.18 19.24 19.07 19.09 19.06 19.14 19.23 19.15 19.09 19.2 19.21 19.14 19.16 19.18 19.24 19.23 19.29 19.23 19.19 19.08 19.162 22 9 Viga Cabezal concreto armado (viga 40x 50 CM con llave REF.10 # 4+ estribo #4@ 25 cm)+(Cabezal 35x1 M3 257.45 257.9 259.87 260.9 261.89 258.94 258.48 260.27 261.59 257.78 258.23 257.45 259.42 261.46 259.72 258.25 260.78 261 259.34 259.9 260.4 261.66 261.39 262.97 261.54 260.45 257.98 259.752 22 10 Sum. e Inst. de Vigas Pretensadas TIPO T de 1.60 mts de ala y 1.20 mts. de alto. M 840.22 841.73 848.29 851.73 855.01 845.18 843.66 849.63 854 841.31 842.82 840.22 846.77 853.58 847.78 842.91 851.31 852.07 846.52 848.37 850.05 854.25 853.33 858.62 853.83 850.22 841.98 847.872 22 11 Sum. e Inst. de Vigas Pretensadas TIPO I 0.50 mts superior 0.60 mts inferior y 1.20 mts de alto M 840.22 841.73 848.29 851.73 855.01 845.18 843.66 849.63 854 841.31 842.82 840.22 846.77 853.58 847.78 842.91 851.31 852.07 846.52 848.37 850.05 854.25 853.33 858.62 853.83 850.22 841.98 847.872 22 12 Bloque Antisismico 30x30x25 8#4 + e. #3@5 M3 460.85 461.68 465.28 467.17 468.97 463.57 462.74 466.02 468.41 461.45 462.28 460.85 464.45 468.18 465 462.33 466.94 467.35 464.31 465.32 466.25 468.55 468.04 470.95 468.32 466.34 461.82 465.052 22 13 Cuña de concreto (0.4x0.5) 6No5 e. #3@0.2 alacran #3@0.20 +(0.25*0.5) 6 No4 e.#4@0.15 M3 290.15 290.68 292.94 294.13 295.26 291.87 291.34 293.4 294.91 290.53 291.05 290.15 292.42 294.77 292.76 291.08 293.98 294.24 292.33 292.97 293.55 295 294.68 296.51 294.85 293.61 290.76 292.792 22 14 SUMINISTRO Y MONTAJE DE VIGA POSTENSADA EN FORMA DE "T"; H=1.15MTS. 30 MTS. DE LONG.; 1.50MTS DE ALA C/u 34147.7 34209.17 34475.52 34615.52 34748.7 34349.17 34287.71 34530.15 34707.72 34192.09 34253.56 34147.7 34414.05 34690.65 34455.03 34256.97 34598.45 34629.18 34403.81 34478.93 34547.23 34717.97 34680.4 34895.53 34700.89 34554.06 34219.41 34458.442 22 15 BLOQUE ANTISISMICO 0.5X0.4X0.3 C/GRAPAS DE Ho. # 7 C/u 152.2 152.45 153.66 154.28 154.89 153.1 152.84 153.89 154.69 152.38 152.66 152.2 153.4 154.62 153.57 152.69 154.21 154.35 153.34 153.67 153.97 154.74 154.56 155.52 154.67 153.99 152.5 153.592 22 16 MUERTO DE CONCRETO PARA ANCLAJE DE PUENTE DE HAMACA DE 2X2X4 C/u 2610.39 2614.82 2635.16 2645.96 2656.52 2625.94 2620.55 2639.53 2653.24 2613.69 2618.29 2610.39 2630.71 2652.12 2633.84 2618.48 2644.67 2647.06 2629.98 2635.84 2640.65 2653.98 2651.22 2667.22 2652.7 2640.88 2615.88 2634.22 22 17 Fabric sumi. y montaje de viga postensada 1.40 m de peralte y 1.60 m de ala incluye neoprenos. M 763.52 764.89 770.85 773.98 776.96 768.02 766.65 772.07 776.04 764.51 765.89 763.52 769.48 775.66 770.39 765.96 773.6 774.29 769.25 770.93 772.45 776.27 775.43 780.24 775.89 772.61 765.12 770.472 22 18 Fabri. sumi. y montaje de vigas postensadas peralte: 1.30 m ala: 1.60 m incluye neopreno M 755.8 757.16 763.06 766.15 769.1 760.26 758.9 764.27 768.2 756.78 758.14 755.8 761.7 767.82 762.6 758.22 765.78 766.46 761.47 763.13 764.64 768.42 767.59 772.35 768.04 764.79 757.39 762.682 22 19 Estribo de concreto f´c=280 kg/cm2 ref #3 456 y 7 incluye curado y encofrado M3 277.35 277.82 280 281.12 282.23 278.98 278.45 280.44 281.9 277.72 278.22 277.35 279.51 281.75 279.85 278.24 281 281.21 279.46 280.03 280.57 281.98 281.67 283.38 281.82 280.63 277.91 279.852 22 20 Losa de aproximacion (sobre el suelo) E=30 cms. Ref. # 5 @ 20 cms. M2 92.98 93.15 93.87 94.25 94.62 93.53 93.36 94.02 94.5 93.1 93.27 92.98 93.7 94.46 93.82 93.28 94.21 94.29 93.68 93.88 94.07 94.53 94.43 95.02 94.49 94.09 93.17 93.832 22 21 tope sismico de 0.6 x 0.5 ref. long. y transversal # 5 @ 15 cms. M 119.83 120.04 120.98 121.47 121.94 120.53 120.32 121.17 121.79 119.98 120.2 119.83 120.76 121.73 120.9 120.21 121.41 121.52 120.73 120.99 121.23 121.83 121.7 122.45 121.77 121.25 120.08 120.922 22 22 TOPE SISMICO DE 0.70X0.60 m REF LONGITUDINAL Y TRANSVERSAL #5 @ 0.15 m; f'c=280 kg/cm2 M 148.11 148.38 149.51 150.11 150.68 148.97 148.71 149.75 150.51 148.3 148.57 148.11 149.25 150.44 149.43 148.58 150.04 150.17 149.21 149.53 149.82 150.55 150.39 151.31 150.48 149.85 148.42 149.442 22 23 ESTRIBO DE CONCRETO REFORZADO h=0.40 m REF LONG #6 @ 0.125 m REF TRANS #4 @ 0.15 m f'c=280 kg/cm2 M3 683.71 684.91 690.23 693.05 695.71 687.72 686.48 691.31 694.9 684.6 685.8 683.71 689 694.55 689.8 685.86 692.68 693.28 688.81 690.3 691.66 695.11 694.34 698.63 694.77 691.77 685.11 689.872 22 24 TOPE SISMICO 0.55X0.35 m #5 @ 0.20 m G60; f'c=280 kg/cm2 M 95.36 95.53 96.3 96.69 97.04 95.91 95.78 96.45 96.95 95.49 95.69 95.36 96.14 96.88 96.25 95.69 96.62 96.71 96.11 96.3 96.5 96.96 96.84 97.47 96.91 96.5 95.57 96.252 22 25 PLACA DE 5"X6MX1/4" U 313.3 313.84 316.16 317.39 318.55 315.06 314.52 316.64 318.19 313.69 314.22 313.3 315.63 318.04 315.98 314.25 317.24 317.51 315.54 316.19 316.79 318.28 317.95 319.83 318.13 316.85 313.93 316.022 22 26 Subcontrato por 3 vigas postensadas H= 1.25 m 1.6 m. de ala; long. de vano = 27.55 Sg. 66663.52 66783.51 67303.49 67576.81 67836.8 67056.83 66936.84 67410.15 67756.8 66750.18 66870.18 66663.52 66663.52 67723.47 67263.49 66876.84 67543.48 67603.48 67163.5 67310.16 67443.48 67776.8 67703.47 68123.45 67743.47 67456.82 66803.51 67270.162 22 27 Diafragma de concreto f´c=280 kg/cm2 30x50 ref 6#5+6#4. est #3 @ 15 cms. M3 471.79 472.62 476.32 478.24 480.11 474.6 473.73 477.07 479.55 472.41 473.27 471.79 475.48 479.31 476.04 473.3 478.01 478.42 475.36 476.36 477.34 479.71 479.16 482.11 479.46 477.42 472.76 476.092 22 28 Viga de concreto de 35x85 f'c=280 Kgf/cm2 Ref 8C#8+3B#8+10C#5 Est+2G @0.25 (fy=4200Kgf/cm2) M3 520.89 521.81 525.87 528.01 530.04 523.96 523.02 526.72 529.45 521.58 522.5 520.89 524.98 529.17 525.58 522.55 527.77 528.21 524.84 525.93 526.99 529.61 529.01 532.3 529.35 527.08 521.96 525.622 22 29 Losa Conc/puente e=0.18 +Acera e=0.15 f'c=280Kgf/cm2 2LRef Transv. #4@0.15+Ref Long #3@0.20 (G60) M3 357.95 358.57 361.4 362.85 364.25 360.08 359.4 361.96 363.83 358.44 359.09 357.95 360.76 363.65 361.17 359.12 362.66 362.95 360.65 361.43 362.16 363.94 363.54 365.78 363.76 362.2 358.68 361.22 22 30 Losa de concreto f'c=350 Kgf/cm2 e=0.175m Ref en 2L #4@0.20 A.S (Acero G60) M2 94.39 94.55 95.27 95.67 96.06 94.94 94.79 95.43 95.95 94.53 94.66 94.39 95.11 95.91 95.22 94.69 95.6 95.72 95.08 95.29 95.5 95.96 95.88 96.44 95.92 95.51 94.58 95.222 22 31 Estribo concreto f'c=280 Kgf/cm2 Ref 2L en Zapata Pared y Cabezal fy=4200 Kgf/cm2 (Inc. encofrado) M3 299.68 300.18 302.36 303.53 304.67 301.32 300.83 302.84 304.28 300.04 300.55 299.68 301.9 304.17 302.21 300.56 303.38 303.65 301.79 302.38 302.96 304.38 304.07 305.87 304.23 303.02 300.24 302.242 22 32 Viga cabezal H=1.8 Corona=0.35 Talon=0.6 Base=1.68 f'c=280 Ref 28#6+2E#5@0.1+2G@0.2 G60 (Inc Encof) M3 470.42 471.25 474.85 476.76 478.56 473.14 472.33 475.59 477.99 471.05 471.84 470.42 474.02 477.76 474.59 471.88 476.51 476.92 473.86 474.89 475.8 478.12 477.61 480.52 477.9 475.88 471.38 474.632 22 33 Bloque antisismico (50x30) Conc f'c=280 kg/cm2 con Ref 6#8G60+Est#3@0.10G40 (Incluye encofrado) M 91.26 91.42 92.12 92.48 92.84 91.78 91.62 92.27 92.73 91.36 91.56 91.26 91.94 92.68 92.06 91.56 92.45 92.51 91.92 92.12 92.31 92.76 92.65 93.21 92.69 92.32 91.44 92.072 22 34 Losa Conc/puente e=0.20 +Acera e=0.15 f'c=280Kgf/cm2 2LRef Transv. #4@0.12+Ref Long #4@0.19 (G60) M3 499.87 500.75 504.66 506.68 508.66 502.8 501.89 505.43 508.05 500.5 501.41 499.87 503.74 507.78 504.35 501.43 506.43 506.87 503.61 504.7 505.69 508.24 507.63 510.81 507.96 505.79 500.88 504.392 22 35 Viga 40x70 con ref 10#5+10#8 fy=4200 Kgf/cm2 (Est#3+G#3)@0.15 f'c=280 kgf/cm2 (Incluye encofrado) M3 631.87 632.96 637.93 640.51 642.98 635.61 634.43 638.93 642.25 632.69 633.82 631.87 636.8 641.93 637.54 633.89 640.18 640.73 636.59 637.99 639.26 642.44 641.73 645.69 642.11 639.36 633.18 637.6

2 22 36 Viga cabezal en L 0.90x0.30+0.50x0.50 (Ref 24#4+E#5@0.20+Est#40.20) G60 Incl encofrado M3 496.48 497.34 501.21 503.22 505.19 499.4 498.48 502.01 504.63 497.12 498.01 496.48 500.35 504.37 500.95 498.06 502.99 503.4 500.18 501.28 502.25 504.78 504.2 507.32 504.52 502.35 497.5 500.982 22 37 Poste para barandal de puente 35x17 4#5+4E#3 G60 f'c=280 Kgf/cm2 h=0.98m (Incluye encofrado) C/u 53.03 53.11 53.54 53.77 53.99 53.34 53.24 53.63 53.91 53.1 53.18 53.03 53.44 53.89 53.53 53.18 53.73 53.78 53.43 53.55 53.64 53.93 53.85 54.21 53.91 53.65 53.14 53.532 22 38 Sum/inst Viga AASTHO tipo III peralte 1.14m Ala=0.41m (Long=20.50m Cantidad 3 vigas; f'c=5000PSI) Sg. 31078.99 31134.93 31377.35 31504.77 31625.98 31262.36 31206.41 31427.07 31588.69 31119.39 31175.33 31078.99 31321.41 31573.15 31358.7 31178.44 31489.23 31517.2 31312.08 31380.46 31442.61 31598.01 31563.82 31759.62 31582.47 31448.83 31144.26 31361.812 22 39 Suministro y montaje de viga T con a=1.4m peralte=1.00 y e=0.20 (Acero G60 y f'c=420 kg/cm2) M 425.02 425.79 429.1 430.84 432.5 427.53 426.76 429.78 431.99 425.57 426.34 425.02 428.34 431.78 428.85 426.38 430.63 431.01 428.21 429.14 429.99 432.12 431.65 434.33 431.91 430.08 425.91 428.892 22 40 Estribo conc f'c=280 reforzado con zapata 3.50x0.70 Pared 0.78x4 y cabezal 0.28x1.34 Inc encofrado M3 356.92 357.58 360.33 361.85 363.19 359.04 358.38 361.03 362.8 357.4 357.98 356.92 359.67 362.67 360.14 358 361.66 362.03 359.58 360.36 361.19 362.92 362.5 364.78 362.76 361.26 357.64 360.152 22 41 Viga diafragma 30x50 con ref 7#5+4#4+EST#4@0.12 Concreto 280 y fy=4200 Kgf/cm2 Inc encofrado M 96.17 96.34 97.1 97.46 97.87 96.71 96.54 97.26 97.74 96.3 96.46 96.17 96.91 97.7 97.05 96.48 97.43 97.5 96.88 97.11 97.29 97.77 97.68 98.27 97.72 97.32 96.39 97.062 22 42 Viga cabezal de 0.30x1.50 con 16#5+EST#5@0.20 Concreto 280 y fy=4200 Kgf/cm2 M 208.88 209.25 210.86 211.75 212.54 210.12 209.74 211.27 212.3 209.16 209.49 208.88 210.49 212.21 210.74 209.5 211.63 211.87 210.42 210.88 211.36 212.37 212.15 213.48 212.29 211.42 209.32 210.762 22 43 Tope sísmico 0.50x0.50x0.25 con 6Grapas#5 Concreto 280 y fy=4200 Kgf/cm2 C/u 37.62 37.69 37.98 38.13 38.27 37.83 37.79 38.06 38.24 37.66 37.73 37.62 37.91 38.23 37.96 37.73 38.12 38.15 37.9 37.98 38.07 38.25 38.2 38.44 38.24 38.08 37.7 37.962 22 44 Losa Conc/puente (acabado texturizado) eprom=0.135 f'c=280Kgf/cm2 Refuerzo en 1Lecho #4@0.20 AS G60 M2 40.98 41.06 41.37 41.54 41.69 41.23 41.16 41.43 41.65 41.04 41.1 40.98 41.3 41.64 41.34 41.11 41.51 41.54 41.29 41.37 41.46 41.67 41.61 41.87 41.65 41.47 41.06 41.362 22 45 Viga trapezoidal de 0.65 a 0.55 con h=0.40 con ref 8#5+EST#4@0.10 Concreto 210 y fy=4200 Kg/cm2 M 134.05 134.29 135.34 135.89 136.41 134.86 134.6 135.54 136.26 134.23 134.49 134.05 135.1 136.18 135.26 134.49 135.82 135.94 135.05 135.34 135.61 136.29 136.14 136.98 136.22 135.63 134.35 135.272 22 46 Estribo conc f'c=280 reforzado con zapata 4.50x0.80 Pared 1.10x5 y cabezal 0.30x1.34 Inc encofrado M3 297.08 297.61 299.91 301.17 302.31 298.83 298.29 300.45 301.95 297.46 297.96 297.08 299.39 301.82 299.74 297.99 301 301.3 299.28 299.94 300.59 302.02 301.72 303.61 301.9 300.66 297.68 299.752 22 47 Viga T pretensada de 1.15m de peralte y 1.65m de ala y 17 mts de longitud C/u 10542.65 10561.63 10643.86 10687.08 10728.2 10604.85 10585.87 10660.73 10715.55 10556.36 10575.33 10542.65 10624.88 10710.28 10637.53 10576.39 10681.81 10691.3 10621.72 10644.91 10666 10718.71 10707.12 10773.53 10713.44 10668.11 10564.79 10638.592 22 48 Sum/Transporte de 18 viguetas J40-102 (5m c/u) 108 Bobedillas JJx15 y 108 Bodedillas JJx20 Sg. 4620.83 4629.15 4665.19 4684.14 4702.16 4648.09 4639.78 4672.58 4696.61 4626.84 4635.15 4620.83 4656.87 4694.3 4662.42 4635.62 4681.83 4685.98 4655.49 4665.65 4674.89 4698 4692.91 4722.03 4695.69 4675.82 4630.53 4662.882 22 49 Viga cabezal de 0.20x1.80+0.45x0.60 con 24#5+4#6+(2E#4+G#4)@0.20 Concreto 280 y fy=4200 Kgf/cm2 M 223.36 223.76 225.46 226.36 227.23 224.66 224.26 225.83 226.95 223.65 224.05 223.36 225.07 226.84 225.34 224.06 226.26 226.44 225 225.48 225.93 227.02 226.77 228.15 226.9 225.96 223.82 225.372 22 50 Viga cabezal (0.20x1.80+0.45x0.60)x5 con 24#5+4#6+(2E#4+G#4)@0.20 Concreto 280 y fy=4200 Kgf/cm2 U 1600.22 1603.23 1615.22 1622.06 1628.04 1609.63 1606.85 1618.5 1626.19 1602.34 1604.94 1600.22 1612.48 1625.54 1614.53 1604.99 1621.27 1622.98 1611.84 1615.35 1619.09 1626.63 1624.92 1635.05 1625.91 1619.49 1603.56 1614.682 22 51 Viga cabezal (0.36x0.56+0.40x1.0) con 6#4+10#5+(2E#3+Pin#5)@0.175 Concreto 280 y fy=4200 Kgf/cm2 M 220.08 220.47 222.2 223.08 223.97 221.4 220.99 222.53 223.71 220.38 220.77 220.08 221.79 223.6 222.03 220.8 222.95 223.17 221.74 222.23 222.66 223.77 223.54 224.89 223.67 222.69 220.52 222.042 22 52 Cabezal trapezoidal para apoyo de estructura de pasarela/puente C/u 1328.24 1330.56 1340.93 1346.42 1351.64 1336.04 1333.58 1343.04 1350 1329.92 1332.25 1328.24 1338.61 1349.34 1340.17 1332.41 1345.73 1346.95 1338.18 1341.08 1343.73 1350.36 1348.97 1357.32 1349.7 1343.95 1331 1340.312 22 53 Puente de 6.55x2.80 losa de fundación estribos losa de rodamiento y aceras conc f'c=280 kg/cm2 Sg. 6979.46 6991.88 7046.09 7075.12 7101.94 7020.48 7008.18 7058.21 7094.11 6988.53 7000.45 6979.46 7033.55 7091.18 7042.35 7001.05 7071.2 7077.95 7031.45 7046.74 7061.37 7096.59 7088.65 7132.68 7093.26 7063.08 6993.46 7042.552 22 54 Diafragma de 25x50 con ref 4#5+est#3@0.20 Concreto f'c=280 Kg/cm2 incluye encofrado M3 333.18 333.72 336.33 337.67 339.02 335.12 334.53 336.88 338.61 333.6 334.19 333.18 335.76 338.43 336.13 334.21 337.49 337.81 335.68 336.38 337.04 338.71 338.32 340.43 338.57 337.08 333.84 336.162 22 55 Losa/puente s/viguet-bobedila esp prom=0.15 f'c=280Kgf/cm2 Ref 1L#4@0.20+#5@0.20 (transv/tráfico) M2 62.68 62.79 63.29 63.53 63.81 63.05 62.94 63.4 63.72 62.77 62.88 62.68 63.2 63.69 63.26 62.89 63.51 63.58 63.16 63.29 63.42 63.75 63.66 64.07 63.72 63.42 62.81 63.262 22 56 Suministro e instalación de vigueta y bobedilla J40-103 JJx15 y JJx20 respectivamente M2 134.63 134.87 135.92 136.47 137 135.42 135.18 136.14 136.84 134.8 135.05 134.63 135.68 136.77 135.84 135.06 136.41 136.53 135.64 135.94 136.2 136.88 136.73 137.58 136.81 136.23 134.91 135.852 22 57 Bastago y cabezal de estribo con ref en 3L RV#6@0.15+RH#4@0.15 Conc f'c=280 Kg/cm2 inc encof M3 429.41 430.16 433.52 435.31 436.96 431.94 431.17 434.29 436.49 429.99 430.7 429.41 432.73 436.28 433.28 430.74 435.07 435.52 432.6 433.53 434.47 436.64 436.14 438.86 436.44 434.56 430.26 433.292 22 58 Losa de conc e=0.175 con ref #4@0.15 A. S. incl encofrado lateral y Galvadeck cal 20 stud. f'c=280 M2 58.53 58.61 59.08 59.33 59.55 58.88 58.75 59.18 59.48 58.6 58.7 58.53 58.98 59.45 59.05 58.7 59.31 59.35 58.97 59.1 59.21 59.51 59.45 59.79 59.48 59.23 58.65 59.062 22 59 Viga cabezal en L 1.56x0.35+0.50x0.50 (Ref 28#4+E#5@0.20+Est#4@0.20) f'c=280Kg/cm2 Incl encofrado M 304.41 304.89 307.32 308.53 309.77 306.16 305.63 307.77 309.43 304.79 305.33 304.41 306.82 309.2 307.16 305.35 308.38 308.61 306.71 307.33 307.91 309.52 309.07 311.1 309.36 308 305.03 307.182 22 60 Viga T pretensada 0.90m de peralte y 1.40m de ala y Long=14mts espesor alma=0.20; f'c=420Kg/cm2 U 6877.75 6890.13 6943.78 6971.98 6998.8 6918.33 6905.95 6954.78 6990.55 6886.69 6899.07 6877.75 6931.4 6987.11 6939.65 6899.76 6968.54 6974.73 6929.33 6944.46 6958.22 6992.61 6985.04 7028.37 6989.17 6959.6 6892.19 6940.342 22 61 Bloque antisismico 50x40x25 3#4+4U#5 Conc f'c=280 Kg/cm2 M3 545.54 546.46 550.77 552.98 555.13 548.75 547.75 551.64 554.48 546.23 547.2 545.54 549.8 554.19 550.43 547.27 552.69 553.16 549.64 550.82 551.91 554.64 554.04 557.46 554.38 552 546.64 550.482 22 62 Diafragma de 25x55 con ref 6#6+4#4+3#5+3#6+Est#3@0.15 Conc f'c=280 Kg/cm2 incluye encofrado M3 717.4 718.64 724.3 727.21 730.03 721.66 720.34 725.43 729.16 718.34 719.61 717.4 723 728.79 723.83 719.68 726.82 727.45 722.79 724.35 725.78 729.44 728.59 733.13 728.99 725.91 718.84 723.912 22 63 Poste para barandal de puente 25x20 con ref 2#4+3#5+Est#3@0.09 conc f'c=280Kg/cm2 (Inc encofrado) M 68.18 68.31 68.84 69.12 69.38 68.59 68.46 68.96 69.28 68.28 68.41 68.18 68.72 69.26 68.82 68.42 69.1 69.15 68.69 68.85 68.99 69.31 69.25 69.69 69.28 68.99 68.33 68.832 22 64 Acera de puente e=0.20 f'c=280Kgf/cm2 1L Ref Transv #4@0.2+Ref Long 6#4 inc encofrado lateral M3 312.94 313.49 315.95 317.24 318.45 314.8 314.23 316.44 318.07 313.37 313.93 312.94 315.42 317.9 315.77 313.94 317.04 317.32 315.31 315.98 316.61 318.19 317.82 319.78 318.04 316.66 313.59 315.782 22 65 Losa de puente e=0.12-0.15 f'c=280Kgf/cm2 1L c/ref #4@0.25 A.S. incluye encofrado M2 42.18 42.25 42.59 42.75 42.91 42.44 42.36 42.65 42.87 42.25 42.31 42.18 42.53 42.86 42.56 42.32 42.73 42.77 42.51 42.59 42.68 42.88 42.84 43.11 42.87 42.69 42.26 42.562 22 66 Viga T pretensada de 1.20m de peralte y 1.65m de ala y 22 mts de longitud incluye neoprenos C/u 16928.11 16958.58 17090.62 17160.03 17226.04 17027.99 16997.52 17117.7 17205.73 16950.12 16980.59 16928.11 17060.15 17197.27 17080.46 16982.28 17151.56 17166.8 17055.07 17092.31 17126.17 17210.81 17192.19 17298.84 17202.35 17129.55 16963.66 17082.162 22 67 Diafragma de 20x40 con ref 6#6 (pasatubos)+4#4+3#5+3#6+Est#3@0.15 Conc f'c=280 Kg/cm2 inc encofrado M3 629.44 630.34 635.34 637.75 640.41 633.08 631.99 636.4 639.61 630.16 631.3 629.44 634.27 639.25 634.92 631.33 637.4 638.17 634.18 635.37 636.64 639.75 639 643.04 639.52 636.7 630.72 635.092 22 68 Losa de puente e=0.12-0.15 f'c=280Kgf/cm2 1L c/ref #4@0.25 A.S. incluye encofrado M3 297.11 297.58 299.96 301.1 302.25 298.89 298.3 300.4 301.94 297.51 298.05 297.11 299.49 301.85 299.78 298.06 301.01 301.3 299.38 299.97 300.58 302.02 301.72 303.62 301.92 300.6 297.64 299.792 22 69 Caja alcantarilla 4m ancho altura=1.20m y e=0.25m; con ref en 2 lechos en paredes losa inf y super M 1288.04 1290.33 1300.37 1305.66 1310.72 1295.64 1293.22 1302.45 1309.23 1289.69 1291.98 1288.04 1298.03 1308.62 1299.75 1292.1 1305.03 1306.18 1297.69 1300.53 1303.07 1309.57 1308.24 1316.24 1309.02 1303.28 1290.76 1299.812 22 70 Losa Conc/puente e=0.20m+Acera e=0.15m f'c=280Kgf/cm2 2L; L1#4@0.15+L2#4@0.20; inc enc y ref adic M3 425.18 425.86 429.21 430.87 432.66 427.71 426.83 429.82 432.19 425.66 426.38 425.18 428.49 431.96 428.99 426.46 430.69 430.99 428.36 429.24 430.03 432.32 431.82 434.39 432.08 430.1 426.01 429.022 22 71 Bloque antisismico de 0.40x0.40x0.185m; ref 6#4+Est#3 ; f'c=280 Kk/cm2; incl encofrado C/u 27.06 27.12 27.3 27.41 27.54 27.21 27.17 27.36 27.49 27.09 27.13 27.06 27.27 27.47 27.29 27.13 27.4 27.42 27.26 27.3 27.37 27.51 27.47 27.63 27.48 27.37 27.12 27.292 22 72 Diafragma de 0.30x0.40; ref 6#6+est#3@0.15m; f'c=280Kg/cm2; incluye encofrado M3 580.65 581.5 586.11 588.38 590.77 584 583.02 587.09 590.04 581.33 582.4 580.65 585.12 589.72 585.72 582.43 588.06 588.71 585.01 586.14 587.31 590.21 589.51 593.23 589.97 587.39 581.81 585.862 22 73 Viga de 0.40x0.60 m; ref 8#8+4#5+est#4@0.15 m; f'c=280Kg/cm2 Incluye encofrado M3 558.91 559.79 564.22 566.43 568.71 562.21 561.18 565.14 568.01 559.6 560.6 558.91 563.26 567.71 563.86 560.65 566.13 566.73 563.12 564.26 565.38 568.18 567.51 571.07 567.91 565.46 560.03 563.962 22 74 Losa de aproximación e=0.25m con ref long #4@0.30+Ref transv #5@0.17 en 2L; f'c=280Kg/cm2; inc enc U 336.23 336.9 339.3 340.7 342.23 338.18 337.6 339.95 341.72 336.63 337.31 336.23 338.76 341.57 339.12 337.32 340.56 340.81 338.67 339.33 340.11 341.82 341.44 343.52 341.66 340.15 336.99 339.122 22 75 Cabezal c/ref 24#5+10#4+2Est#4@0.15m+Grapas+ganchos+llave cort c/ref #4 y #5; f'c=280Kg/cm2; Inc enc M3 379.14 379.82 382.77 384.33 385.82 381.41 380.69 383.4 385.37 379.69 380.32 379.14 382.1 385.19 382.56 380.35 384.13 384.47 382.01 382.82 383.58 385.5 385.08 387.43 385.3 383.65 379.93 382.572 22 76 Viga cabezal de 0.50x0.20m ref 6#5+est#3@0.15; f'c=210Kg/cm2; inc anclaje con ref 8#6+est#4@0.15 C/u 273.81 274.27 276.39 277.51 278.61 275.41 274.88 276.84 278.28 274.12 274.63 273.81 275.94 278.15 276.24 274.64 277.39 277.65 275.85 276.44 276.98 278.37 278.06 279.79 278.24 277.03 274.39 276.292 22 77 Diafragma de 30x50cm 6#5+6#4+est#@0.15m f'c=280 Kg/cm2 M3 75.14 75.28 75.86 76.17 76.45 75.58 75.45 75.99 76.38 75.23 75.38 75.14 75.73 76.33 75.82 75.38 76.13 76.2 75.71 75.86 76.01 76.4 76.31 76.78 76.36 76.04 75.29 75.822 22 78 Aleton de concreto armado acero #4 #5 #6 y #7 f'c=280Kg/cm2; M3 255.8 256.28 258.24 259.35 260.3 257.33 256.88 258.72 260.01 256.15 256.56 255.8 257.77 259.89 258.14 256.57 259.21 259.47 257.68 258.26 258.82 260.09 259.8 261.45 259.97 258.91 256.34 258.152 22 79 Barandal p/puente 0.25x0.30m; ref 4#5+Est#3@0.125; f'c=280Kg/cm2; Inc enc y 2HoGo de 4"+1HoGo de 3" M 120.86 121.08 121.97 122.44 122.9 121.54 121.33 122.15 122.77 121 121.2 120.86 121.75 122.71 121.9 121.21 122.39 122.5 121.7 121.98 122.22 122.83 122.68 123.43 122.75 122.24 121.09 121.922 22 80 Viga de 0.50x0.85m; ref 17#8+est#4@20m; f'c=280 Kgf/cm2; Incluye encofrado M3 504.13 504.94 508.88 510.87 512.93 507.07 506.19 509.7 512.3 504.74 505.65 504.13 508.03 512.03 508.57 505.68 510.61 511.13 507.9 508.92 509.94 512.47 511.85 515.05 512.23 510.02 505.15 508.652 22 83 Viga T pretensada h=0.90m y ala=1.75m y Long=12mts esp alma=0.20; f'c=420Kg/cm2; incluye neoprenos U 8860.71 8876.66 8945.77 8982.1 9016.66 8912.99 8897.04 8959.95 9006.03 8872.23 8888.18 8860.71 8929.82 9001.6 8940.46 8889.06 8977.67 8985.65 8927.17 8946.66 8964.38 9008.68 8998.94 9054.76 9004.25 8966.15 8879.32 8941.342 22 84 Solera de corona de 0.50x0.60m para altura mayor de 4.5m; ref 8#6+Est#4@0.10m; f'c=280Kg/cm2; incluye encofrado M 151.58 151.83 153.01 153.65 154.21 152.47 152.2 153.26 154.05 151.79 152.02 151.58 152.75 153.97 152.89 152.03 153.59 153.7 152.7 153.04 153.33 154.1 153.92 154.9 154.03 153.37 151.87 152.922 22 85 Solera de corona de 1.0x.60m para altura mayor de 4.5m; ref 16#6+Est#4@0.10m; f'c=280Kg/cm2; incluye encofrado M 218 218.37 220.07 220.98 221.82 219.3 218.88 220.41 221.56 218.29 218.66 218 219.68 221.48 219.92 218.68 220.88 221.06 219.61 220.09 220.54 221.64 221.39 222.77 221.54 220.6 218.44 219.942 22 86 Zapata de 2.50x2.50x0.45m; Ls ref#3@0.25m A. S.+Li ref#5@0.22m A.S.; f'c=280 Kg/cm2 U 657.41 658.51 663.66 666.33 668.96 661.26 660.02 664.71 668.19 658.26 659.39 657.41 662.49 667.86 663.23 659.43 666.01 666.56 662.32 663.73 665.04 668.41 667.65 671.77 668.1 665.12 658.71 663.292 22 87 Columna de 1.50x0.50m; ref 20#6+(est#3+4grapas#3)@0.15m; f'c=280 Kg/cm2; Incluye encofrado M 319.89 320.41 322.94 324.28 325.53 321.78 321.2 323.46 325.16 320.29 320.86 319.89 322.4 324.99 322.76 320.88 324.11 324.36 322.28 322.98 323.63 325.27 324.87 326.91 325.11 323.72 320.51 322.82 22 88 Columna circular Ø=0.90 m; ref 9#8+9#6 espiral #4 @ 0.10 m; f'c=280 kg/cm2; incluye encofrado M 302.24 302.8 305.15 306.38 307.58 304.06 303.49 305.61 307.22 302.65 303.19 302.24 304.62 307.09 304.95 303.22 306.24 306.49 304.52 305.15 305.78 307.32 306.98 308.88 307.19 305.83 302.86 304.972 22 89 Viga cabezal en voladizo de 0.40x0.50-0.75m (peralte variable); ref 8#8+est#4@0.10m; f'c=280Kg/cm2; incluye encofrado M3 608.6 609.52 614.32 616.73 619.23 612.11 611.06 615.34 618.46 609.31 610.42 608.6 613.29 618.12 613.95 610.44 616.4 617.05 613.14 614.36 615.58 618.64 617.9 621.82 618.37 615.68 609.82 614.062 23 1 Aditivito al concreto para pista de patinaje M3 93.04 93.21 93.94 94.32 94.68 93.59 93.42 94.08 94.57 93.16 93.33 93.04 93.77 94.52 93.88 93.34 94.27 94.35 93.74 93.94 94.13 94.6 94.49 95.08 94.55 94.15 93.24 93.892 23 2 Fundación para caja con concreto simple 140 kg/cm2 M3 108.57 108.78 109.59 110.03 110.46 109.2 109 109.77 110.32 108.71 108.91 108.57 109.42 110.27 109.55 108.91 109.99 110.06 109.39 109.61 109.82 110.36 110.26 110.92 110.3 109.83 108.79 109.552 24 1 BLOQUE DE ANCLAJE. CONCRETO Fc= 210 KG/CM2 H= 1.5 MTS. BASE = 0.6 MTS. M3 438.29 439.06 442.33 444.12 445.78 440.79 439.98 443.01 445.25 438.83 439.57 438.29 441.61 445.04 442.11 439.63 443.89 444.28 441.47 442.4 443.2 445.38 444.92 447.58 445.18 443.3 439.2 442.152 24 2 DIENTE PARA ANCLAJE EN MURO FORMA TRAPEZOIDAL M3 297.06 297.57 299.88 301.1 302.28 298.8 298.27 300.37 301.94 297.45 297.98 297.06 299.37 301.79 299.71 298.01 300.96 301.2 299.29 299.9 300.54 302.04 301.69 303.55 301.88 300.58 297.65 299.732 24 3 Anclaje tipo "V" de concreto reforz.empotrado en muro de piedra 2.2 x 0.8 mts 10#4 est #3 @ 15cm. U 173.86 174.16 175.53 176.22 176.93 174.88 174.52 175.81 176.71 174.08 174.4 173.86 175.23 176.63 175.43 174.41 176.13 176.31 175.18 175.56 175.88 176.78 176.58 177.66 176.69 175.91 174.21 175.452 24 5 Anclaje de C/R a muro de mamposteria de piedra 40x60x80cm Ref 6#5 Est #3 @10cms. concreto F´c=280 M3 266.52 266.98 269.06 270.16 271.19 268.08 267.58 269.49 270.89 266.88 267.33 266.52 268.57 270.73 268.89 267.34 270 270.23 268.52 269.09 269.63 270.97 270.66 272.34 270.85 269.65 267.05 268.922 24 6 Anclaje d C/R a muro de mamposteria d piedra 40x60x80cm Ref #6 Est #3@60cm. Concreto F´c=280 kg/cm2 M3 262.28 262.74 264.78 265.87 266.88 263.82 263.33 265.21 266.59 262.64 263.08 262.28 264.3 266.43 264.62 263.09 265.71 265.94 264.25 264.81 265.34 266.66 266.36 268.01 266.55 265.36 262.81 264.652 25 1 Tapadera de concreto p/fosa séptica ancho 0.44 m e=0.05 ref 4#4+G#2@0.15 m f´c=210Kg/cm2 M 21.16 21.21 21.33 21.45 21.54 21.26 21.25 21.41 21.51 21.18 21.21 21.16 21.3 21.51 21.33 21.21 21.44 21.46 21.29 21.33 21.41 21.51 21.5 21.63 21.51 21.42 21.21 21.332 25 2 Tapadera 0.80x0.40x0.10 m ref #3@0.10 m A.S.; f'c=210Kg/cm2 inc ASA#2 U 16.98 17.01 17.11 17.19 17.29 17.07 17.05 17.15 17.25 16.99 17.04 16.98 17.08 17.25 17.11 17.04 17.19 17.19 17.08 17.11 17.15 17.25 17.25 17.34 17.25 17.15 17.02 17.112 25 3 Tapadera circular de concreto Ø=1.50 m e=0.10 m ref #3@0.15 m A.S. f´c=210Kg/cm2 inc ASA #5 U 52.14 52.22 52.63 52.84 53.04 52.44 52.34 52.7 52.98 52.2 52.29 52.14 52.52 52.95 52.59 52.3 52.82 52.87 52.52 52.64 52.75 52.99 52.95 53.27 52.98 52.75 52.23 52.62 25 4 Tapadera 0.80x0.40x0.05 m ref #2@0.15 m A.S. perimetro c/PL1x1/8" ;f'c=210Kg/cm2 inc ASA #2 U 8.12 8.13 8.19 8.23 8.27 8.18 8.16 8.22 8.25 8.13 8.13 8.12 8.19 8.25 8.19 8.13 8.22 8.24 8.19 8.19 8.22 8.25 8.25 8.3 8.25 8.22 8.13 8.192 25 5 Tapadera de 0.60x0.60x0.05 m ref #2@0.15 m A.S. f'c=210Kg/cm2 U 6.4 6.41 6.47 6.49 6.52 6.44 6.44 6.49 6.51 6.41 6.44 6.4 6.46 6.51 6.47 6.44 6.49 6.49 6.46 6.48 6.49 6.51 6.51 6.54 6.51 6.49 6.41 6.472 25 6 Tapadera Concreto 0.80x0.70x0.05 m ref #2@0.15 m A.S. Perimetro c/PL1x1/8"; f'c=210Kg/cm2 ASA #3 U 9.99 10.02 10.08 10.13 10.17 10.05 10.04 10.11 10.15 10.02 10.03 9.99 10.07 10.15 10.08 10.04 10.13 10.13 10.07 10.1 10.12 10.15 10.15 10.2 10.15 10.12 10.02 10.082 25 7 Tapadera de concreto p/fosa séptica 0.60x1.90x0.10 m ref #3@0.10 m A.S. f´c=210Kg/cm2; Inc ASA U 38.5 38.57 38.87 39.02 39.18 38.72 38.65 38.93 39.15 38.54 38.63 38.5 38.8 39.11 38.85 38.63 39.02 39.05 38.78 38.88 38.95 39.15 39.1 39.36 39.13 38.96 38.57 38.852 25 8 Tapadera de concreto e=0.05 m ref #3@0.10 m A.S.; f'c=210 kg/cm2 M2 29.84 29.88 30.13 30.25 30.38 30.03 29.95 30.17 30.33 29.88 29.92 29.84 30.07 30.32 30.12 29.92 30.24 30.25 30.06 30.13 30.19 30.33 30.32 30.5 30.33 30.2 29.89 30.122 25 9 Tapadera de concreto 2.0X2.0X0.10 m ref #3 A.S.; f'c=210kg/cm2 U 113.88 114.09 114.97 115.44 115.91 114.55 114.35 115.13 115.76 114.04 114.22 113.88 114.76 115.69 114.91 114.25 115.39 115.5 114.74 114.98 115.21 115.79 115.66 116.39 115.73 115.24 114.11 114.922 25 10 Tapadera de concreto 0.45x0.45x0.06 m ref #2@0.10 m A.S. f'c=210 kg/cm2; ASA #3 U 4.55 4.56 4.59 4.61 4.62 4.58 4.57 4.59 4.62 4.56 4.57 4.55 4.58 4.62 4.58 4.57 4.61 4.61 4.58 4.59 4.59 4.62 4.62 4.64 4.62 4.6 4.57 4.582 25 11 Tapadera de concreto 2.50x1.0x0.15 m 1L ref #5@0.07 m A.S.; f'c=280kg/cm2 U 235.23 235.71 237.43 238.39 239.42 236.63 236.2 237.84 239.07 235.53 235.99 235.23 237.03 238.97 237.3 236.01 238.3 238.49 236.97 237.46 237.96 239.14 238.91 240.35 239.03 238 235.77 237.322 25 12 Tapadera de Concreto 0.80x0.80x0.10 m + batiente de 0.05 m ref #3@0.15 m f´c=210kg/cm2 U 23.75 23.8 23.98 24.07 24.17 23.89 23.85 24 24.16 23.79 23.83 23.75 23.94 24.14 23.97 23.83 24.06 24.08 23.94 23.98 24.03 24.16 24.13 24.27 24.15 24.03 23.8 23.972 25 13 Tapadera dConcreto 0.70x0.70x0.16 m - batiente de 0.05m 3#3@0.15 m A.S; 2 ASAS #5; f´c=210kg/cm2 U 24.05 24.11 24.26 24.37 24.49 24.18 24.16 24.33 24.44 24.07 24.14 24.05 24.21 24.43 24.25 24.14 24.37 24.38 24.21 24.26 24.34 24.44 24.42 24.55 24.44 24.34 24.12 24.252 25 14 Tapadera de Concreto 0.70x0.70x0.10 m - batiente de 0.05m 3#3@0.15 m AS +2 ASA #5 f´c=210kg/cm2 U 11.88 11.91 12 12.06 12.09 11.94 11.93 12.03 12.08 11.9 11.91 11.88 11.96 12.07 11.99 11.91 12.06 12.06 11.96 12 12.03 12.08 12.07 12.13 12.08 12.03 11.91 11.992 25 15 Tapadera de Concreto 1.30x1.30x0.08 m +batiente de 0.07 m 3#3@0.20 m f'c=210kg/cm2 U 53.05 53.14 53.57 53.77 54 53.35 53.24 53.64 53.92 53.11 53.19 53.05 53.46 53.9 53.52 53.2 53.75 53.79 53.44 53.57 53.67 53.92 53.88 54.2 53.9 53.67 53.16 53.522 25 16 Tapadera concreto 0.65x0.35X0.03 m ref #2@0.10 m soldada a pletina de 1 1/2"x3/16"; f'c=210kg/cm2 U 21.59 21.64 21.76 21.85 21.91 21.71 21.67 21.79 21.88 21.63 21.65 21.59 21.74 21.87 21.76 21.65 21.83 21.85 21.74 21.76 21.81 21.89 21.87 21.97 21.87 21.82 21.64 21.762 25 17 Tapadera de concreto e=0.15m ref #5@0.25 m A.S. f'c=280kg/cm2; Incluye agujeros de Ø=2" M2 62.02 62.14 62.57 62.81 63.11 62.35 62.25 62.68 63.02 62.08 62.2 62.02 62.46 62.98 62.52 62.2 62.78 62.85 62.43 62.57 62.71 63.03 62.97 63.35 63.01 62.72 62.15 62.522 25 18 Tapadera de concreto 0.90x0.90x0.05 m ref #2@0.15 m f'c=140kg/cm2 U 8.32 8.33 8.39 8.43 8.46 8.37 8.35 8.41 8.45 8.33 8.34 8.32 8.38 8.45 8.39 8.34 8.43 8.43 8.38 8.39 8.41 8.45 8.45 8.5 8.45 8.41 8.33 8.392 25 19 Tapadera de concreto 0.70x0.50x0.05 m ref #2@0.10 m A.S. f'c=210kg/cm2 U 9.85 9.88 9.98 10.02 10.06 9.95 9.92 9.98 10.05 9.88 9.9 9.85 9.96 10.02 9.98 9.9 10.01 10.02 9.95 9.98 9.98 10.05 10.02 10.09 10.03 9.98 9.88 9.982 25 20 Tapadera concreto 0.65x0.45x0.025m ref. #2@0.10 m A.S. f'c=210kg/cm2 c/chispa; Inc PL 1 1/2x3/16" U 12.71 12.73 12.81 12.85 12.89 12.76 12.75 12.83 12.89 12.73 12.73 12.71 12.79 12.89 12.8 12.73 12.84 12.86 12.78 12.81 12.83 12.89 12.86 12.94 12.89 12.84 12.73 12.812 25 21 Tapadera de concreto p/fosa séptica ancho 0.43 m e= 0.05 3#3+1#4+Est# 2@15 f´c=210kg/cm2 M 28.2 28.26 28.48 28.61 28.71 28.35 28.31 28.5 28.67 28.23 28.31 28.2 28.43 28.65 28.48 28.31 28.61 28.62 28.41 28.48 28.53 28.69 28.65 28.85 28.65 28.55 28.27 28.482 25 23 Tapadera de concreto 0.40x0.40x0.10 m ref #3@0.10 m A.S.; f'c=210kg/cm2 U 7.54 7.56 7.62 7.65 7.69 7.58 7.57 7.63 7.67 7.56 7.57 7.54 7.59 7.66 7.62 7.57 7.65 7.65 7.59 7.62 7.63 7.67 7.66 7.72 7.67 7.64 7.57 7.622 25 24 Tapadera de concreto 0.50x0.50x0.05 m ref #2@0.10 m f'c=210kg/cm2 ASA #4 U 6 6.02 6.08 6.11 6.12 6.05 6.04 6.08 6.12 6.02 6.04 6 6.07 6.12 6.08 6.04 6.11 6.11 6.07 6.08 6.08 6.12 6.12 6.15 6.12 6.08 6.03 6.082 25 25 Tapadera de concreto 0.50x0.50x0.10 m ref #2@0.10 m f'c=210kg/cm2 ASA #4 U 7.95 7.99 8.06 8.1 8.11 8.02 8.01 8.06 8.11 7.99 8.01 7.95 8.05 8.11 8.06 8.01 8.1 8.1 8.05 8.06 8.06 8.11 8.11 8.15 8.11 8.06 8 8.062 25 26 Tapadera de Concreto 1.0x1.15x0.15 m ref #4@0.20 m f'c=210kg/cm2 U 27.57 27.64 27.84 27.95 28.07 27.73 27.69 27.88 28.03 27.62 27.68 27.57 27.79 28.01 27.84 27.68 27.94 27.95 27.78 27.84 27.9 28.05 28 28.18 28.02 27.9 27.64 27.842 25 27 Tapadera de Concreto 1.10x1.00x0.10 m ref #4@0.20 m f'c=210kg/cm2 U 43.16 43.23 43.56 43.73 43.92 43.39 43.32 43.62 43.86 43.21 43.27 43.16 43.5 43.84 43.53 43.27 43.7 43.78 43.47 43.56 43.64 43.86 43.83 44.1 43.86 43.65 43.24 43.542 25 28 Tapadera de Concreto 1.35x0.50x0.05 m ref #3@0.15 m; f'c=180kg/cm2; incluye orificios C/u 14.85 14.86 14.99 15.06 15.12 14.94 14.91 15.02 15.11 14.86 14.9 14.85 14.97 15.11 14.99 14.9 15.04 15.08 14.97 14.99 15.02 15.12 15.09 15.19 15.11 15.02 14.87 14.992 25 29 Tapadera de concreto e=0.05 m; ref #3@0.15 m; f'c=180kg/cm2; incluye orificios M2 21.99 22.02 22.21 22.31 22.4 22.12 22.1 22.25 22.39 22.02 22.07 21.99 22.18 22.38 22.21 22.07 22.29 22.34 22.18 22.21 22.25 22.4 22.36 22.52 22.39 22.25 22.04 22.212 25 30 Tapadera de concreto con e=5 cms ; con ref #2@0.10 m A.S.; f'c=210Kg/cm2 M2 20.4 20.42 20.59 20.67 20.76 20.51 20.49 20.61 20.73 20.42 20.45 20.4 20.55 20.71 20.59 20.47 20.66 20.69 20.53 20.6 20.63 20.73 20.71 20.84 20.72 20.63 20.42 20.592 25 31 Tapadera de concreto 0.75x0.75x0.05 m - batiente de 0.03m #3@0.15 m A.S; ASA #4; f´c=210kg/cm2 C/u 13.91 13.94 14.01 14.08 14.17 13.98 13.96 14.05 14.14 13.92 13.96 13.91 14 14.14 14.01 13.96 14.08 14.08 13.99 14.01 14.06 14.14 14.13 14.2 14.14 14.06 13.95 14.012 25 32 Tapadera de concreto 0.50x0.50x0.10 m ref #3@0.15 m f'c=210kg/cm2 ASA #4 C/u 12.12 12.15 12.23 12.27 12.32 12.19 12.17 12.24 12.3 12.14 12.16 12.12 12.2 12.3 12.22 12.16 12.27 12.28 12.2 12.23 12.25 12.3 12.3 12.38 12.3 12.25 12.15 12.222 25 33 Tapadera de 1.30x0.90x0.10m; ref #4@0.15m A.S.; f'c=210Kg/cm2 C/u 46.89 46.97 47.35 47.54 47.73 47.16 47.07 47.43 47.66 46.96 47.03 46.89 47.25 47.64 47.32 47.03 47.51 47.55 47.24 47.36 47.45 47.68 47.63 47.92 47.66 47.45 46.98 47.322 25 34 Tapadera circular de concreto de diametro entre Ø=0.60m y 0.70m e=0.15 m ref #3@0.125 m A.S. f´c=280Kg/cm2 inc ASA y enco C/u 14.84 14.86 14.98 15.06 15.12 14.92 14.91 15.01 15.09 14.86 14.87 14.84 14.96 15.09 14.97 14.87 15.05 15.06 14.95 14.98 15.02 15.09 15.08 15.16 15.09 15.02 14.86 14.972 25 35 Tapadera de concreto de 0.60x0.60x0.07m; ref #3@0.10m A.S. en 1L; f'c=210Kg/cm2 U 11.61 11.64 11.74 11.77 11.82 11.69 11.65 11.75 11.81 11.63 11.65 11.61 11.71 11.8 11.73 11.65 11.77 11.78 11.71 11.74 11.75 11.81 11.8 11.87 11.81 11.75 11.65 11.732 25 36 Tapadera de concreto 0.80x0.80x0.10 m ref #3@0.10 m A.S. f´c=210 kg/cm2. Incluye batiente de 0.05 m y Asas de acero #3 C/u 24.69 24.75 24.92 25.04 25.15 24.86 24.78 24.97 25.13 24.73 24.76 24.69 24.9 25.11 24.92 24.76 25.04 25.06 24.9 24.93 24.98 25.14 25.11 25.25 25.12 24.98 24.75 24.922 25 37 Tapadera de concreto e=0.15m ref #2 y #3@0.125 m f'c=210kg/cm2; Incluye agujeros de Ø=1½" M2 31.01 31.07 31.29 31.44 31.57 31.2 31.14 31.37 31.51 31.06 31.12 31.01 31.25 31.51 31.29 31.12 31.42 31.44 31.25 31.3 31.37 31.54 31.5 31.7 31.51 31.37 31.09 31.292 25 38 Tapadera de concreto e=0.075m ref #3@0.15 m AS; f'c=210kg/cm2 M2 30.03 30.07 30.32 30.45 30.56 30.21 30.14 30.37 30.53 30.07 30.13 30.03 30.28 30.5 30.3 30.13 30.42 30.45 30.25 30.32 30.38 30.53 30.5 30.69 30.52 30.39 30.1 30.33 PAREDES3 1 1 PARED BLOQUE 15CM R.V.#4@40 R.H. #2@40 M2 26.64 26.68 26.89 27 27.11 26.79 26.74 26.93 27.07 26.67 26.72 26.64 26.84 27.06 26.88 26.72 26.99 27.01 26.84 26.89 26.95 27.08 27.05 27.22 27.07 26.95 26.69 26.883 1 2 PARED BLOQUE DE 10 R.V.#3@ 60 R.H.#2@ 40 M2 21.81 21.85 22.02 22.11 22.19 21.94 21.9 22.05 22.17 21.84 21.87 21.81 21.98 22.16 22 21.88 22.1 22.11 21.97 22.02 22.06 22.17 22.15 22.29 22.16 22.07 21.85 22.01

3 1 3 PARED DE BLOQUE 10CM.1Í1/2-Í3/8"Y INCL.SOL. S M2 44.43 44.51 44.86 45.04 45.22 44.7 44.62 44.93 45.16 44.49 44.57 44.43 44.78 45.14 44.84 44.58 45.02 45.06 44.77 44.87 44.95 45.18 45.13 45.41 45.16 44.96 44.53 44.843 1 4 PARED BLOQUE DE 15R.V.#4@60R.H.#2@40 M2 34.65 34.71 34.98 35.12 35.26 34.85 34.79 35.04 35.22 34.69 34.76 34.65 34.92 35.2 34.96 34.76 35.11 35.14 34.91 34.98 35.06 35.23 35.19 35.41 35.21 35.06 34.72 34.963 1 5 Pared de bloque de concreto de 20x20x40 con RV #4@40; todas las celdas llenas con concreto grout f'c=180 kg/cm2 M2 69.15 69.29 69.8 70.1 70.35 69.56 69.44 69.9 70.29 69.26 69.35 69.15 69.69 70.25 69.77 69.37 70.07 70.11 69.69 69.81 69.95 70.3 70.23 70.65 70.27 69.95 69.3 69.783 1 6 PARED DE BLOQUE 15CMS 1#3@60CM+1#2@ 40CMS M2 24.33 24.37 24.56 24.66 24.76 24.47 24.43 24.6 24.73 24.36 24.4 24.33 24.52 24.71 24.55 24.4 24.65 24.67 24.51 24.56 24.61 24.73 24.71 24.86 24.72 24.62 24.38 24.553 1 7 PARED BLOQUE 10X20X403/8"@ 40 1/4"@ 40 (HO.TEMP) M2 27.12 27.16 27.38 27.49 27.59 27.28 27.23 27.42 27.56 27.15 27.2 27.12 27.33 27.55 27.36 27.2 27.47 27.5 27.32 27.38 27.43 27.57 27.54 27.71 27.56 27.44 27.17 27.363 1 8 PARED BLOQUE 15X20X403/8"@ 60 2#2 @ 40(HO.TEMP) M2 28.37 28.42 28.64 28.75 28.87 28.53 28.48 28.68 28.83 28.4 28.45 28.37 28.59 28.82 28.62 28.46 28.74 28.77 28.58 28.64 28.7 28.84 28.81 28.99 28.83 28.7 28.43 28.623 1 9 PARED BLOQUE 15*20*403/8" @ 20 CM 1/4" @CM M2 39.08 39.15 39.45 39.61 39.76 39.31 39.24 39.51 39.72 39.13 39.2 39.08 39.38 39.7 39.43 39.2 39.59 39.63 39.37 39.45 39.53 39.73 39.69 39.93 39.71 39.54 39.16 39.433 1 10 PARED 15X20X40 1#4@40CM VERT. REF. HOR.1#3 @ 60CM M2 92.02 92.19 92.9 93.28 93.64 92.57 92.4 93.05 93.53 92.14 92.31 92.02 92.74 93.48 92.85 92.32 93.23 93.32 92.71 92.91 93.1 93.56 93.46 94.03 93.51 93.12 92.21 92.863 1 11 PARED BLOQUE 20X20X403/8"@ 20 1/4"@ 40 CM M2 38.79 38.86 39.16 39.32 39.47 39.02 38.95 39.23 39.43 38.84 38.91 38.79 39.09 39.41 39.14 38.92 39.3 39.34 39.08 39.17 39.25 39.44 39.4 39.64 39.42 39.25 38.87 39.153 1 12 PARED BLOQUE 20X20X405/8"@ 20 1/4"@ 40 CM. M2 52.29 52.38 52.79 53 53.21 52.6 52.5 52.87 53.15 52.36 52.45 52.29 52.7 53.12 52.76 52.45 52.98 53.02 52.68 52.79 52.9 53.16 53.1 53.43 53.14 52.91 52.4 52.763 1 13 PARED DE BLOQUE ESQUINERA 15CM.3Í1/2"+ Í3/8"@20CM M2 58.81 58.92 59.38 59.62 59.85 59.16 59.05 59.47 59.78 58.89 58.99 58.81 59.27 59.75 59.34 59 59.59 59.64 59.25 59.38 59.5 59.8 59.73 60.1 59.77 59.51 58.94 59.353 1 14 PARED DE BLOQUE 15CM.NERV.1Í1/2-Í3/8"Y SOLER.S"@60 M2 44.21 44.29 44.64 44.82 44.99 44.47 44.39 44.71 44.94 44.27 44.35 44.21 44.56 44.92 44.61 44.35 44.8 44.83 44.54 44.64 44.73 44.95 44.9 45.18 44.93 44.74 44.31 44.613 1 15 PARED DE BLOQUE 15X20X40 #5@60V #3@40H. M2 34.7 34.76 35.04 35.18 35.31 34.91 34.84 35.09 35.27 34.75 34.81 34.7 34.97 35.25 35.01 34.81 35.16 35.19 34.96 35.04 35.11 35.28 35.24 35.46 35.26 35.11 34.77 35.023 1 16 PARED DE BLOQUE 15X20X40 1#3@60V 1#3@60H M2 32.18 32.24 32.49 32.62 32.75 32.37 32.31 32.54 32.71 32.22 32.28 32.18 32.43 32.69 32.47 32.28 32.61 32.63 32.42 32.49 32.56 32.72 32.68 32.89 32.7 32.56 32.25 32.473 1 17 PARED BLOQUE DE 15CM RV 1#4@60RH 1#3@40CM M2 23.77 23.82 24 24.1 24.19 23.92 23.87 24.04 24.16 23.81 23.85 23.77 23.96 24.15 23.99 23.85 24.09 24.11 23.95 24 24.05 24.17 24.14 24.3 24.16 24.06 23.82 23.993 1 18 PARED BLOQUE DE 20CM RV 1#4@40CM RH 2#2@40CM M2 22.89 22.93 23.11 23.21 23.3 23.03 22.99 23.15 23.27 22.92 22.96 22.89 23.07 23.26 23.1 22.97 23.2 23.22 23.06 23.12 23.16 23.28 23.25 23.39 23.26 23.17 22.94 23.13 1 19 PARED BLOQ 20CM SPLIT FACE RV1#4@40 RH2#2@40CM todas las celdas llenas M2 35.27 35.33 35.61 35.75 35.89 35.48 35.41 35.67 35.85 35.32 35.38 35.27 35.55 35.83 35.59 35.38 35.74 35.77 35.53 35.61 35.68 35.86 35.82 36.04 35.84 35.69 35.34 35.593 1 20 PRETIL DE BLOQUE DE 15X20X40CM H=0.6M U 30.71 30.76 31 31.13 31.25 30.89 30.83 31.05 31.21 30.75 30.8 30.71 30.95 31.19 30.98 30.8 31.11 31.14 30.94 31 31.06 31.22 31.18 31.38 31.2 31.07 30.77 30.983 1 21 PRETIL DE BLOQUE DE 15X20X40CM H=1.0M M 45.97 46.05 46.41 46.6 46.78 46.24 46.16 46.49 46.73 46.03 46.11 45.97 46.33 46.7 46.39 46.12 46.58 46.62 46.32 46.42 46.51 46.74 46.69 46.98 46.72 46.52 46.07 46.393 1 22 Pared de bloque de concreto de 20x20x40 cms RV #4@20 RH #2@20 M2 55.46 55.56 56 56.22 56.44 55.79 55.69 56.08 56.37 55.53 55.63 55.46 55.9 56.35 55.96 55.64 56.19 56.24 55.88 56 56.11 56.39 56.33 56.68 56.36 56.12 55.58 55.973 1 23 PARED BLOQUE 15X20X40 1#3 @60V 1#3@40 H M2 33.34 33.4 33.66 33.79 33.92 33.53 33.47 33.71 33.88 33.38 33.44 33.34 33.6 33.87 33.64 33.44 33.78 33.81 33.59 33.66 33.73 33.89 33.86 34.07 33.88 33.73 33.41 33.643 1 24 PARED BLOQUE 15X20X40 REF. 1#5@60V 1#3@40H M2 28.23 28.28 28.5 28.62 28.73 28.4 28.35 28.55 28.69 28.27 28.32 28.23 28.45 28.68 28.49 28.32 28.6 28.63 28.44 28.5 28.56 28.7 28.67 28.85 28.69 28.57 28.29 28.493 1 25 PARED BLOQUE 20X20X40 REF. 1#5@40V 1#5@40H M2 44.49 44.57 44.91 45.1 45.27 44.75 44.67 44.99 45.22 44.55 44.63 44.49 44.84 45.2 44.89 44.63 45.08 45.12 44.82 44.92 45.01 45.23 45.18 45.46 45.21 45.02 44.58 44.893 1 26 CELOSIA DE CONCRETO T/SIFON M2 41.96 42.04 42.37 42.54 42.7 42.21 42.14 42.43 42.65 42.02 42.09 41.96 42.29 42.63 42.34 42.1 42.52 42.56 42.28 42.37 42.46 42.67 42.62 42.88 42.65 42.46 42.05 42.353 1 27 TAPIAL DE BLOQUE20X20X40 HASTA 1.0 M DE ALTURA M 66.62 66.74 67.26 67.53 67.79 67.01 66.89 67.36 67.71 66.7 66.82 66.62 67.14 67.68 67.22 66.83 67.5 67.56 67.12 67.26 67.4 67.73 67.66 68.08 67.7 67.41 66.76 67.223 1 28 TAPIAL DE BLOQUE20X20X40 HASTA 1.20 M DE ALTURA M 70.89 71.02 71.57 71.86 72.14 71.31 71.18 71.68 72.05 70.98 71.11 70.89 71.44 72.01 71.53 71.12 71.82 71.89 71.42 71.58 71.72 72.07 71.99 72.44 72.04 71.73 71.04 71.533 1 29 MURO DE CONTENCIÓN BLOQUE 15R.V.#3@20R.H.#2@20 M 81.75 81.9 82.54 82.87 83.19 82.24 82.09 82.67 83.09 81.86 82.01 81.75 82.39 83.05 82.49 82.02 82.84 82.91 82.37 82.55 82.71 83.12 83.03 83.55 83.08 82.73 81.93 82.53 1 30 Pared de bloque de concreto de 20x20x40 con RV#5@0.40+RH#2@0.20 con concreto grout f'c=180 Kg/cm2 M2 41.3 41.38 41.7 41.87 42.03 41.55 41.47 41.77 41.98 41.36 41.43 41.3 41.62 41.96 41.67 41.43 41.85 41.88 41.61 41.7 41.79 41.99 41.95 42.21 41.97 41.79 41.39 41.683 1 31 REFUERZO DE HIERRO DE 3/8 EN PAREDES. M2 21.65 21.69 21.86 21.95 22.03 21.78 21.74 21.89 22.01 21.68 21.72 21.65 21.82 22 21.85 21.72 21.94 21.96 21.81 21.86 21.91 22.01 21.99 22.13 22 21.91 21.7 21.853 1 32 PRETIL DE BLOQUE 15X20X40CM PINTADO M 11.76 11.78 11.88 11.92 11.97 11.83 11.81 11.9 11.96 11.78 11.8 11.76 11.86 11.95 11.87 11.8 11.92 11.93 11.85 11.88 11.9 11.96 11.95 12.02 11.95 11.9 11.79 11.873 1 33 Pared de bloque de concreto de 10X20X40 RV#3@0.40+RH#2@0.20 inc BS @1.0mts M2 30.64 30.71 30.95 31.08 31.19 30.85 30.8 31.01 31.16 30.7 30.77 30.64 30.9 31.14 30.93 30.77 31.07 31.08 30.88 30.95 31.03 31.17 31.14 31.33 31.15 31.03 30.71 30.943 1 34 Pared de block de 20 c/doble pantalla con RV #4 y 5@0.20 (alternadas)+RH # 3@ 0.40 (t/celdas llenas) M2 87.31 87.47 88.13 88.47 88.84 87.81 87.66 88.26 88.73 87.42 87.57 87.31 87.97 88.68 88.08 87.57 88.44 88.53 87.96 88.14 88.3 88.76 88.65 89.21 88.72 88.31 87.49 88.083 1 35 Pared block de 20 c/ref vert #3 y #4 @0.40 (Alternas)+ref horizontal #3@0.40 (Todas celdas llenas) M2 38.71 38.77 39.06 39.22 39.38 38.93 38.87 39.13 39.31 38.76 38.83 38.71 39.01 39.3 39.03 38.83 39.2 39.24 39 39.06 39.15 39.31 39.29 39.54 39.31 39.16 38.77 39.053 1 36 Pared de block de 20 con doble pantalla con RV #4@0.40+RH 2#3@ 0.20 (Todas las celdas llenas) M2 88.59 88.77 89.45 89.8 90.16 89.11 88.93 89.57 90.04 88.71 88.87 88.59 89.29 90 89.38 88.87 89.77 89.84 89.27 89.46 89.63 90.07 89.96 90.53 90.03 89.63 88.78 89.383 1 37 Pared bloque de concreto de 15x20x40 con RV#3@0.60+RH2#2@0.40M concreto grout 180Kgf/cm2 y mortero 1:3 M2 24.32 24.37 24.56 24.66 24.75 24.47 24.42 24.59 24.72 24.36 24.4 24.32 24.51 24.71 24.54 24.4 24.65 24.67 24.51 24.56 24.61 24.73 24.7 24.86 24.72 24.61 24.37 24.553 1 38 Pared de bloque de concreto de 15x20x40 con RV#4@0.40+RH#2@0.20 grout de 140Kg/cm y acero grado 40 M2 30.28 30.32 30.55 30.68 30.8 30.44 30.39 30.59 30.77 30.31 30.36 30.28 30.51 30.75 30.54 30.36 30.66 30.7 30.49 30.55 30.61 30.78 30.74 30.92 30.76 30.62 30.32 30.543 1 39 Pared bloque de 10x20x40 con (RV#3+RH#2)@0.60 inc BS@1.0m (todas las celdas llenas grout de 140) M2 25.61 25.64 25.86 25.97 26.05 25.76 25.72 25.88 26.03 25.63 25.69 25.61 25.8 26 25.84 25.71 25.95 25.98 25.79 25.86 25.9 26.03 25.99 26.18 26.01 25.9 25.65 25.853 1 40 PARED BLOQUE 15X20X40 TODOS HUECOS LLENOS. M2 29.55 29.6 29.83 29.95 30.06 29.73 29.67 29.87 30.04 29.59 29.64 29.55 29.78 30 29.81 29.65 29.94 29.95 29.77 29.83 29.89 30.05 30 30.17 30.02 29.89 29.6 29.813 1 41 Pared de bloque de 20x20x40 Todos los huecos llenos M2 36.41 36.47 36.74 36.88 37.04 36.61 36.55 36.8 36.99 36.46 36.52 36.41 36.69 36.97 36.73 36.53 36.87 36.91 36.69 36.75 36.81 37 36.95 37.2 36.97 36.81 36.48 36.733 1 42 DOBLE PARED DE BLOQUE DE 20 R.V. #5@20 EXTERNO Y #4@20 INTERNO. RH #3@20 M2 85.34 85.49 86.15 86.49 86.84 85.85 85.68 86.29 86.74 85.46 85.6 85.34 86.01 86.7 86.12 85.63 86.46 86.56 86 86.16 86.33 86.75 86.67 87.22 86.72 86.35 85.51 86.133 1 43 DOBLE PARED DE BLOQUE DE 15CM CON RV #4@40 Y #5@40 TODAS LAS CELDAS LLENAS M2 54.94 55.05 55.47 55.69 55.91 55.28 55.16 55.56 55.85 55.03 55.12 54.94 55.38 55.83 55.46 55.13 55.67 55.71 55.37 55.48 55.58 55.87 55.81 56.16 55.84 55.6 55.07 55.463 1 45 PARED DE BLOQUE DE 15 R.V.#3@40 Y R.H. #2@20. TODOS LOS HUECOS LLENOS M2 33.21 33.27 33.54 33.67 33.8 33.4 33.34 33.59 33.77 33.25 33.3 33.21 33.47 33.75 33.52 33.32 33.66 33.7 33.47 33.54 33.6 33.77 33.74 33.96 33.77 33.61 33.28 33.533 1 46 PARED BLOQUE 15X20X40R.V. #3@ 60 R.H. #2@ 40 M2 29.3 29.34 29.6 29.7 29.83 29.47 29.42 29.63 29.79 29.32 29.39 29.3 29.54 29.77 29.57 29.39 29.69 29.71 29.53 29.6 29.65 29.8 29.75 29.93 29.79 29.65 29.36 29.573 1 47 DOBLE PARED DE BLOQUE 20X20X40 RV #4@20 INTERNO Y #4@40 EXTERNO. RH 2#2 @40+GAN#2@20 Y40(HOR) M2 98.24 98.44 99.16 99.59 99.94 98.82 98.66 99.31 99.86 98.39 98.52 98.24 99 99.81 99.13 98.54 99.53 99.63 99 99.18 99.37 99.87 99.78 100.37 99.83 99.37 98.45 99.143 1 48 Pared de bloque de 20 cm ref vert No 8 @ 20 cm No 5 @ 40 cm REF H. No 2 @ 20 cm M2 69.66 69.74 70.33 70.6 70.87 70.08 69.93 70.43 70.8 69.73 69.87 69.66 70.18 70.73 70.28 69.88 70.56 70.63 70.18 70.35 70.47 70.83 70.72 71.18 70.78 70.47 69.8 70.293 1 49 Pared de bloque de 20 cm ref vert No 6 @ 20 cm No 4 @ 40 cm REF H. No 2 @ 20 cm M2 59.86 59.94 60.42 60.68 60.9 60.21 60.07 60.5 60.86 59.91 60.02 59.86 60.31 60.81 60.39 60.04 60.64 60.71 60.31 60.43 60.54 60.87 60.8 61.17 60.85 60.55 59.97 60.393 1 50 Pared de bloque de 20 cm ref vert No 5 @ 20 cm No 4 @ 40 cm REF H. No 2 @ 20 cm M2 56.09 56.19 56.63 56.84 57.07 56.41 56.31 56.71 57.03 56.16 56.25 56.09 56.51 56.97 56.6 56.26 56.81 56.88 56.51 56.65 56.74 57.04 56.96 57.31 57.01 56.74 56.22 56.613 1 51 Pared de bloque de 20 cm ref vert No 4 @ 40 cm REF H. No 2 @ 20 cm M2 55.33 55.41 55.84 56.06 56.29 55.62 55.53 55.93 56.25 55.38 55.48 55.33 55.74 56.2 55.81 55.49 56.03 56.09 55.74 55.86 55.98 56.26 56.18 56.55 56.24 55.98 55.45 55.813 1 52 Pared de bloque de 15 cm ref vert No 5 Y 4 @ 40 cm REF H. No 2 @ 20 cm M3 48.68 48.77 49.14 49.33 49.53 48.95 48.86 49.21 49.48 48.73 48.83 48.68 49.06 49.46 49.12 48.83 49.29 49.36 49.03 49.15 49.23 49.51 49.44 49.75 49.47 49.23 48.78 49.123 1 53 Muro de Bloque de Concreto Doble pared de 15 x 20x 40 Ref. Vert. Ho. No. 5 @20CM Ref. Horizontal M2 116.32 116.53 117.44 117.92 118.37 117.01 116.8 117.63 118.23 116.48 116.68 116.32 117.23 118.17 117.37 116.7 117.86 117.96 117.2 117.45 117.68 118.27 118.14 118.87 118.21 117.71 116.57 117.383 1 54 Columna de Bloque de Concreto de 20x 20x40 de 2.10 x 1.60 ref. Vert. 6 No.6 en los extremos y No. 5 M 629.98 631.12 636.03 638.62 641.07 633.69 632.57 637.04 640.32 630.8 631.94 629.98 634.91 639.99 635.66 632 638.3 638.87 634.71 636.1 637.35 640.5 639.81 643.78 640.19 637.48 631.31 635.713 1 55 PARED DE BLOQUE DE 15 REF. VERT. #4 @ 0.20 M REF. H # 2 @ 0.40 M CONCRETO F`C = 210 KG/CM2 M2 38.07 38.14 38.44 38.6 38.74 38.3 38.23 38.5 38.7 38.12 38.19 38.07 38.37 38.68 38.42 38.2 38.58 38.61 38.36 38.44 38.52 38.71 38.67 38.91 38.69 38.53 38.15 38.423 1 56 Muro de Pared de bloque de concreto de 20x20x40 cms RV #4@20+mazizo de concreto 30x50 cm M2 61.64 61.75 62.23 62.48 62.73 62 61.89 62.33 62.65 61.72 61.83 61.64 62.12 62.62 62.19 61.84 62.45 62.51 62.1 62.24 62.36 62.67 62.6 62.99 62.64 62.37 61.77 62.23 1 57 PARED DE BLOQUE DE 15 R.V. # 4 @ 60 R.H. 2 # 2 @ 40 cms M2 38.46 38.53 38.83 38.99 39.14 38.69 38.62 38.89 39.09 38.51 38.58 38.46 38.76 39.07 38.81 38.59 38.97 39 38.75 38.83 38.91 39.1 39.06 39.3 39.08 38.92 38.54 38.813 1 58 Pared de bloque de 15cm R.V. 1#4@60 y R.H. 1#2@40 M2 33.2 33.26 33.52 33.66 33.79 33.4 33.34 33.58 33.75 33.25 33.31 33.2 33.46 33.73 33.5 33.31 33.64 33.67 33.45 33.53 33.59 33.76 33.72 33.93 33.74 33.6 33.28 33.513 1 59 Contrafuerte de bloque 15x20x40 ref vert 2#4 + 2 ganchos #2 @ 20 M 11.5 11.56 11.64 11.71 11.74 11.62 11.58 11.67 11.73 11.54 11.58 11.5 11.62 11.73 11.64 11.58 11.7 11.71 11.62 11.64 11.67 11.73 11.73 11.79 11.73 11.67 11.57 11.643 1 60 PARED DE BLOQUE DE 10X20X40 S/REFUERZO M2 13.42 13.44 13.55 13.6 13.65 13.5 13.47 13.57 13.64 13.43 13.46 13.42 13.52 13.63 13.54 13.46 13.59 13.61 13.52 13.55 13.57 13.64 13.63 13.71 13.64 13.58 13.45 13.543 1 61 MURO DE TRIPLE BLOQUE DE CONCRETO 20X20X40 MORTERO R.V. 2 N° 4 + N°5 R.H. N°2 @ 0.40 m M2 148.06 148.29 149.45 150.05 150.66 148.93 148.65 149.71 150.47 148.23 148.5 148.06 149.21 150.41 149.36 148.52 150 150.13 149.17 149.48 149.77 150.5 150.36 151.29 150.43 149.8 148.35 149.383 1 62 PARED DE DOBLE BLOQUE 20X20X40 REF V N°4 @ 0.20 m REF H N° 2 @ 0.40 m; f'c=210 kg/cm2 M2 86.96 87.1 87.79 88.11 88.48 87.43 87.3 87.94 88.37 87.06 87.21 86.96 87.67 88.33 87.74 87.22 88.09 88.16 87.62 87.79 87.97 88.39 88.3 88.86 88.35 87.98 87.12 87.753 1 63 PARED DE BLOQUE 20X20X40 RV N°4 @ 0.80 m + N°6 @ 0.20 m; RH 2 N° 2 @ 0.20 m; MORTERO 1:5 M2 69.91 70.03 70.58 70.88 71.15 70.33 70.2 70.69 71.06 70.01 70.14 69.91 70.45 71.03 70.54 70.14 70.84 70.92 70.42 70.59 70.73 71.08 71.03 71.44 71.06 70.74 70.05 70.543 1 64 PARED DE BLOQUE 20X20X40 RV N°4 @ 0.40 m + N°6 @ 0.40 m; RH: 2N°2 @ 0.40 m; PROP 1:5 M2 55.65 55.74 56.19 56.42 56.64 55.99 55.88 56.26 56.56 55.74 55.83 55.65 56.07 56.54 56.14 55.83 56.39 56.46 56.06 56.19 56.31 56.58 56.53 56.87 56.55 56.31 55.77 56.143 1 65 PARED DE BLOQUE 20X20X40 m; RV N° 4 @ 0.40 m; RH 2 N° 2 @ 0.40 m; PROP 1:5 M2 37.77 37.83 38.14 38.3 38.44 38 37.93 38.18 38.38 37.83 37.9 37.77 38.05 38.38 38.1 37.9 38.27 38.33 38.04 38.14 38.22 38.4 38.37 38.6 38.38 38.22 37.85 38.13 1 66 PARED DE BLOQUE DE CONCRETO 20X20X40 m; RV N° 4 @ 0.80 m; RH 2 N° 2 @ 0.40 m; PROP 1:5 M2 36.42 36.48 36.77 36.93 37.06 36.64 36.57 36.82 37.01 36.48 36.55 36.42 36.68 37.01 36.74 36.55 36.9 36.96 36.68 36.77 36.85 37.02 37 37.22 37.01 36.85 36.49 36.743 1 67 Pared de bloque de concreto de 15x20x40 RV#3@0.40+RH#2@0.40 con concreto grout f'c=180 kg/cm2 M2 39.32 39.37 39.69 39.85 40 39.53 39.47 39.75 39.96 39.35 39.43 39.32 39.6 39.93 39.65 39.44 39.82 39.85 39.6 39.69 39.76 39.98 39.92 40.17 39.94 39.78 39.39 39.673 1 68 Pared bloque conc split face 15x20x40 RV#4@0.40+RH#2@0.20 t/celdas llenas(Inc solera inter @1.0) M2 57.56 57.69 58.14 58.38 58.61 57.93 57.79 58.25 58.54 57.64 57.74 57.56 58.05 58.5 58.12 57.75 58.35 58.4 58.02 58.14 58.26 58.55 58.49 58.84 58.51 58.28 57.69 58.123 1 69 PARED DE BLOQUE DE 20X20X40 REF N° 7 @ 0.20 m. REF CON SOLERAS INTERMEDIA. M2 113.43 113.63 114.5 114.97 115.4 114.11 113.89 114.68 115.26 113.59 113.81 113.43 114.27 115.25 114.43 113.81 114.95 115.05 114.25 114.5 114.71 115.29 115.17 115.91 115.26 114.72 113.67 114.443 1 70 PARED DE BLOQUE DE 20X20X40 REF N°6 @ 0.20 m; REF CON SOLERAS INTERMEDIAS M2 86.07 86.22 86.87 87.27 87.57 86.6 86.41 87.02 87.44 86.2 86.37 86.07 86.69 87.42 86.81 86.37 87.24 87.31 86.67 86.89 87.06 87.46 87.4 87.95 87.44 87.08 86.26 86.823 1 71 PARED DE BLOQUE 15x20x40 CM; ref 2 n° 2; REFUERZO CON SOLERA INTERMEDIA M2 54.74 54.85 55.26 55.51 55.7 55.04 54.97 55.37 55.62 54.84 54.93 54.74 55.16 55.61 55.24 54.94 55.48 55.54 55.16 55.26 55.37 55.63 55.59 55.93 55.62 55.37 54.88 55.243 1 72 Pared de bloque split face 20x20x40 RV#4@0.40+RH#2@0.20 t/celdas llenas (Inc BS intermedia@1.0) M2 59.55 59.67 60.1 60.35 60.6 59.91 59.79 60.23 60.54 59.63 59.72 59.55 60.01 60.51 60.08 59.73 60.34 60.39 60 60.1 60.25 60.55 60.47 60.84 60.53 60.26 59.67 60.083 1 73 Pared de bloque split face 15x20x40 RV#3@0.40+RH#2@0.20 t/celdas llenas (Inc. solera inter. @ 1 m) M2 30.38 30.44 30.67 30.8 30.92 30.56 30.5 30.72 30.88 30.42 30.47 30.38 30.62 30.86 30.65 30.48 30.78 30.81 30.61 30.67 30.74 30.89 30.85 31.05 30.87 30.74 30.44 30.663 1 74 Pared de bloque de 20x20x40 con RV#4@0.20+BS@0.80 con 2#3+E#2@0.15 Conc 210 y fy=2800Kg/cm2 M2 53.41 53.49 53.92 54.11 54.32 53.7 53.64 53.98 54.27 53.45 53.59 53.41 53.81 54.24 53.86 53.6 54.09 54.13 53.8 53.93 54.02 54.31 54.22 54.56 54.26 54.02 53.53 53.873 1 75 PANTALLA DE BLOQUE DE CONCRETO 20X20X40cms; CONTRAFUERTE DE BLOQUE H=1.80 m @ 1.40 m DE SEPARACION M2 124.69 124.86 125.83 126.38 126.84 125.41 125.17 126.05 126.7 124.83 125.05 124.69 125.6 126.65 125.76 125.06 126.33 126.41 125.58 125.83 126.11 126.73 126.6 127.38 126.68 126.11 124.9 125.763 1 76 Pared de bloque de concreto 10x20x40 con RV#4@0.60+RH2#2@0.40 acero G40 M2 21.85 21.89 22.07 22.14 22.23 21.99 21.96 22.08 22.23 21.87 21.93 21.85 22.01 22.2 22.06 21.93 22.13 22.15 22.01 22.07 22.1 22.23 22.18 22.33 22.22 22.11 21.89 22.063 1 77 Pared de bloque de 20x20x40 con RV#5@0.20+BS@0.60 con 2#3+E#2@0.15 Grout f'c=180 Kg/cm2 M2 60.93 61.02 61.49 61.76 61.98 61.28 61.17 61.58 61.9 61.01 61.12 60.93 61.38 61.87 61.48 61.14 61.7 61.78 61.38 61.5 61.61 61.92 61.86 62.24 61.88 61.62 61.04 61.483 1 78 Pared de bloque de concreto de 15x20x40 con RV#4@0.40 m+RH 2#2@0.40 m grout de f'c=180Kg/cm2 M2 32.22 32.26 32.54 32.64 32.77 32.39 32.35 32.57 32.73 32.24 32.33 32.22 32.47 32.7 32.5 32.33 32.62 32.64 32.46 32.54 32.58 32.73 32.67 32.9 32.71 32.58 32.27 32.53 1 79 Pared de bloque 20x20x40 triple pantalla RV(1#5+2#4)@0.20+RH6#2@0.40+G#2@0.2 Graut f'c=180 Kg/cm2 M2 157.11 157.37 158.61 159.22 159.86 158.03 157.74 158.87 159.69 157.32 157.58 157.11 158.34 159.62 158.51 157.61 159.18 159.29 158.25 158.63 158.93 159.73 159.54 160.55 159.66 158.96 157.43 158.533 1 80 Pared de bloque 20x20x40 doble pantalla RV 2#4@0.20+RH 4#2@0.40+G#2@0.2 Graut f'c=180 Kg/cm2 M2 101.1 101.27 102.05 102.45 102.86 101.68 101.5 102.22 102.74 101.23 101.4 101.1 101.88 102.67 101.99 101.4 102.41 102.5 101.87 102.06 102.27 102.77 102.65 103.29 102.73 102.27 101.28 1023 1 81 Pared de bloque de concreto de 20x20x40 RV#4@0.20+RH2#2@0.40 Graut f'c=180 Kg/cm2 M2 50.47 50.56 50.96 51.13 51.34 50.74 50.68 51.02 51.31 50.53 50.63 50.47 50.86 51.26 50.93 50.64 51.12 51.15 50.84 50.97 51.05 51.32 51.23 51.57 51.27 51.05 50.59 50.943 1 82 Pared de bloque de 15 ref. vert #4@0.20 + ref. horz. 2#2@0.40; concreto graut 180 Kg/cm2 M2 52.13 52.21 52.61 52.82 53.02 52.42 52.32 52.69 52.97 52.19 52.27 52.13 52.51 52.94 52.58 52.28 52.8 52.84 52.49 52.61 52.72 52.98 52.92 53.23 52.96 52.73 52.23 52.583 1 83 Pared de bloque 20x20x40 RV #5@0.20+RH 2#2@0.60; Grout f'c=210 Kg/cm2 M2 49.08 49.17 49.55 49.76 49.93 49.37 49.28 49.62 49.89 49.15 49.23 49.08 49.47 49.87 49.52 49.24 49.74 49.77 49.46 49.55 49.64 49.9 49.84 50.16 49.88 49.66 49.19 49.533 1 84 Pared de bloque de 15x20x40 con RV#4@0.20+BS@0.80m con 1#3 Grout f'c=180 Kg/cm2 M2 40.38 40.45 40.77 40.92 41.09 40.6 40.54 40.82 41.05 40.45 40.5 40.38 40.68 41.01 40.73 40.51 40.91 40.93 40.67 40.77 40.83 41.06 41 41.25 41.04 40.84 40.46 40.743 1 85 Pared de bloque de 20x20x40; RV4@0.20+RH#2@0.40; concreto grout f'c=180 Kg/cm2 M2 46.4 46.49 46.84 47.01 47.21 46.68 46.61 46.91 47.16 46.48 46.55 46.4 46.78 47.14 46.82 46.56 47 47.04 46.77 46.85 46.92 47.17 47.11 47.41 47.14 46.93 46.5 46.833 1 86 Pared de bloque de concreto 15x20x40 RV #3 @40 cm todas las celdas llenas con grout de f'c=180kg/cm2 M2 31.73 31.78 32.02 32.15 32.27 31.91 31.85 32.06 32.24 31.77 31.82 31.73 31.97 32.2 32 31.83 32.14 32.15 31.96 32.02 32.08 32.26 32.2 32.39 32.22 32.08 31.78 323 2 1 PARED LADRILLO DE BARRO T/CALAV.P/CANTO MEZCLA 1:4 M2 17.82 17.86 18 18.07 18.14 17.93 17.9 18.02 18.12 17.85 17.88 17.82 17.96 18.11 17.99 17.88 18.06 18.07 17.96 18 18.03 18.12 18.1 18.22 18.11 18.04 17.86 17.993 2 2 PARED LADRILLO BARRO T/CALAV.P/LAZO MEZCLA 1:4 M2 20.03 20.07 20.23 20.31 20.39 20.15 20.12 20.26 20.36 20.06 20.09 20.03 20.19 20.35 20.22 20.1 20.3 20.32 20.19 20.23 20.27 20.37 20.34 20.47 20.36 20.27 20.07 20.223 2 3 PARED LADRILLO BARRO T/CALAV.P/TRINCHERA 1:4 M2 37.85 37.92 38.21 38.37 38.52 38.07 38.01 38.28 38.47 37.9 37.96 37.85 38.15 38.45 38.2 37.97 38.35 38.39 38.14 38.22 38.29 38.48 38.44 38.68 38.47 38.3 37.93 38.23 2 4 PARED LADRILLO DE BARRO P/CANTO 1° BLOCK M= 1:4 M2 15.4 15.43 15.55 15.61 15.67 15.49 15.46 15.57 15.65 15.42 15.45 15.4 15.52 15.64 15.54 15.45 15.6 15.62 15.52 15.55 15.58 15.66 15.64 15.74 15.65 15.58 15.43 15.543 2 5 PARED LADRILLO DE BARRO P/CANTO 2° BLOCK M= 1:4 M2 17.56 17.59 17.73 17.8 17.87 17.67 17.63 17.76 17.85 17.58 17.62 17.56 17.7 17.84 17.72 17.62 17.79 17.81 17.69 17.73 17.77 17.86 17.84 17.95 17.85 17.77 17.6 17.723 2 6 Pared ladrillo de barro p/lazo 1er BLOCK M= 1:4 M2 19.25 19.28 19.44 19.51 19.59 19.36 19.33 19.47 19.56 19.27 19.3 19.25 19.4 19.56 19.42 19.31 19.5 19.52 19.39 19.44 19.47 19.57 19.55 19.67 19.56 19.48 19.29 19.423 2 7 PARED LADRILLO DE BARRO P/LAZO 2§ BLOCK M= 1:4 M2 23.21 23.25 23.43 23.53 23.62 23.35 23.31 23.47 23.59 23.24 23.28 23.21 23.39 23.58 23.42 23.29 23.52 23.54 23.39 23.43 23.48 23.6 23.57 23.72 23.59 23.49 23.26 23.423 2 8 PARED LADRILLO DE BARRO P/LAZO 3° BLOCK M2 23.31 23.35 23.54 23.63 23.73 23.45 23.41 23.58 23.7 23.34 23.38 23.31 23.5 23.69 23.53 23.39 23.62 23.64 23.49 23.54 23.59 23.71 23.68 23.83 23.7 23.59 23.36 23.533 2 9 PARED LADRILLO BARRO P/TRINCHERA 1° BLOCK M2 36.56 36.63 36.91 37.06 37.2 36.78 36.71 36.97 37.16 36.61 36.67 36.56 36.85 37.14 36.9 36.68 37.05 37.08 36.84 36.92 36.99 37.17 37.13 37.37 37.16 37 36.64 36.93 2 10 PARED LADRILLO BARRO P/TRINCHERA 2° BLOCK M2 39.14 39.21 39.52 39.68 39.83 39.37 39.3 39.58 39.78 39.19 39.26 39.14 39.45 39.76 39.5 39.27 39.66 39.69 39.43 39.52 39.6 39.79 39.75 40 39.78 39.61 39.22 39.53 2 11 Pared curva de ladrillo de barro p/trinchera; 1er block M2 34.8 34.87 35.14 35.28 35.42 35 34.95 35.19 35.37 34.85 34.91 34.8 35.08 35.35 35.12 34.92 35.27 35.3 35.07 35.14 35.22 35.38 35.34 35.57 35.37 35.22 34.88 35.123 2 12 Pared curva de ladrillo de barro p/trinchera; 2do block M2 40.12 40.19 40.51 40.67 40.82 40.35 40.29 40.56 40.77 40.16 40.23 40.12 40.44 40.75 40.48 40.25 40.65 40.69 40.41 40.51 40.59 40.78 40.74 41 40.77 40.6 40.2 40.483 2 13 PARED CURVA LAD. BARRO P/TRINCHERA 3ER BLOCK M2 47.78 47.86 48.24 48.43 48.62 48.06 47.97 48.31 48.56 47.84 47.92 47.78 48.15 48.54 48.21 47.93 48.41 48.45 48.14 48.24 48.34 48.58 48.52 48.83 48.55 48.35 47.88 48.213 2 14 PARED DE CELOSÍA DE BARRO INCLINADA M2 49.35 49.44 49.82 50.02 50.22 49.64 49.55 49.9 50.16 49.41 49.5 49.35 49.73 50.13 49.79 49.51 50 50.05 49.72 49.83 49.93 50.17 50.12 50.43 50.15 49.94 49.45 49.83 2 15 PRETIL PERIMETRAL DE LADRILLO DE OBRA M 11.34 11.37 11.45 11.5 11.54 11.41 11.39 11.47 11.53 11.36 11.38 11.34 11.43 11.52 11.45 11.38 11.49 11.51 11.43 11.45 11.48 11.54 11.52 11.59 11.53 11.48 11.37 11.453 2 20 Pared curva lad de barro p/trinchera; incl ref circular#3@0.09 en 2/3h+ref#3@0.18m en 1/3h+RV#3@0.30 M2 49.87 49.95 50.37 50.56 50.76 50.17 50.1 50.44 50.7 49.93 50.05 49.87 50.28 50.68 50.35 50.06 50.54 50.6 50.25 50.37 50.46 50.72 50.66 50.99 50.7 50.48 49.96 50.35

3 2 23 Pared curva lad de barro p/trinchera; incl ref circular 6 anillos de (1#3+1#4)@0.09m+3anillos de 2#3@0.09m+14 anillos de 1 M2 58.73 58.82 59.27 59.54 59.78 59.05 58.98 59.36 59.68 58.79 58.88 58.73 59.16 59.65 59.22 58.9 59.51 59.57 59.15 59.27 59.39 59.7 59.65 59.99 59.68 59.42 58.83 59.243 2 24 PARED LADRILLO BARRO T/CALAV.P/LAZO MEZCLA 1:3 M2 20.72 20.76 20.92 21.01 21.08 20.85 20.81 20.95 21.06 20.75 20.79 20.72 20.89 21.06 20.91 20.79 21 21.02 20.88 20.92 20.96 21.08 21.04 21.18 21.06 20.97 20.77 20.913 3 1 M 3.59 3.6 3.63 3.64 3.65 3.61 3.61 3.63 3.65 3.6 3.6 3.59 3.62 3.65 3.62 3.6 3.64 3.64 3.62 3.63 3.63 3.65 3.65 3.67 3.65 3.63 3.6 3.623 3 2 JUNTA ELASTICA DE CONTRACCION M 9.02 9.04 9.11 9.14 9.18 9.07 9.06 9.12 9.17 9.03 9.05 9.02 9.09 9.16 9.1 9.05 9.14 9.15 9.09 9.11 9.13 9.17 9.16 9.22 9.17 9.13 9.04 9.13 3 3 Junta de dilatación en concreteado M 0.58 0.59 0.59 0.59 0.6 0.59 0.59 0.59 0.59 0.59 0.59 0.58 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.6 0.59 0.59 0.59 0.593 3 4 JUNTA DE DILATACION 1 PULGADA M 5.8 5.81 5.86 5.88 5.9 5.84 5.83 5.87 5.9 5.81 5.82 5.8 5.85 5.89 5.85 5.82 5.88 5.88 5.84 5.86 5.87 5.9 5.89 5.93 5.9 5.87 5.81 5.853 3 6 JUNTA DE DILATACIÓN E=1" C/DURAPAX Y SELLO SIKAFLEX 1A M 12.43 12.45 12.55 12.6 12.65 12.5 12.48 12.57 12.63 12.44 12.47 12.43 12.52 12.62 12.54 12.47 12.59 12.6 12.52 12.55 12.57 12.63 12.62 12.7 12.63 12.58 12.45 12.543 3 7 ANCLAJE DE PINES DE 1/2" INCLUYE ADITIVO U 6.17 6.18 6.23 6.26 6.28 6.21 6.2 6.24 6.27 6.18 6.19 6.17 6.22 6.27 6.23 6.19 6.25 6.26 6.22 6.23 6.24 6.27 6.27 6.31 6.27 6.24 6.18 6.233 3 8 JUNTA DE DILATACION DE 3/4" CON SELLO SIKAFLEX Y DURAPAX. M 3.83 3.84 3.86 3.87 3.89 3.85 3.84 3.86 3.89 3.84 3.84 3.83 3.85 3.89 3.85 3.84 3.87 3.87 3.85 3.86 3.86 3.89 3.89 3.9 3.89 3.86 3.84 3.853 3 9 Junta de const. con paneles de espuma de poliestileno con sellador aditivo epoxico M 20.42 20.45 20.61 20.68 20.78 20.54 20.48 20.64 20.76 20.45 20.47 20.42 20.58 20.76 20.6 20.47 20.68 20.7 20.58 20.61 20.66 20.77 20.74 20.84 20.76 20.66 20.46 20.613 3 10 ANCLAJE DE PINES DE VARILLA DE 1/2" X 0.30 DE LONG. INCLUYE EPOXICO C/u 3.38 3.39 3.42 3.43 3.44 3.4 3.4 3.42 3.44 3.39 3.39 3.38 3.41 3.44 3.41 3.39 3.43 3.43 3.41 3.42 3.42 3.44 3.44 3.46 3.44 3.42 3.39 3.413 3 12 Pines de anclaje con varilla corrugada de 5/8" Fy=4200 Kg/cm2. Long. = 1.00 mt. C/u 9.62 9.64 9.72 9.76 9.79 9.68 9.66 9.73 9.78 9.64 9.65 9.62 9.7 9.78 9.71 9.65 9.75 9.76 9.7 9.72 9.74 9.78 9.77 9.83 9.78 9.74 9.64 9.713 3 13 Junta de dilatacion de 1" (Incluye pletina de 2"x1/4"+Sikaflex+Durapack) M 9.67 9.69 9.75 9.78 9.81 9.72 9.71 9.76 9.8 9.68 9.7 9.67 9.73 9.8 9.74 9.7 9.78 9.78 9.73 9.75 9.76 9.8 9.79 9.84 9.8 9.77 9.69 9.743 3 15 Pines de anclaje con varilla corrugada No 8 Fy=4200 Kg/cm2. Long. = 0.60 mt (Incluye aditivo) C/u 12.29 12.31 12.41 12.46 12.51 12.36 12.34 12.43 12.49 12.31 12.33 12.29 12.39 12.49 12.4 12.33 12.45 12.47 12.38 12.41 12.44 12.5 12.48 12.56 12.49 12.44 12.32 12.43 3 16 Pines de anclaje con varilla corrugada No 8 Fy=4200 Kg/cm2. Long. = 0.90 mt (Incluye aditivo) C/u 13.54 13.57 13.67 13.73 13.77 13.63 13.62 13.71 13.76 13.55 13.59 13.54 13.65 13.76 13.67 13.59 13.73 13.74 13.64 13.68 13.71 13.76 13.76 13.85 13.76 13.71 13.58 13.673 3 17 Hechura de junta en concreto 1"x1/8" (con cortadora de disco de diamante) M 0.81 0.81 0.82 0.82 0.83 0.82 0.81 0.82 0.82 0.81 0.81 0.81 0.82 0.82 0.82 0.81 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.83 0.82 0.82 0.81 0.823 3 18 Pines de anclaje Diámetro=1 1/4" Acero corrugado Grado 40 (L=1.0 mts incluye aditivo) C/u 22.58 22.62 22.8 22.89 22.98 22.71 22.67 22.83 22.95 22.61 22.65 22.58 22.76 22.94 22.78 22.65 22.88 22.9 22.75 22.8 22.84 22.96 22.93 23.07 22.94 22.85 22.63 22.783 3 19 Pines de anclaje Diámetro=1" Acero corrugado Grado 40 (L=1.0 mts incluye aditivo) C/u 23.46 23.5 23.69 23.78 23.87 23.6 23.56 23.72 23.85 23.49 23.53 23.46 23.65 23.84 23.67 23.54 23.77 23.79 23.64 23.69 23.74 23.85 23.83 23.98 23.84 23.74 23.51 23.683 3 20 Pines de anclaje con varilla corrugada No 8 Fy=4200 Kg/cm2. Long. = 1.30 mt (Incluye aditivo) C/u 14.45 14.48 14.59 14.65 14.71 14.54 14.51 14.62 14.69 14.47 14.5 14.45 14.57 14.68 14.58 14.5 14.64 14.66 14.56 14.59 14.62 14.69 14.68 14.77 14.69 14.63 14.48 14.593 3 21 Hechura junta en concreto 1"x1/8" con cortadora disco/diamante incuye mat de respaldo y sello M 2.06 2.06 2.07 2.07 2.09 2.06 2.06 2.07 2.09 2.06 2.06 2.06 2.06 2.09 2.06 2.06 2.07 2.08 2.06 2.07 2.07 2.09 2.09 2.09 2.09 2.07 2.06 2.063 3 22 Pines de anclaje con varilla corrugada de 5/8" Fy=4200 Kg/cm2. Long. = 0.30m C/u 1.86 1.86 1.88 1.88 1.89 1.87 1.87 1.88 1.89 1.86 1.87 1.86 1.87 1.89 1.88 1.87 1.88 1.89 1.87 1.88 1.88 1.89 1.89 1.9 1.89 1.88 1.86 1.883 3 23 Hechura de junta en concreto 0.50"x1/8" (con cortadora de disco de diamante) M 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.413 3 24 Pines de anclaje con varilla corrugada No 7 Long=1.20 mt (Incluye aditivo epóxico) C/u 13.31 13.33 13.44 13.49 13.54 13.39 13.36 13.46 13.53 13.33 13.35 13.31 13.41 13.52 13.43 13.35 13.48 13.5 13.41 13.44 13.46 13.53 13.52 13.6 13.52 13.47 13.34 13.433 3 25 Junta sísmica de 5cm de espesor; rellena con durapas y aditivo polímero flexible para sellado; incluye tapajunta metálico de 3/16" M 10.54 10.56 10.64 10.68 10.72 10.6 10.58 10.65 10.71 10.55 10.57 10.54 10.62 10.7 10.63 10.57 10.68 10.68 10.62 10.64 10.66 10.71 10.7 10.77 10.71 10.66 10.56 10.633 4 1 MAMPOSTERÍA PARA FUNDACIONES M3 76.61 76.75 77.34 77.66 77.96 77.06 76.92 77.47 77.87 76.71 76.84 76.61 77.21 77.83 77.3 76.85 77.62 77.69 77.19 77.35 77.5 77.89 77.81 78.29 77.85 77.52 76.77 77.313 4 2 Mampostería de piedra para muro. M3 83.17 83.32 83.97 84.31 84.64 83.67 83.51 84.11 84.54 83.28 83.43 83.17 83.82 84.5 83.92 83.44 84.27 84.34 83.8 83.98 84.15 84.57 84.47 84.99 84.52 84.16 83.35 83.933 4 3 MAMPOSTERIA FUNDACION C/PIED.EXIST.S/EXCAV.Y COMP. M3 42.23 42.31 42.64 42.81 42.98 42.49 42.4 42.71 42.93 42.29 42.36 42.23 42.57 42.91 42.61 42.37 42.79 42.83 42.55 42.64 42.73 42.94 42.9 43.16 42.92 42.74 42.32 42.623 4 4 MAMPOSTERIA DE MURO C/PIED.EXIST.S/EXCAV Y COMP. M3 61.8 61.91 62.39 62.64 62.88 62.17 62.05 62.49 62.81 61.88 61.99 61.8 62.28 62.77 62.35 62 62.61 62.66 62.26 62.39 62.52 62.82 62.76 63.14 62.79 62.53 61.93 62.363 4 5 GAVION DE CAJA GALVANIZADO M3 82.53 82.68 83.32 83.66 83.98 83.02 82.87 83.45 83.88 82.64 82.78 82.53 83.17 83.84 83.27 82.79 83.62 83.69 83.15 83.33 83.49 83.91 83.82 84.34 83.87 83.51 82.7 83.283 4 6 GAVIÓN DE CAJA CON PVC. cal. de alambre 2.4. mm M3 87.46 87.62 88.3 88.66 89 87.98 87.82 88.44 88.9 87.58 87.73 87.46 88.15 88.85 88.25 87.74 88.62 88.7 88.12 88.31 88.49 88.92 88.83 89.38 88.88 88.5 87.65 88.263 4 7 MURO DE MAMPOSTERIA SECO S/EXCAV. M3 43.86 43.94 44.29 44.47 44.64 44.12 44.04 44.36 44.58 43.92 44 43.86 44.21 44.56 44.26 44 44.44 44.48 44.19 44.29 44.38 44.6 44.55 44.83 44.58 44.39 43.96 44.263 4 8 MURO GUARDANIVEL DE PIEDRA ( MORTERO 1;8) M3 74.92 75.06 75.64 75.95 76.24 75.37 75.23 75.76 76.15 75.02 75.15 74.92 75.51 76.12 75.6 75.16 75.91 75.98 75.49 75.65 75.8 76.17 76.09 76.56 76.14 75.81 75.08 75.63 4 10 REPARACION MURO MAMPOSTERIA DE PIEDRA M3 64.09 64.19 64.71 64.96 65.21 64.46 64.34 64.8 65.13 64.17 64.28 64.09 64.58 65.1 64.67 64.28 64.93 64.99 64.57 64.71 64.83 65.16 65.09 65.49 65.12 64.85 64.22 64.673 4 12 Mampostería de piedra para muros con barbacanas de PVC de 2" de 64PSI (Mortero 1:3) M3 104.09 104.27 105.08 105.51 105.92 104.7 104.51 105.25 105.8 104.22 104.41 104.09 104.9 105.74 105.02 104.42 105.46 105.55 104.87 105.1 105.3 105.83 105.71 106.36 105.77 105.32 104.3 105.033 4 13 MAMPOSTERIA PARA FUNDACIONES utilizando maquinaria pesada M3 114.28 114.48 115.36 115.81 116.25 114.94 114.74 115.53 116.12 114.42 114.63 114.28 115.15 116.06 115.29 114.64 115.76 115.86 115.12 115.37 115.59 116.15 116.03 116.73 116.1 115.61 114.51 115.33 4 14 Muro de mamp de piedra; mortero 1:3; barbacana PVC Ø=2" 160PSI; inc maq_pesada p/acarreo mat y junta M3 102.1 102.28 103.06 103.46 103.86 102.69 102.5 103.22 103.74 102.23 102.41 102.1 102.88 103.69 103 102.42 103.42 103.5 102.85 103.07 103.27 103.77 103.66 104.29 103.72 103.29 102.31 103.013 4 15 CONFORMACION DE RAMPA DE MANPOSTERIA DE PIEDRA (UTILIZANDO CEMENTO TIPO V) M3 96.72 96.89 97.65 98.04 98.42 97.29 97.11 97.8 98.31 96.84 97.02 96.72 97.47 98.26 97.59 97.03 97.99 98.08 97.45 97.66 97.85 98.34 98.23 98.84 98.29 97.87 96.92 97.63 4 16 CONFORMACION DE GRADAS DE MAMPOSTERIA (UTILIZANDO CEMENTO TIPO V) M3 96.81 96.98 97.74 98.14 98.52 97.38 97.21 97.89 98.4 96.94 97.11 96.81 97.57 98.35 97.68 97.12 98.09 98.17 97.54 97.75 97.94 98.43 98.32 98.93 98.38 97.96 97.01 97.693 4 17 Remate de piedra cuarta mortero 1:3 M3 82.37 82.52 83.16 83.5 83.82 82.86 82.71 83.3 83.73 82.48 82.63 82.37 83.02 83.68 83.12 82.64 83.46 83.54 82.99 83.17 83.34 83.75 83.66 84.18 83.71 83.35 82.55 83.123 4 18 Mampostería de piedra para cajas canaletas y canales (Mortero 1:4) M3 84.44 84.59 85.25 85.59 85.93 84.94 84.78 85.38 85.83 84.55 84.7 84.44 85.1 85.79 85.2 84.71 85.55 85.63 85.07 85.26 85.43 85.85 85.76 86.29 85.81 85.44 84.62 85.213 4 19 Disipador de mamposteria con excavación en arena de 6.1x4x1 mortero 1:4 C/u 427.63 428.4 431.74 433.49 435.16 430.15 429.38 432.42 434.64 428.18 428.95 427.63 430.97 434.43 431.48 429 433.27 433.66 430.84 431.78 432.63 434.77 434.3 436.99 434.56 432.72 428.53 431.523 4 20 MURO GAVION CON MALLA GALV. FORRADA CON PVC EN CAJAS DE 2X1X0.5 M3 87.97 88.13 88.81 89.18 89.52 88.49 88.33 88.96 89.41 88.08 88.24 87.97 88.66 89.37 88.76 88.25 89.13 89.21 88.63 88.82 89 89.44 89.34 89.9 89.4 89.02 88.15 88.773 4 21 SUMINISTRO E INSTALACION DE COLCHO RENO M3 80.14 80.28 80.91 81.24 81.55 80.61 80.47 81.04 81.45 80.24 80.39 80.14 80.76 81.41 80.86 80.4 81.2 81.27 80.74 80.92 81.08 81.48 81.39 81.89 81.44 81.09 80.31 80.873 4 22 Sum. e instalacion de barbacana de tubo PVC de 3" 100 psi (para muro de mamposteria de piedra) M 2.23 2.23 2.25 2.26 2.27 2.24 2.24 2.25 2.26 2.23 2.24 2.23 2.25 2.26 2.25 2.24 2.26 2.26 2.24 2.25 2.25 2.27 2.26 2.28 2.26 2.25 2.23 2.253 4 23 ANCLAJE DE MAMPOSTERÍA EN PUENTE COLGANTE PROP 1:4 M3 79.29 79.43 80.05 80.38 80.69 79.76 79.61 80.18 80.59 79.39 79.54 79.29 79.91 80.56 80.01 79.54 80.34 80.41 79.89 80.06 80.22 80.62 80.53 81.03 80.58 80.23 79.46 80.013 4 24 sum. e instalcion de gavion. malla forrada con pvc. cal. de alambre 2.7 mm M3 92.1 92.26 92.98 93.36 93.72 92.64 92.47 93.13 93.61 92.22 92.38 92.1 92.81 93.56 92.92 92.39 93.31 93.39 92.79 92.99 93.17 93.63 93.53 94.11 93.59 93.19 92.29 92.933 4 25 MAMPOSTERÍA PARA FUNDACIONES UTILIZANDO CEMENTO TIPO 5000 M3 83.64 83.79 84.43 84.77 85.09 84.13 83.98 84.56 84.99 83.75 83.9 83.64 84.28 84.95 84.38 83.9 84.72 84.8 84.26 84.44 84.6 85.02 84.93 85.44 84.98 84.64 83.82 84.43 4 26 MAMPOSTERÍA PARA MURO UTILIZANDO CEMENTO TIPO 5000 M3 90.16 90.31 91.01 91.37 91.72 90.68 90.52 91.15 91.61 90.27 90.43 90.16 90.85 91.57 90.95 90.44 91.32 91.4 90.82 91.02 91.19 91.64 91.54 92.1 91.59 91.23 90.34 90.983 4 27 CONFORMACIÓN DE GRADAS DE MAMPOSTERÍA M3 102.61 102.79 103.56 103.96 104.34 103.19 103.01 103.71 104.23 102.74 102.91 102.61 103.38 104.18 103.5 102.92 103.91 103.99 103.35 103.57 103.76 104.25 104.15 104.76 104.21 103.83 102.83 103.553 4 28 Mampostería de piedra para cajas canaletas y canales (Mortero 1:3) M3 92.32 92.48 93.21 93.57 93.95 92.88 92.69 93.35 93.85 92.44 92.6 92.32 93.05 93.8 93.16 92.61 93.53 93.61 93.02 93.22 93.4 93.87 93.78 94.34 93.83 93.41 92.51 93.163 5 1 DIVISION DE PLYWOOD DE BANAK 1/4" DOBLE CARA M2 30.47 30.52 30.76 30.89 31 30.65 30.59 30.81 30.97 30.51 30.56 30.47 30.71 30.95 30.74 30.57 30.87 30.9 30.7 30.76 30.82 30.98 30.94 31.14 30.96 30.83 30.53 30.753 5 2 DIVISION DE FIBROLITE DE 6 MM. DOBLE CARA M2 33.44 33.5 33.76 33.9 34.03 33.64 33.58 33.81 33.99 33.48 33.54 33.44 33.7 33.97 33.74 33.55 33.88 33.91 33.69 33.76 33.83 34 33.96 34.17 33.98 33.84 33.51 33.743 5 3 DIVISION DESMONTABLE DE PLYWOOD DE BANAK 1/4" M2 49.44 49.53 49.91 50.12 50.31 49.73 49.64 49.99 50.25 49.5 49.59 49.44 49.82 50.22 49.88 49.6 50.09 50.14 49.81 49.92 50.02 50.26 50.21 50.52 50.24 50.03 49.54 49.893 5 4 DIVISION DE FIBROLITE DE 6MMS CON TUBO INDUSTRIAL M2 25.31 25.35 25.55 25.65 25.75 25.46 25.41 25.59 25.72 25.34 25.39 25.31 25.5 25.71 25.53 25.39 25.64 25.66 25.5 25.55 25.6 25.73 25.7 25.86 25.72 25.61 25.36 25.543 5 5 M2 65.26 65.38 65.89 66.16 66.41 65.65 65.53 65.99 66.33 65.35 65.46 65.26 65.77 66.3 65.85 65.47 66.12 66.18 65.75 65.9 66.03 66.35 66.28 66.69 66.32 66.04 65.4 65.863 5 6 DIVISION METAL.LAM.HO.1/16"TUBO 1"PINT.SOPLETE M2 28.16 28.21 28.43 28.55 28.66 28.33 28.28 28.48 28.62 28.2 28.25 28.16 28.38 28.61 28.41 28.25 28.53 28.56 28.37 28.43 28.49 28.63 28.6 28.78 28.62 28.5 28.22 28.423 5 7 DIVISION PLYWOOD BANAC 4 MM.DOBLE FOR.RIOST.21/2X1 M2 62.79 62.9 63.39 63.65 63.9 63.16 63.05 63.49 63.82 62.87 62.99 62.79 63.28 63.79 63.36 62.99 63.62 63.68 63.26 63.4 63.53 63.84 63.77 64.17 63.81 63.54 62.92 63.363 5 8 DIVISION DE FIBROLIT Y ESTRUCTURA DE ALUMINIO M2 26.01 26.05 26.21 26.3 26.38 26.13 26.1 26.25 26.36 26.04 26.07 26.01 26.17 26.34 26.2 26.08 26.29 26.31 26.17 26.21 26.26 26.36 26.34 26.47 26.35 26.26 26.05 26.23 5 9 LAMINA FIBRANMARCO DE CEDRO(UN FORRO) M2 13.34 13.36 13.47 13.52 13.57 13.42 13.39 13.49 13.56 13.36 13.38 13.34 13.44 13.55 13.46 13.38 13.51 13.53 13.44 13.47 13.49 13.56 13.55 13.63 13.55 13.5 13.37 13.463 5 10 M2 60.23 60.34 60.81 61.06 61.29 60.59 60.48 60.91 61.22 60.31 60.42 60.23 60.7 61.19 60.78 60.43 61.03 61.08 60.68 60.82 60.94 61.24 61.17 61.55 61.21 60.95 60.36 60.783 5 11 Divisiones de tablaroca c/estructura metálica de soporte M2 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 203 5 12 DIVISIÓN PLEGABLE PVC (FLEXADONAS) M2 40.71 40.71 40.71 40.71 40.71 40.71 40.71 40.71 40.71 44.52 40.71 40.71 40.71 40.71 40.71 40.71 40.71 40.71 40.71 40.71 40.71 40.71 40.71 40.71 40.71 40.71 40.71 40.713 5 13 DIVISION DF FIBROLIT 1 CARA 11MM 1 CARA 6MM M2 39.36 39.43 39.74 39.9 40.06 39.6 39.53 39.8 40.01 39.42 39.49 39.36 39.67 39.99 39.72 39.49 39.88 39.92 39.66 39.75 39.82 40.02 39.98 40.22 40 39.83 39.45 39.723 5 14 DIVISION DF FIBROLIT 11MM C/ESTRUC. PERFIL LAMINA M2 42.9 42.98 43.32 43.49 43.66 43.16 43.08 43.38 43.61 42.96 43.04 42.9 43.24 43.59 43.29 43.04 43.47 43.51 43.23 43.32 43.41 43.62 43.57 43.84 43.6 43.41 42.99 43.293 5 15 DIVISION DF FIBROLIT DE 8MM C/ESTRUCT. PERFIL M2 37.67 37.73 38.03 38.18 38.33 37.89 37.82 38.09 38.28 37.72 37.78 37.67 37.96 38.26 38.01 37.79 38.16 38.2 37.95 38.03 38.11 38.3 38.25 38.49 38.28 38.11 37.75 38.013 5 16 DIVISION 2F FIBROLIT 8MM C/PLASTICO LAMINADO EST M2 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.23 47.233 5 17 DIVISION DE DUELA MACHIMBRADA BARNIZADA M2 274.34 274.84 276.98 278.1 279.17 275.97 275.46 277.42 278.84 274.7 275.2 274.34 276.48 278.71 276.81 275.22 277.96 278.21 276.41 277 277.56 278.92 278.63 280.35 278.78 277.61 274.92 276.843 5 18 División plegable 2.50x6.00 c/lámina galv #24 c/marco 2 ángulos encajuelado 1x1/8" y tubo 1x1x1/32" U 1366.74 1369.2 1379.88 1385.46 1390.78 1374.82 1372.33 1382.06 1389.13 1368.5 1370.99 1366.74 1377.39 1388.49 1379.04 1371.1 1384.77 1386 1377.01 1379.99 1382.75 1389.56 1388.07 1396.68 1388.87 1383.02 1369.61 1379.193 5 19 FORRO DE FIBROLIT 6MM PARA VIGA MACOMBER M 12.68 12.7 12.8 12.86 12.9 12.76 12.73 12.82 12.89 12.7 12.72 12.68 12.78 12.88 12.8 12.72 12.85 12.86 12.78 12.8 12.83 12.89 12.88 12.96 12.89 12.83 12.71 12.83 5 20 LOSA DE COVINTEC CON ESTRUTURA DE POLIN C 6". M2 56.25 56.35 56.79 57.02 57.24 56.59 56.48 56.88 57.18 56.33 56.43 56.25 56.69 57.15 56.76 56.43 57 57.05 56.68 56.8 56.91 57.19 57.13 57.49 57.16 56.92 56.37 56.773 5 21 PARED DE COVINTEC ESTRUCTURA POLIN C 6". M2 57.27 57.38 57.82 58.04 58.28 57.6 57.51 57.91 58.21 57.33 57.44 57.27 57.71 58.18 57.79 57.45 58.01 58.07 57.7 57.82 57.93 58.22 58.18 58.53 58.2 57.95 57.39 57.793 5 22 DIVISION DE PERFIL LAMINADO COLOR ANODIZADO NATURAL Y FORRO DE MELAMINA M2 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.743 5 23 División de Tabla Roca (hechura lijado y pintado) M2 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 203 5 24 Forro vertical con lamina zinc alum #26 con estructura de polin "C" ref. horiz. 4" y Vert. 3" M2 14.64 14.67 14.78 14.84 14.9 14.73 14.7 14.8 14.88 14.66 14.69 14.64 14.75 14.87 14.77 14.69 14.83 14.85 14.75 14.78 14.81 14.88 14.87 14.96 14.88 14.81 14.67 14.773 5 25 Sum. e Instalacion de paneles de espuma de poliestireno y estructura tridemensional de alambre c. 14 M2 60.72 60.79 61.33 61.54 61.85 61.1 60.93 61.45 61.75 60.78 60.89 60.72 61.19 61.72 61.26 60.9 61.53 61.58 61.18 61.33 61.47 61.77 61.69 62.03 61.73 61.48 60.82 61.273 5 26 DIVISION DE MADERA FORRADA CON FORMICA M2 102.6 102.79 103.59 104.01 104.41 103.21 103.02 103.75 104.28 102.73 102.92 102.6 103.4 104.23 103.53 102.93 103.96 104.05 103.37 103.6 103.8 104.31 104.2 104.85 104.26 103.82 102.82 103.533 5 27 DIVISION DE TABLA ROCA CON MALLA CICLON No. 9 ENTRE LAS CARAS M2 25.31 25.32 25.36 25.38 25.4 25.34 25.33 25.37 25.39 25.32 25.33 25.31 25.35 25.39 25.36 25.33 25.38 25.38 25.35 25.36 25.37 25.4 25.39 25.42 25.39 25.37 25.32 25.363 5 28 División movil c/riel y rodos ho inoxidable estr. panel MDF 3/8" y marco tubo ind. 2x1 M2 99.72 99.9 100.67 101.08 101.47 100.31 100.13 100.83 101.35 99.85 100.03 99.72 100.49 101.3 100.61 100.04 101.03 101.12 100.46 100.68 100.88 101.38 101.27 101.9 101.33 100.9 99.93 100.623 5 29 División con estructura de cedro y forro en ambas caras (acabado entintado sellado y laqueado) M2 47.97 48.05 48.43 48.62 48.81 48.25 48.16 48.5 48.75 48.03 48.11 47.97 48.34 48.73 48.4 48.12 48.6 48.64 48.33 48.43 48.53 48.77 48.71 49.02 48.74 48.54 48.07 48.43 6 1 CERCO MALLA 9X72"POSTE MET.2"11/2"PARED 15S.F20X M 85.03 85.18 85.84 86.19 86.52 85.53 85.37 85.97 86.42 85.14 85.29 85.03 85.69 86.38 85.79 85.3 86.14 86.22 85.66 85.85 86.02 86.44 86.35 86.88 86.4 86.03 85.2 85.83 6 2 CERCO MALLA CICLON POSTE HO.GO 3"2"11/2" M2 28.07 28.13 28.34 28.46 28.57 28.24 28.19 28.39 28.54 28.11 28.16 28.07 28.29 28.52 28.33 28.16 28.45 28.47 28.29 28.35 28.4 28.54 28.51 28.69 28.53 28.41 28.13 28.333 6 3 CERCOMALLA CICL.72"C/POSTE HO 3"AC.2MT. M 39.84 39.91 40.22 40.39 40.54 40.08 40.01 40.29 40.5 39.89 39.97 39.84 40.15 40.48 40.2 39.97 40.37 40.4 40.14 40.23 40.31 40.51 40.46 40.71 40.49 40.32 39.93 40.23 6 4 CERCO MALLA 9X72"TUB.GO.21/2"PARED E=1520S.F.20 M 103.69 103.88 104.68 105.11 105.51 104.3 104.11 104.85 105.39 103.82 104.01 103.69 104.5 105.34 104.62 104.02 105.05 105.15 104.47 104.69 104.9 105.42 105.31 105.96 105.37 104.92 103.91 104.633 6 5 CERCO DE MALLA CICLÓN C/POSTES CONCRETO H=2.5 M M 18.51 18.55 18.69 18.77 18.84 18.62 18.59 18.72 18.82 18.54 18.57 18.51 18.66 18.81 18.68 18.57 18.76 18.78 18.65 18.69 18.73 18.82 18.8 18.92 18.81 18.73 18.55 18.683 6 6 CERCO MALLA CI.7260TUBO 21/2Y 1 S/TAPIASINPARED M2 34.07 34.13 34.4 34.54 34.67 34.27 34.21 34.46 34.63 34.12 34.18 34.07 34.34 34.62 34.38 34.18 34.52 34.55 34.33 34.4 34.47 34.64 34.61 34.82 34.63 34.48 34.14 34.383 6 7 CERCA ALAMBRE ESPIG.7 HILOS POSTE CONCRETO A 2.0M M 10.95 10.97 11.05 11.1 11.14 11.01 10.99 11.07 11.13 10.96 10.98 10.95 11.04 11.12 11.05 10.98 11.09 11.1 11.03 11.06 11.08 11.13 11.12 11.19 11.13 11.08 10.97 11.053 6 8 CERCA SOLAMENTE MALLA CICLON 72"HO.1/2"PINES M 9.1 9.12 9.19 9.23 9.26 9.16 9.14 9.21 9.25 9.12 9.13 9.1 9.17 9.25 9.19 9.13 9.22 9.23 9.17 9.19 9.21 9.26 9.25 9.3 9.25 9.21 9.12 9.193 6 9 MALLA CICLON 11X60"(INCL.ACCES.D/FIJACION) M 3.91 3.91 3.94 3.96 3.98 3.93 3.92 3.95 3.97 3.91 3.92 3.91 3.94 3.97 3.94 3.92 3.96 3.96 3.94 3.94 3.95 3.97 3.97 3.99 3.97 3.95 3.91 3.943 6 10 MALLA CICLON CAL. 9 H=1.0M POSTES HOGO 2" M 20 20.04 20.19 20.27 20.35 20.12 20.08 20.22 20.33 20.03 20.06 20 20.16 20.32 20.18 20.06 20.27 20.28 20.15 20.19 20.24 20.34 20.31 20.44 20.33 20.24 20.04 20.183 6 11 CERCO MALLA CICLON TUBO 1" S/TAPIAL M2 17.23 17.26 17.39 17.47 17.53 17.33 17.3 17.42 17.51 17.25 17.28 17.23 17.36 17.5 17.38 17.28 17.46 17.47 17.36 17.4 17.43 17.52 17.5 17.61 17.51 17.43 17.27 17.393 6 12 CERCO DE ELECTROMALLA 6/6(4.8MM)TUBO HO.GO.DE 2" M2 41.62 41.7 42.02 42.19 42.36 41.87 41.79 42.09 42.31 41.68 41.75 41.62 41.95 42.29 42 41.76 42.17 42.21 41.94 42.03 42.11 42.32 42.27 42.53 42.3 42.12 41.71 423 6 13 CERCA ALAMBRE ESPIGADOTUBO GALV. 1" ANCH=50CM M 11.57 11.59 11.68 11.72 11.77 11.63 11.61 11.69 11.75 11.58 11.6 11.57 11.66 11.75 11.67 11.6 11.72 11.73 11.65 11.68 11.7 11.76 11.75 11.82 11.75 11.7 11.59 11.673 6 14 MURO H=0.75 Y MALLA CICLON H=1.72M C/TUBO HOGO 2" M 126.04 126.26 127.25 127.76 128.25 126.78 126.55 127.45 128.1 126.2 126.42 126.04 127.02 128.04 127.17 126.44 127.7 127.81 126.98 127.26 127.51 128.14 128 128.8 128.08 127.54 126.3 127.183 6 15 CERCO DE MALLA CICLON C/TUBO GALV 1PULG @ 2.4M M 55.61 55.7 56.07 56.27 56.46 55.9 55.81 56.15 56.4 55.68 55.76 55.61 55.99 56.37 56.04 55.77 56.25 56.29 55.97 56.08 56.17 56.41 56.36 56.66 56.39 56.18 55.71 56.053 6 18 CERCO DE BLOQUE CON BARANDAL METALICO H=1.40 INCLUYE FUNDACION M 93.23 93.39 94.12 94.53 94.86 93.77 93.62 94.28 94.76 93.35 93.51 93.23 93.96 94.72 94.07 93.54 94.47 94.56 93.92 94.13 94.33 94.8 94.68 95.29 94.75 94.35 93.42 94.083 6 20 Cerca malla ciclon 72"Cal 11 c/tubo vert 1x1CH20@1 y hierro de 1/4" fijado en estructura existente M 11.25 11.26 11.34 11.38 11.42 11.3 11.29 11.36 11.41 11.26 11.28 11.25 11.32 11.4 11.33 11.28 11.38 11.39 11.32 11.34 11.36 11.41 11.4 11.46 11.41 11.36 11.27 11.343 6 22 CERCO MALLA DE 60"CAL.60. REF.VERTICAL Y TRANSVERSAL DE TUBO DE 2" REF.HOR. DE TUBO DE 1 1/4" M 41.32 41.39 41.71 41.88 42.04 41.56 41.49 41.78 41.99 41.37 41.44 41.32 41.64 41.97 41.69 41.45 41.86 41.9 41.63 41.72 41.8 42.01 41.96 42.22 41.99 41.81 41.4 41.693 6 23 CERCA DE ALMBRE DE ESPIGA 7 HILOS CON PALO BROTON COMO APOYO M 3.3 3.31 3.33 3.35 3.36 3.32 3.31 3.34 3.35 3.3 3.31 3.3 3.33 3.35 3.33 3.31 3.34 3.35 3.32 3.33 3.34 3.35 3.35 3.37 3.35 3.34 3.31 3.333 6 24 CERCA PERIMETRAL DE 5.4M ESTRUCTURA DE ToGo DE 2-1/21-1/2 Y 3/4" C/MALLA CICLON CAL9 M 127.63 127.86 128.86 129.38 129.88 128.39 128.16 129.06 129.73 127.8 128.03 127.63 128.63 129.66 128.78 128.04 129.32 129.43 128.59 128.87 129.13 129.77 129.62 130.43 129.7 129.15 127.9 128.8

JUNTA DE DILATACIÓN DE DURAP S (INCLUYE PINES)

DIVISION MET LICA DESMONTABLE L MINA DE 1/16"

DIVISIÓNANG.11/4X3/16"L M.1/16"DOBLE FORROENVM

3 6 25 Cerca de Malla Desplegable en Facha. Ppal. M2 28.05 28.1 28.32 28.43 28.54 28.21 28.16 28.36 28.51 28.09 28.14 28.05 28.27 28.49 28.3 28.14 28.42 28.44 28.26 28.32 28.38 28.52 28.49 28.66 28.5 28.38 28.11 28.33 6 26 Estructura Metalica con arco 1/2 punto Fach. Ppal. M 46.05 46.14 46.5 46.68 46.86 46.33 46.24 46.57 46.81 46.11 46.2 46.05 46.41 46.79 46.47 46.2 46.66 46.7 46.4 46.5 46.59 46.82 46.77 47.06 46.8 46.6 46.15 46.473 6 29 Cerco de Malla Ciclon de 9 x 72"x 2" Con tubo de Ho.Go. 1 1/4" + varilla de 1/4" M 15.3 15.33 15.45 15.51 15.57 15.39 15.36 15.47 15.55 15.32 15.35 15.3 15.42 15.54 15.44 15.35 15.5 15.52 15.42 15.45 15.48 15.56 15.54 15.64 15.55 15.48 15.33 15.443 6 30 Marco metalico para cierre perimetral de cancha con angulo de 2 x 3/16" + electromalla de 6/6" M2 22.92 22.96 23.14 23.24 23.33 23.06 23.02 23.18 23.3 22.95 22.99 22.92 23.1 23.29 23.13 23 23.22 23.25 23.09 23.14 23.19 23.3 23.28 23.42 23.29 23.2 22.97 23.133 6 31 Malla Ciclon de 9 x 72" REF. VER hierro lisos de 3/8" @ 2 mts M2 16.04 16.06 16.14 16.19 16.23 16.1 16.08 16.16 16.22 16.05 16.07 16.04 16.12 16.21 16.14 16.07 16.18 16.19 16.12 16.14 16.17 16.22 16.21 16.28 16.21 16.17 16.06 16.143 6 32 Sum. e instalacion de poste de concreto de 2.5x0.11x0.11 con extremo superior inclinado C/u 19.86 19.9 20.05 20.14 20.21 19.97 19.94 20.08 20.19 19.89 19.92 19.86 20.02 20.17 20.05 19.92 20.13 20.16 20 20.05 20.1 20.2 20.17 20.3 20.19 20.1 19.9 20.053 6 33 Sum. y colocacion de 3 hilos de alambre espigado (puas) en extremo superior inclinado de poste M 2.65 2.65 2.67 2.68 2.69 2.66 2.66 2.67 2.69 2.65 2.65 2.65 2.67 2.69 2.67 2.65 2.68 2.68 2.66 2.67 2.68 2.69 2.69 2.7 2.69 2.68 2.65 2.673 6 34 Sum. e inst. de varilla de hierro de 1/4"(arriba y abajo de poste de concreto p/cerca de maya ciclon M 1.23 1.23 1.24 1.24 1.25 1.23 1.23 1.24 1.25 1.23 1.23 1.23 1.23 1.25 1.24 1.23 1.24 1.24 1.23 1.24 1.24 1.25 1.24 1.25 1.25 1.24 1.23 1.243 6 35 Sum. y coloc. de cerco de malla ciclón c/poste de concreto y alambre de puas en extremo superior M 32.46 32.53 32.77 32.89 33.02 32.65 32.6 32.81 32.99 32.5 32.58 32.46 32.72 32.96 32.76 32.58 32.88 32.92 32.69 32.77 32.83 33 32.96 33.18 32.99 32.84 32.53 32.763 6 36 Cerco de malla ciclon 9x72" To.Go. 2" @ 2.0mts. alambre de puas extremo sup. ref.horz. To.Go. 1 1/4" M 46.57 46.64 47.04 47.22 47.4 46.85 46.77 47.1 47.34 46.62 46.73 46.57 46.94 47.32 47.01 46.73 47.2 47.24 46.94 47.04 47.14 47.35 47.31 47.59 47.34 47.14 46.67 47.023 6 37 Colocación de postes de concreto existentes C/u 8.6 8.61 8.68 8.72 8.75 8.65 8.63 8.7 8.74 8.61 8.63 8.6 8.67 8.74 8.68 8.63 8.71 8.72 8.66 8.68 8.7 8.74 8.73 8.79 8.74 8.7 8.62 8.683 6 38 Cerco de Malla Ciclón 11x72x2.5 con Tubo Galvanizado de 2" y Base de Concreto M 37.74 37.81 38.1 38.25 38.4 37.96 37.87 38.15 38.36 37.77 37.84 37.74 38.02 38.31 38.08 37.84 38.22 38.25 38 38.1 38.16 38.36 38.31 38.54 38.35 38.16 37.81 38.083 6 39 Pasamanos de madera conacaste con postes de concreto 50x50cm f´c=280 kg/cm2 M 61.82 61.91 62.39 62.65 62.89 62.17 62.06 62.5 62.8 61.9 62.01 61.82 62.3 62.78 62.35 62.01 62.6 62.66 62.29 62.39 62.53 62.83 62.77 63.16 62.8 62.54 61.94 62.373 6 40 REINSTALACION DE CERCO DE MALLA CICLON EXISTENTE DE 9X72" C/To.Go. 2"+ 1 1/4" M2 4.94 4.95 4.99 5.01 5.03 4.97 4.96 4.99 5.02 4.95 4.95 4.94 4.98 5.02 4.98 4.95 5 5.01 4.98 4.99 5 5.02 5.02 5.05 5.02 5 4.95 4.983 6 41 CERCO DE MALLA CICLÓN DOBLE ALTURA; V:HoGo ø3" H:HoGo ø2" REF DIAGONAL HoGo ø1 1/4". f'c=210 kg/cm2 M 282.91 283.45 285.6 286.71 287.81 284.56 284.07 286.04 287.45 283.3 283.79 282.91 285.09 287.33 285.42 283.81 286.57 286.81 284.98 285.62 286.17 287.54 287.23 289 287.4 286.23 283.51 285.453 6 42 Cerca de malla ciclon doble altura (H=3.60 mts.) bases de concreto tubo vertical. Ho.Go. 2" M 88.79 88.94 89.64 90.02 90.35 89.32 89.15 89.79 90.26 88.91 89.07 88.79 89.49 90.21 89.59 89.07 89.95 90.04 89.46 89.65 89.82 90.27 90.17 90.73 90.23 89.85 88.98 89.63 6 43 Cerca malla ciclon con HoGo de 2" @2m Vert. y HoGo de 1 1/4" Hor. y hierro de 1/4" h= 1.80 mts. M 47.69 47.77 48.12 48.31 48.48 47.96 47.88 48.2 48.43 47.75 47.83 47.69 48.04 48.41 48.1 47.84 48.29 48.33 48.03 48.13 48.22 48.44 48.39 48.68 48.42 48.23 47.79 48.13 6 44 Cerca malla ciclón 9x72" C/HoGo de 2"@2.40m Vert. y Horizontal sujetada c/hierro de 1/4" h=1.80 mts M 55.69 55.79 56.2 56.42 56.63 56.01 55.91 56.29 56.56 55.76 55.86 55.69 56.11 56.54 56.17 55.86 56.39 56.44 56.09 56.21 56.31 56.58 56.52 56.85 56.55 56.32 55.81 56.183 6 45 Cerca malla ciclon con HoGo de 2"@2m Vert y HoGo de 1 1/4" Hor. y hierro/1/4" h=1.80 mts inc fund M 54.05 54.11 54.51 54.72 54.93 54.31 54.25 54.58 54.88 54.1 54.18 54.05 54.43 54.83 54.49 54.18 54.7 54.75 54.4 54.51 54.6 54.88 54.8 55.15 54.84 54.64 54.14 54.493 6 46 Alambre razor acero inoxidable a 0.30 de separación 35 cms de diámetro (Inc soporte L3/4"X1/8") M 4.41 4.42 4.45 4.46 4.47 4.43 4.43 4.45 4.47 4.42 4.42 4.41 4.44 4.47 4.44 4.42 4.46 4.46 4.44 4.45 4.45 4.47 4.47 4.49 4.47 4.45 4.42 4.443 6 47 Cerca malla ciclón 9x72" C/HoGo t/me 2"@2.m Vert. Horiz y diag sujetada c/hierro de 1/4" h=1.80 mts M 64.62 64.72 65.19 65.44 65.67 64.97 64.86 65.29 65.6 64.69 64.8 64.62 65.08 65.57 65.15 64.81 65.41 65.46 65.06 65.2 65.32 65.61 65.55 65.93 65.58 65.33 64.74 65.163 6 48 Comp. de barandal colocado a 45° estru CH16 tubo de 3x3"@3.20m (Long libre) tubo 2x2 y 1x1@0.10m M 36.07 36.13 36.37 36.49 36.61 36.26 36.2 36.42 36.58 36.12 36.17 36.07 36.31 36.56 36.35 36.17 36.48 36.51 36.3 36.37 36.43 36.59 36.55 36.74 36.57 36.44 36.14 36.353 6 49 Cerca malla ciclón con HoGo Ø2"@2m+3 HoGo de Ø=1¼" (horizontal)+diagonal de Ø=1¼"; tubería cédula 30 para 2" y 40 para 1¼"; hiM2 26.75 26.8 26.99 27.08 27.18 26.9 26.85 27.02 27.15 26.79 26.83 26.75 26.94 27.14 26.97 26.83 27.07 27.09 26.93 26.99 27.04 27.16 27.13 27.28 27.14 27.04 26.8 26.973 6 50 Contrafuertes de HoGo de Ø=2" ced 30 de cabezal de 0.25 mts y base de 0.75 m h=3.75m; Tubería de Cédula 30; No incluye base C/u 48.43 48.51 48.85 49.02 49.19 48.69 48.61 48.92 49.14 48.49 48.57 48.43 48.77 49.12 48.82 48.57 49 49.04 48.76 48.85 48.94 49.15 49.1 49.38 49.13 48.95 48.52 48.833 6 51 Contrafuertes de HoGo de Ø=2" ced 30 de cabezal de 0.54 mts y base de 1.35 mts h=3.75m; Tubería de Cédula 30; No incluye bas C/u 50.73 50.82 51.17 51.36 51.52 51 50.92 51.24 51.46 50.79 50.87 50.73 51.09 51.45 51.16 50.88 51.33 51.37 51.08 51.18 51.26 51.47 51.44 51.71 51.46 51.27 50.83 51.163 6 52 Cerco con tubos de HoNo de 1x1 CH 14 y en el perimetro ángulo L1¼x1¼x3/16. Incluye pintura M2 35.33 35.39 35.64 35.77 35.89 35.52 35.46 35.69 35.85 35.37 35.43 35.33 35.58 35.84 35.62 35.43 35.75 35.78 35.57 35.64 35.7 35.86 35.83 36.03 35.85 35.71 35.4 35.623 7 1 RESANADO MENOR EN PARED M 6.48 6.5 6.55 6.57 6.6 6.52 6.51 6.56 6.59 6.49 6.5 6.48 6.53 6.59 6.54 6.5 6.57 6.58 6.53 6.55 6.56 6.59 6.58 6.63 6.59 6.56 6.5 6.543 7 3 REPARACION PARED C/ELECTROMALLA 6/6 C/PINES 1/4@45 M2 8.25 8.26 8.33 8.36 8.39 8.3 8.28 8.34 8.38 8.26 8.27 8.25 8.31 8.38 8.32 8.27 8.36 8.36 8.31 8.33 8.34 8.39 8.38 8.43 8.38 8.35 8.26 8.323 7 4 REPARACION DIVISION PLYWOOD 1/2 PUL (1 CARA) M2 20.53 20.57 20.73 20.81 20.89 20.65 20.62 20.76 20.87 20.56 20.6 20.53 20.69 20.86 20.72 20.6 20.8 20.82 20.69 20.73 20.77 20.88 20.85 20.98 20.87 20.78 20.58 20.723 7 5 REPARACION DE PRETIL (H=0.30M) M 5.56 5.57 5.61 5.64 5.66 5.59 5.58 5.62 5.65 5.57 5.58 5.56 5.6 5.65 5.61 5.58 5.63 5.64 5.6 5.62 5.63 5.65 5.65 5.68 5.65 5.63 5.57 5.613 7 6 Resanado en paredes con sistema SIKA REPAIR 223 M 3.7 3.7 3.72 3.73 3.75 3.71 3.71 3.73 3.75 3.7 3.71 3.7 3.71 3.73 3.72 3.71 3.73 3.73 3.71 3.72 3.73 3.75 3.73 3.78 3.73 3.73 3.7 3.723 7 7 Resanado mayor en pared M2 17.44 17.47 17.61 17.68 17.75 17.55 17.51 17.64 17.73 17.47 17.5 17.44 17.58 17.72 17.6 17.5 17.67 17.69 17.57 17.61 17.65 17.73 17.72 17.82 17.73 17.65 17.48 17.63 8 1 TAPIAL DE PLACAS Y POSTES DE CONCRETO PREFABRICAD M 73.59 73.72 74.3 74.6 74.89 74.03 73.89 74.42 74.8 73.69 73.82 73.59 74.17 74.76 74.25 73.83 74.56 74.63 74.14 74.31 74.45 74.82 74.74 75.2 74.78 74.47 73.75 74.263 8 2 SUMINISTRO Y COLOCACION LOSETAS PARA TAPIAL PREFAB U 22.33 22.37 22.55 22.64 22.73 22.47 22.43 22.58 22.7 22.36 22.4 22.33 22.51 22.69 22.53 22.4 22.63 22.65 22.5 22.55 22.59 22.71 22.68 22.82 22.7 22.6 22.38 22.543 8 3 PARED PREFABRICADA MONOLIT C/PLACAS CONCRETO Y COL M2 12.71 12.73 12.83 12.88 12.93 12.78 12.76 12.85 12.92 12.72 12.75 12.71 12.81 12.91 12.82 12.75 12.88 12.89 12.8 12.83 12.86 12.92 12.91 12.99 12.91 12.86 12.73 12.823 8 4 Sum. e Inst. Tapial de Concreto Prefabricado loseta lisa Columnas de 15x15 de altuara de 3 m M2 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.83 12.833 8 5 MURO DE BLOQUE PREFABRICADO CON TENSORES (Con contrafuertes) M2 175 175.32 176.68 177.4 178.08 176.03 175.72 176.96 177.87 175.23 175.54 175 176.37 177.78 176.58 175.56 177.31 177.47 176.31 176.7 177.05 177.92 177.73 178.83 177.84 177.08 175.37 176.593 9 1 TAPIAL DE BLOQUE 10 R.V.#3@60R.H.#2@40. CONTRAFUERTE BLOQUE 15 C/#3@20 M 31.71 31.76 32.03 32.15 32.26 31.92 31.84 32.09 32.24 31.75 31.81 31.71 31.96 32.22 32.02 31.82 32.15 32.16 31.95 32.03 32.11 32.25 32.22 32.39 32.23 32.11 31.77 32.023 9 2 Contrafuerte de Bloque de Concreto 15x20x40 Ref. Vert. 2 No 3 y No 4 @20 M 13.42 13.44 13.55 13.6 13.66 13.5 13.48 13.57 13.64 13.44 13.46 13.42 13.53 13.64 13.54 13.46 13.6 13.61 13.52 13.55 13.58 13.65 13.63 13.72 13.64 13.58 13.45 13.543 9 3 TAPIAL DE BLOQUE 15X20X40 R.V. # 3 @ 40 CMS. R.H. # 2 @ 0.20 CMS. CONTRAFUERTE 20X20X40 R.V. # 3 + Sg. 307.36 307.87 310.25 311.5 312.72 309.09 308.58 310.72 312.32 307.74 308.29 307.36 309.72 312.18 310.11 308.33 311.33 311.62 309.62 310.25 310.89 312.44 312.08 314.01 312.27 310.94 308 310.153 9 4 TAPIAL DE BLOQUE 15X20X40 R.V. # 3 @ 40CMS. R.H. 2 # 2 @ 40 CMS. + CONTRAFUERTE 20X20X40 Sg. 500.18 501.07 504.98 507.03 508.98 503.13 502.23 505.78 508.38 500.83 501.72 500.18 504.09 508.13 504.69 501.79 506.79 507.23 503.93 505.02 506.03 508.54 507.97 511.14 508.28 506.14 501.23 504.733 9 5 Muro de bloque de concreto. doble pared de bloque de 20x20x20 y pared de bloque de 10x20x40. H=2.6 m M 448.2 449.02 452.45 454.38 456.08 450.79 450.02 453.19 455.57 448.73 449.59 448.2 451.58 455.3 452.19 449.6 454.07 454.51 451.48 452.48 453.4 455.68 455.19 458.07 455.52 453.42 449.08 452.223 9 6 Muro de bloque de concreto. doble pared de bloque de 20x20x40 y pared de bloque de 10x20x40. H=2.0 m M 236.89 237.28 239.13 240.15 241.08 238.27 237.84 239.5 240.78 237.15 237.6 236.89 238.68 240.66 238.99 237.61 239.99 240.23 238.62 239.15 239.62 240.85 240.59 242.12 240.76 239.64 237.34 239.023 9 7 Muro de bloque de concreto. doble pared de bloque de 20x20x40 y pared de bloque de 10x20x40. H= 1.60 M 153.25 153.49 154.67 155.34 155.95 154.1 153.85 154.94 155.77 153.42 153.66 153.25 154.39 155.67 154.57 153.67 155.27 155.42 154.35 154.69 155.01 155.83 155.62 156.61 155.74 155.02 153.54 154.583 9 8 Muro de bloque de concreto. con bloque de 20 x 20 x 40. Ref. vert. No. 4; Ref. Horz. No. 2. H= 1.80 M 270.75 271.2 273.26 274.47 275.5 272.3 271.82 273.73 275.22 271.06 271.56 270.75 272.76 275.04 273.11 271.56 274.3 274.55 272.69 273.29 273.85 275.27 274.97 276.7 275.19 273.86 271.27 273.123 9 9 Muro de bloque de concreto. con bloque de 20x20x40. Ref. vert. No. 4; Ref. horz. No. 2 H=1.40 mts. M 183.83 184.15 185.56 186.35 187.06 184.89 184.57 185.87 186.85 184.06 184.4 183.83 185.2 186.72 185.45 184.4 186.24 186.42 185.17 185.58 185.94 186.88 186.69 187.88 186.81 185.94 184.18 185.463 9 10 Muro de bloque de concreto. con bloque de 20x20x40. Ref. vert. No. 4; Ref. horz. No. 2 H=1.20mts. M 152.54 152.79 153.95 154.6 155.24 153.4 153.13 154.21 155.07 152.71 152.98 152.54 153.68 154.98 153.88 152.99 154.51 154.68 153.63 153.96 154.27 155.12 154.94 155.89 155.05 154.3 152.83 153.893 9 11 Pretil de bloque de concreto de 15x20x40. H=40cms. c/ S.F. de 25x12 cms. y coronamiento c/ b solera M 22.76 22.79 23 23.09 23.17 22.88 22.84 23.03 23.15 22.78 22.81 22.76 22.93 23.14 22.99 22.82 23.07 23.09 22.91 23 23.03 23.15 23.12 23.25 23.15 23.03 22.79 22.993 9 12 Muro de bloque de concreto de 20x20x40 H TOTAL= 1.80 mts. Inc. fundac. exc. y relleno M 310.08 310.62 313 314.36 315.53 311.88 311.33 313.51 315.18 310.44 311.05 310.08 312.42 315.05 312.84 311.06 314.16 314.46 312.35 313.01 313.66 315.27 314.97 316.9 315.15 313.68 310.67 312.843 9 13 Muro de bloque de 20x20x40 doble pared; H=0.55mts. RV = Ho. # 4 @ 40 cms. RH=2#2 @ 20 cms. M 67.7 67.84 68.37 68.64 68.9 68.11 67.98 68.47 68.83 67.8 67.92 67.7 68.25 68.8 68.33 67.94 68.62 68.67 68.24 68.38 68.51 68.86 68.79 69.18 68.82 68.52 67.85 68.353 9 14 Muro de bloque de 20x20x40 doble pared h=1.30 mts. RV= Ho. # 6 @ 40 cms. RH=2#2 @ 20 cms. M 168.4 168.71 170 170.72 171.38 169.39 169.07 170.29 171.16 168.61 168.92 168.4 169.72 171.09 169.93 168.95 170.64 170.78 169.69 170.03 170.36 171.23 171.05 172.07 171.12 170.41 168.75 169.943 9 15 Muro Tipo Soil Nailing de 3 a 4 m de Altura M2 125 125.23 126.2 126.71 127.2 125.74 125.51 126.4 127.05 125.16 125.39 125 125.98 126.99 126.13 125.4 126.65 126.76 125.94 126.21 126.46 127.09 126.95 127.74 127.03 126.49 125.26 126.143 9 16 Muro Tipo Soil Nailing de 4 a 5 metros de Altura M2 125 125.23 126.2 126.71 127.2 125.74 125.51 126.4 127.05 125.16 125.39 125 125.98 126.99 126.13 125.4 126.65 126.76 125.94 126.21 126.46 127.09 126.95 127.74 127.03 126.49 125.26 126.143 9 17 Muro Tipo Soil Nailing de 5 a 6 metros de Altura M2 150 150.27 151.44 152.06 152.64 150.89 150.62 151.68 152.46 150.2 150.47 150 151.17 152.39 151.35 150.48 151.98 152.12 151.13 151.46 151.76 152.51 152.34 153.29 152.43 151.79 150.32 151.373 9 18 Muro Tipo Soil Nailing de 6 a 7 metros de Altura M2 150 150.27 151.44 152.06 152.64 150.89 150.62 151.68 152.46 150.2 150.47 150 151.17 152.39 151.35 150.48 151.98 152.12 151.13 151.46 151.76 152.51 152.34 153.29 152.43 151.79 150.32 151.373 9 19 Muro Tipo Soil Nailing de 7 a 8 metros de Altura M2 200 200.36 201.92 202.74 203.52 201.18 200.82 202.24 203.28 200.26 200.62 200 201.56 203.18 201.8 200.64 202.64 202.82 201.5 201.94 202.34 203.34 203.12 204.38 203.24 202.38 200.42 201.823 9 20 Muro Tipo Soil Nailing de 8 a 9 metros de Altura M2 200 200.36 201.92 202.74 203.52 201.18 200.82 202.24 203.28 200.26 200.62 200 201.56 203.18 201.8 200.64 202.64 202.82 201.5 201.94 202.34 203.34 203.12 204.38 203.24 202.38 200.42 201.823 9 21 Muro Tipo Soil Nailing de 9 a10 metros de Altura M2 250 250.45 252.4 253.43 254.4 251.48 251.03 252.8 254.1 250.33 250.78 250 251.95 253.98 252.25 250.8 253.3 253.53 251.88 252.43 252.93 254.18 253.9 255.48 254.05 252.98 250.53 252.283 9 22 Muro Tipo Soil Nailing 10 metros en adelante de Altura M2 250 250.45 252.4 253.43 254.4 251.48 251.03 252.8 254.1 250.33 250.78 250 251.95 253.98 252.25 250.8 253.3 253.53 251.88 252.43 252.93 254.18 253.9 255.48 254.05 252.98 250.53 252.283 9 23 Muro de retencion de bloque de 20x20x40 RV #5@40 cms. RH #2@20cms. incluye S.C. y S.F. M2 145.17 145.42 146.55 147.16 147.75 146.03 145.77 146.78 147.56 145.34 145.59 145.17 146.32 147.5 146.49 145.6 147.08 147.22 146.24 146.56 146.84 147.59 147.42 148.35 147.52 146.85 145.47 146.493 9 24 Muro anclado con concreto lanzado. Doble capa de concreto anclaja con varilla de 3/4" long. 6.0 mts M2 66.07 66.15 66.59 66.8 67.02 66.4 66.29 66.67 66.97 66.14 66.23 66.07 66.49 66.96 66.55 66.23 66.79 66.84 66.46 66.59 66.68 66.98 66.92 67.28 66.96 66.7 66.18 66.573 9 25 MURO DE RETENCION EN TALUDES C/BLOQUE DE 20X20X40. DOBLE PARED HASTA 1.2MTS (incluye fundacion) M 301.44 301.95 304.31 305.56 306.75 303.22 302.65 304.78 306.37 301.8 302.35 301.44 303.79 306.26 304.15 302.37 305.4 305.66 303.7 304.38 304.95 306.48 306.15 308.01 306.32 304.98 302.06 304.183 9 26 MURO DE CONCRETO LANZADO REF. C/MALLA 6"X6" E=7CMS. ANCLADO CON VARILLA #4 @ 1.5 M M2 26.98 27.04 27.21 27.3 27.38 27.13 27.08 27.24 27.37 27.02 27.07 26.98 27.16 27.35 27.19 27.07 27.29 27.31 27.16 27.21 27.26 27.37 27.33 27.48 27.36 27.26 27.04 27.193 9 27 Pantalla de Muro de concreto espesor 0.4x2mt de alto. Ref. #5@15cm F´c=210 Kg/cm2. incluye moldeado M3 357.59 358.21 361 362.49 363.85 359.68 359.03 361.57 363.46 358.06 358.69 357.59 360.38 363.25 360.79 358.71 362.26 362.58 360.28 361.04 361.76 363.56 363.13 365.4 363.41 361.81 358.31 360.813 9 28 PANTALLA DE MURO DE BLOQUE DE CONCRETO 20X20X40 DE TRINCH REFV4#5+2#4 REFHRZ#2@20CMF'C=210KG/CM2 M2 148.33 148.58 149.74 150.37 150.95 149.22 148.93 149.99 150.76 148.51 148.78 148.33 149.49 150.68 149.67 148.81 150.27 150.42 149.43 149.75 150.06 150.82 150.62 151.56 150.73 150.09 148.65 149.693 9 29 PANTALLA MURO DE BLOQUE 20X20X40 DE CANTO REF VER #5@40CM+#4@40CM. REFHRZ2#2@20CMF'C210KG/CM2 M2 103.64 103.83 104.61 105.05 105.45 104.24 104.07 104.81 105.32 103.79 103.97 103.64 104.44 105.26 104.57 103.97 104.99 105.08 104.4 104.64 104.68 105.35 105.24 105.89 105.3 104.88 103.86 104.583 9 30 PANTALLA MURO DE BLOQUE 20X20X40 DE CANTO REF VER 1#4@40CM. REFHRZ 2#2@40CMF'C210KG/CM2 M2 73.62 73.73 74.29 74.6 74.88 74.04 73.92 74.43 74.8 73.71 73.83 73.62 74.16 74.77 74.25 73.83 74.55 74.64 74.14 74.3 74.3 74.83 74.76 75.21 74.8 74.48 73.75 74.253 9 31 Pantalla de muro de concreto F´c=210kg/cm2 espesor 40cm y 30cm. 5.10m d alto. Ref #5@15cms. M3 416.29 417 420.24 421.98 423.57 418.72 417.96 420.92 423.11 416.82 417.55 416.29 419.51 422.85 420 417.58 421.74 422.11 419.41 420.29 421.14 423.22 422.74 425.36 423.05 421.19 417.13 420.043 9 32 Muro Tipo Soil Nailing de 3 a 4 metros de Altura (2 electromalla 6/6 espesor total 0.27m) M2 154.88 155.16 156.34 156.95 157.56 155.79 155.49 156.57 157.34 155.07 155.36 154.88 156.05 157.3 156.24 155.36 156.87 157.01 156 156.36 156.64 157.39 157.26 158.18 157.33 156.68 155.21 156.263 9 33 Tapial c/bloque de 15X20X40 Ht=3.25m RV#3@0.80+RH#2@0.40+contrafuerte c/blok 15x20x40 @3.0m +SF+BS M 91.2 91.34 92.06 92.43 92.81 91.74 91.58 92.23 92.69 91.31 91.48 91.2 91.91 92.65 92.01 91.51 92.41 92.48 91.89 92.07 92.26 92.7 92.6 93.18 92.67 92.27 91.41 92.023 11 1 Pared de Concreto Ref. #3 @20 cms. A.S. FC=210KG/CM2 Incluye Moldeado M3 342.66 343.27 345.93 347.31 348.65 344.68 344.05 346.47 348.25 343.11 343.71 342.66 345.32 348.08 345.73 343.74 347.14 347.45 345.22 345.96 346.64 348.35 347.98 350.1 348.18 346.71 343.37 345.763 11 2 Pretil de concreto 0.1x0.12 m ref. #3 + alacran #2 @ 15 angulo 1 1/2 en una esquinaf'c=210 kg/cm2 M 10.49 10.52 10.6 10.65 10.72 10.57 10.56 10.62 10.69 10.52 10.55 10.49 10.6 10.69 10.6 10.55 10.64 10.66 10.6 10.62 10.63 10.71 10.69 10.75 10.69 10.63 10.53 10.63 12 1 ACABADO DE SUPERFICIES VERTICALES CON DECOBLOCK. E= 2 - 3MM M2 5.91 5.92 5.97 5.99 6.02 5.95 5.94 5.98 6.01 5.92 5.93 5.91 5.96 6.01 5.97 5.93 5.99 6 5.96 5.97 5.98 6.01 6.01 6.04 6.01 5.98 5.93 5.973 12 2 ACABADO DE CUADRADOS CON DECOBLOCK. E= 2 - 3 mm ; Ancho = 20 cms. M 2.31 2.31 2.33 2.34 2.35 2.32 2.32 2.34 2.35 2.31 2.32 2.31 2.33 2.35 2.33 2.32 2.34 2.34 2.33 2.33 2.34 2.35 2.35 2.36 2.35 2.34 2.31 2.333 12 3 Enchapado de pared con azulejo de 15x15 M2 32.15 32.21 32.46 32.59 32.72 32.34 32.28 32.51 32.68 32.2 32.25 32.15 32.4 32.67 32.44 32.25 32.58 32.6 32.39 32.46 32.53 32.69 32.66 32.86 32.68 32.54 32.22 32.454 TECHOS4 1 1 Capote para lámina galvanizada y zinc M 6.57 6.58 6.63 6.66 6.69 6.61 6.6 6.64 6.68 6.58 6.59 6.57 6.62 6.67 6.63 6.59 6.66 6.66 6.62 6.63 6.65 6.68 6.67 6.71 6.68 6.65 6.58 6.634 1 2 CUBIERTA DE TECHO C/LAMINA ZINC ALUM SIN ESTRUCTUR M2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 124 1 3 CUBIERTA FIBRO-CEMENTO (INCLUYE POLÍN ESPACIAL) M2 19.62 19.65 19.81 19.89 19.96 19.73 19.7 19.84 19.94 19.64 19.68 19.62 19.77 19.93 19.8 19.68 19.88 19.9 19.77 19.81 19.85 19.95 19.93 20.05 19.94 19.85 19.66 19.84 1 4 CUBIERTA DE FIBRO-CEMENTO 1 AGUA M2 9.86 9.88 9.95 9.99 10.03 9.92 9.9 9.97 10.02 9.87 9.89 9.86 9.94 10.02 9.95 9.89 9.99 10 9.93 9.95 9.97 10.02 10.01 10.08 10.02 9.98 9.88 9.954 1 5 M2 7.36 7.37 7.43 7.46 7.49 7.4 7.39 7.44 7.48 7.37 7.38 7.36 7.41 7.47 7.42 7.38 7.45 7.46 7.41 7.43 7.44 7.48 7.47 7.52 7.48 7.45 7.37 7.424 1 6 CUBIERTA DE FIBRO-CEMENTO 2 AGUAS M2 10.36 10.38 10.46 10.5 10.54 10.42 10.4 10.48 10.53 10.37 10.39 10.36 10.44 10.53 10.45 10.39 10.5 10.51 10.44 10.46 10.48 10.53 10.52 10.59 10.53 10.48 10.38 10.464 1 7 CUBIERTA DE ASBESTO CEMENTO 1 AGUA M2 7.86 7.87 7.93 7.97 8 7.91 7.89 7.95 7.99 7.87 7.88 7.86 7.92 7.98 7.93 7.88 7.96 7.97 7.92 7.94 7.95 7.99 7.98 8.03 7.99 7.95 7.88 7.934 1 8 CUBIERTA DE ASBESTO CEMENTO 2 AGUAS M2 8.54 8.55 8.62 8.65 8.69 8.59 8.57 8.63 8.68 8.55 8.56 8.54 8.6 8.67 8.61 8.56 8.65 8.66 8.6 8.62 8.64 8.68 8.67 8.72 8.67 8.64 8.55 8.614 1 9 Suministro e instalacion de cubierta de lámina zintro-alum calibre 26 M2 8.62 8.63 8.7 8.74 8.77 8.67 8.65 8.71 8.76 8.63 8.64 8.62 8.68 8.76 8.7 8.65 8.73 8.74 8.68 8.7 8.72 8.76 8.75 8.81 8.76 8.72 8.64 8.74 1 10 M2 1.71 1.71 1.73 1.73 1.74 1.72 1.72 1.73 1.74 1.71 1.71 1.71 1.72 1.74 1.72 1.71 1.73 1.73 1.72 1.73 1.73 1.74 1.74 1.75 1.74 1.73 1.71 1.724 1 11 M2 19.48 19.51 19.66 19.74 19.82 19.59 19.56 19.69 19.8 19.5 19.54 19.48 19.63 19.79 19.65 19.54 19.73 19.75 19.62 19.67 19.7 19.8 19.78 19.9 19.79 19.71 19.52 19.654 1 12 CUBIERTA DE TEJA ROMANA M2 8.78 8.79 8.86 8.9 8.93 8.83 8.81 8.87 8.92 8.79 8.8 8.78 8.84 8.92 8.85 8.8 8.89 8.9 8.84 8.86 8.88 8.92 8.91 8.97 8.92 8.88 8.79 8.864 1 13 CUBIERTA CON TEJA T/ARCITEX M2 20.91 20.94 21.11 21.19 21.27 21.03 20.99 21.14 21.25 20.93 20.97 20.91 21.07 21.24 21.09 20.97 21.18 21.2 21.06 21.11 21.15 21.26 21.23 21.37 21.25 21.16 20.95 21.14 1 14 CUBIERTA LAMINA ALUMINIO ZINC C/ESTRUCTURA M2 45.88 45.96 46.32 46.51 46.69 46.15 46.07 46.39 46.63 45.94 46.02 45.88 46.24 46.61 46.29 46.03 46.49 46.53 46.22 46.33 46.42 46.65 46.6 46.89 46.62 46.43 45.98 46.34 1 15 CUBIERTA LAMINA ROOFTEC CAL.26 COLOR NATURAL M2 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.43 7.434 1 16 CUBIERTA DE FIBROCMENTO C/POLIN C 6 PULG. M2 18.54 18.57 18.72 18.79 18.87 18.65 18.62 18.75 18.84 18.56 18.6 18.54 18.68 18.83 18.71 18.6 18.78 18.8 18.68 18.72 18.76 18.85 18.83 18.95 18.84 18.76 18.58 18.714 1 17 LAMINA ARQUITEJA #24 INCLUYE CAPOTE M2 14.12 14.15 14.26 14.32 14.37 14.21 14.18 14.28 14.36 14.14 14.17 14.12 14.23 14.35 14.25 14.17 14.31 14.32 14.23 14.26 14.29 14.36 14.34 14.43 14.35 14.29 14.15 14.254 1 18 LAMINA ARQUITEJA #26 INCLUYE CAPOTE M2 6.85 6.87 6.92 6.95 6.98 6.9 6.88 6.93 6.97 6.86 6.88 6.85 6.91 6.96 6.92 6.88 6.95 6.95 6.91 6.92 6.93 6.97 6.96 7.01 6.97 6.94 6.87 6.924 1 19 CUBIERTA LAMINA ROOFTEC CAL.24 COLOR NATURAL M2 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.77 10.774 1 20 CUBIERTA DE LAMINA POLICARBONATO CRISTALIZADO M2 113.24 113.44 114.33 114.79 115.23 113.91 113.7 114.51 115.1 113.39 113.59 113.24 114.12 115.04 114.26 113.6 114.74 114.84 114.09 114.34 114.57 115.13 115.01 115.72 115.07 114.59 113.48 114.274 1 21 CUBIERTA DE LAMINA ACANALADA TRASLUCIDA M2 10.18 10.2 10.28 10.32 10.36 10.24 10.22 10.3 10.35 10.19 10.21 10.18 10.26 10.34 10.27 10.21 10.32 10.33 10.26 10.28 10.3 10.35 10.34 10.4 10.35 10.3 10.2 10.274 1 22 CUBIERTA DE TEJA ARABE SOBRE LAMINA GALVANIZADA M2 19.71 19.74 19.89 19.98 20.05 19.82 19.79 19.93 20.03 19.73 19.77 19.71 19.86 20.02 19.88 19.77 19.97 19.98 19.85 19.9 19.94 20.04 20.01 20.14 20.03 19.94 19.75 19.884 1 23 CUBIERTA DE TECHO LAMINA DE FIBROCEMENTO PERFIL 10 M2 10.08 10.1 10.18 10.22 10.26 10.14 10.12 10.19 10.25 10.09 10.11 10.08 10.16 10.24 10.17 10.11 10.21 10.22 10.16 10.18 10.2 10.25 10.24 10.3 10.24 10.2 10.1 10.17

CUBIERTA DE L MINA GALVANIZADA #26 3 X 1 YDS.

MONTAJE DE L MINA DE FIBROCEMENTO EXISTENTECUBIERTA L MINA TRASLÚCIDA(INCLUYE POLÍN ESPACIAL)

4 1 24 CAPOTE ESTANDAR PERFIL 10 M 7.62 7.63 7.69 7.72 7.75 7.66 7.65 7.7 7.74 7.63 7.64 7.62 7.68 7.74 7.69 7.64 7.72 7.73 7.68 7.69 7.71 7.75 7.74 7.78 7.74 7.71 7.63 7.694 1 26 TECHO DE LAMINA TROUQELADA #24 C/TEJA ARABE M2 16.17 16.2 16.32 16.39 16.45 16.26 16.23 16.35 16.43 16.19 16.22 16.17 16.29 16.42 16.31 16.22 16.38 16.39 16.29 16.33 16.36 16.44 16.42 16.52 16.43 16.36 16.2 16.314 1 27 CAPOTE DURALUM M 12.52 12.54 12.64 12.69 12.74 12.59 12.57 12.66 12.73 12.54 12.56 12.52 12.62 12.72 12.63 12.56 12.69 12.7 12.61 12.64 12.67 12.73 12.71 12.79 12.72 12.67 12.55 12.634 1 28 Aislante termo-acustico de 5mm M2 6.9 6.91 6.97 6.99 7.02 6.94 6.93 6.98 7.01 6.91 6.92 6.9 6.95 7.01 6.96 6.92 6.99 7 6.95 6.97 6.98 7.02 7.01 7.05 7.01 6.98 6.91 6.964 1 34 CUBIERTA DE LAMINA GALVANIZADA ACANALADA DE 5´ M2 48.49 48.58 48.96 49.16 49.35 48.78 48.69 49.04 49.29 48.56 48.65 48.49 48.87 49.27 48.93 48.65 49.14 49.18 48.86 48.97 49.06 49.3 49.25 49.56 49.28 49.07 48.6 48.944 1 35 SUM. Y COLOCACION DE AISLANTE TERMICO Y ACUSTICO E=10 MM M2 5.43 5.44 5.48 5.51 5.53 5.46 5.45 5.49 5.52 5.44 5.45 5.43 5.47 5.52 5.48 5.45 5.5 5.51 5.47 5.48 5.49 5.52 5.52 5.55 5.52 5.5 5.44 5.484 1 36 CUBIERTA DE TECHO C/LAMINA ZINCALUM CALB. # 26 C/ESTRUC. DE COSTANERA M2 30.09 30.15 30.38 30.51 30.62 30.27 30.22 30.43 30.59 30.13 30.19 30.09 30.33 30.57 30.36 30.19 30.49 30.52 30.32 30.38 30.45 30.6 30.56 30.75 30.58 30.45 30.16 30.374 1 37 Techo curvo con lámina de aluminio y zinc calibre 22 M2 28.25 28.3 28.52 28.64 28.75 28.42 28.37 28.57 28.71 28.29 28.34 28.25 28.47 28.7 28.5 28.34 28.62 28.65 28.46 28.52 28.58 28.72 28.69 28.87 28.71 28.59 28.31 28.514 1 38 CUBIERTA DE LAMINA TROQUELADA DE ALUMINIO Y ZINC PRE-PINTADA CAL. 24 + AISLANTE TERMO ACUSTICO M2 13.13 13.16 13.25 13.31 13.37 13.21 13.19 13.26 13.35 13.14 13.17 13.13 13.22 13.35 13.24 13.17 13.3 13.32 13.22 13.25 13.27 13.37 13.35 13.44 13.35 13.27 13.16 13.244 1 39 REPARACIÓN DE CUBIERTA DE TECHO CON ADITIVO ADI FLEX (sellado de huecos de tornillos) M2 1.33 1.33 1.34 1.35 1.35 1.34 1.33 1.34 1.35 1.33 1.33 1.33 1.34 1.35 1.34 1.33 1.35 1.35 1.34 1.34 1.34 1.35 1.35 1.36 1.35 1.34 1.33 1.344 1 40 Cubierta de lámina Zinc-Alum Calibre 24 M2 11.33 11.35 11.44 11.48 11.53 11.39 11.37 11.45 11.51 11.34 11.36 11.33 11.42 11.51 11.43 11.36 11.48 11.49 11.41 11.44 11.46 11.52 11.5 11.58 11.51 11.46 11.35 11.434 1 41 Suministro e instalacion de lámina metálica ekonopanel reforzada con capa de vinil de 1" M2 30.29 30.35 30.58 30.71 30.83 30.47 30.42 30.63 30.79 30.33 30.39 30.29 30.53 30.77 30.57 30.39 30.69 30.72 30.52 30.59 30.65 30.8 30.77 30.96 30.78 30.65 30.36 30.574 1 42 Cubierta aluminio-zinc pre-pintada calibre 24 con nucleo poliuretano de 2" y hoja vinilica de ref. M2 29.59 29.64 29.87 30 30.11 29.76 29.71 29.92 30.08 29.63 29.68 29.59 29.82 30.06 29.86 29.68 29.98 30.01 29.81 29.88 29.94 30.08 30.05 30.24 30.07 29.94 29.65 29.864 1 43 Lámina met. Duralum ekonopanel con capa de vinil reforzada de 1" en parte inferior (Inc accesorios) M2 30.09 30.14 30.38 30.5 30.62 30.27 30.21 30.43 30.58 30.13 30.18 30.09 30.32 30.57 30.36 30.19 30.49 30.51 30.32 30.38 30.44 30.59 30.56 30.75 30.58 30.45 30.15 30.364 1 44 Techo curvo autosoportante cal 24 (Norma ASTM 792) M2 28.32 28.37 28.59 28.71 28.82 28.49 28.44 28.64 28.78 28.36 28.41 28.32 28.54 28.77 28.57 28.41 28.69 28.72 28.53 28.59 28.65 28.79 28.76 28.94 28.78 28.66 28.38 28.584 1 45 Cubierta de lámina Zinc-Alum calibre 24 prepintada color beige Inc sello elastomerico M2 13.91 13.94 14.04 14.1 14.15 13.99 13.97 14.07 14.14 13.93 13.95 13.91 14.02 14.13 14.04 13.95 14.09 14.11 14.01 14.05 14.07 14.14 14.13 14.21 14.14 14.08 13.94 14.044 1 46 Reparación cubierta de asbesto-cemento 6mm (inc desmontaje y montaje de nueva cubierta) M2 9.51 9.52 9.61 9.66 9.7 9.58 9.55 9.62 9.69 9.52 9.54 9.51 9.58 9.67 9.6 9.54 9.66 9.66 9.58 9.61 9.62 9.69 9.67 9.73 9.67 9.64 9.53 9.64 2 1 VIGA MACOMBER 4<2X3/16 2CEL#4@60+2CEL#3@45 M 46.05 46.13 46.49 46.68 46.86 46.32 46.24 46.57 46.81 46.11 46.19 46.05 46.41 46.78 46.47 46.2 46.66 46.7 46.4 46.5 46.59 46.82 46.77 47.06 46.8 46.6 46.15 46.474 2 2 ESCOPETA"I" 1 1/4X1 1/4X1/8"CELOSIA DE 1/2" A 60§ M 15.17 15.2 15.31 15.38 15.44 15.26 15.23 15.34 15.42 15.19 15.22 15.17 15.29 15.41 15.31 15.22 15.37 15.38 15.28 15.32 15.35 15.42 15.41 15.5 15.41 15.35 15.2 15.314 2 3 V.M."I" H=30 CMS 4 ANG 2"*2"+2 DE 1/2" @ 60 GRADOS M 32.7 32.76 33.01 33.14 33.27 32.89 32.83 33.06 33.23 32.74 32.8 32.7 32.95 33.22 32.99 32.8 33.13 33.16 32.94 33.01 33.08 33.24 33.21 33.41 33.23 33.09 32.77 32.994 2 4 V.M."I" H=30 CMS.4 ANG.1½X1½X1/8" CEL.3/8" A 60° M 12.66 12.68 12.78 12.83 12.88 12.73 12.71 12.8 12.87 12.68 12.7 12.66 12.76 12.86 12.77 12.7 12.83 12.84 12.75 12.78 12.81 12.87 12.86 12.94 12.86 12.81 12.69 12.774 2 5 V.M."I" H=20 CMS 4 ANG.1"X1"X1/8"CEL.½ A 60° M 10.86 10.88 10.96 11 11.05 10.92 10.9 10.98 11.03 10.87 10.89 10.86 10.94 11.03 10.95 10.89 11 11.01 10.94 10.96 10.98 11.04 11.03 11.09 11.03 10.99 10.88 10.954 2 6 V.M."I"H=40 CMS 4 ANG.2"X2"X1/8"+1ͽ" A 60° M 17.26 17.29 17.43 17.5 17.57 17.37 17.33 17.46 17.55 17.29 17.32 17.26 17.4 17.54 17.42 17.32 17.49 17.51 17.39 17.43 17.47 17.55 17.53 17.64 17.54 17.47 17.3 17.424 2 7 VIGA MACOMBER 4<1-1/2"X3/16"CEL 1#5@60 M 18.38 18.41 18.56 18.63 18.7 18.49 18.46 18.59 18.68 18.4 18.44 18.38 18.52 18.67 18.55 18.44 18.62 18.64 18.52 18.56 18.6 18.69 18.67 18.78 18.68 18.6 18.42 18.554 2 8 V.M."I"H=30 CMS 4 ANG.1½X1/8"+1ͽ A 60° M 14.36 14.38 14.49 14.55 14.61 14.44 14.41 14.52 14.59 14.37 14.4 14.36 14.47 14.58 14.49 14.4 14.55 14.56 14.46 14.5 14.52 14.6 14.58 14.67 14.59 14.53 14.39 14.494 2 9 V.M."I"H=28 CMS 4 ANG.1¼"X3/16"+1ͽ A 60° M 17.56 17.59 17.72 17.8 17.87 17.66 17.63 17.75 17.84 17.58 17.61 17.56 17.69 17.84 17.71 17.61 17.79 17.8 17.69 17.73 17.76 17.85 17.83 17.94 17.84 17.77 17.59 17.724 2 10 V.M."]"H=28 CMS 2 ANG.1¼"X3/16"+1Í3/8" A 60° M 10.31 10.33 10.41 10.46 10.5 10.37 10.36 10.43 10.48 10.33 10.35 10.31 10.39 10.48 10.41 10.35 10.45 10.46 10.39 10.41 10.43 10.49 10.47 10.54 10.48 10.44 10.34 10.414 2 11 V.M."]"H=30 A 10 CMS 2 ANG.1"X1/8"+1Í3/8" A 60° M 6.9 6.91 6.97 7 7.02 6.94 6.93 6.98 7.01 6.91 6.92 6.9 6.95 7.01 6.96 6.92 6.99 7 6.95 6.97 6.98 7.02 7.01 7.05 7.01 6.98 6.92 6.964 2 12 V.M.-1 H=35 CMS. 4 ANG. 2 1/2"X 1/4"+ 1Í1/2"A 60§ M 61.73 61.84 62.33 62.58 62.82 62.1 61.99 62.42 62.75 61.81 61.92 61.73 62.21 62.71 62.29 61.93 62.55 62.6 62.2 62.33 62.46 62.76 62.7 63.08 62.73 62.47 61.86 62.294 2 13 V.M.-2 H=30 CMS. 4 ANG. 1 1/2"X3/16"+ 1Í3/8"A 60§ M 24.73 24.78 24.97 25.07 25.17 24.88 24.84 25.01 25.14 24.77 24.81 24.73 24.93 25.13 24.96 24.81 25.06 25.08 24.92 24.97 25.02 25.15 25.12 25.28 25.14 25.03 24.79 24.964 2 14 Viga macomber 4L 1½" X 3/16" + 1cel #4 a 60° M 33.94 34 34.27 34.41 34.54 34.14 34.08 34.32 34.5 33.99 34.05 33.94 34.21 34.48 34.25 34.05 34.39 34.42 34.2 34.27 34.34 34.51 34.47 34.69 34.49 34.35 34.01 34.254 2 15 V.M."]" H=25 CM; 2 ANG. 1½" X 3/16" + 1Í3/8" A 60° M 10.11 10.13 10.21 10.25 10.29 10.17 10.15 10.22 10.27 10.12 10.14 10.11 10.19 10.27 10.2 10.14 10.24 10.25 10.18 10.21 10.23 10.28 10.27 10.33 10.27 10.23 10.13 10.24 2 16 V.M."]" H=25 CM 2 ANG. 1"X1/8" + 1Í3/8" A 60° M 6.86 6.87 6.93 6.95 6.98 6.9 6.89 6.94 6.97 6.87 6.88 6.86 6.91 6.97 6.92 6.88 6.95 6.96 6.91 6.93 6.94 6.97 6.97 7.01 6.97 6.94 6.87 6.924 2 17 V.M.H=70CMS.4 ANG.2"X1/4"+2 ANG.DE 1X3/16"A 60 M 34.77 34.83 35.1 35.24 35.38 34.97 34.91 35.16 35.34 34.81 34.88 34.77 35.04 35.32 35.08 34.88 35.23 35.26 35.03 35.1 35.17 35.35 35.31 35.53 35.33 35.18 34.84 35.084 2 18 VIGA MACOMBER 2<1-1/2X3/16 PULGADAS 1 CEL#5 M 34.8 34.84 35.02 35.11 35.2 34.93 34.89 35.05 35.17 34.83 34.87 34.8 34.98 35.16 35 34.87 35.1 35.12 34.97 35.02 35.06 35.18 35.15 35.3 35.17 35.07 34.85 354 2 19 VM H=0.40m 4L2½x2½x3/16"; 2 CEL#4 @ 60 INCLUYE PINTURA M 45.04 45.11 45.43 45.6 45.76 45.28 45.21 45.5 45.71 45.09 45.17 45.04 45.36 45.69 45.41 45.17 45.58 45.62 45.35 45.44 45.52 45.72 45.68 45.94 45.7 45.53 45.13 45.414 2 20 VIGA MACOMBER 4<1-1/2"X1/4" CEL 1 #5 A 60 M 26.66 26.71 26.92 27.03 27.13 26.82 26.77 26.96 27.1 26.7 26.74 26.66 26.87 27.09 26.9 26.75 27.01 27.04 26.86 26.92 26.97 27.11 27.08 27.25 27.09 26.98 26.72 26.94 2 21 VIGA MACOMBER DE TUBO HONO DE 2 Y 1-1/2 PULG M 61.69 61.8 62.28 62.53 62.77 62.05 61.94 62.38 62.7 61.77 61.88 61.69 62.17 62.67 62.24 61.89 62.5 62.56 62.15 62.29 62.41 62.72 62.65 63.04 62.69 62.42 61.82 62.254 2 22 VM H=30CM 4<2"X2"X1/4" CEL 1#4 @ 60 M 36.42 36.49 36.77 36.92 37.06 36.64 36.57 36.83 37.02 36.47 36.53 36.42 36.71 37 36.75 36.54 36.9 36.93 36.69 36.77 36.85 37.03 36.99 37.22 37.01 36.85 36.5 36.754 2 23 V.M.I H=30CM 4 ANG3"X3X1/4+ANG11/2X3/16 M 101.59 101.78 102.57 102.99 103.38 102.19 102.01 102.73 103.26 101.73 101.91 101.59 102.39 103.21 102.51 101.92 102.93 103.03 102.36 102.58 102.78 103.29 103.18 103.82 103.24 102.8 101.81 102.524 2 24 VIGA MACOMBER 4<2-1/2"X1/4" 2CEL<1"X3/16" @60. INCLUYE PINTURA. M 60.3 60.41 60.88 61.13 61.37 60.66 60.55 60.98 61.29 60.38 60.49 60.3 60.78 61.26 60.85 60.5 61.1 61.15 60.76 60.89 61.01 61.31 61.25 61.63 61.28 61.02 60.43 60.854 2 25 V.M. "I" H=35 CMS. 4 < 1"x1"x1/8" + CEL #3 A 60º M 12.31 12.33 12.42 12.47 12.52 12.38 12.36 12.44 12.51 12.32 12.34 12.31 12.4 12.5 12.42 12.34 12.47 12.48 12.4 12.42 12.45 12.51 12.5 12.58 12.51 12.45 12.33 12.424 2 26 Sum/inst de tijera 6.08m con perfil canal de 4"X1-3/4"X7.25Lbs/Pie (Inc 2m anticorrosivo+1m aceit) U 294.95 295.45 297.62 298.76 299.85 296.59 296.09 298.06 299.51 295.31 295.81 294.95 297.12 299.37 297.45 295.84 298.62 298.87 297.04 297.65 298.2 299.6 299.29 301.05 299.46 298.26 295.53 297.484 2 27 VIGA MACOMBER 4<1"X3/16" 2 CEL#4@60. INCLUYE PINTURA. M 34.98 35.04 35.31 35.46 35.59 35.18 35.12 35.37 35.55 35.02 35.09 34.98 35.25 35.53 35.29 35.09 35.44 35.47 35.24 35.32 35.39 35.56 35.52 35.74 35.54 35.39 35.05 35.34 2 28 Viga macomber 4L1 1/2"x3/16" + celocías #3@60º (Incluye pintura) M 36.91 36.97 37.21 37.34 37.46 37.09 37.04 37.26 37.42 36.95 37.01 36.91 37.15 37.41 37.19 37.01 37.32 37.35 37.14 37.21 37.28 37.43 37.4 37.6 37.42 37.28 36.97 37.194 2 29 Escopeta de peralte variable 24-52CMS. 2C 4x7.25 lbs CELOSIA L2x2x1/8"@45°. Long 2.0 mt U 80.06 80.19 80.79 81.1 81.39 80.51 80.37 80.91 81.3 80.16 80.29 80.06 80.65 81.26 80.74 80.3 81.06 81.13 80.63 80.79 80.95 81.33 81.24 81.72 81.29 80.96 80.22 80.754 2 30 VIGA MACOMBER TUBO ESTRUCTURAL DE 3" PARA REF.LONG Y CELOSIA. H=0.6 M 95.53 95.7 96.45 96.84 97.21 96.09 95.92 96.6 97.09 95.65 95.82 95.53 96.27 97.05 96.39 95.83 96.79 96.88 96.25 96.46 96.65 97.12 97.02 97.62 97.08 96.67 95.73 96.44 2 31 VIGA MACOMBER 4<1"X3/16" 2CEL #5@60. INCLUYE PINTURA. M 31.72 31.78 32.03 32.16 32.28 31.91 31.85 32.08 32.24 31.77 31.82 31.72 31.97 32.23 32.01 31.83 32.14 32.17 31.96 32.03 32.1 32.25 32.22 32.42 32.24 32.1 31.79 32.014 2 32 VIGA MACOMBER 4<1-1/2"X3/16" 1CEL<1"X3/16". INCLUYE PINTURA. M 57.3 57.4 57.85 58.09 58.31 57.64 57.54 57.94 58.24 57.38 57.48 57.3 57.75 58.21 57.82 57.48 58.06 58.11 57.73 57.86 57.97 58.26 58.2 58.56 58.23 57.98 57.42 57.824 2 33 VIGA MACOMBER 4<1-1/2"X1/4" 2CEL #4@60. INCLUYE PINTURA. M 39.32 39.39 39.7 39.86 40.02 39.56 39.49 39.76 39.97 39.38 39.45 39.32 39.63 39.95 39.68 39.45 39.84 39.88 39.62 39.71 39.78 39.98 39.94 40.19 39.96 39.79 39.41 39.684 2 34 VIGA MACOMBER DE CAÑO DE 3" Y CELOSIA DE CAÑO DE 2" M 148.1 148.36 149.52 150.13 150.7 148.97 148.71 149.76 150.53 148.29 148.56 148.1 149.25 150.45 149.43 148.57 150.05 150.19 149.21 149.53 149.83 150.57 150.41 151.34 150.5 149.86 148.41 149.454 2 35 Viga macomber h=0.20mts; 4L 2X2X1/4"+2 Celosías #3 a 60° M 49.28 49.37 49.75 49.95 50.14 49.57 49.48 49.83 50.08 49.34 49.43 49.28 49.66 50.06 49.72 49.43 49.93 49.97 49.65 49.75 49.85 50.1 50.05 50.36 50.07 49.86 49.38 49.734 2 36 V.M. H=20 CMS. 4 ANG. 1 1/2" X 1/8" CEL. 3/8" A 60o. M 31.06 31.11 31.35 31.48 31.6 31.24 31.18 31.4 31.56 31.1 31.15 31.06 31.3 31.55 31.33 31.15 31.47 31.49 31.29 31.36 31.42 31.57 31.54 31.74 31.56 31.43 31.12 31.344 2 37 V.M. H= 40 cms. 4 Ang. de 1 1/2"x 1 1/2" x 1/8" +2 Cel. Ho. de 1/2" @ 60o. +2 Cel. Ho. 3/8"@60o. M 38.93 39 39.31 39.47 39.62 39.16 39.09 39.37 39.57 38.98 39.05 38.93 39.24 39.55 39.28 39.06 39.45 39.48 39.22 39.31 39.39 39.58 39.54 39.78 39.56 39.4 39.01 39.294 2 38 V.M. H= 40 cms. 4 ANG. 1 1/2" x 1/8" + 2 Cel. Ho. 1/2" @ 60o. M 35.18 35.25 35.52 35.67 35.8 35.39 35.33 35.58 35.76 35.23 35.29 35.18 35.46 35.74 35.5 35.3 35.65 35.68 35.45 35.53 35.6 35.77 35.73 35.96 35.75 35.6 35.26 35.54 2 39 V.M. H= 25 CMS. 4 Angulos 1 1/2"x1 1/2"x1/8" c/2 celosias de Ho. Í 3/8" @ 60o. M 34.27 34.33 34.6 34.74 34.87 34.47 34.41 34.65 34.83 34.31 34.37 34.27 34.53 34.81 34.58 34.38 34.72 34.75 34.52 34.6 34.67 34.84 34.8 35.02 34.82 34.68 34.34 34.584 2 40 VM H=35cm 4Ang. de 2"x2"x3/16" cel. #4 a 60° lateralles y cel. #3@20 sup e inf. M 39.64 39.71 40.02 40.18 40.33 39.87 39.8 40.08 40.29 39.69 39.76 39.64 39.94 40.27 39.99 39.76 40.16 40.19 39.93 40.02 40.1 40.3 40.25 40.5 40.28 40.11 39.72 404 2 41 Escopeta peralte variable 0.20-0.30 m; 4L 1"X1"X3/16" Celosía #3 a 60°; longitud=0.80 m incluye anclaje C/u 25.87 25.91 26.12 26.22 26.32 26.02 25.97 26.16 26.29 25.9 25.95 25.87 26.07 26.28 26.1 25.95 26.21 26.23 26.06 26.12 26.17 26.3 26.27 26.43 26.29 26.18 25.92 26.14 2 42 Viga macomber de h=0.30m 4L1½x1½x3/16"; 2 celosías #4 @ 60 incluye pintura M 22.95 22.98 23.11 23.17 23.23 23.05 23.02 23.13 23.22 22.97 23 22.95 23.08 23.21 23.1 23 23.16 23.18 23.07 23.11 23.14 23.22 23.2 23.3 23.21 23.14 22.99 23.14 2 43 VIGA MACOMBER H=25 CMS. 4 ANGULOS DE 1"X3/16" 1 CEL. # 3 a 60 GRADOS (Incluye placa) M 19.36 19.38 19.48 19.53 19.58 19.43 19.41 19.5 19.56 19.37 19.4 19.36 19.46 19.56 19.47 19.4 19.52 19.53 19.45 19.48 19.5 19.57 19.55 19.63 19.56 19.51 19.38 19.474 2 44 Tijera metálica de Ho Go 4" Sch-40 (Incluye 2 placas apoyo y 3 unión pint anticorrosiva y plateada) C/u 469.73 470.57 474.24 476.16 477.99 472.5 471.65 474.99 477.43 470.34 471.18 469.73 473.39 477.19 473.95 471.23 475.93 476.35 473.25 474.28 475.22 477.57 477.05 480.01 477.34 475.32 470.71 4744 2 45 Escopeta de peralte variable 12-30CMS. 4L1"X1"X3/16" CELOSIA #3@60 grados. Long. 1.30 mt. C/u 52.41 52.49 52.85 53.04 53.22 52.68 52.6 52.93 53.17 52.47 52.55 52.41 52.77 53.14 52.82 52.56 53.02 53.06 52.75 52.86 52.95 53.18 53.13 53.42 53.16 52.96 52.5 52.834 2 46 Escopeta de peralte variable 10-15cms. con tubo de 2x1 CH16. Long. 1.10 mt (Inc pint ant. y esmalte) C/u 18.31 18.34 18.46 18.53 18.59 18.41 18.38 18.49 18.57 18.33 18.36 18.31 18.44 18.56 18.45 18.36 18.52 18.53 18.43 18.46 18.5 18.57 18.56 18.65 18.57 18.5 18.35 18.464 2 47 Viga espacial con tubo D=2" SCH-40+Celocía@60° D=1 1/2" SCH-40 B=0.50m H=0.55m M 69.25 69.36 69.86 70.12 70.37 69.63 69.51 69.96 70.29 69.33 69.45 69.25 69.75 70.26 69.82 69.45 70.09 70.15 69.73 69.87 70 70.31 70.24 70.65 70.28 70.01 69.38 69.834 2 48 Tijera c/peralte variable 8% y 18% de pendiente con 4L2X2X1/4 c/celosía @60° de hierro liso #6 M 42.13 42.19 42.48 42.64 42.78 42.35 42.28 42.54 42.74 42.17 42.24 42.13 42.42 42.72 42.46 42.25 42.62 42.65 42.41 42.49 42.56 42.75 42.71 42.94 42.73 42.57 42.2 42.474 2 49 Viga macomber h=20 cms. con 4L2x2x3/16+2Celosía#4@60° incluye pintura. M 34.74 34.8 35.07 35.21 35.35 34.94 34.88 35.13 35.31 34.78 34.85 34.74 35.01 35.29 35.05 34.85 35.2 35.23 35 35.08 35.14 35.32 35.28 35.5 35.3 35.15 34.81 35.054 2 50 Viga macomber de 15x25 con 4L1x1x1/8" con celosía #2@60 en las 4 caras incluye pintura M 22.82 22.85 22.99 23.07 23.14 22.93 22.89 23.02 23.12 22.84 22.88 22.82 22.96 23.11 22.98 22.88 23.06 23.07 22.96 23 23.03 23.12 23.1 23.22 23.11 23.03 22.86 22.984 2 51 Viga macomber de 15x40 con 4L2x2x1/4+celosía #4 y #3 colocada @60° y 45° respectivamente inc pint M 50.4 50.49 50.88 51.09 51.28 50.69 50.6 50.96 51.22 50.46 50.55 50.4 50.79 51.2 50.85 50.56 51.06 51.11 50.78 50.89 50.99 51.24 51.18 51.5 51.21 51 50.5 50.864 2 52 Viga macomber de 12.7x50cm con 4L2½"x2½"x1/4"+celosías #7 colocada @60° inc pintura M 66.16 66.27 66.76 67.01 67.25 66.53 66.42 66.85 67.18 66.24 66.35 66.16 66.64 67.14 66.72 66.36 66.98 67.03 66.63 66.76 66.88 67.19 67.13 67.52 67.16 66.9 66.29 66.724 2 53 Viga macomber con peralte constante hasta 0.40m; con 4L2x2x1/4+celosías #4@60° y #3@45° inc pint M 50.4 50.48 50.88 51.08 51.28 50.7 50.62 50.97 51.21 50.46 50.56 50.4 50.79 51.2 50.86 50.56 51.06 51.1 50.78 50.88 50.99 51.23 51.18 51.51 51.21 51 50.5 50.864 2 54 Viga macomber con peralte constante hasta 0.50m; con 4L2x2x1/4+celosías #4@60° y #3@45° inc pint M 54.37 54.45 54.87 55.07 55.28 54.68 54.6 54.96 55.21 54.43 54.54 54.37 54.77 55.2 54.85 54.54 55.05 55.1 54.76 54.87 54.98 55.23 55.18 55.52 55.21 54.99 54.47 54.854 2 55 Viga macomber tipo cajon VM; H=0.40m B=0.10m cuerda 4L 2x2x1/8 + 2cel L1x1x1/8 a 60º; Inc pint M 54.91 55.01 55.43 55.66 55.87 55.23 55.13 55.52 55.81 54.98 55.08 54.91 55.34 55.78 55.4 55.08 55.63 55.68 55.32 55.44 55.55 55.82 55.76 56.11 55.8 55.56 55.02 55.414 2 56 Viga macomber tipo cajon VM; H=0.30m B=0.10m cuerda 4L 1½x1½x1/8 + 2cel L1x1x1/8 a 60º; Inc pint M 49.35 49.43 49.82 50.02 50.21 49.64 49.55 49.9 50.15 49.41 49.5 49.35 49.73 50.13 49.79 49.5 50 50.04 49.72 49.82 49.92 50.17 50.12 50.43 50.14 49.93 49.45 49.794 2 57 Viga macomber H=0.40m con 4L1½X1½X3/16+2 celosías No 4 a 60°+2 celosías No 3 a 60°; incluye pintura M 43.48 43.54 43.83 43.98 44.12 43.69 43.63 43.89 44.08 43.52 43.59 43.48 43.76 44.06 43.81 43.59 43.96 43.99 43.75 43.83 43.9 44.09 44.05 44.28 44.07 43.91 43.55 43.814 2 58 Viga macomber H=0.40m con 4L1½X1½X3/16+2celosías No 4 a 60° incluye pintura M 36.3 36.36 36.59 36.72 36.83 36.48 36.43 36.64 36.8 36.34 36.4 36.3 36.54 36.78 36.58 36.4 36.7 36.73 36.53 36.6 36.66 36.81 36.77 36.96 36.79 36.66 36.37 36.584 2 59 Viga macomber H=0.20m con 4L1½X1½X3/16+4 Celosías No 3 @ 60° incluye pintura M 37.16 37.21 37.46 37.59 37.71 37.34 37.29 37.51 37.68 37.2 37.25 37.16 37.4 37.66 37.44 37.26 37.57 37.6 37.39 37.46 37.53 37.69 37.65 37.85 37.67 37.53 37.22 37.454 2 60 Viga mac h=0.4m 4L 2X2X1/8+2 cel L1X1X1/8 colocada a 60° inc pint aceite (1man) y anticorr (2manos) M 41.34 41.41 41.74 41.91 42.07 41.58 41.51 41.8 42.02 41.39 41.47 41.34 41.66 42 41.71 41.47 41.89 41.92 41.65 41.74 41.82 42.03 41.99 42.25 42.01 41.83 41.43 41.724 2 61 Viga mac. 4L 2X2X3/16+2 cel L1½X1½X1/8 colocada a 60° inc pint aceite (1man) y anticorr (2manos) M 49.23 49.32 49.7 49.9 50.09 49.52 49.43 49.78 50.04 49.29 49.38 49.23 49.61 50.01 49.67 49.39 49.88 49.92 49.6 49.71 49.8 50.05 50 50.31 50.03 49.81 49.33 49.684 2 62 Viga macomber con 4L 1X1X1/8+1 celosía #3 colocada a 60° inc pint aceite (1man) y anticorr (2manos) M 22.24 22.28 22.45 22.54 22.63 22.37 22.33 22.49 22.6 22.27 22.31 22.24 22.41 22.59 22.44 22.31 22.53 22.55 22.4 22.45 22.5 22.61 22.58 22.72 22.6 22.5 22.28 22.444 2 63 Viga macomber 4L 2X2X3/16+2 cel L1X1X1/8 colocada a 60° inc pint aceite (1man) y anticorr (2manos) M 43.91 43.99 44.33 44.51 44.69 44.17 44.09 44.4 44.63 43.97 44.05 43.91 44.25 44.61 44.31 44.05 44.49 44.53 44.24 44.34 44.43 44.65 44.6 44.87 44.62 44.43 44 44.314 2 65 Viga macomber de h=0.20m con 4L2½x2½x¼ +1Celosía #4@60°; incluye pintura M 47.09 47.18 47.55 47.74 47.92 47.37 47.29 47.62 47.87 47.16 47.24 47.09 47.46 47.84 47.52 47.25 47.72 47.76 47.45 47.55 47.65 47.88 47.83 48.13 47.86 47.66 47.19 47.524 2 66 Viga metálica con 4L2x2x3/16+1celosía #5@60°; incluye 2 manos de anticorrosivo y 1 mano de aceite M 43.89 43.96 44.26 44.42 44.57 44.12 44.05 44.32 44.52 43.94 44.01 43.89 44.19 44.5 44.24 44.02 44.4 44.43 44.18 44.27 44.34 44.53 44.49 44.73 44.51 44.35 43.97 44.244 2 67 Viga metálica H=0.30 m 2 cuerdasHoGo ø2" ced 20; cel HoGo 1 1/2" ced 20 a 60°. Inc anticorrosivo M 42.42 42.5 42.83 43 43.17 42.67 42.6 42.9 43.12 42.48 42.56 42.42 42.75 43.1 42.81 42.56 42.98 43.02 42.74 42.84 42.92 43.13 43.09 43.35 43.11 42.93 42.51 42.814 2 68 Viga L=6.90m p/techo curvo t/tijera 2 cuerdas HoGo ø4" céd 40 Ho=1.20 m Hf=0.30m. Inc pintura U 549.27 550.25 554.54 556.79 558.93 552.51 551.52 555.42 558.27 549.98 550.97 549.27 553.55 558 554.21 551.02 556.52 557.01 553.39 554.59 555.69 558.44 557.83 561.29 558.16 555.8 550.42 554.264 2 69 Escopeta de peralte variable 35-40cms. 2L1½X1½X3/16" celosías # 4 a 45°. Longitud=0.40m; incluye pintura y placa de 3/8 con 2 U 27.6 27.64 27.83 27.94 28.03 27.74 27.7 27.87 28 27.63 27.67 27.6 27.79 27.99 27.82 27.67 27.92 27.95 27.78 27.84 27.89 28.01 27.98 28.14 28 27.89 27.65 27.824 2 70 Viga macomber de h=0.30m 4L2½x2½x3/16"; 2 celosías #4 @ 60 incluye pintura M 45.73 45.8 46.13 46.3 46.46 45.97 45.9 46.19 46.41 45.78 45.86 45.73 46.05 46.39 46.1 45.86 46.28 46.31 46.04 46.13 46.21 46.42 46.38 46.64 46.4 46.22 45.82 46.114 2 71 Escopeta de peralte variable 2.10m de longitud con 4L1½X1½X¼ con celosía de 1/2"@60° incluye conexión con placa U 113.77 113.96 114.77 115.2 115.61 114.39 114.2 114.94 115.48 113.91 114.1 113.77 114.59 115.43 114.71 114.11 115.15 115.24 114.56 114.78 114.99 115.51 115.4 116.05 115.46 115.01 113.99 114.724 3 1 POLIN C 6 PULG. ENCAJUELADO M 16.82 16.85 16.98 17.05 17.12 16.92 16.89 17.01 17.1 16.85 16.88 16.82 16.95 17.09 16.97 16.88 17.05 17.06 16.95 16.99 17.02 17.1 17.09 17.19 17.1 17.02 16.86 16.984 3 2 POLIN C 6PUL X1/16PUL C/CELOSIA #2 A 45 (INC. PINT M 6.56 6.57 6.62 6.65 6.67 6.6 6.59 6.63 6.67 6.57 6.58 6.56 6.61 6.66 6.62 6.58 6.65 6.65 6.61 6.62 6.64 6.67 6.66 6.7 6.67 6.64 6.57 6.624 3 3 POLIN C 4PULX1/16PUL C/CELOSIA #2 A 45 (INC. PINTU M 6.21 6.22 6.27 6.29 6.32 6.25 6.23 6.28 6.31 6.22 6.23 6.21 6.26 6.31 6.26 6.23 6.29 6.3 6.26 6.27 6.28 6.31 6.31 6.34 6.31 6.28 6.22 6.274 3 4 POLÍN "C" DE 4" X 1/16" M 4.01 4.02 4.05 4.07 4.09 4.04 4.03 4.06 4.08 4.02 4.03 4.01 4.05 4.08 4.05 4.03 4.07 4.07 4.05 4.05 4.06 4.08 4.08 4.1 4.08 4.06 4.02 4.054 3 5 Polín "C" Chapa 16 DE 4"X2" refuerzo #2 a 60°; incluye pintura M 7.97 7.99 8.05 8.08 8.11 8.02 8 8.06 8.1 7.98 8 7.97 8.03 8.1 8.04 8 8.08 8.08 8.03 8.05 8.07 8.1 8.1 8.15 8.1 8.07 7.99 8.044 3 6 POLÍN "C" DE 6" X 1/16" M 5.47 5.48 5.52 5.54 5.56 5.5 5.49 5.53 5.56 5.48 5.49 5.47 5.51 5.56 5.52 5.49 5.54 5.55 5.51 5.52 5.53 5.56 5.55 5.59 5.56 5.53 5.48 5.524 3 7 VIGA POLÍN"C" DE 6X2X1/16" ENCAJUEL.REF.3/8" A 60° M 10.71 10.73 10.81 10.85 10.89 10.77 10.75 10.83 10.88 10.72 10.74 10.71 10.79 10.88 10.8 10.74 10.85 10.86 10.79 10.81 10.83 10.89 10.87 10.94 10.88 10.83 10.73 10.84 3 8 VIGA POLÍN"C" DE 4X2X1/16" ENCAJUEL.REF.3/8" A 60° M 8.95 8.97 9.04 9.07 9.11 9 8.99 9.05 9.1 8.96 8.98 8.95 9.02 9.09 9.03 8.98 9.07 9.08 9.02 9.04 9.05 9.1 9.09 9.15 9.09 9.06 8.97 9.034 3 9 POLÍN P-1 3Í1/2"+ 1Í1/4" A 60§ B=15 CMS. A=25 CMS. M 8.76 8.77 8.84 8.88 8.91 8.81 8.79 8.85 8.9 8.77 8.78 8.76 8.82 8.89 8.83 8.78 8.87 8.88 8.82 8.84 8.86 8.9 8.89 8.95 8.9 8.86 8.77 8.834 3 10 POLÍN P-1 3ͽ+1Í3/8" A 60° B=20 CMS. A=25 CMS. M 10.7 10.72 10.8 10.85 10.89 10.76 10.74 10.82 10.87 10.71 10.73 10.7 10.78 10.87 10.8 10.73 10.84 10.85 10.78 10.8 10.82 10.88 10.87 10.93 10.87 10.83 10.72 10.84 3 11 POLÍN P-2 3Í ½"+1Í ¼" A 60° B=15 CM. A=18 CM. M 7.81 7.82 7.88 7.91 7.94 7.85 7.84 7.89 7.93 7.82 7.83 7.81 7.87 7.93 7.88 7.83 7.91 7.92 7.87 7.88 7.9 7.94 7.93 7.98 7.93 7.9 7.82 7.884 3 12 POLÍN 3Í3/8" CEL.¼" A 60° H=20 CMS. B=15 CMS. M 5.99 6 6.04 6.07 6.09 6.02 6.01 6.05 6.08 5.99 6.01 5.99 6.03 6.08 6.04 6.01 6.07 6.07 6.03 6.04 6.06 6.09 6.08 6.12 6.08 6.06 6 6.04

4 3 13 POLÍN 3Í1/2" CEL.3/8" A 60° B=18 CMS H=25 CMS. M 10.55 10.57 10.66 10.7 10.74 10.62 10.6 10.67 10.73 10.57 10.59 10.55 10.64 10.72 10.65 10.59 10.69 10.7 10.63 10.66 10.68 10.73 10.72 10.79 10.73 10.68 10.58 10.654 3 14 POLÍN 3Í3/8" CEL 3/8" A 60° B=18CMS H=25 CMS. M 8.69 8.7 8.77 8.81 8.84 8.74 8.72 8.78 8.83 8.7 8.71 8.69 8.75 8.82 8.77 8.71 8.8 8.81 8.75 8.77 8.79 8.83 8.82 8.88 8.83 8.79 8.7 8.774 3 15 POLÍN 2ͽ+1Í5/8"CEL.3/8"A 60°; B=18 CMS H=25 CMS M 10.84 10.86 10.95 10.99 11.03 10.91 10.89 10.96 11.02 10.86 10.88 10.84 10.93 11.02 10.94 10.88 10.99 11 10.92 10.95 10.97 11.02 11.01 11.08 11.02 10.97 10.87 10.944 3 16 POLÍN 3Í3/8" CEL.¼" A 60°;B=15 CMS. H=15 CMS. M 5.93 5.94 5.99 6.01 6.04 5.97 5.96 6 6.03 5.94 5.95 5.93 5.98 6.03 5.98 5.95 6.01 6.01 5.98 5.99 6 6.03 6.02 6.06 6.03 6 5.94 5.984 3 17 POLÍN 2 ͽ"+1Í5/8" CEL.Í3/8"A 60° B=18CM; H=30CM M 10.86 10.88 10.96 11.01 11.05 10.92 10.9 10.98 11.04 10.87 10.89 10.86 10.94 11.03 10.96 10.89 11 11.01 10.94 10.97 10.99 11.04 11.03 11.1 11.04 10.99 10.88 10.964 3 18 POLÍN 3ͽ" + CEL. Í3/8" A 60° B=18 CM H=30 CM M 10.63 10.65 10.73 10.78 10.82 10.69 10.67 10.75 10.8 10.64 10.66 10.63 10.71 10.8 10.73 10.66 10.77 10.78 10.71 10.73 10.75 10.81 10.8 10.86 10.8 10.76 10.65 10.734 3 19 POLIN C 3 PULGADAS M 3.06 3.07 3.09 3.1 3.11 3.08 3.07 3.09 3.11 3.06 3.07 3.06 3.08 3.11 3.09 3.07 3.1 3.1 3.08 3.09 3.1 3.11 3.11 3.13 3.11 3.1 3.07 3.094 3 20 POLÍN 2ͽ"+1Í5/8"CEL.3/8" A 60° H=25 CMS B=20 CMS M 11.14 11.16 11.25 11.3 11.34 11.21 11.19 11.27 11.33 11.16 11.18 11.14 11.23 11.32 11.24 11.18 11.29 11.3 11.23 11.25 11.27 11.33 11.32 11.39 11.32 11.28 11.17 11.244 3 21 POLÍN 3Í5/8" CEL.3/8" A 60° H=25 CMS B=20 CMS. M 12.43 12.46 12.55 12.6 12.65 12.51 12.48 12.57 12.64 12.45 12.47 12.43 12.53 12.63 12.55 12.47 12.6 12.61 12.53 12.55 12.58 12.64 12.63 12.71 12.64 12.58 12.46 12.554 3 22 Polín C 4"x2" CH14 (Incluye 2manos anticorrosivo y 1 mano de aceite+pin de 3/8" para rigidizar) M 7.13 7.14 7.19 7.22 7.25 7.17 7.16 7.21 7.24 7.14 7.15 7.13 7.18 7.24 7.19 7.15 7.22 7.22 7.18 7.2 7.21 7.24 7.23 7.27 7.24 7.21 7.15 7.194 3 24 Polín de 6x2 en HoNo CH 14 con celosía #2 0 45°; incluye pintura M 2.18 2.19 2.21 2.21 2.23 2.2 2.19 2.21 2.22 2.19 2.19 2.18 2.2 2.22 2.21 2.19 2.21 2.22 2.2 2.21 2.21 2.22 2.22 2.23 2.22 2.21 2.19 2.214 3 27 Polín encajuelado de 4x2 CH14 (1.8 MM) M 13.4 13.42 13.51 13.56 13.61 13.47 13.45 13.53 13.59 13.41 13.43 13.4 13.49 13.59 13.5 13.43 13.56 13.57 13.49 13.51 13.54 13.6 13.58 13.66 13.59 13.54 13.42 13.514 3 28 Polín encajuelado de 6x2 CH 14 en HoNo Incluye pintura M 16.83 16.85 16.98 17.05 17.12 16.93 16.9 17.01 17.09 16.85 16.88 16.83 16.96 17.08 16.98 16.88 17.04 17.06 16.96 16.99 17.02 17.1 17.08 17.19 17.09 17.02 16.87 16.984 3 30 Polín C4x2 CH 14 en HoNo con celosía #2 a 45°; incluye pintura M 6.21 6.21 6.27 6.29 6.31 6.25 6.23 6.28 6.3 6.21 6.22 6.21 6.26 6.3 6.26 6.22 6.29 6.29 6.26 6.27 6.28 6.3 6.3 6.35 6.3 6.28 6.22 6.264 3 31 Polin "C" encajuelado de 8" CH_14 Incluye Pintura M 22.06 22.1 22.27 22.36 22.45 22.19 22.15 22.31 22.42 22.09 22.13 22.06 22.23 22.41 22.26 22.13 22.35 22.37 22.23 22.27 22.32 22.43 22.4 22.54 22.42 22.32 22.11 22.264 3 32 Polin C- 4" encajuelado CHAPA # 16 (1.5 MM) M 10.41 10.43 10.49 10.52 10.55 10.46 10.45 10.5 10.54 10.42 10.44 10.41 10.47 10.54 10.48 10.44 10.52 10.52 10.47 10.49 10.51 10.55 10.54 10.59 10.54 10.51 10.43 10.484 3 33 Polin espacial 3#4 cel. #2 @ 45° pintado con anticorrosivo 2 manos M 10.03 10.04 10.12 10.16 10.2 10.09 10.07 10.14 10.19 10.04 10.06 10.03 10.1 10.19 10.12 10.06 10.16 10.17 10.1 10.12 10.14 10.19 10.18 10.25 10.19 10.14 10.05 10.124 3 34 Polín C 4"x2" CH16 (Incluye 2manos anticorrosivo y 1 mano de aceite+pin de 3/8" para rigidizar) M 6.89 6.9 6.95 6.98 7 6.93 6.92 6.96 6.99 6.9 6.91 6.89 6.94 6.99 6.95 6.91 6.97 6.98 6.94 6.95 6.96 7 6.99 7.03 6.99 6.97 6.91 6.954 3 35 Suministro e instalación de Polín C 5x2 CH16 (Incluye pintura y atiezamiento@1.0m) M 6.31 6.32 6.36 6.39 6.41 6.34 6.33 6.37 6.4 6.31 6.33 6.31 6.35 6.4 6.36 6.33 6.38 6.39 6.35 6.36 6.38 6.4 6.4 6.44 6.4 6.38 6.32 6.364 3 36 Suministro e instalación de Polín P-1 Tubo estructural de 2x4" Chapa 16 (Incluye pintura) M 12.79 12.81 12.9 12.95 13 12.86 12.84 12.92 12.99 12.81 12.83 12.79 12.88 12.98 12.9 12.83 12.95 12.96 12.88 12.91 12.93 12.99 12.98 13.05 12.98 12.93 12.81 12.94 3 37 Suministro e instalación de Polín C 5x2 Chapa 14 (incluye pintura) M 9.36 9.38 9.44 9.48 9.51 9.41 9.39 9.45 9.5 9.37 9.39 9.36 9.43 9.49 9.44 9.39 9.47 9.48 9.42 9.44 9.46 9.5 9.49 9.55 9.5 9.46 9.38 9.444 3 38 Tubo de 2x3 CH14 M 13.68 13.7 13.79 13.84 13.88 13.75 13.73 13.81 13.87 13.69 13.71 13.68 13.77 13.86 13.78 13.71 13.83 13.84 13.76 13.79 13.81 13.87 13.86 13.93 13.87 13.82 13.7 13.784 3 39 Polín C encajuelado de 5"x2" CH 16 Inclye pintura M 14.16 14.18 14.28 14.34 14.39 14.23 14.21 14.3 14.37 14.17 14.2 14.16 14.26 14.36 14.27 14.2 14.33 14.34 14.25 14.28 14.31 14.37 14.36 14.44 14.37 14.31 14.18 14.284 3 40 Polín con tubo de 2x1 CH14 (incluye pintura) M 4.19 4.19 4.23 4.24 4.26 4.21 4.2 4.23 4.25 4.19 4.2 4.19 4.22 4.25 4.22 4.2 4.24 4.24 4.22 4.23 4.23 4.25 4.25 4.27 4.25 4.24 4.2 4.224 3 41 Sum/inst de tubo de 2x1 CH18 p/sujetar cubierta de techo instalado sobre polín espacial existente M 3.54 3.55 3.57 3.59 3.6 3.56 3.56 3.58 3.6 3.55 3.55 3.54 3.57 3.59 3.57 3.55 3.59 3.59 3.57 3.57 3.58 3.6 3.59 3.61 3.6 3.58 3.55 3.574 3 42 Polín HoGo ø 2 1/2" cédula 40. Incluye pintura M 25.01 25.05 25.25 25.35 25.45 25.15 25.11 25.29 25.42 25.04 25.08 25.01 25.2 25.4 25.23 25.09 25.34 25.36 25.19 25.25 25.3 25.42 25.4 25.55 25.41 25.3 25.06 25.234 4 1 TENSOR DE ANGULO ENCAJUELADO DE 1-1/2X1/8 PULG. M 7.1 7.12 7.17 7.2 7.23 7.14 7.13 7.18 7.22 7.11 7.12 7.1 7.16 7.22 7.17 7.13 7.2 7.2 7.16 7.17 7.19 7.22 7.21 7.26 7.22 7.19 7.12 7.174 4 2 TENSOR 5/8" M 8.99 9.01 9.08 9.12 9.15 9.04 9.03 9.09 9.14 9 9.02 8.99 9.06 9.13 9.07 9.02 9.11 9.12 9.06 9.08 9.1 9.14 9.13 9.19 9.14 9.1 9.01 9.074 4 3 Tensor de 3/4" x Con Varilla de 1/2 x 6 ml M 2.62 2.62 2.64 2.65 2.66 2.63 2.63 2.64 2.66 2.62 2.62 2.62 2.64 2.66 2.64 2.62 2.65 2.65 2.64 2.64 2.65 2.66 2.66 2.67 2.66 2.65 2.62 2.644 4 4 Tensor metálico D=3/4" Soldado a angular de 2x2x1/4" M 4.52 4.52 4.56 4.57 4.59 4.54 4.53 4.56 4.59 4.52 4.53 4.52 4.55 4.58 4.55 4.53 4.57 4.58 4.55 4.56 4.57 4.59 4.58 4.61 4.59 4.57 4.52 4.554 4 5 Tensor de techo con cable de acero #3 M 2.94 2.94 2.96 2.97 2.98 2.95 2.95 2.96 2.98 2.94 2.94 2.94 2.96 2.98 2.96 2.95 2.97 2.97 2.96 2.96 2.97 2.98 2.97 2.99 2.98 2.97 2.94 2.964 4 6 Templete 1#3 Soldada a cada polin (Incluye pintura) M 2.94 2.94 2.96 2.97 2.98 2.95 2.95 2.96 2.98 2.94 2.94 2.94 2.96 2.98 2.96 2.95 2.97 2.97 2.96 2.96 2.97 2.98 2.97 2.99 2.98 2.97 2.94 2.964 4 7 Tensor #4 M 4.48 4.48 4.51 4.53 4.54 4.5 4.49 4.52 4.54 4.48 4.49 4.48 4.51 4.54 4.51 4.49 4.53 4.53 4.5 4.51 4.52 4.54 4.54 4.56 4.54 4.52 4.48 4.514 5 1 VARILLA POLÍN Í ½" M 1.59 1.59 1.61 1.61 1.62 1.6 1.6 1.61 1.62 1.59 1.6 1.59 1.6 1.62 1.61 1.6 1.61 1.61 1.6 1.61 1.61 1.62 1.62 1.63 1.62 1.61 1.59 1.614 5 2 VARILLA POLÍN Í 3/8" M 0.98 0.98 0.99 0.99 1 0.99 0.98 0.99 1 0.98 0.98 0.98 0.99 1 0.99 0.98 0.99 0.99 0.99 0.99 0.99 1 1 1 1 0.99 0.98 0.994 6 1 BOTAGUAS DE LAMINA GALVANIZADA Y ZINC CALIBRE 26 M 10.56 10.58 10.66 10.71 10.75 10.62 10.61 10.68 10.74 10.58 10.59 10.56 10.64 10.73 10.66 10.6 10.7 10.71 10.64 10.66 10.69 10.74 10.73 10.79 10.73 10.69 10.58 10.664 6 2 Botaguas de lámina galvanizada calibre 24 M 8.05 8.06 8.12 8.16 8.19 8.1 8.08 8.14 8.18 8.06 8.07 8.05 8.11 8.18 8.12 8.07 8.15 8.16 8.11 8.13 8.14 8.18 8.17 8.22 8.18 8.14 8.06 8.124 7 1 ESTRUCTURA PARA CUMBRERA DE TECHO DE Ho 2" Y 1 1/2" (PINTADA) H=2 A 0.83 Y B=2.20 U 190 190.34 191.82 192.6 193.34 191.12 190.78 192.13 193.11 190.25 190.59 190 191.48 193.02 191.71 190.61 192.51 192.68 191.43 191.84 192.22 193.17 192.96 194.16 193.08 192.26 190.4 191.734 7 2 ESTRUCTURA DE TUBO CUADRADO DE 2X2 PARA LAMINA DE POLICARBONATO M2 13.24 13.26 13.36 13.42 13.47 13.32 13.29 13.39 13.45 13.25 13.28 13.24 13.34 13.45 13.36 13.28 13.41 13.42 13.34 13.37 13.39 13.46 13.44 13.53 13.45 13.39 13.27 13.364 7 3 ESTRUCTURA DE CAÑO DE HIERRO NEGRO 2" Y 1 1/2" B=3.3 Y H=1.45 U 108.64 108.84 109.69 110.13 110.56 109.29 109.09 109.86 110.43 108.79 108.98 108.64 109.49 110.37 109.62 108.99 110.08 110.18 109.46 109.7 109.92 110.46 110.34 111.02 110.4 109.94 108.87 109.634 8 2 REEMPLAZO DE CUARTON EN ESTRUCTURA DE TECHO DE MADERA M 9.08 9.1 9.17 9.21 9.24 9.13 9.12 9.18 9.23 9.09 9.11 9.08 9.15 9.23 9.16 9.11 9.2 9.21 9.15 9.17 9.19 9.23 9.22 9.28 9.23 9.19 9.1 9.164 8 3 ESTRUCTURA DE MADERA CON CUARTONES Y REGLA P/COLOCACION DE TEJA ROMANA M2 30.85 30.91 31.15 31.27 31.39 31.03 30.98 31.2 31.36 30.89 30.95 30.85 31.09 31.34 31.13 30.95 31.26 31.29 31.08 31.15 31.21 31.37 31.33 31.53 31.35 31.22 30.92 31.134 8 4 ESTRUCTURA DE MADERA PARA TECHO M2 21.23 21.27 21.43 21.52 21.6 21.35 21.32 21.47 21.58 21.26 21.29 21.23 21.39 21.57 21.42 21.3 21.51 21.53 21.39 21.43 21.48 21.58 21.56 21.69 21.57 21.48 21.27 21.424 8 5 SUMINISTRO E INSTALACIÓN DE REGLA PACHA DE CEDRO CEPILLADA Sg. 954.4 956.12 963.56 967.47 971.2 960.04 958.3 965.09 970.05 955.63 957.37 954.4 961.85 969.59 962.99 957.45 967 967.85 961.57 963.65 964.74 970.35 969.29 975.31 969.86 965.77 956.39 963.14 8 6 Cuartón de conacaste de 4"x2" M 2.4 2.4 2.42 2.43 2.44 2.41 2.41 2.43 2.44 2.4 2.41 2.4 2.42 2.44 2.42 2.41 2.43 2.43 2.42 2.42 2.43 2.44 2.44 2.45 2.44 2.43 2.4 2.424 8 7 Viga de madera de 5.5"x5.5" de pino curado incluye placas en L para fijación y empalmes M 28.47 28.52 28.71 28.82 28.91 28.62 28.58 28.75 28.88 28.5 28.55 28.47 28.67 28.87 28.7 28.55 28.8 28.83 28.66 28.72 28.77 28.89 28.86 29.02 28.88 28.77 28.52 28.74 8 8 Polín de madera de 5.5"x2.5" de pino curado incluye placas en L para fijación y empalmes M 20.62 20.65 20.78 20.85 20.92 20.72 20.69 20.81 20.9 20.64 20.67 20.62 20.75 20.89 20.77 20.67 20.85 20.86 20.75 20.79 20.82 20.91 20.89 21 20.9 20.82 20.66 20.784 9 1 Cepo en cubierta de fibro cemento ambas caras M 4.69 4.7 4.73 4.75 4.77 4.71 4.71 4.74 4.76 4.69 4.7 4.69 4.72 4.76 4.73 4.7 4.75 4.75 4.72 4.73 4.74 4.77 4.76 4.79 4.76 4.74 4.7 4.734 9 2 CEPO DE CLOSURE (SELLADOR DE ESPUMA) P/ZINTROALUM M 3.03 3.04 3.06 3.08 3.09 3.05 3.05 3.07 3.08 3.04 3.04 3.03 3.06 3.08 3.06 3.04 3.07 3.08 3.06 3.06 3.07 3.08 3.08 3.1 3.08 3.07 3.04 3.064 9 4 CEPO PARA CUBIERTA DE TEJA TIPO ARCITEX M 3.62 3.62 3.65 3.67 3.68 3.64 3.63 3.65 3.67 3.62 3.62 3.62 3.64 3.67 3.65 3.62 3.67 3.67 3.64 3.65 3.65 3.67 3.67 3.7 3.67 3.66 3.62 3.654 10 1 FACIA-CORNIZA RIOSTRA CONACASTE Y FORRO FIBROLIT M2 50.82 50.91 51.3 51.51 51.71 51.12 51.03 51.39 51.65 50.88 50.97 50.82 51.21 51.62 51.27 50.98 51.49 51.53 51.2 51.31 51.41 51.67 51.61 51.93 51.64 51.42 50.92 51.284 10 2 FASCIA Y CORNIZA DURALUM CAL.26 M2 27.95 28 28.22 28.34 28.44 28.12 28.07 28.27 28.41 27.99 28.04 27.95 28.17 28.4 28.2 28.04 28.32 28.35 28.16 28.22 28.28 28.42 28.39 28.57 28.41 28.29 28.01 28.214 10 4 FASCIA METALICA LAMINA 1/16 Y ESTRUCTURA DE TUBO INDUSTRIAL 1-1/2" M 35.54 35.6 35.88 36.02 36.16 35.74 35.68 35.93 36.12 35.58 35.65 35.54 35.81 36.1 35.85 35.65 36 36.04 35.8 35.88 35.95 36.13 36.09 36.31 36.11 35.96 35.61 35.864 10 5 FASCIA DE FIBROCEMENTO CON TUBO INDUSTRIAL DE 1" X 1" @ 60 CMS. M 58.05 58.14 58.51 58.7 58.89 58.33 58.25 58.58 58.83 58.11 58.2 58.05 58.42 58.81 58.48 58.2 58.68 58.72 58.41 58.51 58.61 58.85 58.79 59.09 58.82 58.62 58.15 58.484 11 1 Tapon terminal para capote tipo eureka C/u 2.35 2.35 2.37 2.38 2.39 2.36 2.36 2.38 2.39 2.35 2.36 2.35 2.37 2.39 2.37 2.36 2.38 2.38 2.37 2.37 2.38 2.39 2.39 2.4 2.39 2.38 2.35 2.374 11 3 Forro de lubula calibre 26 M2 19 19.03 19.18 19.26 19.33 19.11 19.08 19.21 19.31 19.02 19.06 19 19.15 19.3 19.17 19.06 19.25 19.27 19.14 19.18 19.22 19.32 19.3 19.42 19.31 19.23 19.04 19.174 12 1 Placa 40x40x1/4+2 placas 20x35x3/16 soldadas + 4 pernos #5 C/u 35.38 35.45 35.72 35.87 36 35.59 35.53 35.78 35.96 35.43 35.49 35.38 35.66 35.94 35.7 35.49 35.85 35.88 35.65 35.72 35.8 35.97 35.93 36.16 35.95 35.8 35.46 35.74 12 2 Placa 20x23x3/16" + 2 pernos #4 C/u 11 11.02 11.1 11.15 11.19 11.06 11.04 11.12 11.18 11.01 11.03 11 11.08 11.17 11.09 11.03 11.14 11.15 11.08 11.1 11.12 11.18 11.17 11.24 11.17 11.13 11.02 11.14 12 3 Placa 20x23x3/16" + 2 pernos #3 C/u 7.24 7.25 7.31 7.33 7.36 7.28 7.27 7.32 7.35 7.24 7.26 7.24 7.29 7.35 7.3 7.26 7.33 7.34 7.29 7.31 7.32 7.36 7.35 7.39 7.35 7.32 7.25 7.34 12 4 Placa de 20x30x3/16" soldada C/u 5.81 5.82 5.87 5.89 5.91 5.84 5.83 5.88 5.91 5.82 5.83 5.81 5.86 5.9 5.86 5.83 5.89 5.89 5.85 5.87 5.88 5.91 5.9 5.94 5.9 5.88 5.82 5.864 12 5 Placa de 35cmx45cmx1/4" + 2 de 20cmx40cmx3/16" 4 pernos No 5 grado 60 L= 45 cm C/u 28.75 28.8 29.03 29.15 29.26 28.92 28.87 29.07 29.22 28.79 28.84 28.75 28.98 29.21 29.01 28.84 29.13 29.16 28.97 29.03 29.09 29.23 29.2 29.38 29.22 29.09 28.81 29.014 12 6 Placa de 0.125mx0.30mx3/16" instalada en cumbrera pintada anticorrosivo y pint. aceite C/u 3.33 3.34 3.36 3.38 3.39 3.35 3.34 3.37 3.38 3.33 3.34 3.33 3.36 3.38 3.36 3.34 3.37 3.38 3.35 3.36 3.37 3.39 3.38 3.4 3.38 3.37 3.34 3.364 12 7 PLACA DE LÁMINA DE Ho 0.50 X 0.05 X 3/16" C/u 2.81 2.82 2.84 2.85 2.86 2.83 2.82 2.84 2.86 2.81 2.82 2.81 2.83 2.86 2.84 2.82 2.85 2.85 2.83 2.84 2.84 2.86 2.86 2.87 2.86 2.84 2.82 2.844 12 8 PLACA DE LÁMINA DE Ho 0.08 m X 0.08 m X 1/8" C/u 2.21 2.21 2.23 2.24 2.25 2.22 2.22 2.23 2.24 2.21 2.21 2.21 2.22 2.24 2.23 2.21 2.24 2.24 2.22 2.23 2.23 2.24 2.24 2.25 2.24 2.23 2.21 2.234 12 9 Suministro e instalación de placa de 30x55x5/8" (incluye pintura) C/u 54.88 54.97 55.36 55.57 55.76 55.18 55.09 55.44 55.7 54.95 55.03 54.88 55.27 55.68 55.33 55.04 55.54 55.59 55.26 55.37 55.47 55.72 55.66 55.98 55.69 55.48 54.98 55.344 12 10 Suministro e instalación de placa de 20x20x5/8" (incluye pintura) C/u 18.08 18.11 18.23 18.3 18.36 18.17 18.15 18.26 18.34 18.1 18.13 18.08 18.2 18.33 18.22 18.13 18.29 18.31 18.2 18.24 18.27 18.35 18.33 18.43 18.34 18.27 18.11 18.234 12 11 Suministro e instalación de placa de 25x38x5/8" (incluye pintura) C/u 31.43 31.48 31.71 31.82 31.93 31.6 31.55 31.75 31.9 31.47 31.52 31.43 31.65 31.89 31.69 31.52 31.81 31.83 31.64 31.71 31.77 31.91 31.88 32.06 31.89 31.77 31.49 31.694 12 12 Suministro e instalación de placa de 25x50x5/8" (incluye pintura) C/u 41.45 41.52 41.82 41.97 42.12 41.68 41.61 41.88 42.08 41.5 41.57 41.45 41.75 42.06 41.79 41.57 41.95 41.99 41.74 41.82 41.9 42.09 42.05 42.29 42.07 41.9 41.53 41.84 12 13 Suministro e instalación de placa de 25x25x3/8" (incluye pintura) C/u 16.79 16.82 16.93 16.99 17.05 16.88 16.85 16.95 17.03 16.81 16.83 16.79 16.9 17.02 16.92 16.84 16.98 17 16.9 16.93 16.96 17.03 17.02 17.11 17.03 16.96 16.82 16.924 12 14 1PL0.25X0.35X1/4"+2PL0.20X0.35X3/16"+4Pernos #5 con L=45 cms (Incluye pintura) C/u 37.07 37.14 37.43 37.58 37.72 37.29 37.22 37.49 37.68 37.12 37.19 37.07 37.36 37.66 37.4 37.19 37.56 37.59 37.35 37.43 37.5 37.69 37.65 37.88 37.67 37.51 37.15 37.414 12 15 PL0.25X0.50X5/8"+ 2 anclas tipo U de 1/2" (Incluye pintura) C/u 32.64 32.69 32.94 33.07 33.19 32.82 32.77 32.99 33.15 32.68 32.74 32.64 32.88 33.14 32.92 32.74 33.05 33.08 32.87 32.94 33 33.16 33.13 33.32 33.15 33.01 32.7 32.924 12 16 PL0.25X0.50X3/8"+ 2 anclas tipo U de 1/2" (Incluye pintura) C/u 15.43 15.46 15.57 15.63 15.68 15.52 15.49 15.59 15.67 15.45 15.48 15.43 15.54 15.66 15.56 15.48 15.62 15.63 15.54 15.57 15.6 15.67 15.66 15.75 15.66 15.6 15.46 15.564 12 17 Suministro e instalación de placa de 25x25x5/8" (incluye pintura) U 25.63 25.67 25.85 25.94 26.03 25.76 25.72 25.88 26 25.66 25.7 25.63 25.81 25.99 25.83 25.7 25.93 25.95 25.8 25.85 25.9 26.01 25.98 26.13 26 25.9 25.68 25.844 12 18 PL25cmx35cmx3/16"+2PL20cmx35cmx3/16" 4 pernos No 5 grado 60 L= 45 cm (Inc pintura) C/u 54.29 54.38 54.78 54.98 55.18 54.59 54.5 54.85 55.12 54.36 54.45 54.29 54.68 55.09 54.75 54.45 54.96 55 54.67 54.78 54.88 55.13 55.08 55.39 55.11 54.89 54.4 54.754 12 19 Apoyo de VM a solera de corona con ángulo de 2x2x3/16" + 2 Pernos #3 L=30 cms C/u 9.99 10 10.07 10.1 10.14 10.04 10.02 10.08 10.13 10 10.01 9.99 10.05 10.12 10.06 10.01 10.1 10.11 10.05 10.07 10.09 10.13 10.12 10.18 10.13 10.09 10 10.064 12 20 Placa de arriostramiento de 40x55 cms espesor=3/8" (en viga macomber en cumbrera) U 32.51 32.56 32.79 32.91 33.02 32.68 32.63 32.84 32.99 32.55 32.6 32.51 32.74 32.97 32.77 32.6 32.89 32.92 32.73 32.79 32.85 33 32.96 33.15 32.98 32.86 32.57 32.774 12 21 Placa de 0.12mx0.45mx1/4"; Incluye pintura de aceite y anticorrosivo C/u 9.3 9.32 9.38 9.41 9.44 9.35 9.33 9.39 9.43 9.31 9.33 9.3 9.36 9.43 9.37 9.33 9.41 9.41 9.36 9.38 9.39 9.43 9.42 9.47 9.43 9.4 9.32 9.374 12 22 Placa de 0.15mx0.45mx1/4"; Incluye pintura de aceite y anticorrosivo C/u 11.62 11.65 11.71 11.76 11.81 11.68 11.68 11.74 11.8 11.65 11.66 11.62 11.7 11.78 11.71 11.66 11.76 11.76 11.7 11.71 11.74 11.81 11.78 11.84 11.79 11.74 11.65 11.714 12 23 Placa de 0.15mx0.35mx1/4"; Incluye pintura de aceite y anticorrosivo C/u 9.04 9.06 9.11 9.15 9.19 9.08 9.08 9.13 9.18 9.06 9.07 9.04 9.1 9.16 9.11 9.07 9.15 9.15 9.1 9.11 9.13 9.19 9.16 9.21 9.17 9.13 9.06 9.114 12 24 Placa de 0.30mx0.30mx3/8" con pernos #5; Incluye pintura de aceite y anticorrosivo U 37.41 37.47 37.76 37.91 38.05 37.62 37.56 37.82 38.01 37.45 37.52 37.41 37.69 37.99 37.74 37.52 37.89 37.92 37.68 37.76 37.83 38.02 37.98 38.21 38 37.84 37.48 37.744 12 25 Placa de 0.20mx0.30mx3/8" con 2 pernos #5; Incluye pintura de aceite y anticorrosivo C/u 24.23 24.27 24.44 24.54 24.63 24.36 24.32 24.48 24.6 24.26 24.3 24.23 24.4 24.59 24.43 24.3 24.53 24.55 24.4 24.45 24.49 24.61 24.58 24.73 24.6 24.5 24.27 24.434 12 26 ANGULO 2"x2"x3/16" CON ANCLA EXPANSIVA 3/8" @0.50 m M 5.59 5.6 5.64 5.67 5.69 5.62 5.61 5.65 5.68 5.6 5.61 5.59 5.63 5.68 5.64 5.61 5.66 5.67 5.63 5.64 5.66 5.68 5.68 5.71 5.68 5.66 5.6 5.644 12 27 Placa de 0.30mx0.30mx3/8" con pernos #4; Incluye pintura de aceite y anticorrosivo U 32.09 32.14 32.39 32.51 32.64 32.27 32.21 32.44 32.6 32.13 32.18 32.09 32.33 32.58 32.37 32.19 32.5 32.53 32.32 32.39 32.45 32.61 32.57 32.77 32.59 32.46 32.15 32.375 PISOS5 1 1 PISO DE LADRILLO DE CEMENTO 25X25 CMS.(COLOR ROJO) M2 13.34 13.37 13.47 13.53 13.58 13.43 13.4 13.49 13.57 13.36 13.38 13.34 13.45 13.56 13.46 13.38 13.52 13.53 13.45 13.47 13.5 13.57 13.56 13.64 13.56 13.5 13.37 13.475 1 2 PISO DE LADRILLO DE CEMENTO 30X30CMS.DE COLOR M2 15.07 15.09 15.21 15.27 15.33 15.16 15.12 15.23 15.31 15.08 15.11 15.07 15.18 15.31 15.2 15.11 15.26 15.27 15.18 15.21 15.24 15.32 15.3 15.39 15.31 15.24 15.1 15.25 1 3 PISO CON BALDOSA CEMENTO 20X40 M2 12.82 12.84 12.95 13 13.05 12.9 12.87 12.97 13.04 12.84 12.86 12.82 12.92 13.03 12.94 12.86 12.99 13 12.92 12.95 12.97 13.04 13.03 13.1 13.03 12.97 12.85 12.945 1 4 ZOCALO DE CEMENTO 25X7.5 CMS. M 2.35 2.35 2.37 2.38 2.39 2.36 2.35 2.37 2.38 2.35 2.35 2.35 2.36 2.38 2.37 2.35 2.38 2.38 2.36 2.37 2.37 2.38 2.38 2.4 2.38 2.37 2.35 2.375 1 5 ZÓCALO DE CEMENTO 30X7.5CMS. DE COLOR M 2.71 2.72 2.74 2.75 2.76 2.73 2.72 2.74 2.76 2.72 2.72 2.71 2.73 2.76 2.74 2.72 2.75 2.75 2.73 2.74 2.75 2.76 2.76 2.77 2.76 2.75 2.72 2.745 1 6 PISO DE TERRAZO M2 19.76 19.78 19.86 19.9 19.95 19.82 19.8 19.88 19.93 19.77 19.79 19.76 19.84 19.93 19.85 19.79 19.9 19.9 19.84 19.86 19.88 19.94 19.93 19.99 19.93 19.88 19.78 19.865 1 7 PISO DE LADRILLO DE CEMENTO 25X25CM (MOTEADO) M2 14.14 14.17 14.28 14.33 14.39 14.23 14.2 14.3 14.37 14.16 14.18 14.14 14.25 14.37 14.27 14.19 14.33 14.34 14.25 14.28 14.31 14.38 14.36 14.45 14.37 14.31 14.17 14.275 1 8 PISO LADRILLO CEMENTO 25X25 (IMIT. DE TERRAZO) M2 12.63 12.65 12.75 12.8 12.85 12.71 12.68 12.77 12.84 12.65 12.67 12.63 12.73 12.83 12.75 12.67 12.8 12.81 12.73 12.75 12.78 12.84 12.83 12.91 12.84 12.78 12.66 12.755 1 9 ZOCALO DE TERRAZO M 6.07 6.07 6.09 6.1 6.11 6.08 6.08 6.09 6.1 6.07 6.07 6.07 6.08 6.1 6.09 6.07 6.1 6.1 6.08 6.09 6.09 6.1 6.1 6.12 6.1 6.09 6.07 6.095 1 10 ZOCALO DE 30X7.5 IMITACION DE TERRAZO M 2.71 2.72 2.74 2.75 2.76 2.73 2.73 2.74 2.76 2.72 2.72 2.71 2.74 2.76 2.74 2.72 2.75 2.75 2.73 2.74 2.75 2.76 2.76 2.77 2.76 2.75 2.72 2.745 1 11 ZOCALO DE PORCELANATO 41X7.5 CMS M 10.29 10.31 10.39 10.43 10.47 10.35 10.33 10.4 10.46 10.3 10.32 10.29 10.37 10.45 10.38 10.32 10.43 10.43 10.37 10.39 10.41 10.46 10.45 10.51 10.46 10.41 10.31 10.385 1 12 ZOCALO DE CERÁMICA 40X7.5 CMS M 10.4 10.42 10.5 10.54 10.58 10.46 10.44 10.52 10.57 10.41 10.43 10.4 10.48 10.57 10.49 10.43 10.54 10.55 10.48 10.5 10.52 10.57 10.56 10.63 10.57 10.52 10.42 10.495 1 13 LOSA DE PISO EN CISTERNA HO#4 @18CMS A.S. C280 M3 284.77 285.28 287.5 288.67 289.78 286.45 285.94 287.96 289.44 285.14 285.65 284.77 286.99 289.3 287.33 285.68 288.53 288.78 286.9 287.53 288.1 289.53 289.21 291 289.38 288.16 285.37 287.365 1 14 RAMPA A=1.1 C/PRETIL BLOQUE 15 SF Y PIEDRA CTA M 142.81 143.07 144.18 144.77 145.33 143.66 143.4 144.41 145.16 143 143.26 142.81 143.93 145.08 144.1 143.27 144.7 144.83 143.88 144.2 144.49 145.2 145.04 145.94 145.13 144.51 143.11 144.115 1 15 Piso de ladrillo con baldosa de 20x40x5 Color adobe M2 14.9 14.93 15.05 15.12 15.17 15.01 14.97 15.07 15.15 14.91 14.96 14.9 15.03 15.14 15.04 14.96 15.12 15.13 15.03 15.05 15.09 15.16 15.14 15.25 15.14 15.09 14.94 15.04

5 1 16 Mantenimiento de piso con baldosa de 20x40x5 Incluye desengrasado y limpieza y tinte M2 7.57 7.58 7.64 7.67 7.7 7.61 7.6 7.65 7.69 7.58 7.59 7.57 7.63 7.69 7.64 7.59 7.67 7.68 7.63 7.64 7.66 7.7 7.69 7.74 7.69 7.66 7.59 7.645 1 17 Piso de concreto reforzado con electromalla calibre 10 esp=0.12m; f´c=210Kg/cm2 M2 19.65 19.68 19.83 19.91 19.98 19.76 19.72 19.86 19.97 19.67 19.7 19.65 19.8 19.96 19.82 19.7 19.9 19.92 19.79 19.83 19.87 19.97 19.94 20.08 19.96 19.87 19.68 19.825 1 19 PISO DE CONCRETO ESTAMPADO M2 18.44 18.44 18.44 18.44 18.45 18.44 18.44 18.44 18.45 18.44 18.44 18.44 18.44 18.45 18.44 18.44 18.44 18.44 18.44 18.44 18.44 18.45 18.45 18.45 18.45 18.44 18.44 18.445 1 20 Aplicacion de Aditivo para Concreto Antifibra en Piso de Cancha M3 143.02 143.27 144.39 144.97 145.53 143.86 143.6 144.62 145.36 143.2 143.46 143.02 144.13 145.29 144.3 143.47 144.9 145.03 144.09 144.4 144.69 145.4 145.25 146.15 145.33 144.72 143.32 144.325 1 21 Coloc. mortero antifibra para cancha de BKB. M3 149.94 150.21 151.38 151.99 152.58 150.82 150.55 151.62 152.4 150.13 150.4 149.94 151.11 152.32 151.29 150.42 151.92 152.05 151.06 151.39 151.69 152.44 152.28 153.22 152.37 151.72 150.25 151.35 1 23 Reposición de piso concreto f'c=280 kg/cm2 con Ho 3/8 @0.2m M2 37.73 37.8 38.1 38.25 38.4 37.95 37.89 38.15 38.35 37.79 37.86 37.73 38.04 38.34 38.07 37.87 38.22 38.26 38.04 38.1 38.18 38.36 38.34 38.56 38.35 38.18 37.81 38.085 1 24 Piso de concreto e=3 cm f´c=210 kg/cm2 para descanso de gradas M2 14.38 14.4 14.5 14.57 14.63 14.45 14.42 14.53 14.6 14.39 14.41 14.38 14.49 14.59 14.5 14.41 14.56 14.58 14.48 14.5 14.53 14.61 14.59 14.68 14.59 14.53 14.41 14.55 1 25 Piso de concreto 210 Kg/cm2. c/electromalla 6/6 e=7 cms (Incluye trazo y encofrado) M3 210.29 210.64 212.26 213.15 214 211.52 211.09 212.62 213.75 210.55 210.9 210.29 211.91 213.65 212.16 210.92 213.04 213.24 211.84 212.33 212.72 213.8 213.58 214.86 213.7 212.75 210.72 212.185 1 26 Concreteado para piso e=0.10 1L: #3@0.15AS f'c=210 Kg/cm2 (resistente a amb marinos) M2 28.44 28.49 28.72 28.83 28.93 28.62 28.56 28.76 28.89 28.48 28.53 28.44 28.66 28.88 28.69 28.53 28.81 28.84 28.66 28.72 28.77 28.92 28.88 29.05 28.89 28.78 28.52 28.695 2 1 Grada final de piso M 4.15 4.16 4.19 4.21 4.22 4.18 4.17 4.2 4.22 4.16 4.16 4.15 4.18 4.22 4.19 4.16 4.21 4.21 4.18 4.19 4.2 4.22 4.22 4.24 4.22 4.2 4.16 4.195 2 2 FORJA DE GRADA C/LAD.BARROINC.REPELLOHUELLA=30CM M 9.84 9.86 9.94 9.98 10.01 9.9 9.88 9.95 10 9.85 9.87 9.84 9.92 10 9.93 9.87 9.97 9.98 9.92 9.94 9.96 10.01 9.99 10.06 10 9.96 9.86 9.935 2 3 FORJADO GRADA S/PIEDRA CUARTA M 14.6 14.63 14.74 14.8 14.86 14.69 14.66 14.76 14.84 14.62 14.64 14.6 14.71 14.83 14.73 14.65 14.79 14.8 14.71 14.74 14.77 14.84 14.83 14.92 14.84 14.77 14.63 14.735 2 4 GRADAS FORJADAS C/MAMPOST. DE PIEDRA A=0.3 L=1M M 15.21 15.24 15.36 15.42 15.48 15.3 15.27 15.38 15.46 15.23 15.26 15.21 15.33 15.45 15.35 15.26 15.41 15.42 15.32 15.36 15.39 15.46 15.45 15.54 15.46 15.39 15.24 15.355 2 5 GRADA TERMINAL DE PISO LADRILLODE 30X30CM BOCELADO M 13.55 13.57 13.68 13.73 13.79 13.63 13.6 13.7 13.77 13.56 13.59 13.55 13.65 13.76 13.67 13.59 13.73 13.74 13.65 13.68 13.71 13.77 13.76 13.84 13.77 13.71 13.58 13.675 2 6 FRANJA ANTIDESLIZANTE Y MOLDURA P/ARISTA EN GRADAS M 6.15 6.16 6.21 6.24 6.26 6.19 6.18 6.22 6.25 6.16 6.17 6.15 6.2 6.25 6.21 6.17 6.23 6.24 6.2 6.21 6.22 6.26 6.25 6.29 6.25 6.23 6.17 6.215 2 7 Grada forjada con bloque de concreto de 15cm huella min 0.30m y contrahuella max de 0.175m inc rep M2 34.17 34.22 34.5 34.63 34.78 34.38 34.31 34.58 34.74 34.22 34.28 34.17 34.42 34.73 34.47 34.28 34.63 34.66 34.42 34.5 34.59 34.76 34.71 34.93 34.73 34.59 34.25 34.475 2 8 Grada forjada con bloque de concreto de 20cm huella min 0.30m y contrahuella max de 0.175m inc rep M2 36.94 36.97 37.27 37.41 37.57 37.14 37.05 37.35 37.53 36.96 37.02 36.94 37.19 37.5 37.24 37.03 37.4 37.45 37.18 37.27 37.35 37.54 37.5 37.73 37.52 37.36 37 37.245 2 9 Franja antideslizante de 2" de ancho M 2.92 2.92 2.95 2.96 2.97 2.94 2.93 2.95 2.97 2.92 2.93 2.92 2.94 2.97 2.95 2.93 2.96 2.96 2.94 2.95 2.95 2.97 2.96 2.98 2.97 2.95 2.93 2.955 2 10 GRADA ESTRUCTURA METÁLICA Y PELDAÑO COLADO DE CONCRETO f'c = 210 kg/cm2 C/u 37.66 37.76 38.07 38.21 38.36 37.92 37.85 38.12 38.32 37.75 37.81 37.66 38.01 38.3 38.04 37.81 38.18 38.22 37.96 38.07 38.13 38.34 38.29 38.49 38.31 38.14 37.77 38.065 2 11 Gradas de bloque de 10 ancho 0.60 (acceso a letrina abonera de 2 camaras) C/u 43.78 43.83 44.18 44.36 44.54 44.03 43.94 44.27 44.51 43.81 43.89 43.78 44.12 44.46 44.15 43.89 44.35 44.39 44.09 44.19 44.29 44.52 44.45 44.72 44.5 44.3 43.83 44.155 2 12 Forjado de gradas de concreto simple huella de 0.40m y contrahuella de 0.20m M 9.46 9.49 9.55 9.59 9.63 9.52 9.5 9.56 9.61 9.47 9.5 9.46 9.53 9.61 9.54 9.5 9.58 9.59 9.53 9.55 9.56 9.61 9.61 9.67 9.61 9.56 9.49 9.545 3 1 PISO ENCEMENTADO T/ACERA S/PIEDRA CUARTA M2 20.93 20.96 21.13 21.21 21.29 21.05 21.01 21.16 21.27 20.95 20.99 20.93 21.09 21.26 21.11 20.99 21.2 21.22 21.08 21.13 21.17 21.28 21.25 21.38 21.27 21.17 20.97 21.125 3 2 PISO ENCEMENTADO T/ACERA S/LAD.BARRO (INC. BOCEL) M2 26.99 27.04 27.25 27.36 27.47 27.15 27.1 27.3 27.44 27.03 27.08 26.99 27.21 27.42 27.24 27.08 27.35 27.37 27.2 27.25 27.31 27.44 27.41 27.59 27.43 27.32 27.05 27.245 3 3 PISO CONCRETO SIMPLE CONCRETO 1:2:4 M2 8.6 8.61 8.68 8.71 8.75 8.65 8.63 8.69 8.74 8.61 8.62 8.6 8.66 8.73 8.67 8.62 8.71 8.72 8.66 8.68 8.7 8.74 8.73 8.78 8.74 8.7 8.61 8.675 3 4 REPARACIÓN DE PISO ENCEMENTADO T/ACERA S/PIEDRA 4A M2 19.83 19.86 20.02 20.1 20.18 19.95 19.91 20.05 20.15 19.85 19.89 19.83 19.98 20.14 20.01 19.89 20.09 20.11 19.98 20.02 20.06 20.16 20.14 20.26 20.15 20.06 19.87 20.015 3 5 TERMINACIÓN PISO CANCHA S=0.5% CONC.1:2:2REP.1:4 M2 4.43 4.44 4.47 4.49 4.51 4.45 4.45 4.48 4.5 4.43 4.44 4.43 4.46 4.5 4.47 4.44 4.49 4.49 4.46 4.47 4.48 4.5 4.5 4.53 4.5 4.48 4.44 4.475 3 6 PISO CANCHA(15 CMS.EMPEDRADOFRAGUADOCONC.1:2:2) M2 21.52 21.55 21.72 21.8 21.9 21.65 21.59 21.75 21.88 21.54 21.58 21.52 21.69 21.87 21.71 21.58 21.79 21.81 21.68 21.72 21.76 21.88 21.86 21.98 21.87 21.77 21.56 21.715 3 7 Piedra cuarta fraguada y concreto de e=0.10m f'c=210Kg/cm2 con refuerzo #3@0.25m A. S. M2 33.93 34 34.25 34.4 34.54 34.13 34.06 34.31 34.5 33.98 34.03 33.93 34.18 34.47 34.24 34.04 34.38 34.42 34.17 34.26 34.33 34.52 34.45 34.68 34.49 34.34 34.01 34.245 3 8 CONCRETEADO 1:2:2.5 E=10 CM M2 14.59 14.62 14.73 14.79 14.85 14.68 14.65 14.75 14.83 14.61 14.63 14.59 14.7 14.82 14.72 14.64 14.78 14.79 14.7 14.73 14.76 14.83 14.82 14.91 14.83 14.76 14.62 14.725 3 9 CONCRETEADO 1:2:2.5 E= 5CM Í ¼" A 25 CM A.S. M2 13.21 13.24 13.34 13.39 13.45 13.29 13.27 13.36 13.43 13.23 13.25 13.21 13.32 13.42 13.33 13.26 13.39 13.4 13.31 13.34 13.37 13.43 13.42 13.5 13.43 13.37 13.24 13.335 3 10 CONCRETEADO 1:2:2.5 E= 5CM C/ELECTROMALLAPLASTOC. M2 13.16 13.18 13.29 13.34 13.39 13.24 13.21 13.31 13.38 13.18 13.2 13.16 13.26 13.37 13.28 13.2 13.33 13.34 13.26 13.29 13.31 13.38 13.37 13.45 13.37 13.32 13.19 13.285 3 11 CONCRETEADO 1:2:3 E=4CM. M2 6.07 6.08 6.13 6.16 6.18 6.11 6.1 6.14 6.17 6.08 6.09 6.07 6.12 6.17 6.13 6.09 6.15 6.16 6.12 6.13 6.15 6.18 6.17 6.21 6.17 6.15 6.09 6.135 3 12 PISO CONCRETO ARM.FC=175K/C.E=15CM.#3A 20 A.S.C/JU M2 30.03 30.08 30.32 30.44 30.56 30.21 30.15 30.36 30.52 30.07 30.12 30.03 30.26 30.51 30.3 30.12 30.42 30.45 30.25 30.32 30.38 30.53 30.5 30.68 30.52 30.38 30.09 30.35 3 13 CONCRETEADO 1:2:3 REF.#2 A 25CM.A.S.C/JUNTA M3 200.81 201.16 202.74 203.55 204.35 202 201.62 203.05 204.11 201.06 201.42 200.81 202.38 204.01 202.62 201.44 203.45 203.63 202.32 202.76 203.15 204.17 203.95 205.2 204.07 203.19 201.22 202.645 3 14 CONCRETEADO 1:2:2 REF.#2(1/4") A C. 15CM. M3 216.57 216.95 218.65 219.53 220.39 217.86 217.45 218.99 220.13 216.85 217.23 216.57 218.26 220.02 218.52 217.25 219.42 219.61 218.2 218.67 219.1 220.19 219.96 221.31 220.09 219.14 217.02 218.545 3 15 LOSA DE CONCRETO E=6CM HO#2 @25CMS A.S. M2 32.04 32.1 32.35 32.48 32.6 32.23 32.17 32.4 32.56 32.08 32.14 32.04 32.29 32.55 32.33 32.14 32.46 32.49 32.28 32.35 32.41 32.57 32.54 32.74 32.56 32.42 32.1 32.335 3 16 PISO LADRILLO DE BARRO CUATRAPEADO JUNTA DE ARENA M2 17.82 17.85 17.99 18.07 18.14 17.93 17.9 18.02 18.11 17.85 17.88 17.82 17.96 18.11 17.99 17.88 18.06 18.08 17.96 18 18.03 18.12 18.1 18.22 18.11 18.04 17.86 17.995 3 17 CONCRETO LAVADO 3CMS.CON/CHISPANIVELAR C/PULIDORA M2 4.66 4.67 4.71 4.73 4.75 4.69 4.68 4.72 4.74 4.67 4.68 4.66 4.7 4.74 4.71 4.68 4.72 4.73 4.7 4.71 4.72 4.74 4.74 4.77 4.74 4.72 4.67 4.715 3 18 ACERA M2 16.3 16.33 16.46 16.53 16.59 16.4 16.37 16.49 16.57 16.32 16.35 16.3 16.43 16.56 16.45 16.35 16.52 16.53 16.43 16.46 16.49 16.58 16.56 16.66 16.57 16.5 16.34 16.455 3 19 CONCRETEADO 1:2:2.5 E= 6CM Í ¼" A 25 CM A.S. M2 14.61 14.65 14.76 14.83 14.88 14.71 14.69 14.79 14.86 14.64 14.68 14.61 14.74 14.86 14.76 14.68 14.83 14.83 14.74 14.76 14.8 14.87 14.85 14.95 14.86 14.8 14.65 14.765 3 20 Resanado de acera incluye escarificado y repello con mortero 1:3 espesor=2 cm M2 5.88 5.9 5.94 5.97 5.99 5.92 5.91 5.94 5.98 5.9 5.91 5.88 5.93 5.98 5.94 5.91 5.96 5.97 5.93 5.94 5.95 5.98 5.97 6.01 5.98 5.95 5.91 5.945 3 26 PISO ENCEMENTADO T/ACERA S/PIEDRA CUARTA 7 cms de concreto 140 Kg/cm2 M2 26.92 26.99 27.18 27.29 27.39 27.09 27.03 27.23 27.35 26.97 27.01 26.92 27.12 27.34 27.16 27.01 27.29 27.29 27.12 27.19 27.23 27.36 27.34 27.49 27.34 27.24 26.99 27.165 3 28 Piso de concreto 140 Kg/cm2. c/ ref. No. 2 @ 25 cms E= 7 cms. Sobre piedra cuarta. E= 15 cms. M2 31.22 31.31 31.54 31.67 31.79 31.43 31.36 31.59 31.74 31.27 31.33 31.22 31.47 31.72 31.51 31.33 31.65 31.67 31.46 31.55 31.59 31.75 31.72 31.91 31.73 31.61 31.31 31.515 3 29 Piso de concreto 180 Kg/cm2. electromalla 6x6 Cal 9/9 E= 7.50cms M2 14.82 14.86 14.96 15.01 15.08 14.9 14.88 14.97 15.06 14.85 14.87 14.82 14.94 15.05 14.95 14.87 15.01 15.02 14.94 14.96 14.98 15.07 15.05 15.13 15.05 14.98 14.86 14.955 3 30 Acera de puente vehicular e=15 cm con ref #4@0.25 A. S. Concreto f'c=245 Kg/cm2 inc encofrado M2 42.36 42.41 42.74 42.92 43.11 42.6 42.52 42.81 43.05 42.39 42.47 42.36 42.68 43.03 42.72 42.47 42.89 42.95 42.66 42.74 42.83 43.08 43.02 43.3 43.05 42.84 42.42 42.735 3 31 Acera de puente vehicular e=15 cm con ref 5#4+ ref#3@0.20 Concreto f'c=280 Kg/cm2 inc encofrado M2 32.92 32.99 33.24 33.37 33.49 33.11 33.06 33.28 33.45 32.98 33.03 32.92 33.17 33.43 33.21 33.03 33.33 33.38 33.16 33.24 33.3 33.47 33.43 33.63 33.44 33.3 32.99 33.215 4 1 PISO DE CERAMICA (41*41) M2 21.73 21.76 21.92 22 22.08 21.85 21.81 21.95 22.06 21.75 21.79 21.73 21.88 22.05 21.91 21.79 21.99 22.01 21.88 21.92 21.96 22.06 22.04 22.17 22.05 21.96 21.77 21.915 4 2 CERAMICA ANTIDESLIZANTE 41*41 y ceramica de taco de 10x10 M2 34.53 34.6 34.87 35.01 35.14 34.74 34.67 34.92 35.1 34.58 34.64 34.53 34.8 35.09 34.85 34.64 34.99 35.02 34.79 34.87 34.94 35.11 35.08 35.29 35.1 34.94 34.61 34.855 4 3 PISO ANTIDESLIZANTE (33*33) M2 16.54 16.55 16.6 16.62 16.65 16.58 16.56 16.61 16.64 16.54 16.55 16.54 16.59 16.64 16.59 16.55 16.62 16.62 16.58 16.6 16.61 16.64 16.64 16.67 16.64 16.61 16.55 16.595 4 4 ZOCALO DE CERAMICA DE 8X33CMS. M 2.63 2.63 2.65 2.66 2.67 2.64 2.64 2.66 2.67 2.63 2.63 2.63 2.65 2.67 2.65 2.64 2.66 2.66 2.65 2.65 2.66 2.67 2.67 2.68 2.67 2.66 2.63 2.655 4 5 PISO CERAMICO DE 33X33CM M2 16.39 16.42 16.55 16.61 16.68 16.49 16.46 16.57 16.66 16.41 16.44 16.39 16.52 16.65 16.54 16.44 16.6 16.62 16.51 16.55 16.58 16.66 16.64 16.75 16.65 16.58 16.42 16.545 4 6 CERAMICA ANTIDESLIZANTE EN BAÑOS M2 24.65 24.68 24.81 24.88 24.94 24.75 24.72 24.84 24.93 24.67 24.7 24.65 24.78 24.92 24.8 24.7 24.87 24.88 24.78 24.81 24.84 24.93 24.91 25.01 24.92 24.85 24.69 24.85 4 7 PISO ANTIDESLIZANTE (33*33) M2 19.18 19.21 19.36 19.44 19.51 19.29 19.25 19.39 19.49 19.2 19.23 19.18 19.33 19.48 19.35 19.24 19.43 19.44 19.32 19.36 19.4 19.5 19.48 19.6 19.49 19.4 19.22 19.355 4 8 PISO DE CERAMICA 40X40CMS M2 24.78 24.83 25.02 25.12 25.22 24.93 24.88 25.06 25.19 24.81 24.86 24.78 24.97 25.17 25 24.86 25.11 25.13 24.97 25.02 25.07 25.19 25.17 25.32 25.18 25.07 24.83 25.015 4 9 ZOCALO DE CERAMICA ALTO TRAFICO 10X33CM M 4.39 4.4 4.43 4.45 4.47 4.42 4.41 4.44 4.46 4.4 4.41 4.39 4.43 4.46 4.43 4.41 4.45 4.45 4.42 4.43 4.44 4.46 4.46 4.49 4.46 4.44 4.4 4.435 4 10 ENCHAPADO DE CARAMICA 30X30CMS M2 11.9 11.92 12.01 12.06 12.11 11.97 11.95 12.03 12.1 11.92 11.94 11.9 11.99 12.09 12.01 11.94 12.06 12.07 11.99 12.02 12.04 12.1 12.09 12.16 12.09 12.04 11.93 12.015 4 13 Base de concreto e=7cms con ref#2@0.20 A.S. concreto 180Kg/cm2 acero G40 M2 15.19 15.22 15.31 15.39 15.44 15.26 15.24 15.35 15.43 15.22 15.23 15.19 15.3 15.43 15.31 15.23 15.38 15.39 15.29 15.31 15.36 15.43 15.42 15.5 15.43 15.37 15.22 15.315 4 16 ZOCALO DE PORCELANATO H= 7 CMS. PIEZAS DE 40 CMS. DE LONG. M 3.38 3.38 3.41 3.42 3.43 3.4 3.39 3.41 3.43 3.38 3.39 3.38 3.4 3.43 3.41 3.39 3.42 3.42 3.4 3.41 3.41 3.43 3.43 3.45 3.43 3.41 3.38 3.415 4 17 Piso antideslizante de 0.30x0.30m; incluye base de concreto e=10cm f'c=210Kg/cm2 M2 34.86 34.91 35.18 35.33 35.48 35.06 35 35.24 35.42 34.91 34.96 34.86 35.12 35.41 35.17 34.96 35.32 35.34 35.11 35.18 35.25 35.42 35.4 35.6 35.42 35.26 34.93 35.175 5 3 BALDOSA DE BARRO M2 17.59 17.62 17.76 17.83 17.9 17.7 17.66 17.79 17.88 17.61 17.64 17.59 17.73 17.87 17.75 17.65 17.82 17.84 17.73 17.76 17.8 17.89 17.87 17.98 17.88 17.8 17.63 17.755 5 4 Piso de Gramoquin de 10x45x45cms M2 12.44 12.46 12.56 12.61 12.66 12.51 12.49 12.58 12.64 12.45 12.48 12.44 12.54 12.64 12.55 12.48 12.6 12.61 12.53 12.56 12.58 12.65 12.63 12.71 12.64 12.59 12.46 12.555 5 5 Durapax para Modulo Flotante de Muelle M3 205.13 205.5 207.1 207.94 208.74 206.34 205.97 207.42 208.49 205.39 205.76 205.13 206.73 208.39 206.97 205.78 207.83 208.02 206.66 207.12 207.53 208.55 208.33 209.62 208.45 207.57 205.56 206.995 5 6 Suministro e instalacion de adoquin ecologico de 45x45x10 cms. sobre capa de arena de 5 cms. M2 9.59 9.61 9.69 9.72 9.75 9.64 9.63 9.71 9.75 9.61 9.63 9.59 9.67 9.74 9.68 9.63 9.72 9.72 9.66 9.69 9.71 9.75 9.74 9.8 9.75 9.71 9.61 9.685 5 7 Suministro e instalación de mini-cuadrado de color 10x10x8 M2 31.33 31.4 31.63 31.75 31.9 31.52 31.47 31.69 31.85 31.38 31.43 31.33 31.58 31.84 31.61 31.43 31.74 31.77 31.57 31.63 31.7 31.86 31.83 32.02 31.85 31.71 31.41 31.615 5 8 Porcelanato pulido (con brillo) de 60x60 (Incluye base de concreto de 7 cms) M2 40.63 40.69 41 41.17 41.35 40.85 40.79 41.08 41.31 40.68 40.76 40.63 40.94 41.28 41 40.76 41.16 41.21 40.93 41.02 41.09 41.33 41.26 41.53 41.3 41.09 40.72 415 5 9 Zocalo de porcelanato pulido (con brillo) de 40x10 M 1.76 1.76 1.78 1.78 1.78 1.76 1.76 1.78 1.78 1.76 1.76 1.76 1.76 1.78 1.78 1.76 1.78 1.78 1.76 1.78 1.78 1.78 1.78 1.79 1.78 1.78 1.76 1.785 5 10 Franja de 0.20m de ancho con mini-cuadrado de color chocolate 10x10x8 M 6.26 6.28 6.33 6.35 6.38 6.31 6.3 6.34 6.37 6.27 6.29 6.26 6.32 6.37 6.32 6.29 6.35 6.35 6.32 6.33 6.34 6.37 6.36 6.4 6.37 6.34 6.29 6.325 5 11 Piso de concreto coloreado con ref electromalla 6/6 calibre 10/10 e=10cm y f'c=180 Kgf/cm2 M2 16.55 16.57 16.7 16.78 16.84 16.65 16.61 16.72 16.82 16.57 16.59 16.55 16.67 16.81 16.69 16.59 16.76 16.78 16.67 16.7 16.73 16.83 16.81 16.91 16.82 16.73 16.58 16.695 5 12 Rampas de concreto de alto trafico con color integral e=10cms (color beige o fiesta) inc electromalla calibre 9 M2 17.65 17.67 17.82 17.88 17.96 17.75 17.72 17.84 17.93 17.67 17.7 17.65 17.78 17.92 17.81 17.7 17.88 17.89 17.77 17.82 17.84 17.93 17.92 18.02 17.93 17.85 17.68 17.815 5 13 Enchapado de piso con piedra laja M2 27.51 27.56 27.76 27.87 27.99 27.67 27.62 27.81 27.95 27.54 27.59 27.51 27.71 27.94 27.75 27.59 27.87 27.89 27.71 27.76 27.82 27.96 27.93 28.1 27.95 27.83 27.56 27.755 5 14 Suministro y montaje de fibro cemento de e=1¼" M2 22.08 22.12 22.27 22.36 22.43 22.2 22.17 22.31 22.41 22.11 22.15 22.08 22.24 22.4 22.26 22.15 22.35 22.36 22.23 22.28 22.32 22.41 22.39 22.52 22.4 22.32 22.13 22.265 5 15 Piso de concreto coloreado e=0.05m; f´c=180Kg/cm2 M2 7.78 7.79 7.85 7.88 7.91 7.82 7.81 7.86 7.9 7.79 7.8 7.78 7.84 7.9 7.85 7.8 7.87 7.88 7.84 7.85 7.86 7.9 7.89 7.95 7.9 7.87 7.8 7.856 PUERTAS6 1 1 PUERTA ESTRUCTURA DE CEDRO Y FORRO DE PLYWOOD M2 105.55 105.74 106.56 106.99 107.41 106.17 105.98 106.73 107.28 105.69 105.87 105.55 106.37 107.23 106.5 105.89 106.94 107.04 106.34 106.57 106.78 107.31 107.2 107.86 107.26 106.8 105.77 106.516 1 2 PUERTA ESTRUCT.DE CEDRO Y FORRO DE FIBROLITE M2 103.33 103.52 104.33 104.75 105.15 103.95 103.76 104.49 105.03 103.47 103.65 103.33 104.14 104.98 104.26 103.67 104.7 104.79 104.11 104.34 104.54 105.06 104.95 105.6 105.01 104.56 103.55 104.286 1 3 PUERTA ESTRUCTURA DE PINO Y FORRO DE PLYWOOD M2 63.63 63.74 64.24 64.5 64.75 64.01 63.89 64.34 64.67 63.71 63.83 63.63 64.13 64.64 64.2 63.83 64.47 64.53 64.11 64.25 64.37 64.69 64.62 65.02 64.66 64.39 63.76 64.216 1 4 PUERTA 0.7X1.55 MARCO CEDRO 2 FORRO PLYWOOD U 94.4 94.57 95.31 95.7 96.06 94.96 94.79 95.46 95.95 94.52 94.69 94.4 95.14 95.9 95.25 94.7 95.65 95.73 95.11 95.32 95.51 95.98 95.87 96.47 95.93 95.52 94.6 95.266 1 5 PUERTA ESTRUC. CEDRO Y FORRO PLYWOOD (0.90X2.10)MT U 195.76 196.11 197.64 198.44 199.2 196.91 196.56 197.95 198.97 196.01 196.37 195.76 197.29 198.87 197.52 196.39 198.34 198.52 197.23 197.66 198.05 199.03 198.81 200.05 198.93 198.09 196.17 197.546 1 6 PUERTA ESTRUC. CEDRO Y FORRO PLYWOOD (0.70X2.10)M U 186.98 187.32 188.77 189.54 190.27 188.08 187.74 189.07 190.05 187.22 187.56 186.98 188.44 189.95 188.66 187.58 189.45 189.61 188.38 188.79 189.17 190.1 189.9 191.07 190.01 189.2 187.37 188.686 1 7 PUERTA 1X2.25M 2F PLYWOOD SELLADOR Y TINTE U 112.04 112.24 113.11 113.57 114.01 112.7 112.5 113.29 113.87 112.18 112.38 112.04 112.91 113.82 113.05 112.4 113.52 113.62 112.88 113.12 113.35 113.91 113.78 114.49 113.85 113.37 112.27 113.066 1 8 PUERTA 2F FIBROLIT 0.6X2.2M C/CHAPA SIN ACABADO U 76.53 76.67 77.27 77.58 77.88 76.99 76.85 77.39 77.79 76.63 76.77 76.53 77.13 77.75 77.22 76.78 77.54 77.61 77.11 77.28 77.43 77.81 77.73 78.21 77.77 77.44 76.7 77.236 1 9 PUERTA 2F FIBROLIT 0.6X1.55M C/CHAPA SIN ACABADO U 76.53 76.67 77.27 77.58 77.88 76.99 76.85 77.39 77.79 76.63 76.77 76.53 77.13 77.75 77.22 76.78 77.54 77.61 77.11 77.28 77.43 77.81 77.73 78.21 77.77 77.44 76.7 77.236 1 10 PUERTA 2F FIBROLIT 0.8X2.2 C/CHAPA SIN ACABADO U 76.53 76.67 77.27 77.58 77.88 76.99 76.85 77.39 77.79 76.63 76.77 76.53 77.13 77.75 77.22 76.78 77.54 77.61 77.11 77.28 77.43 77.81 77.73 78.21 77.77 77.44 76.7 77.236 1 11 PUERTA DE MADERA FORRO LAMINA DE HIERRO U 176.24 176.56 177.93 178.66 179.34 177.28 176.96 178.22 179.13 176.47 176.79 176.24 177.62 179.04 177.83 176.8 178.57 178.73 177.56 177.95 178.3 179.18 178.99 180.1 179.1 178.34 176.61 177.846 1 12 PUERTA DE CEDRO 2F DE PLYWOOD DE 0.90 X 2.0 MTS. U 190.03 190.38 191.86 192.64 193.38 191.16 190.81 192.16 193.15 190.28 190.62 190.03 191.52 193.06 191.74 190.64 192.54 192.71 191.46 191.88 192.26 193.21 193 194.2 193.11 192.3 190.43 191.766 1 13 Puerta de madera 1.0x2.20 con estructura de cedro y forro de plywood ambas caras Inc cierra puerta U 260.55 261.01 263.03 264.12 265.12 262.06 261.6 263.45 264.8 260.88 261.36 260.55 262.56 264.68 262.88 261.37 263.99 264.21 262.49 263.05 263.59 264.89 264.61 266.24 264.76 263.64 261.09 262.916 1 14 PUERTA DF PLYWOOD 1X2.1M C/SELLADOR Y TINTE U 71.36 71.49 72.05 72.34 72.62 71.78 71.65 72.16 72.53 71.45 71.58 71.36 71.92 72.5 72 71.59 72.3 72.37 71.9 72.05 72.2 72.55 72.47 72.92 72.52 72.21 71.51 72.016 1 15 Puerta de madera con estruc. cedro y forro de plywood 1/4" 2.0x1.0 (incl mocheta y chapa) C/u 242.54 243 244.88 245.91 246.89 243.99 243.55 245.27 246.54 242.87 243.33 242.54 244.48 246.43 244.75 243.34 245.72 245.98 244.35 244.93 245.37 246.62 246.37 247.86 246.47 245.41 243.1 244.776 1 16 Puerta de madera con estruc. cedro y forro de plywood 1/4" 2.20x0.85 ((incl mocheta met. y chapa) C/u 240.11 240.55 242.3 243.28 244.22 241.48 241.06 242.69 243.89 240.43 240.83 240.11 241.92 243.79 242.16 240.85 243.11 243.34 241.8 242.36 242.8 243.97 243.73 245.14 243.83 242.82 240.61 242.186 1 17 Estructura de cedro y doble forro de plywood de 1/4" (puertas de madera) M2 47.17 47.26 47.62 47.82 48 47.45 47.36 47.7 47.94 47.23 47.32 47.17 47.54 47.92 47.6 47.32 47.79 47.84 47.52 47.63 47.72 47.96 47.91 48.2 47.94 47.73 47.27 47.66 1 18 PUERTA DE CEDRO 6 TABLEROS INCLUYE MOCHETA Y CHAPA U 316.95 317.53 320 321.3 322.53 318.83 318.25 320.5 322.15 317.37 317.94 316.95 319.43 321.99 319.81 317.97 321.14 321.42 319.33 320.03 320.66 322.25 321.9 323.9 322.09 320.73 317.62 319.846 1 19 Puerta 2.10 x 0.85 mts. con estructura de cedro forro de plywood 2 caras. chambranas de cedro. C/u 200.61 200.97 202.54 203.36 204.14 201.8 201.43 202.86 203.9 200.87 201.23 200.61 202.18 203.8 202.42 201.25 203.26 203.44 202.12 202.56 202.96 203.96 203.74 205.01 203.86 203 201.03 202.446 1 20 PUERTA DE ESTRUC. DE MADERA Y FORRO DE LAMINA LISA GALV. 1 CARA (1.8X0.8 C/u 48.59 48.68 49.06 49.26 49.45 48.88 48.79 49.14 49.39 48.66 48.75 48.59 48.97 49.37 49.03 48.75 49.24 49.28 48.96 49.07 49.16 49.41 49.35 49.66 49.38 49.17 48.7 49.046 1 21 Puerta de 1.8x0.56 estructura madera y forro lamina lisa U 38.01 38.08 38.37 38.53 38.68 38.23 38.16 38.43 38.63 38.06 38.13 38.01 38.3 38.61 38.35 38.13 38.51 38.54 38.29 38.38 38.45 38.64 38.6 38.84 38.62 38.46 38.09 38.356 1 22 Puerta de madera 0.9x2.1 mts. estruc. de cedro doble forro. visor de vidrio 5 mm de 30x30 cms. C/u 150.72 150.99 152.17 152.79 153.38 151.61 151.34 152.41 153.19 150.92 151.19 150.72 151.9 153.12 152.08 151.21 152.71 152.85 151.85 152.19 152.49 153.24 153.07 154.02 153.16 152.52 151.04 152.16 1 23 Puerta de 0.8x2.1m estruc. riostras cedro 2 forro plywood pintura aceite chapa bisagra C/u 165.32 165.62 166.91 167.58 168.23 166.29 166 167.17 168.03 165.53 165.83 165.32 166.61 167.95 166.81 165.85 167.5 167.65 166.56 166.92 167.25 168.08 167.9 168.94 168 167.29 165.67 166.826 1 24 Puerta 1x2.1 estruc. riostras de cedro y 2 forro de plywood chapa bisagra y pintura de aceite U 188.2 188.53 190 190.77 191.51 189.31 188.97 190.3 191.28 188.44 188.78 188.2 189.66 191.19 189.89 188.8 190.68 190.85 189.61 190.02 190.4 191.34 191.13 192.32 191.24 190.43 188.59 189.916 1 25 Puerta madera con estruc cedro y forro de plywood 1/4" (Inc. mocheta chapa y brazo mec) M2 137.43 137.68 138.75 139.34 139.88 138.25 138 138.98 139.69 137.62 137.86 137.43 138.52 139.63 138.68 137.87 139.23 139.37 138.46 138.77 139.02 139.73 139.59 140.44 139.66 139.05 137.74 138.686 1 26 Puerta madera cedro y forro plywood 1/4" C/PL de plomo 2.20x2.0 (Inc. moch. met chapa) C/u 1313.78 1316.12 1326.27 1331.62 1336.69 1321.44 1319.12 1328.36 1335.12 1315.46 1317.81 1313.78 1323.94 1334.47 1325.48 1317.94 1330.97 1332.12 1323.54 1326.4 1329.01 1335.53 1334.09 1342.31 1334.86 1329.26 1316.5 1325.62

6 1 27 Puerta madera cedro y forro plywood 1/4" C/PL de plomo 2.20x0.80 (Inc. moch. met chapa) U 551.79 552.78 557.03 559.28 561.41 555 554.03 557.92 560.75 552.49 553.48 551.79 556.06 560.47 556.7 553.53 559.01 559.49 555.89 557.09 558.18 560.93 560.31 563.77 560.64 558.29 552.93 556.766 1 28 Puerta 3.40x11 division movil c/riel y rodos ho inox. estr. panel MDF 3/8" y marco tubo ind. 2x1 C/u 3290.98 3296.9 3322.57 3336.07 3348.9 3310.4 3304.47 3327.84 3344.95 3295.26 3301.18 3290.98 3316.65 3343.31 3320.6 3301.51 3334.42 3337.38 3315.66 3322.9 3329.48 3345.94 3342.32 3363.05 3344.29 3330.14 3297.89 3320.936 1 29 Puerta de madera 0.80x2.20 con estructura de cedro y forro de plywood ambas caras Inc cierra puerta C/u 231.98 232.39 234.19 235.15 236.04 233.32 232.92 234.58 235.75 232.26 232.69 231.98 233.77 235.64 234.05 232.72 235.04 235.23 233.7 234.21 234.67 235.84 235.58 237.04 235.7 234.71 232.46 234.086 1 30 Puerta madera cedro y forro plywood 1/4" C/PL de plomo (Inc. moch. met chapa) M2 298.62 299.16 301.46 302.68 303.83 300.37 299.84 301.94 303.47 299.01 299.54 298.62 300.93 303.33 301.28 299.57 302.53 302.79 300.84 301.49 302.08 303.57 303.24 305.11 303.41 302.14 299.24 301.316 1 31 Puerta P-1 de 0.65x1.75 de lámina galvanizada inc estructura de madera de pino mocheta y pintura C/u 48.81 48.9 49.28 49.48 49.67 49.1 49.01 49.36 49.61 48.87 48.96 48.81 49.19 49.59 49.25 48.97 49.45 49.5 49.18 49.28 49.38 49.63 49.57 49.88 49.6 49.39 48.91 49.256 1 33 Reparación de portón de madera altura=1.92m ancho=2.56m C/u 81.74 81.89 82.52 82.86 83.18 82.22 82.07 82.65 83.08 81.84 81.99 81.74 82.38 83.04 82.47 82 82.82 82.89 82.35 82.53 82.7 83.1 83.01 83.53 83.06 82.71 81.91 82.486 1 34 Desmontaje limpieza reparación corte y pintura de colocación de puerta de madera de 2.10x0.75m U 31.74 31.8 32.05 32.18 32.3 31.93 31.87 32.1 32.27 31.79 31.84 31.74 31.99 32.25 32.03 31.85 32.16 32.19 31.98 32.05 32.12 32.28 32.24 32.44 32.26 32.12 31.81 32.036 1 35 Desmontaje limpieza reparación corte y pintura de colocación de puerta de madera de 1.85x1.0m U 30.68 30.74 30.98 31.1 31.22 30.86 30.81 31.03 31.19 30.72 30.78 30.68 30.92 31.17 30.96 30.78 31.09 31.12 30.91 30.98 31.04 31.2 31.16 31.36 31.18 31.05 30.75 30.966 2 1 PUERTA 1X2.1 TUBO 1PUL 2FORRO 1/16 MOCH<1 1/2X3/16 U 195.7 196.06 197.58 198.38 199.15 196.86 196.51 197.9 198.91 195.96 196.31 195.7 197.23 198.82 197.47 196.33 198.29 198.46 197.17 197.6 197.99 198.97 198.76 199.99 198.87 198.03 196.11 197.486 2 2 Puerta metálica de 0.60x1.60m c/tubo de 1x1; doble forro lámina 1/16" y contramarco de L1½"X1½X3/16" U 140.05 140.3 141.4 141.97 142.52 140.88 140.63 141.62 142.35 140.23 140.48 140.05 141.14 142.28 141.31 140.5 141.9 142.03 141.1 141.41 141.69 142.39 142.24 143.12 142.32 141.72 140.35 141.336 2 3 M2 39.83 39.9 40.21 40.38 40.53 40.07 39.99 40.28 40.48 39.88 39.95 39.83 40.14 40.46 40.19 39.96 40.36 40.39 40.13 40.22 40.3 40.5 40.45 40.7 40.48 40.3 39.91 40.196 2 4 PORTON 1X2.0M <1½X1/8"TUBO1X1" U 74.29 74.42 75 75.3 75.6 74.73 74.59 75.12 75.51 74.38 74.52 74.29 74.87 75.47 74.96 74.53 75.27 75.33 74.84 75.01 75.16 75.53 75.45 75.91 75.49 75.17 74.44 74.966 2 5 PUERTA P-3 1X2.1M ANG. 1½"X1/8" TUBO 1"X1"(1FORRO) U 85.38 85.53 86.2 86.55 86.88 85.88 85.73 86.34 86.78 85.49 85.64 85.38 86.05 86.74 86.15 85.65 86.51 86.58 86.02 86.21 86.38 86.81 86.71 87.25 86.76 86.4 85.56 86.166 2 6 P-3 1X2.1M ANG.1½X1/8"TUBO 1X1"C/TRAN.1X0.5M(S.S) U 84.86 85.01 85.67 86.02 86.35 85.36 85.21 85.81 86.25 84.97 85.12 84.86 85.52 86.21 85.62 85.13 85.98 86.06 85.5 85.68 85.85 86.28 86.18 86.72 86.23 85.87 85.04 85.636 2 7 U 54.62 54.72 55.14 55.37 55.58 54.94 54.84 55.23 55.51 54.69 54.79 54.62 55.04 55.49 55.11 54.79 55.34 55.39 55.03 55.15 55.26 55.53 55.47 55.81 55.5 55.27 54.73 55.126 2 8 PORTON CORREDIZOTUBO ESTRUCT.11/2" Y 2"LAM.1/8" M2 61.23 61.34 61.81 62.06 62.3 61.59 61.48 61.91 62.23 61.31 61.42 61.23 61.7 62.2 61.78 61.42 62.03 62.09 61.69 61.82 61.94 62.25 62.18 62.57 62.22 61.95 61.35 61.786 2 9 PUERTA METALICA TUB.HO.Y TUBO INDUST. M2 66.35 66.47 66.98 67.26 67.51 66.74 66.62 67.09 67.43 66.43 66.55 66.35 66.86 67.4 66.94 66.56 67.22 67.28 66.84 66.99 67.12 67.45 67.38 67.8 67.42 67.14 66.49 66.956 2 10 PORTON DOBLE HOJA CON ELECTROMALLATUBO HoGo 2" Y DE 3" HoGo DE PARA POSTES M2 58.44 58.55 59 59.24 59.47 58.78 58.68 59.09 59.4 58.52 58.62 58.44 58.9 59.37 58.97 58.63 59.21 59.26 58.88 59.01 59.12 59.42 59.35 59.72 59.39 59.14 58.56 58.976 2 11 PUERTA METALICA DOBLE LAM.HO.3/32"ANG.11/4"1"X1/8 U 195.31 195.66 197.19 197.99 198.75 196.46 196.11 197.5 198.52 195.57 195.92 195.31 196.84 198.42 197.07 195.94 197.89 198.07 196.78 197.21 197.6 198.57 198.36 199.59 198.48 197.64 195.72 197.096 2 12 M2 31.15 31.2 31.44 31.57 31.69 31.33 31.27 31.49 31.66 31.19 31.24 31.15 31.39 31.64 31.43 31.25 31.56 31.58 31.38 31.45 31.51 31.67 31.63 31.83 31.65 31.52 31.21 31.436 2 13 PUERTA 1X2.1MANG.1½"X1/8"C/TUBO 1X1" 1FORRO 1/32 U 69.31 69.44 69.98 70.26 70.54 69.72 69.6 70.09 70.45 69.41 69.53 69.31 69.86 70.42 69.94 69.54 70.23 70.29 69.83 69.99 70.13 70.47 70.4 70.83 70.44 70.14 69.46 69.956 2 14 PUERTA LAM.HO.1/16"TUBO 1"PORTACAN.PINT.SOPLETE M2 44.85 44.93 45.28 45.47 45.64 45.12 45.03 45.35 45.59 44.91 44.99 44.85 45.2 45.56 45.25 44.99 45.44 45.48 45.19 45.29 45.38 45.6 45.55 45.83 45.58 45.38 44.95 45.266 2 15 PUERTA METALICA 1X2.1M <11/2X1/8"TOGO 1"1 FORRO LAM.Ho 1/16" U 87.72 87.88 88.57 88.93 89.27 88.24 88.08 88.71 89.16 87.84 88 87.72 88.41 89.12 88.51 88.01 88.88 88.96 88.38 88.57 88.75 89.19 89.09 89.65 89.15 88.77 87.91 88.526 2 16 PUERTA METALICA 1.2X2.1M. .DOBLE HOJA LAM.HO.1/16" U 116.68 116.89 117.8 118.28 118.73 117.37 117.16 117.99 118.59 116.83 117.04 116.68 117.59 118.54 117.73 117.05 118.22 118.33 117.56 117.81 118.05 118.63 118.5 119.24 118.57 118.07 116.93 117.746 2 18 PORTON(DOBLE H.)ANCH=4M.MALLA 9X72"TUB.GO.1"3" U 420.54 421.3 424.58 426.3 427.94 423.02 422.26 425.25 427.43 421.08 421.84 420.54 423.82 427.22 424.32 421.88 426.09 426.47 423.69 424.62 425.46 427.56 427.1 429.75 427.35 425.54 421.42 424.376 2 19 PUERTA 0.63X1.50M.ANG.1"X1/8" 1 FORRO FIBROCEMENTO U 50.24 50.33 50.72 50.93 51.12 50.54 50.44 50.8 51.06 50.3 50.39 50.24 50.63 51.04 50.69 50.4 50.9 50.94 50.62 50.72 50.82 51.08 51.02 51.34 51.05 50.83 50.34 50.696 2 20 PUERTA METALICA 1X2.1M <.1½"X1/8"TUBO 1"X1" U 72.41 72.54 73.11 73.4 73.69 72.84 72.71 73.22 73.6 72.51 72.63 72.41 72.98 73.56 73.06 72.64 73.37 73.43 72.95 73.11 73.26 73.62 73.54 74 73.58 73.27 72.56 73.076 2 21 PORTON(DOBLE HOJA)ANCH.1.65 HO.GO.2"11/2"MALLA72" U 141.49 141.75 142.85 143.43 143.98 142.33 142.07 143.08 143.81 141.68 141.93 141.49 142.6 143.74 142.77 141.94 143.36 143.49 142.55 142.86 143.15 143.85 143.7 144.59 143.78 143.18 141.79 142.786 2 22 PUERTA METAL. TUBO IND. 2F LAMINA 3/16 (2X2.4M)2H U 392.12 392.83 395.89 397.5 399.03 394.44 393.73 396.51 398.55 392.63 393.34 392.12 395.18 398.36 395.65 393.38 397.3 397.65 395.06 395.93 396.71 398.67 398.24 400.71 398.48 396.79 392.95 395.696 2 23 PUERTA MARCO TUBO 1X1 C/ELECTROM. 2F LAMINA 1/16 M2 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.56 2 24 PUERTA 1.0X2.1M ESTR. TUBO IND. 1X1 1F LAMINA 1 U 85.2 85.36 86.02 86.37 86.7 85.71 85.55 86.16 86.6 85.32 85.47 85.2 85.87 86.56 85.97 85.48 86.33 86.41 85.84 86.03 86.2 86.63 86.53 87.07 86.59 86.22 85.38 85.986 2 25 PUERTA TIPO ACORDEON DE TUBO IND. 1X1 PULG. M2 68.09 68.21 68.74 69.02 69.28 68.49 68.37 68.85 69.2 68.17 68.3 68.09 68.62 69.17 68.7 68.3 68.98 69.05 68.6 68.75 68.88 69.22 69.15 69.58 69.19 68.9 68.23 68.716 2 26 Puerta de 1.0x2.10 c/tubo de 1x1 CH16 doble forro c/lam 3/64"; mocheta de L1½"X1/8"; inc pint U 206.84 207.12 208.33 208.97 209.58 207.76 207.48 208.58 209.39 207.04 207.32 206.84 208.05 209.31 208.24 207.34 208.89 209.03 208.01 208.35 208.66 209.44 209.27 210.24 209.36 208.69 207.17 208.266 2 27 PUERTA .9X2.1 TUBO 1PUL 2FORRO 1/16 MOCH<1 1/2X1/8 U 131.34 131.58 132.6 133.14 133.65 132.11 131.88 132.81 133.49 131.51 131.75 131.34 132.36 133.43 132.52 131.76 133.07 133.19 132.32 132.61 132.87 133.53 133.39 134.21 133.47 132.9 131.61 132.536 2 28 PUERTA .6X1.6 TUB 1PUL 2FORRO 3/64 MOCH<1 1/2X1/8 U 58.66 58.76 59.22 59.46 59.69 59 58.9 59.32 59.62 58.73 58.84 58.66 59.12 59.59 59.19 58.85 59.43 59.49 59.1 59.23 59.34 59.64 59.57 59.94 59.61 59.36 58.78 59.196 2 29 PUERTA 1X2.1 1FORRO HO 1/16<1 1/2X1/8 EST TUBO 1P U 110.77 110.97 111.84 112.29 112.72 111.43 111.23 112.01 112.59 110.92 111.12 110.77 111.64 112.54 111.77 111.13 112.24 112.34 111.61 111.85 112.07 112.62 112.5 113.2 112.57 112.09 111.01 111.786 2 30 PUERTA 1X2.15M 2F LAMINA 3/64 MARCO TUBO IND. 1 U 112.6 112.8 113.68 114.14 114.58 113.26 113.06 113.86 114.45 112.75 112.95 112.6 113.48 114.39 113.61 112.96 114.09 114.19 113.44 113.69 113.92 114.48 114.36 115.07 114.42 113.94 112.84 113.626 2 31 PORTON 2X2.22 HOJAS MARCO TUBO 2PUL+MALLA CICLON U 397.63 398.35 401.45 403.08 404.63 399.98 399.26 402.08 404.15 398.15 398.86 397.63 400.73 403.95 401.21 398.9 402.88 403.24 400.61 401.49 402.28 404.27 403.83 406.34 404.07 402.36 398.47 401.256 2 32 PORTON 4X2.2 MOCH <2-1/2X3/16 LAM HO 1/16 1 CARA U 494.16 495.05 498.91 500.93 502.86 497.08 496.19 499.7 502.27 494.8 495.69 494.16 498.02 502.02 498.61 495.74 500.69 501.13 497.87 498.95 499.94 502.42 501.87 504.98 502.17 500.04 495.2 498.666 2 33 PUERTA METALICA CON MALLA CICLON 1X2.25M U 90.37 90.53 91.24 91.61 91.96 90.9 90.74 91.38 91.85 90.49 90.65 90.37 91.08 91.81 91.18 90.66 91.56 91.64 91.05 91.25 91.43 91.88 91.78 92.35 91.83 91.45 90.56 91.196 2 34 TAPON SOBRE PUERTA METALICA C/LAMINA DE HIERRO M2 77.64 77.78 78.38 78.7 79 78.1 77.96 78.51 78.91 77.74 77.88 77.64 78.24 78.87 78.34 77.89 78.66 78.73 78.22 78.39 78.55 78.93 78.85 79.34 78.9 78.56 77.8 78.346 2 35 CAMBIO DE GIRO EN PUERTA C/u 71.05 71.18 71.73 72.02 72.3 71.47 71.34 71.85 72.22 71.14 71.27 71.05 71.61 72.18 71.69 71.28 71.99 72.05 71.58 71.74 71.88 72.24 72.16 72.61 72.2 71.9 71.2 71.76 2 36 PUERTA METÁLICA DOBLE HOJA 1 FORRO DE HO. 1/16" MARCO <1-1/2"X1/8" U 144.37 144.63 145.76 146.35 146.91 145.22 144.96 145.99 146.74 144.56 144.82 144.37 145.5 146.67 145.67 144.83 146.28 146.41 145.45 145.77 146.06 146.78 146.62 147.53 146.71 146.09 144.67 145.686 2 37 Portón de doble hoja 2.50x2.15 c/malla ciclón tubo HoGo 2" poste HoGo 3" C/u 331.49 332.07 334.52 335.75 336.89 333.33 332.77 334.97 336.57 331.92 332.49 331.49 333.9 336.4 334.32 332.51 335.6 335.85 333.81 334.55 335.12 336.64 336.29 338.23 336.52 335.17 332.19 334.346 2 38 Portón metálico 2.40x4.90 columna HoGo D=3" mediano marco HoGo D=2" pesado y rejilla HoGo 3/4"@0.16 C/u 714.81 716.11 721.66 724.59 727.37 719.03 717.72 722.81 726.53 715.73 717.02 714.81 720.36 726.19 721.25 717.1 724.23 724.89 720.16 721.75 723.17 726.74 725.98 730.45 726.39 723.3 716.32 721.316 2 39 Puerta de 2H1.4x2.10 con forro de 3/32" hasta 1.50m resto malla ciclón cal 11 7/7 incluye pintura U 209.62 209.96 211.43 212.2 212.93 210.73 210.39 211.73 212.7 209.87 210.2 209.62 211.09 212.61 211.31 210.22 212.1 212.27 211.03 211.45 211.82 212.76 212.55 213.73 212.66 211.86 210.02 211.336 2 40 Puerta metálica 2.20x0.80 Lámina Ho 1/16" 2F marco c/tubo estruc 1x1 y mocheta L1-1/2"x3/16" C/u 227.9 228.31 230.08 231.02 231.91 229.24 228.83 230.45 231.63 228.19 228.6 227.9 229.67 231.52 229.95 228.62 230.9 231.11 229.61 230.11 230.56 231.7 231.45 232.89 231.59 230.61 228.37 229.976 2 41 Puerta de 1.0x2.10 con forro de 3/32" hasta 1.50m resto malla ciclón cal 11 7/7 c/tubo1x1CH14 C/u 152.09 152.34 153.4 153.95 154.48 152.89 152.65 153.61 154.32 152.27 152.51 152.09 153.15 154.25 153.31 152.53 153.88 154.01 153.11 153.41 153.68 154.36 154.21 155.06 154.29 153.71 152.38 153.336 2 42 Puerta de 1.50x2.40 2H contramarco L1-1/2"x1-1/2"x1/4"+barrotes de 1/2"@0.15+PL1"x1/4" C/u 208.05 208.38 209.83 210.59 211.32 209.14 208.81 210.13 211.09 208.29 208.62 208.05 209.5 211 209.72 208.64 210.5 210.67 209.44 209.85 210.22 211.15 210.95 212.12 211.06 210.26 208.44 209.746 2 43 Portón de 2.30x2.25 doble hoja con HoGo mediano de 2" y malla ciclón calibre 11 y poste HoGo 3" C/u 320.7 321.25 323.66 324.91 326.11 322.5 321.95 324.16 325.76 321.08 321.65 320.7 323.09 325.59 323.5 321.67 324.76 325.05 323.01 323.68 324.29 325.83 325.51 327.43 325.7 324.35 321.35 323.536 2 44 Puerta de 2.30x2.40 2H contramarco L1-1/2"x1-1/2"x1/4"+barrotes de 1/2"@0.15+PL1"x1/4" U 234.94 235.32 236.98 237.83 238.65 236.2 235.79 237.32 238.4 235.21 235.59 234.94 236.59 238.28 236.85 235.61 237.73 237.93 236.53 236.99 237.42 238.46 238.23 239.55 238.36 237.46 235.39 236.886 2 45 PUERTA METALICA LAMINA 3/64" DOBLE FORRO MARCO DE TUBO 1X1 MOCHETA <1 1/4X1/8 CHAPA YALE U 128.11 128.34 129.34 129.86 130.36 128.87 128.63 129.54 130.21 128.27 128.51 128.11 129.11 130.15 129.26 128.52 129.8 129.91 129.07 129.35 129.61 130.25 130.11 130.91 130.18 129.63 128.38 129.276 2 46 PORTON DOS HOJAS H=2.40M Y L=6M (3 M POR C/HOJA). To.Go. DE 2" 3/4". C/PORTACANDADO. U 735.09 736.43 742.15 745.16 748.03 739.43 738.08 743.34 747.16 736.02 737.38 735.09 740.82 746.78 741.72 737.43 744.81 745.47 740.6 742.21 743.69 747.36 746.55 751.19 747.01 743.85 736.64 741.786 2 47 PUERTA METALICA (2.2X2.45) MARCO TOGO 2" MOCH< 1-1/2"X3/16" EST TOGO DE 1" SIN FORRO. U 275.73 276.23 278.38 279.51 280.58 277.36 276.86 278.82 280.25 276.09 276.59 275.73 277.88 280.12 278.21 276.61 279.37 279.62 277.8 278.41 278.96 280.34 280.03 281.77 280.2 279.01 276.31 278.246 2 48 PUERTA METALICA (0.55X2.05M) MARCO TUBO EST.1"X1"1 FORRO LAM.HO 1/16" MOCH<1-1/2X3/16 U 120.99 121.21 122.16 122.65 123.12 121.71 121.49 122.35 122.98 121.15 121.37 120.99 121.94 122.92 122.08 121.38 122.59 122.7 121.9 122.17 122.41 123.01 122.88 123.64 122.95 122.43 121.25 122.16 2 49 PUERTA (1.20X2.05) MARCO TUBO EST.1". 1 FORRO LAM HO 1/16" MOCH<1-1/2X3/16 U 146.55 146.81 147.95 148.55 149.13 147.41 147.15 148.19 148.95 146.74 147 146.55 147.69 148.88 147.86 147.01 148.48 148.61 147.65 147.97 148.26 148.99 148.83 149.76 148.92 148.29 146.85 147.886 2 50 PUERTA METALICA (0.8X2.10) 1 FORRO LAMINA 1/16" MARCO TO.EST. 1" MOCH <1-1/4X3/16". U 136.14 136.38 137.44 138 138.53 136.94 136.7 137.66 138.37 136.32 136.56 136.14 137.2 138.3 137.36 136.57 137.93 138.06 137.16 137.46 137.73 138.41 138.26 139.12 138.34 137.76 136.42 137.386 2 51 PUERTA 2.1X1 EST ToInd 1-1/2" MOCH<2"X1/4" FORRO Ho 1/16" U 130.69 130.92 131.94 132.48 132.99 131.46 131.22 132.15 132.83 130.86 131.09 130.69 131.71 132.76 131.86 131.1 132.41 132.53 131.67 131.95 132.22 132.87 132.73 133.55 132.8 132.24 130.96 131.886 2 52 PUERTA EST DE TUBO INDUSTRIAL DE 1-1/2" @15 CORREDIZA SOBRE <2X1/4" U 54.06 54.16 54.58 54.8 55.01 54.38 54.28 54.66 54.94 54.13 54.23 54.06 54.48 54.92 54.54 54.23 54.77 54.82 54.46 54.58 54.69 54.96 54.9 55.24 54.93 54.7 54.17 54.556 2 53 PUERTA 2X0.8 EST ToInd 1-1/2" MOCH<2"X1/4" FORRO Ho 1/16" U 117.63 117.84 118.75 119.24 119.7 118.32 118.11 118.94 119.55 117.78 117.99 117.63 118.54 119.5 118.68 118 119.18 119.28 118.51 118.77 119 119.59 119.46 120.2 119.53 119.02 117.87 118.76 2 54 PORTON METALICO CORREDIZO (3.65X2.65) MARCO DE <1-1/2X1/8" EST. To.Ind. 1"@15 U 336.13 336.73 339.36 340.73 342.05 338.11 337.51 339.89 341.64 336.57 337.17 336.13 338.75 341.47 339.15 337.2 340.56 340.87 338.65 339.39 340.06 341.74 341.37 343.49 341.57 340.13 336.84 339.196 2 55 Porton Corredizo 2 hojas (a= 8.74x h= 2.50 ) con lamina Desplegable M2 34.87 34.93 35.2 35.34 35.48 35.07 35.01 35.26 35.44 34.91 34.97 34.87 35.14 35.42 35.18 34.98 35.33 35.36 35.13 35.2 35.27 35.45 35.41 35.63 35.43 35.28 34.94 35.186 2 58 Desmontaje reparación pintuta y montaje de Porton Existente de U 89.56 89.72 90.42 90.79 91.14 90.09 89.93 90.56 91.03 89.68 89.84 89.56 90.26 90.98 90.36 89.85 90.74 90.82 90.23 90.43 90.61 91.06 90.96 91.52 91.01 90.63 89.75 90.386 2 59 Puerta Metalica Lamina 3/64" doble forro marco de Tubo Est.1"x1" mocheta <1 1/2 x1 1/2 x3/16 Chap C/u 239.72 240.04 241.44 242.18 242.88 240.78 240.45 241.73 242.66 239.95 240.28 239.72 241.12 242.57 241.33 240.29 242.09 242.25 241.07 241.46 241.82 242.72 242.52 243.65 242.62 241.86 240.1 241.356 2 60 PUERTA METALICA 2.10X1.05; DOBLE FORRO DE LAM. 1/16" Y TUBO ESTRUC. DE 1"X1" U 150.95 151.22 152.4 153.02 153.61 151.84 151.57 152.64 153.43 151.15 151.42 150.95 152.13 153.35 152.31 151.44 152.94 153.08 152.08 152.42 152.72 153.47 153.31 154.26 153.4 152.75 151.27 152.336 2 61 Desmontaje reparacion limpieza pintura y montaje de puerta metalica de 2.1 x2.8 C/u 243.93 244.36 246.27 247.27 248.22 245.36 244.92 246.66 247.93 244.24 244.68 243.93 245.83 247.8 246.12 244.71 247.15 247.36 245.76 246.29 246.78 248 247.73 249.27 247.88 246.83 244.44 246.146 2 62 Desmontaje reparacion limpieza pintura y montaje de puerta metalica de 2.1 x 0.8 C/u 63.57 63.64 63.92 64.07 64.22 63.79 63.72 63.98 64.17 63.62 63.69 63.57 63.86 64.15 63.9 63.69 64.06 64.09 63.85 63.93 64 64.18 64.14 64.37 64.16 64.01 63.65 63.916 2 63 Puerta 2.1X0.8 Mts. Puerta metalica con Ang. 1 1/2" x 1/8". Tubo estruc. 1" x 1" C/u 182.49 182.82 184.24 184.99 185.7 183.57 183.24 184.53 185.48 182.73 183.06 182.49 183.91 185.39 184.13 183.07 184.9 185.06 183.86 184.26 184.62 185.54 185.34 186.49 185.45 184.66 182.87 184.156 2 64 Puerta 1.5 x 0.8 Mts. Puerta metalica con Ang. 1 1/2" x 1/8". Tubo estruc. 1" x 1" C/u 124.92 125.14 126.12 126.63 127.12 125.66 125.43 126.32 126.97 125.08 125.31 124.92 125.89 126.9 126.04 125.32 126.57 126.68 125.86 126.13 126.38 127 126.87 127.65 126.94 126.4 125.18 126.066 2 65 Desmontaje reparacion limpieza pintura y montaje de puerta metalica de 2 x 1 C/u 59.07 59.13 59.4 59.53 59.67 59.27 59.21 59.45 59.63 59.11 59.17 59.07 59.33 59.61 59.37 59.18 59.52 59.55 59.32 59.4 59.47 59.64 59.6 59.81 59.62 59.47 59.14 59.386 2 66 Desmontaje reparacion limpieza pintura y montaje de puerta metalica de 2.10 x 1.10 C/u 93.99 94.09 94.55 94.78 95.01 94.33 94.23 94.64 94.94 94.06 94.17 93.99 94.44 94.91 94.51 94.17 94.75 94.81 94.42 94.55 94.67 94.96 94.89 95.26 94.93 94.68 94.11 94.526 2 67 Puerta metalica con marco de tubo de Ho.Go. de 1 1/2" forrada con mala ciclon 9x72" Dim.= 1.90X0.6 C/u 57.62 57.72 58.17 58.4 58.63 57.96 57.85 58.26 58.56 57.69 57.79 57.62 58.06 58.53 58.13 57.8 58.38 58.43 58.05 58.17 58.29 58.58 58.51 58.88 58.55 58.3 57.74 58.146 2 68 Limpieza reparacion y aplicacion de pintura de puerta existente de 2.1 x 2.0 mts. C/u 117.23 117.35 117.89 118.17 118.44 117.63 117.51 118 118.36 117.32 117.44 117.23 117.76 118.32 117.85 117.45 118.14 118.2 117.74 117.9 118.03 118.38 118.3 118.73 118.34 118.05 117.37 117.856 2 69 Limpieza reparacion y pintura de puerta existente de 1.85 x 1.0 mts. C/u 65.13 65.19 65.44 65.58 65.7 65.32 65.26 65.49 65.67 65.17 65.23 65.13 65.38 65.65 65.42 65.23 65.56 65.59 65.37 65.45 65.51 65.68 65.64 65.85 65.66 65.52 65.2 65.436 2 70 PUERTA METALICA DE 0.85 X 2.0 MTS. MARCO C/TUBO ESTRUC. 1X1 FORRO CUADRICULA DE VARILLA DE 3/8" C/u 122.3 122.52 123.47 123.97 124.45 123.02 122.8 123.66 124.3 122.45 122.67 122.3 123.25 124.24 123.4 122.69 123.91 124.02 123.21 123.48 123.73 124.34 124.2 124.97 124.28 123.75 122.55 123.416 2 71 Puerta metalica de un forro 1.4x0.75m C/u 98.46 98.64 99.4 99.81 100.19 99.04 98.86 99.56 100.07 98.59 98.76 98.46 99.23 100.02 99.35 98.77 99.76 99.85 99.2 99.41 99.61 100.1 100 100.62 100.05 99.63 98.67 99.366 2 72 Puerta 0.7x1.8 de malla ciclon 11x72c/estructura de Tubo Go 2" C/u 57.2 57.31 57.75 57.99 58.21 57.54 57.44 57.84 58.14 57.28 57.38 57.2 57.65 58.11 57.72 57.39 57.96 58.01 57.63 57.76 57.87 58.16 58.1 58.46 58.13 57.88 57.32 57.726 2 73 Puerta 1x2.4 tubo 1" doble forro 1/16" moch <1 1/2x3/16" chapa de parche no incluye pintura C/u 151.88 152.15 153.34 153.96 154.55 152.77 152.5 153.58 154.37 152.08 152.35 151.88 153.06 154.29 153.25 152.36 153.88 154.02 153.02 153.35 153.66 154.42 154.25 155.2 154.34 153.69 152.2 153.266 2 75 Puerta de 0.75x2.1m marco est 1" forro 1/16" moch <1 1/2x3/16" C/u 122.45 122.67 123.63 124.13 124.61 123.17 122.95 123.82 124.46 122.61 122.83 122.45 123.41 124.4 123.55 122.84 124.07 124.18 123.37 123.64 123.88 124.5 124.36 125.13 124.43 123.91 122.71 123.576 2 76 Puerta 1.2x2.25m estr. HoGo 2" y 1 1/4" malla 72" C/u 119.8 120.02 120.96 121.45 121.91 120.51 120.3 121.15 121.77 119.96 120.18 119.8 120.74 121.71 120.88 120.19 121.39 121.49 120.7 120.97 121.21 121.81 121.67 122.43 121.75 121.23 120.06 120.96 2 77 Puerta de 1.2x2.2 estr. tubo 1" doble forro lamina 1/16" moch. ang. 1 1/2"x3/16" C/u 158.91 159.2 160.44 161.09 161.71 159.85 159.56 160.69 161.52 159.12 159.4 158.91 160.15 161.44 160.34 159.42 161.01 161.15 160.1 160.45 160.77 161.57 161.39 162.39 161.49 160.8 159.25 160.366 2 78 LIMPIEZA Y APLICACIÓN DE PINTURA EN PUERTA (2 MANOS AMBAS CARAS) M2 14.65 14.68 14.79 14.85 14.91 14.74 14.71 14.81 14.89 14.67 14.7 14.65 14.76 14.88 14.78 14.7 14.84 14.86 14.76 14.79 14.82 14.9 14.88 14.97 14.89 14.83 14.68 14.786 2 79 PUERTA METÁLICA CON MALLA CICLÓN 9X72" DE 1.0X2.10 m C/u 124.29 124.5 125.49 125.99 126.47 125.04 124.8 125.68 126.33 124.45 124.69 124.29 125.27 126.28 125.42 124.7 125.94 126.03 125.25 125.5 125.75 126.36 126.22 127.03 126.31 125.77 124.56 125.436 2 80 Puerta de 1.0 x 1.75 de tubo galv. de 1 1/2" con malla ciclon C/u 80.63 80.77 81.4 81.73 82.04 81.1 80.96 81.53 81.95 80.73 80.88 80.63 81.25 81.91 81.35 80.88 81.69 81.76 81.23 81.41 81.57 81.97 81.88 82.39 81.93 81.58 80.79 81.366 2 81 PORTON DOBLE HOJA. ANCHO0=4.0 MTS. ; H= 2.50 MTS. FORRO A UNA CARA (con puerta peatonal) C/u 702.59 703.85 709.35 712.23 714.97 706.75 705.46 710.47 714.1 703.51 704.76 702.59 708.07 713.78 708.92 704.85 711.89 712.51 707.86 709.41 710.8 714.34 713.57 717.99 713.97 710.94 704.07 709.026 2 82 Portón 2Hojas ancho=4.60m h=1.90 mts malla ciclón 9x72" tubo 1 1/2" y 2" (inc pasador y cand.) C/u 360.18 360.82 363.66 365.12 366.51 362.34 361.67 364.22 366.1 360.62 361.32 360.18 362.98 365.92 363.43 361.33 364.94 365.24 362.89 363.69 364.39 366.21 365.81 368.09 366.02 364.48 360.94 363.456 2 83 Portón 2.20x2.28 1.05x2.28 c/lámina micro perforada y 1.15x2.28 doble forro lam 1/32" Estr 1 1/2" C/u 299.78 300.32 302.66 303.89 305.06 301.55 301.01 303.14 304.7 300.17 300.71 299.78 302.12 304.55 302.48 300.74 303.74 304.01 302.03 302.69 303.29 304.79 304.46 306.35 304.64 303.35 300.41 302.516 2 84 Portón metálico H=2.0mts Tubo 1x1 CH 14 @0.20 mts (Tipo barandal) M 33.12 33.18 33.42 33.54 33.66 33.3 33.25 33.46 33.62 33.16 33.22 33.12 33.36 33.61 33.4 33.22 33.53 33.55 33.35 33.42 33.48 33.63 33.6 33.79 33.62 33.49 33.19 33.46 2 85 Mejoramiento de portón h=2.30 mts y b=2.00 mts (Inc reparación en estructura y pintura 3 manos) C/u 45.65 45.73 46.09 46.28 46.45 45.92 45.84 46.16 46.4 45.71 45.79 45.65 46.01 46.38 46.06 45.8 46.25 46.29 45.99 46.09 46.18 46.41 46.36 46.65 46.39 46.19 45.75 46.076 2 86 Puerta metálica 2.10x1.0 2H y 2 forros y c/relleno de cartón fen. (Ho 3/32" y tubo industrial 1x1") C/u 267.87 268.33 270.31 271.35 272.34 269.37 268.91 270.72 272.04 268.2 268.66 267.87 269.85 271.91 270.16 268.68 271.22 271.45 269.78 270.34 270.84 272.11 271.84 273.44 271.99 270.9 268.4 270.186 2 87 Puerta metálica 2.10x1.20 2H y 2 forros y c/relleno de cartón fen. (Ho 3/32" y tubo industrial 1x1") C/u 306.9 307.42 309.69 310.88 312.01 308.61 308.09 310.15 311.66 307.28 307.8 306.9 309.16 311.52 309.51 307.83 310.73 310.99 309.08 309.72 310.3 311.75 311.43 313.26 311.6 310.36 307.51 309.546 2 88 Portón de doble hoja 1.60x2.75 c/malla ciclón de 9x72" tubo HoGo 1½" poste HoGo 3"; incluye alambre razor y pintura C/u 367.52 368.09 370.67 372.03 373.28 369.42 368.85 371.21 372.89 367.93 368.56 367.52 370.1 372.74 370.48 368.58 371.85 372.15 370 370.72 371.35 372.97 372.64 374.7 372.82 371.41 368.19 370.536 2 89 Puerta metálica 1.60x2.10 de 2H; doble forro c/est 1x1 CH 16 y lam 3/32"; contramarco de L1¼X3/16". C/u 390.72 391.42 394.47 396.07 397.6 393.03 392.32 395.1 397.13 391.23 391.93 390.72 393.77 396.93 394.24 391.97 395.88 396.23 393.65 394.51 395.29 397.25 396.82 399.28 397.05 395.37 391.54 394.286 2 90 Puerta prefabricada 2.40x1.0 c/lamina lisa #24 2Fcon alma de poliuretano rigido C/u 185.62 185.95 187.4 188.16 188.89 186.72 186.38 187.7 188.66 185.86 186.2 185.62 187.07 188.57 187.29 186.21 188.07 188.24 187.01 187.42 187.79 188.72 188.52 189.69 188.63 187.83 186.01 187.316 2 91 Puerta 2.40x1.60 de doble hoja con lámina 3/32" (2.38mm) en una cara con tubo estructural 1x1CH14 U 277.91 278.37 280.37 281.41 282.41 279.42 278.96 280.77 282.11 278.24 278.7 277.91 279.9 281.98 280.21 278.73 281.29 281.52 279.83 280.39 280.9 282.18 281.9 283.51 282.05 280.95 278.45 280.246 2 92 Puerta 2.40x1 de HoGo mediano y malla ciclón calibre 11 incluye chapa de parche C/u 180.69 180.99 182.32 183.01 183.67 181.69 181.38 182.59 183.47 180.91 181.21 180.69 182.01 183.39 182.22 181.23 182.93 183.08 181.96 182.33 182.67 183.52 183.34 184.4 183.44 182.71 181.04 182.236 2 93 Puerta 2.40x2 de HoGo mediano y malla ciclón calibre 11 incluye chapa de parche C/u 343.31 343.88 346.41 347.76 348.97 345.21 344.66 346.96 348.59 343.73 344.3 343.31 345.84 348.46 346.22 344.36 347.57 347.85 345.72 346.45 347.11 348.71 348.33 350.38 348.52 347.17 343.98 346.266 2 94 Puerta 2.40x1.20 de HoGo mediano y malla ciclón calibre 11 (Incluye chapa de parche) C/u 216.83 217.19 218.78 219.64 220.4 218.03 217.68 219.13 220.16 217.09 217.45 216.83 218.42 220.08 218.66 217.49 219.52 219.7 218.35 218.81 219.23 220.24 220 221.29 220.12 219.26 217.25 218.696 2 95 Portón de acceso vehicular 2.40x(5.50 a 6.0) Con tubo de 2" y 3"(columna) y malla ciclon cal 11 C/u 654.24 655.38 660.31 662.9 665.37 657.97 656.85 661.32 664.6 655.05 656.2 654.24 659.16 664.27 659.94 656.27 662.61 663.16 658.99 660.38 661.63 664.81 664.11 668.07 664.48 661.76 655.57 660.02

PORTON METALICO DE ANG.Y L M.HO.(UN FORRO)

PUERTA DE L MINA TROQUELADA (1.00 X 2.10)

PTA.TUBO IND.1"UN FORRO L M.HO.1/32"ANG. 1½X1/8"

6 2 96 Puerta 2.15x1 doble forro de lám. 3/64" marco tub est 1x1" y L1 1/2"X3/16" moch inc pintura C/u 236.89 237.28 238.95 239.83 240.67 238.16 237.77 239.3 240.41 237.17 237.55 236.89 238.57 240.31 238.82 237.58 239.73 239.92 238.5 238.98 239.4 240.48 240.24 241.6 240.37 239.45 237.34 238.856 2 97 Puerta 2.15x1.2 doble hoja lám 1/16" ambas caras marco tub est 1x1 CH 14 y L1½x3/16 moch inc pintura C/u 276.28 276.74 278.72 279.77 280.76 277.78 277.33 279.13 280.45 276.61 277.07 276.28 278.27 280.33 278.57 277.1 279.64 279.87 278.19 278.75 279.26 280.53 280.25 281.85 280.4 279.31 276.82 278.66 2 98 Puerta 1.80x0.8 doble forro lám 1/16" marco tub est 1x1" y L1 1/4"X3/16" moch inc pintura C/u 209.58 209.96 211.59 212.45 213.27 210.82 210.44 211.93 213.02 209.86 210.23 209.58 211.22 212.91 211.47 210.25 212.35 212.54 211.16 211.62 212.03 213.08 212.85 214.17 212.98 212.08 210.02 211.496 2 99 Puerta 1.80x0.9 doble forro lám 1/16" marco tub est 1x1" y L1 1/4"X3/16" moch inc pintura C/u 216.74 217.13 218.82 219.71 220.56 218.02 217.63 219.17 220.3 217.03 217.41 216.74 218.43 220.19 218.69 217.44 219.6 219.8 218.37 218.85 219.28 220.36 220.13 221.49 220.26 219.32 217.2 218.726 2 100 Puerta 1.80x1.0 doble forro hoja lám 1/16" marco tub est 1x1" y L1 1/4"X3/16" moch inc pintura C/u 224.2 224.61 226.35 227.27 228.15 225.52 225.12 226.71 227.88 224.49 224.89 224.2 225.95 227.77 226.22 224.92 227.16 227.36 225.88 226.38 226.82 227.95 227.7 229.11 227.83 226.87 224.67 226.246 2 101 Instalacion de porton de tubo galv. con malla ciclon (solo instalacion) C/u 195.22 195.49 196.64 197.24 197.81 196.09 195.83 196.87 197.64 195.41 195.68 195.22 196.37 197.56 196.55 195.69 197.17 197.3 196.33 196.65 196.94 197.68 197.52 198.45 197.61 196.97 195.53 196.566 2 102 Portón de doble hoja 5.20x2.15 c/malla ciclón tubo HoGo 2" poste HoGo 3" y tensores de 5/8" C/u 534.59 535.51 539.31 541.33 543.22 537.5 536.62 540.1 542.63 535.28 536.14 534.59 538.39 542.39 539.01 536.17 541.1 541.52 538.25 539.34 540.35 542.79 542.24 545.33 542.55 540.44 535.65 539.066 2 103 Portón doble hoja 3.0x2.25 c/malla ciclón #9 tubo HoGo 1½" t/med poste HoGo 4" t/liviano (Inc pint) C/u 381.28 381.9 384.65 386.09 387.49 383.35 382.71 385.23 387.05 381.74 382.39 381.28 384.02 386.89 384.46 382.41 385.91 386.24 383.91 384.7 385.4 387.17 386.8 388.99 386.99 385.46 382.01 384.56 2 104 Portón DH+Puerta 5.0x2.25 c/malla ciclón #9 tubo HoGo 1½" t/med poste HoGo 4" t/liviano (Inc pint) C/u 547.45 548.36 552.36 554.46 556.44 550.47 549.53 553.17 555.82 548.1 549.02 547.45 551.42 555.55 552.05 549.06 554.18 554.66 551.28 552.41 553.42 555.97 555.41 558.64 555.74 553.5 548.49 552.116 2 105 Puerta met 1.60x2.40 contramarco L2x2x1/8 Estr c/tubo cuad 1½ CH14 Lam 1/16" 2F inc transom 1.6x0.30 C/u 361.63 362.04 363.85 364.79 365.69 362.99 362.57 364.21 365.42 361.93 362.34 361.63 363.43 365.3 363.7 362.37 364.68 364.88 363.36 363.87 364.33 365.48 365.23 366.69 365.37 364.38 362.11 363.736 2 106 Puerta 1.0x2.10 lám 3/32"; 0.80mts c/malla ciclón marco tub est 1x1" y moch L1¼"X3/16" inc pintura C/u 129.81 129.95 130.56 130.88 131.19 130.27 130.13 130.69 131.09 129.91 130.05 129.81 130.42 131.05 130.51 130.06 130.84 130.91 130.4 130.57 130.72 131.12 131.03 131.52 131.08 130.74 129.97 130.526 2 107 Portón 2.10x1.4 lám 3/32"; 0.80mts c/malla ciclón marco tub est 1x1" y moch L1¼"X3/16" inc pintura C/u 224.85 225.07 226.05 226.56 227.04 225.58 225.36 226.25 226.89 225.01 225.23 224.85 225.82 226.83 225.97 225.25 226.5 226.61 225.78 226.06 226.31 226.93 226.79 227.58 226.87 226.33 225.11 225.986 2 108 Puerta 1.80x0.8 lámina 1/16" marco tub est 1x1" y L1 1/2"X1/8" moch inc pintura y chapa C/u 167.7 167.95 169.03 169.6 170.14 168.52 168.27 169.25 169.98 167.88 168.13 167.7 168.78 169.91 168.95 168.14 169.53 169.66 168.74 169.05 169.32 170.02 169.87 170.74 169.95 169.35 167.99 168.966 2 109 Puerta 1.0x2.10 con 2F de lám 3/16" hasta 0.85 resto lámina desplegada 1/8" c/tubo1 1/2x1/8" Ch 16 U 230.04 230.35 231.7 232.41 233.08 231.06 230.75 231.98 232.88 230.26 230.57 230.04 231.39 232.79 231.6 230.59 232.32 232.48 231.34 231.72 232.06 232.93 232.74 233.83 232.84 232.1 230.4 231.616 2 110 Puerta de 2H 1.4x2.10 con lámina 3/16" hasta 1.50m resto lámina desplegada de 1/8" incluye pintura C/u 329.76 330.17 331.9 332.82 333.69 331.08 330.68 332.26 333.42 330.05 330.45 329.76 331.5 333.31 331.77 330.48 332.71 332.91 331.44 331.93 332.37 333.49 333.24 334.65 333.37 332.42 330.23 331.796 2 111 Puerta de 1.25x1.80 con malla ciclón de 72" calibre 11 c/postes HoGo de 2" HoGo de 1 1/2 y 1 1/4 C/u 177.12 177.42 178.7 179.37 180 178.1 177.8 178.95 179.81 177.34 177.65 177.12 178.39 179.74 178.61 177.65 179.29 179.44 178.33 178.71 179.02 179.87 179.68 180.69 179.78 179.05 177.49 178.626 2 112 Portón de doble hoja c/malla ciclón tubo HoGo 2" poste HoGo 3" y tensores de 5/8" M2 47.82 47.9 48.25 48.42 48.59 48.08 48 48.32 48.54 47.88 47.96 47.82 48.15 48.52 48.22 47.96 48.4 48.45 48.14 48.25 48.34 48.56 48.51 48.78 48.54 48.35 47.92 48.236 2 113 Puerta de 2.15x0.60 1F lámina 1/16" marco tub est 1x1" y L1 1/2"X3/16" moch inc pintura C/u 160.37 160.61 161.67 162.22 162.75 161.17 160.92 161.88 162.59 160.54 160.78 160.37 161.42 162.52 161.59 160.8 162.16 162.28 161.38 161.68 161.95 162.63 162.48 163.34 162.56 161.98 160.65 161.66 2 114 Puerta 2.44x1.20 doble hoja lam 1/16" ambas caras c/tubo estr 1x1CH14 y moch L1½X1½X3/16" inc pint U 282.23 282.55 283.93 284.66 285.35 283.28 282.96 284.22 285.14 282.46 282.78 282.23 283.62 285.05 283.83 282.8 284.57 284.73 283.56 283.95 284.31 285.19 285 286.11 285.1 284.34 282.61 283.856 2 115 Porton de doble hoja 1.60x2.10 c/malla ciclon tubo HoGo 1 1/2" poste 3" C/u 367.52 368.09 370.67 372.03 373.28 369.42 368.85 371.21 372.89 367.93 368.56 367.52 370.1 372.74 370.48 368.58 371.85 372.15 370 370.72 371.35 372.97 372.64 374.7 372.82 371.41 368.19 370.536 2 116 Puerta metálica 2.15x1.0 m doble forro lám. 1/16";marco tubo Estructural 1x1 CH14 y mocheta L 1 1/2X3/16; inc. pintura U 236.27 236.69 238.54 239.51 240.43 237.66 237.24 238.91 240.14 236.58 237 236.27 238.11 240.03 238.39 237.02 239.39 239.6 238.04 238.56 239.03 240.21 239.95 241.44 240.1 239.08 236.76 238.426 2 117 PUERTA 2x1 TUBO 1PUL CH-14 DOBLE FORRO 1/16 MOCHETA L1½X1½X3/16; INCLUYE PINTURA U 166.16 166.45 167.75 168.43 169.08 167.14 166.84 168.02 168.88 166.37 166.67 166.16 167.45 168.8 167.65 166.69 168.35 168.5 167.4 167.77 168.1 168.93 168.75 169.79 168.85 168.13 166.5 167.676 2 118 Puerta de 0.80x2.75m postes de HoGo de Ø=3" tubos HoGo de Ø=1½" y Ø=1" con malla ciclón de 9x72"; incluye pintura y estructu C/u 244.44 244.84 246.61 247.52 248.39 245.8 245.39 246.95 248.11 244.75 245.16 244.44 246.21 247.99 246.48 245.18 247.38 247.61 246.14 246.62 247.05 248.17 247.92 249.33 248.06 247.11 244.9 246.56 2 119 Portón de doble hoja postes de HoGo de Ø=4" ced 40 tubos de HoGo de Ø=2½" y Ø=1" con malla ciclón de 9x72" incluye pintura C/u 681.74 682.87 687.72 690.27 692.71 685.43 684.29 688.72 691.98 682.54 683.66 681.74 686.6 691.65 687.36 683.73 689.97 690.54 686.42 687.79 689.02 692.15 691.48 695.4 691.84 689.15 683.05 687.436 2 120 Puerta metálica de 1x2m con marco L1½x1½x1/8" y hierro liso #2 a 45° @0.10m C/u 111.4 111.56 112.28 112.66 113.02 111.94 111.77 112.43 112.91 111.52 111.68 111.4 112.11 112.86 112.23 111.69 112.61 112.7 112.09 112.29 112.47 112.94 112.83 113.41 112.89 112.49 111.59 112.246 2 121 Desmontaje reparación limpieza y pintura de portón existente; incluye sustitución de malla ciclón y forro de lámina e=3/64" con r M 70.28 70.4 70.84 71.11 71.32 70.63 70.53 70.96 71.26 70.38 70.49 70.28 70.75 71.21 70.81 70.5 71.05 71.12 70.74 70.86 70.98 71.26 71.2 71.58 71.24 70.99 70.42 70.836 2 122 Puerta metálica de 0.60x1.65m forrada con lámina galvanizada calibre 26 según planos U 61.31 61.4 61.81 62.02 62.22 61.61 61.52 61.89 62.16 61.38 61.47 61.31 61.71 62.13 61.78 61.48 61.99 62.04 61.7 61.81 61.91 62.17 62.12 62.44 62.15 61.93 61.42 61.786 3 1 PUERTA DE VIDRIO BRONCE MARCO ALUMINIO ANODIZADO 1.60X2.10 U 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.96 707.966 3 2 PUERTA CORREDIZA DE VIDRIO DE BRONCE ALUMINIO BLANCO 2X2.45 U 412 412 412 412 412 412 412 412 412 412 412 412 412 412 412 412 412 412 412 412 412 412 412 412 412 412 412 4126 3 4 Puerta de vidrio bronce laminado 2.40x2.20 mocheta y marco de aluminio hardcoat anodizado C/u 1215.9 1218.09 1227.57 1232.58 1237.31 1223.07 1220.91 1229.55 1235.85 1217.5 1219.67 1215.9 1225.41 1235.22 1226.84 1219.78 1231.96 1233.05 1225.05 1227.68 1230.13 1236.21 1234.88 1242.53 1235.59 1230.39 1218.46 1226.986 3 5 Puerta de vidrio bronce laminado 2.40x2.0 mocheta y marco de aluminio hardcoat anodizado C/u 1075.99 1077.93 1086.32 1090.75 1094.93 1082.34 1080.42 1088.06 1093.64 1077.4 1079.33 1075.99 1084.4 1093.09 1085.67 1079.43 1090.2 1091.17 1084.08 1086.42 1088.58 1093.96 1092.79 1099.56 1093.41 1088.81 1078.25 1085.796 3 6 Puerta de vidrio bronce laminado 2.40x1.0 mocheta y marco de aluminio hardcoat anodizado C/u 538 538.96 543.16 545.38 547.46 541.17 540.21 544.03 546.82 538.7 539.66 538 542.2 546.54 542.84 539.72 545.1 545.58 542.04 543.21 544.29 546.98 546.4 549.78 546.7 544.4 539.12 542.96 3 7 PUERTA DE VIDRIO BRONCE LAMINADO MARCO DE ALUMINIO HARDCOAT (INC CIERRA PUERTA HALADERAS Y CHAPA) M2 247.91 248.36 250.29 251.31 252.27 249.37 248.93 250.69 251.98 248.23 248.68 247.91 249.84 251.85 250.14 248.7 251.18 251.41 249.77 250.31 250.81 252.05 251.78 253.34 251.93 250.86 248.43 250.176 3 8 Puerta de vidrio de bronce y marco de aluminio anodizado de 2.40 x 2.3 mts. Doble hoja C/u 712.74 714.03 719.59 722.51 725.29 716.95 715.66 720.72 724.43 713.67 714.95 712.74 718.3 724.08 719.16 715.02 722.15 722.79 718.09 719.66 721.08 724.65 723.86 728.35 724.29 721.22 714.24 719.236 3 9 Puerta de vidrio de bronce y marco de aluminio anodizado de 2.1 x 1.50 mts. C/u 406.73 407.46 410.63 412.3 413.89 409.13 408.4 411.28 413.4 407.26 407.99 406.73 409.9 413.2 410.39 408.03 412.1 412.46 409.78 410.67 411.49 413.52 413.07 415.64 413.32 411.57 407.58 410.436 4 1 CHAPA DOBLE PASADOR (YALE) U 25.53 25.58 25.78 25.88 25.98 25.68 25.64 25.82 25.95 25.57 25.61 25.53 25.73 25.94 25.76 25.62 25.87 25.89 25.73 25.78 25.83 25.96 25.93 26.09 25.95 25.84 25.59 25.776 4 3 Hechura e Instalación de Pasador de Hierro para Puerta C/u 1.31 1.32 1.33 1.33 1.34 1.32 1.32 1.33 1.34 1.32 1.32 1.31 1.32 1.33 1.33 1.32 1.33 1.33 1.32 1.33 1.33 1.34 1.33 1.34 1.34 1.33 1.32 1.336 4 4 CANDADO PARA INTERPERIE 60 MM C/u 6.41 6.42 6.47 6.5 6.52 6.45 6.44 6.48 6.52 6.42 6.43 6.41 6.46 6.51 6.47 6.43 6.49 6.5 6.46 6.47 6.49 6.52 6.51 6.55 6.51 6.49 6.42 6.476 4 5 MOCHETA DE HO GO ø 4" Y CANDADO C/u 149.04 149.31 150.47 151.09 151.67 149.92 149.65 150.71 151.49 149.24 149.51 149.04 150.21 151.41 150.38 149.52 151.01 151.15 150.16 150.49 150.79 151.53 151.37 152.31 151.46 150.82 149.36 150.46 4 6 Sum/inst de pasador de seguridad de 5/8" y candado para intemperie C/u 12.97 12.98 13.04 13.07 13.1 13.01 13 13.05 13.09 12.98 12.99 12.97 13.03 13.09 13.04 12.99 13.07 13.07 13.03 13.04 13.06 13.09 13.09 13.13 13.09 13.06 12.98 13.046 4 7 Suministro e instalación de cierra puerta U 32.31 32.37 32.62 32.76 32.88 32.51 32.45 32.68 32.84 32.36 32.41 32.31 32.57 32.83 32.61 32.42 32.74 32.77 32.56 32.63 32.69 32.85 32.82 33.02 32.84 32.7 32.38 32.616 4 8 Cambio de chapa de puerta C/u 10.64 10.65 10.71 10.74 10.77 10.68 10.67 10.72 10.76 10.65 10.66 10.64 10.7 10.76 10.71 10.66 10.74 10.74 10.69 10.71 10.73 10.76 10.76 10.8 10.76 10.73 10.65 10.716 5 1 PUERTA DE 1.6X1.2M PANEL FENOLICO U 165.93 166.23 167.52 168.2 168.85 166.91 166.61 167.79 168.65 166.15 166.45 165.93 167.23 168.57 167.42 166.46 168.12 168.27 167.18 167.54 167.87 168.7 168.52 169.57 168.62 167.91 166.28 167.446 5 2 CORTINA LEVADIZA METALICA TIPO ROLLING GRILLES ACABADO C/PINTURA 2 MANOS M2 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.86 76.866 5 3 PUERTA DE PERFIL LAMINADO COLOR ANODIZADO NATURAL Y FORRO DE MELAMINA U 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.29 159.296 5 5 Puerta tipo cortina metalica de 4.70 x 5.00 con puerta peatonal incluye marco de polic c -4" U 1651.53 1651.88 1653.41 1654.21 1654.97 1652.68 1652.33 1653.72 1654.74 1651.78 1652.13 1651.53 1653.05 1654.64 1653.29 1652.15 1654.11 1654.29 1653 1653.42 1653.82 1654.79 1654.58 1655.81 1654.7 1653.86 1651.94 1653.316 5 6 Puerta tipo cortina metalica de 2.00 x 3.00 con puerta peatonal incluye marco de polic c -4" U 560.09 560.3 561.2 561.67 562.12 560.77 560.56 561.38 561.98 560.24 560.45 560.09 560.99 561.92 561.13 560.46 561.61 561.71 560.95 561.21 561.44 562.01 561.89 562.61 561.96 561.46 560.33 561.146 5 7 Puerta melamina de 3/4" 1.50x0.70 con angular de 1 1/4"x1 1/4" y aluminio anodizado natural C/u 79.86 80 80.63 80.95 81.27 80.33 80.19 80.75 81.17 79.96 80.11 79.86 80.48 81.13 80.58 80.12 80.91 80.99 80.46 80.63 80.79 81.19 81.11 81.61 81.15 80.81 80.03 80.596 5 8 Puerta melamina de 3/4" 1.50x1.0 con angular de 1 1/4"x1 1/4" y aluminio anodizado natural C/u 114.08 114.28 115.17 115.64 116.08 114.75 114.54 115.35 115.95 114.23 114.43 114.08 114.97 115.89 115.1 114.44 115.58 115.69 114.93 115.18 115.41 115.98 115.86 116.57 115.92 115.43 114.32 115.117 VENTANAS7 1 1 VENTANA METALICA CON MARCO DE ANG.Y 1/4" A 45° M2 31.99 32.04 32.29 32.43 32.55 32.18 32.12 32.35 32.51 32.03 32.09 31.99 32.24 32.5 32.27 32.09 32.41 32.44 32.23 32.3 32.36 32.52 32.49 32.69 32.51 32.37 32.05 32.287 1 2 VENTANA MET MARCO <1 1/4X3/16 BARROT TUBO 1PUL M2 42.75 42.83 43.16 43.33 43.5 43 42.92 43.23 43.45 42.8 42.88 42.75 43.08 43.43 43.13 42.89 43.31 43.35 43.07 43.16 43.25 43.46 43.42 43.68 43.44 43.26 42.84 43.147 1 3 VENTANA MARCO PLATINA 11/2" Y TUBO CUADRADO 1"X1" M2 31.21 31.26 31.51 31.63 31.76 31.39 31.33 31.56 31.72 31.25 31.3 31.21 31.45 31.7 31.49 31.31 31.62 31.65 31.44 31.51 31.57 31.73 31.69 31.89 31.71 31.58 31.27 31.497 1 4 VENTANA METALICA CELOSIA Í1/4"A 45°NO INCL.MARCO M2 17.53 17.56 17.7 17.77 17.84 17.63 17.6 17.72 17.81 17.55 17.58 17.53 17.66 17.81 17.69 17.58 17.76 17.77 17.66 17.7 17.73 17.82 17.8 17.91 17.81 17.74 17.56 17.697 1 5 Ventana con marco de ángulo 1"X1"X1/8" y malla ciclón cal 11 M2 21.61 21.64 21.81 21.9 21.99 21.73 21.69 21.85 21.96 21.63 21.67 21.61 21.77 21.95 21.8 21.68 21.89 21.91 21.77 21.82 21.86 21.97 21.94 22.08 21.96 21.86 21.65 21.87 1 6 VENTANA METAL.DOS HOJAS ANG.TUB.1"LAM.HO 1/16 M2 45.27 45.36 45.71 45.89 46.07 45.54 45.46 45.78 46.02 45.33 45.41 45.27 45.63 45.99 45.68 45.42 45.87 45.91 45.61 45.71 45.8 46.03 45.98 46.26 46.01 45.81 45.37 45.697 1 7 M2 73.89 74.02 74.6 74.9 75.19 74.32 74.19 74.72 75.1 73.98 74.12 73.89 74.46 75.06 74.55 74.12 74.86 74.93 74.44 74.6 74.75 75.12 75.04 75.51 75.08 74.77 74.04 74.567 1 8 Ventana con 1 vidrio fijo y 1 corredizo incluye defensa metálica con tubo horizontal 1x1 CH14@0.20+Tubo vertical cuadrado 1/ M2 58.26 58.36 58.82 59.06 59.28 58.6 58.5 58.91 59.21 58.33 58.44 58.26 58.71 59.18 58.78 58.45 59.03 59.08 58.7 58.82 58.94 59.23 59.17 59.53 59.2 58.95 58.38 58.797 1 9 VENTANA 1.8X.8 MOCH<1-1/4X1/8+TUBO 1PUL LAM 1/32 U 95.49 95.66 96.41 96.8 97.17 96.06 95.88 96.56 97.06 95.62 95.79 95.49 96.24 97.01 96.35 95.8 96.75 96.84 96.21 96.42 96.61 97.09 96.98 97.58 97.04 96.63 95.69 96.367 1 10 CAMBIO DE MALLA CICLON EN VENTANA M2 2.27 2.27 2.29 2.3 2.31 2.28 2.28 2.3 2.31 2.27 2.28 2.27 2.29 2.31 2.29 2.28 2.3 2.3 2.29 2.29 2.3 2.31 2.31 2.32 2.31 2.3 2.28 2.297 1 13 Ventana tipo guillotina con marco de aluminio y vidrio claro espesor 3mm M2 47.94 48.03 48.4 48.6 48.78 48.22 48.14 48.48 48.73 48 48.09 47.94 48.31 48.7 48.37 48.09 48.57 48.62 48.3 48.41 48.5 48.74 48.69 48.99 48.72 48.51 48.04 48.387 1 14 VENTANA METALICA TROQUELADA DOS HOJAS (0.80X1.0) U 16.49 16.52 16.64 16.71 16.78 16.58 16.55 16.67 16.76 16.51 16.54 16.49 16.62 16.75 16.63 16.54 16.7 16.72 16.61 16.65 16.68 16.76 16.74 16.85 16.75 16.68 16.52 16.647 1 15 Ventana metálica con tubo metálico de HoNo de Ø2" y malla ciclón M2 65.06 65.17 65.65 65.91 66.15 65.42 65.31 65.75 66.08 65.14 65.25 65.06 65.54 66.05 65.62 65.26 65.88 65.93 65.52 65.66 65.78 66.1 66.03 66.42 66.07 65.8 65.19 65.627 1 16 Ventana metálica con marco de 1 1/4"x3/16" y malla ciclón calibre 9 M2 42.8 42.86 43.13 43.27 43.4 43 42.94 43.18 43.36 42.84 42.9 42.8 43.07 43.35 43.11 42.91 43.25 43.28 43.06 43.13 43.2 43.37 43.34 43.55 43.36 43.21 42.87 43.117 2 1 VENTANA CELOSÍA VIDRIO NEVADOALUM.LIVIANO S/AN M2 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.28 25.287 2 2 VENTANA CELOSIA VIDRIO MARCO ALUMIN.SIN ANOD M2 27.16 27.17 27.21 27.23 27.25 27.19 27.19 27.22 27.25 27.17 27.18 27.16 27.2 27.25 27.21 27.18 27.23 27.24 27.2 27.21 27.22 27.25 27.24 27.28 27.25 27.23 27.17 27.217 2 3 VENTANA CELOSIA VIDRIO CLARO Y ALUMINIO ANODIZADO M2 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.53 30.537 2 4 VENTANA DE VIDRIO FIJO Y MARCO ALUMINIO M2 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.86 54.867 2 5 SUMINISTRO E INSTALACIÓN DE VIDRIO DE 40" U 1.45 1.45 1.46 1.47 1.47 1.46 1.45 1.46 1.47 1.45 1.45 1.45 1.46 1.47 1.46 1.45 1.47 1.47 1.46 1.46 1.46 1.47 1.47 1.48 1.47 1.46 1.45 1.467 2 6 REEMPLAZO DE OPERADOR T/MARIPOSA U 3.04 3.05 3.07 3.08 3.1 3.06 3.05 3.08 3.09 3.05 3.05 3.04 3.07 3.09 3.07 3.05 3.08 3.08 3.06 3.07 3.08 3.09 3.09 3.11 3.09 3.08 3.05 3.077 2 7 VENTANA CELOSIA VIDRIO Y ALUMINIO C/ BRONCE M2 57.52 57.62 58.07 58.31 58.53 57.86 57.76 58.16 58.46 57.59 57.7 57.52 57.97 58.43 58.04 57.7 58.28 58.33 57.95 58.08 58.19 58.48 58.42 58.78 58.45 58.2 57.64 58.047 2 14 VENTANA DE CELOSIA DE-LUXE ALUMINIO ANODIZADO M2 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.68 65.687 2 15 Ventana celosía aluminio anodizado y vidrio nevados M2 35.98 36.04 36.33 36.47 36.61 36.19 36.13 36.38 36.57 36.03 36.09 35.98 36.26 36.55 36.3 36.1 36.45 36.49 36.25 36.33 36.4 36.58 36.54 36.77 36.56 36.41 36.06 36.317 2 16 Ventana V-1 1.68x1.4 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 135.29 135.52 136.58 137.15 137.66 136.09 135.85 136.79 137.5 135.45 135.71 135.29 136.35 137.43 136.51 135.71 137.07 137.19 136.3 136.6 136.86 137.54 137.4 138.25 137.47 136.89 135.57 136.517 2 17 Ventana V-2 2.88x1.4 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 231.92 232.32 234.14 235.11 235.99 233.29 232.89 234.5 235.71 232.2 232.65 231.92 233.74 235.59 234.02 232.65 234.98 235.19 233.65 234.18 234.62 235.79 235.55 237 235.67 234.66 232.4 234.027 2 18 Ventana V-3 1x1.40 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 80.53 80.67 81.3 81.63 81.94 81 80.86 81.42 81.84 80.63 80.78 80.53 81.16 81.8 81.26 80.78 81.59 81.66 81.13 81.31 81.47 81.87 81.79 82.29 81.83 81.48 80.7 81.267 2 19 Ventana V-4 2.55x1.40 vidio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 205.35 205.7 207.31 208.17 208.95 206.56 206.2 207.63 208.7 205.6 205.99 205.35 206.95 208.6 207.2 205.99 208.06 208.24 206.88 207.35 207.74 208.77 208.56 209.84 208.67 207.77 205.77 207.27 2 20 Ventana V-5 1.8x1.20 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 124.24 124.46 125.43 125.95 126.42 124.98 124.76 125.63 126.27 124.39 124.63 124.24 125.22 126.21 125.37 124.63 125.88 125.99 125.17 125.45 125.69 126.32 126.19 126.96 126.25 125.71 124.5 125.377 2 21 Ventana V-6 1.6x1.20 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 110.44 110.63 111.49 111.96 112.38 111.09 110.9 111.67 112.24 110.57 110.78 110.44 111.3 112.19 111.44 110.78 111.9 111.99 111.26 111.51 111.72 112.28 112.17 112.86 112.22 111.74 110.67 111.447 2 22 Ventana V-7 1.0x1.20 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 69.02 69.14 69.68 69.97 70.24 69.43 69.31 69.79 70.15 69.11 69.24 69.02 69.56 70.12 69.65 69.24 69.94 70 69.54 69.7 69.83 70.18 70.1 70.54 70.14 69.84 69.17 69.657 2 23 Ventana V-8 2.0x0.60 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 69.02 69.14 69.68 69.97 70.24 69.43 69.31 69.79 70.15 69.11 69.24 69.02 69.56 70.12 69.65 69.24 69.94 70 69.54 69.7 69.83 70.18 70.1 70.54 70.14 69.84 69.17 69.657 2 24 Ventana V-9 0.80x0.60 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 27.61 27.66 27.87 27.99 28.09 27.77 27.72 27.92 28.06 27.64 27.7 27.61 27.83 28.05 27.86 27.7 27.97 28 27.82 27.88 27.93 28.07 28.04 28.21 28.06 27.94 27.67 27.867 2 25 Ventana V-10 2.0x1.20 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 138.05 138.29 139.37 139.94 140.47 138.86 138.62 139.58 140.3 138.22 138.48 138.05 139.13 140.23 139.3 138.48 139.87 139.99 139.08 139.39 139.66 140.35 140.21 141.07 140.28 139.68 138.34 139.37 2 26 entana V-11 1.60x0.60 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 55.22 55.32 55.75 55.98 56.19 55.55 55.45 55.83 56.12 55.29 55.39 55.22 55.65 56.09 55.72 55.39 55.95 56 55.63 55.76 55.86 56.14 56.08 56.43 56.11 55.87 55.33 55.727 2 27 Ventana V-12 1.80x0.60 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 62.12 62.23 62.72 62.97 63.21 62.49 62.38 62.81 63.14 62.2 62.32 62.12 62.61 63.1 62.68 62.32 62.94 63 62.59 62.73 62.85 63.16 63.09 63.48 63.13 62.86 62.25 62.687 2 28 Ventana V-13 5.60x0.60 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 193.27 193.6 195.12 195.92 196.66 194.41 194.07 195.42 196.43 193.5 193.87 193.27 194.78 196.32 195.01 193.87 195.82 195.99 194.71 195.15 195.52 196.49 196.29 197.5 196.39 195.55 193.67 195.017 2 29 Ventana V-14 3.60x0.60 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 124.24 124.46 125.43 125.95 126.42 124.98 124.76 125.63 126.27 124.39 124.63 124.24 125.22 126.21 125.37 124.63 125.88 125.99 125.17 125.45 125.69 126.32 126.19 126.96 126.25 125.71 124.5 125.377 2 30 Ventana V-15 0.60x0.60 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 20.71 20.74 20.91 20.99 21.07 20.83 20.79 20.94 21.05 20.73 20.77 20.71 20.87 21.03 20.89 20.77 20.98 21 20.86 20.91 20.95 21.05 21.03 21.16 21.04 20.95 20.75 20.897 2 31 Ventana V-16 4.0x0.60 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 138.05 138.29 139.37 139.94 140.47 138.86 138.62 139.58 140.3 138.22 138.48 138.05 139.13 140.23 139.3 138.48 139.87 139.99 139.08 139.39 139.66 140.35 140.21 141.07 140.28 139.68 138.34 139.37 2 32 Ventana V-17 2.40x0.60 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 82.83 82.97 83.62 83.97 84.28 83.32 83.17 83.75 84.18 82.93 83.09 82.83 83.48 84.14 83.58 83.09 83.92 84 83.45 83.64 83.79 84.21 84.12 84.64 84.17 83.81 83 83.587 2 33 Ventana de vidrio fijo color bronce con perfileria de aluminio hardcoat M2 58.86 58.97 59.43 59.67 59.9 59.21 59.1 59.52 59.83 58.94 59.04 58.86 59.32 59.8 59.39 59.05 59.64 59.69 59.3 59.43 59.55 59.84 59.78 60.15 59.81 59.56 58.98 59.47 2 34 Ventana V-19 1.20x0.60 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 41.41 41.49 41.81 41.98 42.14 41.66 41.59 41.88 42.09 41.46 41.54 41.41 41.74 42.07 41.79 41.54 41.96 42 41.72 41.82 41.9 42.11 42.06 42.32 42.08 41.9 41.5 41.797 2 35 Ventanilla de vidrio fijo color bronce con perfileria de aluminio hardcoat M2 58.86 58.97 59.43 59.67 59.9 59.21 59.1 59.52 59.83 58.94 59.04 58.86 59.32 59.8 59.39 59.05 59.64 59.69 59.3 59.43 59.55 59.84 59.78 60.15 59.81 59.56 58.98 59.47 2 36 Ventana de vidrio fijo color bronce e=8mm y alumninio t/pesado hardcoat M2 94.17 94.34 95.07 95.46 95.83 94.73 94.56 95.22 95.71 94.29 94.46 94.17 94.9 95.67 95.02 94.47 95.41 95.5 94.88 95.08 95.27 95.74 95.64 96.23 95.7 95.29 94.37 95.037 2 37 Ventana V-21 1.0x0.60 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 34.51 34.57 34.84 34.99 35.12 34.72 34.66 34.9 35.08 34.55 34.62 34.51 34.78 35.06 34.82 34.62 34.97 35 34.77 34.85 34.91 35.09 35.05 35.27 35.07 34.92 34.58 34.827 2 38 Ventana V-22 2.0x0.60 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 69.02 69.14 69.68 69.97 70.24 69.43 69.31 69.79 70.15 69.11 69.24 69.02 69.56 70.12 69.65 69.24 69.94 70 69.54 69.7 69.83 70.18 70.1 70.54 70.14 69.84 69.17 69.657 2 39 Ventana de vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador de cadena M2 58.13 58.24 58.69 58.93 59.16 58.48 58.37 58.78 59.09 58.21 58.31 58.13 58.59 59.06 58.66 58.32 58.9 58.95 58.57 58.7 58.81 59.1 59.04 59.41 59.07 58.82 58.25 58.667 2 40 Ventana V-23 3.0x0.60 vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y operador mariposa C/u 103.54 103.72 104.53 104.96 105.35 104.15 103.97 104.69 105.23 103.66 103.86 103.54 104.35 105.17 104.47 103.86 104.9 104.99 104.31 104.54 104.74 105.26 105.16 105.8 105.21 104.76 103.75 104.477 2 41 Ventana de vidrio plomado conformado por marcos de aluminio forrados de plomo M2 2286.02 2290.13 2307.97 2317.34 2326.25 2299.51 2295.39 2311.62 2323.51 2288.99 2293.11 2286.02 2303.85 2322.37 2306.59 2293.34 2316.2 2318.25 2303.17 2308.19 2312.77 2324.2 2321.68 2336.08 2323.05 2313.22 2290.82 2306.82

VENTANA METALICA ANG.11/4"X1/8"-1X1/8"L M.TRANSLÚ

7 2 42 Ventana vidrio 4" ancho boc y e=5mm con perfileria de alum de 2" y operador cadena (inc cortasol) M2 168.68 168.98 170.3 170.99 171.65 169.67 169.37 170.57 171.45 168.9 169.2 168.68 169.99 171.36 170.2 169.22 170.91 171.06 169.94 170.32 170.65 171.5 171.31 172.37 171.41 170.69 169.03 170.217 2 43 Ventana de vidrio 4" ancho boc. y e=5mm con perfileria de alum de 2" y oper. mariposa M2 57.52 57.62 58.07 58.31 58.53 57.86 57.76 58.16 58.46 57.59 57.7 57.52 57.97 58.43 58.04 57.7 58.28 58.33 57.95 58.08 58.19 58.48 58.42 58.78 58.45 58.2 57.64 58.047 3 1 VENTANA CON MARCO DE MADERA FORRO DE TABLA M2 48.1 48.19 48.57 48.76 48.95 48.39 48.3 48.64 48.89 48.17 48.25 48.1 48.48 48.87 48.54 48.26 48.74 48.78 48.47 48.57 48.67 48.91 48.85 49.16 48.88 48.68 48.21 48.547 3 2 VENTANA MARCO DE MADERA Y FORRO DE TABLA DE PINO M2 48.1 48.19 48.57 48.76 48.95 48.39 48.3 48.64 48.89 48.17 48.25 48.1 48.48 48.87 48.54 48.26 48.74 48.78 48.47 48.57 48.67 48.91 48.85 49.16 48.88 48.68 48.21 48.547 3 3 PERSIANA DE MADERA PARA VENTANA 1X1M U 61.67 61.79 62.27 62.52 62.76 62.04 61.93 62.36 62.68 61.75 61.86 61.67 62.15 62.65 62.23 61.87 62.49 62.54 62.14 62.27 62.39 62.7 62.64 63.02 62.67 62.41 61.8 62.237 3 4 Ventana tipo francesa vidrio claro marco de madera Corrediza M2 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.5 187.57 3 5 SUMINISTRO E INSTALACIÓN DE VENTANA DE MADERA 1.20X1.20 m; CONTRAMARCO DE LAUREL 1"X4" C/u 151.55 151.82 153 153.63 154.22 152.44 152.17 153.25 154.04 151.75 152.02 151.55 152.73 153.96 152.91 152.04 153.55 153.69 152.69 153.02 153.32 154.08 153.91 154.87 154.01 153.35 151.87 152.937 3 6 Ventana de 1.20x1.20 de plywood de 1/2" con marco y contramarco de cedro C/u 151.55 151.82 153 153.63 154.22 152.44 152.17 153.25 154.04 151.75 152.02 151.55 152.73 153.96 152.91 152.04 153.55 153.69 152.69 153.02 153.32 154.08 153.91 154.87 154.01 153.35 151.87 152.937 3 7 Ventana de 2.45x1.20 de madera de cedro (tipo guillotina) U 177.6 177.92 179.31 180.03 180.73 178.65 178.33 179.59 180.51 177.83 178.15 177.6 178.99 180.42 179.2 178.17 179.94 180.1 178.93 179.32 179.68 180.57 180.37 181.49 180.48 179.71 177.97 179.227 4 1 DEFENSA METALICA P/VENTANA(HECHURA.COLOCAC.Y PINT) M2 15.35 15.38 15.5 15.56 15.62 15.44 15.41 15.52 15.6 15.37 15.4 15.35 15.47 15.59 15.49 15.4 15.55 15.57 15.46 15.5 15.53 15.61 15.59 15.68 15.6 15.53 15.38 15.497 4 2 DEFENSA METALICA VARILLA CUADRADA 1/2PULINC PINT M2 30.13 30.18 30.42 30.54 30.66 30.31 30.25 30.47 30.62 30.17 30.22 30.13 30.36 30.61 30.4 30.22 30.53 30.55 30.35 30.42 30.48 30.63 30.6 30.79 30.62 30.49 30.19 30.47 4 4 DEFENSA METALICA ESTILO PECHO DE PALOMA CON VARILLA CUADRADA DE 1/2" M2 160.64 160.93 162.18 162.84 163.47 161.59 161.3 162.44 163.28 160.85 161.14 160.64 161.9 163.2 162.09 161.16 162.76 162.91 161.85 162.2 162.52 163.33 163.15 164.16 163.24 162.55 160.98 162.17 4 5 Limpieza pintura y reinstalación de defensa metalica M2 12.17 12.19 12.28 12.33 12.38 12.24 12.22 12.3 12.37 12.18 12.2 12.17 12.26 12.36 12.28 12.2 12.33 12.34 12.26 12.28 12.31 12.37 12.36 12.43 12.36 12.31 12.19 12.287 4 6 LIMPIEZA Y PINTURA EN DEFENSA METÁLICA M2 5.88 5.89 5.93 5.96 5.98 5.91 5.9 5.94 5.97 5.89 5.9 5.88 5.92 5.97 5.93 5.9 5.96 5.96 5.92 5.94 5.95 5.98 5.97 6.01 5.97 5.95 5.89 5.937 4 7 TAPON DE LAMINA GALV. No. 26 CON ESTRUCTURA DE TUBO CUADRADO TIPO BOTAGUA M 15.13 15.16 15.28 15.34 15.4 15.22 15.2 15.3 15.38 15.16 15.18 15.13 15.25 15.38 15.27 15.18 15.33 15.35 15.25 15.28 15.31 15.39 15.37 15.47 15.38 15.31 15.17 15.277 5 1 VENTANA PANORAMICA TIPO PRIMAVERA M2 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.42 70.427 5 2 VENTANERIA CORREDIZA MAGUETERIA PVC M2 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 487 5 3 Cortina metálica 4.10x1.80 (Hueco 4x1.40) enrollable duela galvanizada en acero galv #22 C/u 397.86 398.56 401.58 403.17 404.67 400.15 399.45 402.2 404.21 398.37 399.06 397.86 400.88 404.02 401.35 399.1 402.97 403.32 400.77 401.62 402.39 404.33 403.9 406.34 404.13 402.47 398.68 401.397 5 4 Ventana de 2.20x1.60 c/medio punto rebajado con marco y estruc aluminio y vidrio corredizo y fijo U 184.81 185.14 186.58 187.34 188.06 185.9 185.57 186.88 187.84 185.05 185.38 184.81 186.25 187.75 186.47 185.4 187.25 187.42 186.2 186.6 186.97 187.9 187.69 188.86 187.8 187.01 185.2 186.497 6 1 CEDAZO PARA VENTANAS M2 3.25 3.26 3.28 3.3 3.31 3.27 3.26 3.29 3.3 3.26 3.26 3.25 3.28 3.3 3.28 3.26 3.29 3.3 3.28 3.28 3.29 3.31 3.3 3.32 3.3 3.29 3.26 3.287 6 2 SUM.E INSTALACION DE VIDRIO FIJO M2 15.92 15.95 16.07 16.14 16.2 16.01 15.99 16.1 16.18 15.94 15.97 15.92 16.04 16.17 16.06 15.97 16.13 16.14 16.04 16.07 16.11 16.19 16.17 16.27 16.18 16.11 15.95 16.067 6 3 Cortinas plásticas verticales M2 41.4 41.47 41.8 41.97 42.13 41.64 41.57 41.86 42.08 41.45 41.53 41.4 41.72 42.06 41.77 41.53 41.95 41.98 41.71 41.8 41.88 42.09 42.05 42.31 42.07 41.89 41.49 41.787 6 4 SUMINISTRO E INSTALACION DE CORTINAS DE MADERA HORIZONTALES (INC 2 MANOS DE BARNIZ) M2 22.13 22.17 22.34 22.43 22.52 22.26 22.22 22.38 22.49 22.16 22.2 22.13 22.3 22.48 22.33 22.2 22.42 22.44 22.3 22.34 22.39 22.5 22.48 22.61 22.49 22.39 22.18 22.337 6 5 Cortasol aluminio tipo screen louvers enmarcado c/tubo aluminio de 1 3/4"x1 3/4" y estruc ppal. 2x2 M2 235.14 235.55 237.37 238.33 239.24 236.51 236.09 237.75 238.96 235.44 235.86 235.14 236.95 238.84 237.23 235.88 238.21 238.42 236.88 237.4 237.86 239.03 238.77 240.24 238.91 237.91 235.62 237.267 6 6 Sum/Inst de Cortina Antibacteriana p/consultorios (Incl riel para colgar y descolgar cortina) M2 63.99 64.1 64.58 64.84 65.08 64.35 64.24 64.68 65 64.07 64.18 63.99 64.47 64.97 64.55 64.19 64.81 64.86 64.45 64.59 64.71 65.02 64.95 65.34 64.99 64.73 64.12 64.557 6 7 Malla especial antimosquitos incluye marco de estructura de aluminio M2 16.88 16.91 17.04 17.11 17.18 16.98 16.95 17.07 17.16 16.9 16.93 16.88 17.01 17.15 17.03 16.93 17.1 17.12 17.01 17.04 17.08 17.16 17.14 17.25 17.15 17.08 16.92 17.037 6 8 Malla especial antimosquitos incluye marco de estructura de aluminio en color negro M2 18.38 18.41 18.56 18.63 18.7 18.49 18.46 18.59 18.68 18.4 18.44 18.38 18.52 18.67 18.55 18.44 18.62 18.64 18.52 18.56 18.6 18.69 18.67 18.78 18.68 18.6 18.42 18.559 ACABADOS9 1 1 PINTURA DE AGUA (LATEX) M2 4.01 4.01 4.04 4.06 4.08 4.03 4.02 4.05 4.07 4.01 4.02 4.01 4.04 4.07 4.04 4.02 4.06 4.06 4.04 4.04 4.05 4.07 4.07 4.09 4.07 4.05 4.01 4.049 1 2 PINTURA DE AGUA EN CUADRADOS (LATEX) M 0.81 0.81 0.82 0.82 0.82 0.82 0.81 0.82 0.82 0.81 0.81 0.81 0.82 0.82 0.82 0.81 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.83 0.82 0.82 0.81 0.829 1 3 PINTURA DE AGUA (LATEX) EN LOSA M2 4.03 4.03 4.07 4.08 4.1 4.05 4.04 4.07 4.09 4.03 4.04 4.03 4.06 4.09 4.06 4.04 4.08 4.08 4.06 4.07 4.07 4.09 4.09 4.11 4.09 4.07 4.04 4.069 1 4 PINTURA LATEX CIELOFASCIACORNIZACOLUMNA M2 4.01 4.01 4.04 4.06 4.08 4.03 4.02 4.05 4.07 4.01 4.02 4.01 4.04 4.07 4.04 4.02 4.06 4.06 4.04 4.04 4.05 4.07 4.07 4.09 4.07 4.05 4.01 4.049 1 5 PINTURA EN PIZARRON M2 5.4 5.41 5.45 5.47 5.49 5.43 5.42 5.46 5.48 5.4 5.41 5.4 5.44 5.48 5.44 5.41 5.47 5.47 5.44 5.45 5.46 5.49 5.48 5.51 5.48 5.46 5.41 5.449 1 6 PINTURA DE ACEITE M2 4.6 4.6 4.64 4.66 4.68 4.62 4.61 4.65 4.67 4.6 4.61 4.6 4.63 4.67 4.64 4.61 4.66 4.66 4.63 4.64 4.65 4.67 4.67 4.7 4.67 4.65 4.61 4.649 1 7 PINTURA ANTICORROSIVA M2 3.07 3.07 3.1 3.11 3.12 3.09 3.08 3.1 3.12 3.07 3.08 3.07 3.09 3.12 3.1 3.08 3.11 3.11 3.09 3.1 3.1 3.12 3.12 3.13 3.12 3.1 3.07 3.19 1 8 Pintura anticorrosiva para estructura metálica incluye limpieza M 1.75 1.75 1.77 1.77 1.78 1.76 1.76 1.77 1.78 1.75 1.76 1.75 1.76 1.78 1.77 1.76 1.77 1.78 1.76 1.77 1.77 1.78 1.78 1.79 1.78 1.77 1.75 1.779 1 9 PINTURA ANTICORROSIVO Y ACEITE P/ESTRUC.METALICA M2 3.31 3.32 3.34 3.35 3.37 3.33 3.32 3.35 3.36 3.31 3.32 3.31 3.33 3.36 3.34 3.32 3.35 3.36 3.33 3.34 3.35 3.36 3.36 3.38 3.36 3.35 3.32 3.349 1 10 PINTURA (BARNIZ) M2 3.36 3.37 3.4 3.41 3.42 3.38 3.38 3.4 3.42 3.37 3.37 3.36 3.39 3.42 3.39 3.38 3.41 3.41 3.39 3.4 3.4 3.42 3.42 3.44 3.42 3.4 3.37 3.49 1 11 PINTURA ESPECIAL PARA CISTERNAS M2 2.59 2.6 2.62 2.63 2.64 2.61 2.6 2.62 2.63 2.59 2.6 2.59 2.61 2.63 2.61 2.6 2.63 2.63 2.61 2.62 2.62 2.63 2.63 2.65 2.63 2.62 2.6 2.619 1 12 IMPERMEABILIZACION CON ACRIL TECHO M2 11.94 11.96 12.06 12.1 12.15 12.01 11.99 12.07 12.14 11.96 11.98 11.94 12.03 12.13 12.05 11.98 12.1 12.11 12.03 12.06 12.08 12.14 12.13 12.2 12.13 12.08 11.97 12.059 1 13 PINTURA (ESTRUCTURA TECHO) M 0.67 0.68 0.68 0.68 0.69 0.68 0.68 0.68 0.69 0.68 0.68 0.67 0.68 0.69 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.69 0.68 0.69 0.69 0.68 0.68 0.689 1 14 PINTURA DE ACEITE EN PASAMANOS METALICO M 0.74 0.74 0.75 0.75 0.75 0.74 0.74 0.75 0.75 0.74 0.74 0.74 0.75 0.75 0.75 0.74 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.76 0.75 0.75 0.74 0.759 1 15 PINTURA EN INTERIOR DE TANQUE DE AGUA POTABLE M2 3.05 3.05 3.08 3.09 3.1 3.07 3.06 3.08 3.1 3.05 3.06 3.05 3.07 3.1 3.07 3.06 3.09 3.09 3.07 3.08 3.08 3.1 3.09 3.11 3.1 3.08 3.05 3.089 1 24 SUM. Y APLICACION DE PINTURA EPOXICA KEM CATI EMAMEL C/CATALIZADOR. 2 MANOS M2 5.88 5.89 5.94 5.96 5.98 5.92 5.91 5.95 5.98 5.89 5.9 5.88 5.93 5.98 5.93 5.9 5.96 5.96 5.93 5.94 5.95 5.98 5.97 6.01 5.98 5.95 5.89 5.949 1 26 Pintura con esmalte de alta calidad M2 3.29 3.3 3.32 3.34 3.35 3.31 3.3 3.33 3.34 3.29 3.3 3.29 3.32 3.34 3.32 3.3 3.33 3.34 3.32 3.32 3.33 3.35 3.34 3.36 3.34 3.33 3.3 3.329 2 1 ASOTE DE LOSA M2 4.4 4.4 4.44 4.46 4.47 4.42 4.41 4.44 4.47 4.4 4.41 4.4 4.43 4.47 4.43 4.41 4.45 4.46 4.43 4.44 4.45 4.47 4.46 4.49 4.47 4.45 4.4 4.449 2 2 TEXTURIZADO C/BASE PAST.P/LOSA COPRVIGA O COLUMNA M2 4.19 4.2 4.23 4.25 4.27 4.22 4.21 4.24 4.26 4.2 4.21 4.19 4.23 4.26 4.23 4.21 4.25 4.25 4.23 4.24 4.24 4.26 4.26 4.29 4.26 4.24 4.2 4.239 2 3 IMPERMEABILIZANTE EN PARED M2 3.41 3.42 3.45 3.46 3.47 3.43 3.43 3.45 3.47 3.42 3.42 3.41 3.44 3.47 3.44 3.42 3.46 3.46 3.44 3.45 3.45 3.47 3.47 3.49 3.47 3.45 3.42 3.449 2 4 MARTELINADO M2 2.64 2.65 2.67 2.68 2.69 2.66 2.65 2.67 2.69 2.65 2.65 2.64 2.66 2.69 2.67 2.65 2.68 2.68 2.66 2.67 2.67 2.69 2.69 2.7 2.69 2.68 2.65 2.679 2 5 ACABADO ANTIDESLIZANTE SOBRE PISO T/ACERA M2 4.07 4.07 4.11 4.12 4.14 4.09 4.08 4.11 4.13 4.07 4.08 4.07 4.1 4.13 4.1 4.08 4.12 4.12 4.1 4.11 4.11 4.13 4.13 4.16 4.13 4.12 4.08 4.19 2 7 Impermeabilización de superficie concreto (Incl impermeabilizante adi refuerzo y adi arena) M2 4.78 4.79 4.82 4.84 4.86 4.81 4.8 4.83 4.86 4.78 4.79 4.78 4.81 4.85 4.82 4.79 4.84 4.84 4.81 4.82 4.83 4.86 4.85 4.88 4.85 4.83 4.79 4.829 2 8 Impermeabilización de losa con base emulsión betun de asfalto M2 5.19 5.2 5.24 5.27 5.29 5.22 5.22 5.25 5.28 5.2 5.21 5.19 5.23 5.28 5.24 5.21 5.26 5.27 5.23 5.24 5.25 5.28 5.28 5.31 5.28 5.26 5.21 5.249 2 9 Conformación de columnas con denglas Ø=20 cms M 55.28 55.38 55.81 56.03 56.25 55.6 55.5 55.9 56.18 55.35 55.45 55.28 55.71 56.16 55.77 55.45 56.01 56.06 55.69 55.81 55.92 56.2 56.14 56.49 56.17 55.93 55.39 55.789 2 10 Martelinado de superficies curvas M2 6.13 6.14 6.19 6.21 6.24 6.16 6.15 6.2 6.23 6.13 6.15 6.13 6.18 6.22 6.18 6.15 6.21 6.21 6.17 6.19 6.2 6.23 6.22 6.26 6.23 6.2 6.14 6.189 3 1 Repello de superficies verticales e=0.02 M= 1:4 M2 4.31 4.31 4.35 4.36 4.38 4.33 4.32 4.35 4.38 4.31 4.32 4.31 4.34 4.37 4.34 4.32 4.36 4.37 4.34 4.35 4.36 4.38 4.37 4.4 4.38 4.36 4.32 4.359 3 2 REPELLO DE VIGA MENOR 1MT. DE PERÍM. E=2CM; M= 1:4 M 7.28 7.3 7.35 7.38 7.41 7.33 7.31 7.36 7.4 7.29 7.3 7.28 7.34 7.4 7.35 7.31 7.38 7.38 7.34 7.35 7.37 7.4 7.4 7.44 7.4 7.37 7.3 7.359 3 3 REPELLO DE CUADRADOS 0.2 M. DE ANCHO E=0.02 M 1:4 M 2.64 2.64 2.66 2.67 2.68 2.65 2.65 2.67 2.68 2.64 2.64 2.64 2.66 2.68 2.66 2.64 2.67 2.67 2.66 2.66 2.67 2.68 2.68 2.69 2.68 2.67 2.64 2.669 3 4 REPELLO VIGA PERIM. MAYOR 1M. E=2.0CM MEZCLA 1:4 M 5.24 5.25 5.29 5.31 5.33 5.27 5.26 5.3 5.33 5.25 5.26 5.24 5.28 5.33 5.29 5.26 5.31 5.32 5.28 5.29 5.3 5.33 5.32 5.36 5.33 5.3 5.25 5.299 3 5 Repello de superficies horizontales e=2 cms proporción de mezcla 1:4 M2 4.64 4.64 4.68 4.7 4.72 4.66 4.66 4.69 4.71 4.64 4.65 4.64 4.67 4.71 4.68 4.65 4.7 4.7 4.67 4.68 4.69 4.71 4.71 4.74 4.71 4.69 4.65 4.689 3 6 REPELLO DE SUPERFICIES HORIZ.CARA SUPERIOR 0.02 M M2 4.09 4.1 4.13 4.14 4.16 4.11 4.1 4.13 4.16 4.09 4.1 4.09 4.12 4.15 4.12 4.1 4.14 4.15 4.12 4.13 4.14 4.16 4.15 4.18 4.15 4.14 4.1 4.139 3 7 RESANADO DE PARED (INC. AFINADO) M2 10.97 10.99 11.07 11.12 11.16 11.03 11.01 11.09 11.15 10.98 11 10.97 11.05 11.14 11.07 11 11.11 11.12 11.05 11.07 11.1 11.15 11.14 11.21 11.15 11.1 10.99 11.079 3 8 RESANADO DE GRIETAS M 0.64 0.65 0.65 0.65 0.66 0.65 0.65 0.65 0.65 0.64 0.65 0.64 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.66 0.65 0.65 0.65 0.659 3 9 REPELLO DE PARED C/IMPERMEABILIZANTE M2 6.73 6.74 6.8 6.82 6.85 6.77 6.76 6.81 6.84 6.74 6.75 6.73 6.78 6.84 6.79 6.75 6.82 6.83 6.78 6.8 6.81 6.84 6.84 6.88 6.84 6.81 6.74 6.799 3 10 REPELLO DE COLUMNAS MENOR 1MT.DE PERIM;E=2CM;M=1:4 M 8.45 8.47 8.54 8.57 8.6 8.5 8.49 8.55 8.59 8.47 8.48 8.45 8.52 8.59 8.53 8.48 8.57 8.57 8.52 8.54 8.55 8.6 8.59 8.64 8.59 8.56 8.47 8.539 3 11 REPELLO DE COLUMNA >1MT. DE PERÍM.;E=2CM.; M=1:4 M2 8.45 8.47 8.54 8.57 8.6 8.5 8.49 8.55 8.59 8.47 8.48 8.45 8.52 8.59 8.53 8.48 8.57 8.57 8.52 8.54 8.55 8.6 8.59 8.64 8.59 8.56 8.47 8.539 3 12 REPELLO EN SUPERFICIES CURVAS M2 7.38 7.39 7.45 7.48 7.51 7.42 7.41 7.46 7.5 7.39 7.4 7.38 7.44 7.5 7.44 7.4 7.47 7.48 7.43 7.45 7.46 7.5 7.49 7.54 7.5 7.47 7.39 7.459 3 13 REPELLO EN SUP.CURVAS C/IMPERMEABILIZANTE M2 7.9 7.91 7.98 8.01 8.04 7.95 7.93 7.99 8.03 7.91 7.92 7.9 7.96 8.03 7.97 7.92 8 8.01 7.96 7.98 7.99 8.03 8.03 8.07 8.03 7.99 7.92 7.979 3 14 RESANADO DE PISO M2 0.88 0.89 0.89 0.9 0.9 0.89 0.89 0.89 0.9 0.89 0.89 0.88 0.89 0.9 0.89 0.89 0.9 0.9 0.89 0.89 0.89 0.9 0.9 0.9 0.9 0.89 0.89 0.899 3 15 REPELLO DE ARISTAS M 1.5 1.5 1.51 1.52 1.52 1.51 1.5 1.51 1.52 1.5 1.5 1.5 1.51 1.52 1.51 1.5 1.52 1.52 1.51 1.51 1.52 1.52 1.52 1.53 1.52 1.52 1.5 1.519 3 16 REPELLO DE TALUD E = 8 CM. CON MALLA CICLÓN M2 23.8 23.84 24.03 24.12 24.22 23.95 23.89 24.07 24.2 23.83 23.87 23.8 23.99 24.19 24.02 23.87 24.11 24.13 23.98 24.03 24.08 24.21 24.18 24.32 24.19 24.08 23.85 24.029 3 17 REPELLO SUPERFICIES VERTICALES C/SIKAN+FIBRA VIDRI M2 8.48 8.5 8.57 8.6 8.63 8.53 8.52 8.58 8.62 8.5 8.51 8.48 8.55 8.62 8.56 8.51 8.6 8.6 8.55 8.57 8.58 8.63 8.62 8.67 8.62 8.59 8.5 8.569 3 18 REPELLO EN COLUMNA CIRCULAR E=0.02 M 1:4 M2 7.66 7.67 7.73 7.76 7.79 7.7 7.69 7.74 7.78 7.67 7.68 7.66 7.72 7.78 7.73 7.68 7.76 7.77 7.72 7.73 7.75 7.79 7.78 7.83 7.78 7.75 7.68 7.739 3 19 ADOBADO M2 3.15 3.16 3.18 3.2 3.21 3.17 3.17 3.19 3.21 3.16 3.16 3.15 3.18 3.2 3.18 3.16 3.19 3.2 3.18 3.18 3.19 3.21 3.2 3.22 3.2 3.19 3.16 3.189 3 20 REPELLO DE EMPEDRADO 1:4 M2 7.74 7.75 7.81 7.84 7.87 7.78 7.77 7.82 7.86 7.75 7.76 7.74 7.8 7.86 7.81 7.76 7.84 7.85 7.79 7.81 7.83 7.87 7.86 7.91 7.86 7.83 7.75 7.819 3 21 REPELLO EN PARED DE ADOBE M2 19.03 19.06 19.21 19.29 19.37 19.14 19.11 19.25 19.34 19.06 19.09 19.03 19.18 19.34 19.2 19.09 19.28 19.3 19.18 19.22 19.25 19.35 19.33 19.45 19.34 19.25 19.07 19.29 3 22 REPELLO DE SUPERF.TERMINADA DE PISO C/MORTERO 1:3 M2 4.09 4.1 4.13 4.14 4.16 4.11 4.1 4.13 4.16 4.09 4.1 4.09 4.12 4.15 4.12 4.1 4.14 4.15 4.12 4.13 4.14 4.16 4.15 4.18 4.15 4.14 4.1 4.139 3 23 Repello en canaletas M2 6.67 6.69 6.74 6.76 6.8 6.72 6.71 6.76 6.79 6.68 6.71 6.67 6.72 6.78 6.74 6.71 6.76 6.77 6.72 6.74 6.76 6.79 6.78 6.83 6.78 6.76 6.69 6.749 3 24 Repello en canaleta de aguas lluvias Mortero 1:4 M2 4 4.01 4.04 4.05 4.07 4.02 4.02 4.05 4.07 4 4.02 4 4.03 4.07 4.04 4.02 4.05 4.05 4.03 4.04 4.05 4.07 4.07 4.09 4.07 4.05 4.01 4.049 3 30 REPELLO PARA PAREDES DE COVINTEC M2 11.11 11.12 11.21 11.25 11.29 11.16 11.14 11.23 11.28 11.11 11.14 11.11 11.19 11.28 11.2 11.14 11.25 11.25 11.19 11.21 11.23 11.28 11.28 11.34 11.28 11.23 11.13 11.29 3 31 Repello de superficies verticales e=0.02 M= 1:3 M2 5.06 5.06 5.1 5.12 5.14 5.09 5.08 5.11 5.14 5.06 5.07 5.06 5.09 5.14 5.1 5.07 5.12 5.13 5.09 5.1 5.11 5.14 5.13 5.17 5.14 5.12 5.07 5.19 3 32 Repello de cuadrado de 10cm de ancho e=0.02 M 1:4 M 2.28 2.28 2.3 2.3 2.31 2.29 2.29 2.3 2.31 2.28 2.28 2.28 2.29 2.31 2.3 2.28 2.3 2.31 2.29 2.3 2.3 2.31 2.31 2.32 2.31 2.3 2.28 2.39 3 33 Azotado de Superficies Verticales M2 3.24 3.24 3.27 3.28 3.3 3.26 3.25 3.28 3.29 3.24 3.25 3.24 3.27 3.29 3.27 3.25 3.28 3.28 3.27 3.27 3.28 3.3 3.29 3.31 3.29 3.28 3.25 3.279 3 34 Repello de Pozos M2 7.14 7.15 7.21 7.23 7.26 7.18 7.16 7.22 7.26 7.15 7.16 7.14 7.19 7.25 7.2 7.16 7.23 7.24 7.19 7.21 7.22 7.26 7.25 7.29 7.26 7.22 7.15 7.29 3 35 REPELLO DE SUPERFICIES VERTICALES CON ESTUCO e = 5 mm M2 3.99 3.99 4.03 4.04 4.06 4.01 4 4.03 4.05 3.99 4 3.99 4.02 4.05 4.02 4 4.04 4.04 4.02 4.03 4.03 4.05 4.05 4.07 4.05 4.03 4 4.029 3 36 REPELLO EN SUPERFICIES HORIZONTALES CON ESTUCO E = 5 MM M2 4.38 4.39 4.43 4.44 4.46 4.41 4.4 4.43 4.46 4.39 4.4 4.38 4.42 4.45 4.42 4.4 4.44 4.45 4.42 4.43 4.44 4.46 4.45 4.48 4.46 4.44 4.39 4.429 3 37 REPELLO DE CUADRADOS DE 20 CMS. DE ANCHO CON ESTUCO E= 5 MM M 2.81 2.81 2.83 2.85 2.86 2.82 2.82 2.84 2.85 2.81 2.82 2.81 2.83 2.85 2.83 2.82 2.84 2.85 2.83 2.83 2.84 2.85 2.85 2.87 2.85 2.84 2.81 2.839 3 38 REPELLO DE VIGAS HASTA 1 METRO DE PERIMIETRO CON ESTUCO E=5 MM M 6.58 6.59 6.64 6.67 6.69 6.61 6.6 6.65 6.68 6.58 6.6 6.58 6.63 6.68 6.63 6.6 6.66 6.67 6.63 6.64 6.65 6.69 6.68 6.72 6.68 6.65 6.59 6.649 3 39 REPELLO DE COLUMNA HASTA 1 METRO DE PERIMETRO CON ESTUCO E=5 MM M2 6.86 6.88 6.93 6.96 6.98 6.9 6.89 6.94 6.98 6.87 6.88 6.86 6.92 6.97 6.93 6.88 6.95 6.96 6.92 6.93 6.94 6.98 6.97 7.01 6.97 6.94 6.88 6.939 3 40 REPARACIÓN DE GRIETAS EN PAREDES INTERNAS DE TANQUE M 7.71 7.72 7.78 7.81 7.84 7.75 7.74 7.79 7.83 7.72 7.73 7.71 7.77 7.83 7.78 7.73 7.81 7.81 7.77 7.78 7.8 7.84 7.83 7.87 7.83 7.8 7.72 7.789 3 41 RESANE DE GRIETAS CON MATERIAL ELASTOMÉRICO M 3.07 3.08 3.1 3.11 3.12 3.09 3.08 3.11 3.12 3.07 3.08 3.07 3.09 3.12 3.1 3.08 3.11 3.11 3.09 3.1 3.11 3.12 3.12 3.14 3.12 3.11 3.08 3.19 3 42 Resane en superficies de concreto (Incluye escarificado adherente y repello) M2 9 9.01 9.08 9.12 9.18 9.05 9.02 9.11 9.18 9 9.01 9 9.07 9.17 9.07 9.01 9.12 9.14 9.06 9.08 9.11 9.18 9.15 9.21 9.17 9.12 9.01 9.079 3 43 Repello de cuadrado de 15cm de ancho e=0.02 M 1:4 M 2.38 2.38 2.41 2.41 2.42 2.39 2.39 2.41 2.42 2.38 2.38 2.38 2.39 2.42 2.41 2.38 2.41 2.42 2.39 2.41 2.41 2.42 2.42 2.43 2.42 2.41 2.38 2.419 3 44 Repello en canaleta de aguas lluvias Mortero 1:3 M2 5.39 5.4 5.45 5.46 5.49 5.43 5.42 5.46 5.49 5.4 5.42 5.39 5.43 5.48 5.45 5.42 5.46 5.47 5.43 5.45 5.46 5.49 5.48 5.51 5.48 5.46 5.4 5.459 4 1 AFINADO DE SUPERFICIES VERTICALES 1:1 M2 1.94 1.94 1.96 1.97 1.98 1.95 1.95 1.96 1.97 1.94 1.95 1.94 1.96 1.97 1.96 1.95 1.97 1.97 1.96 1.96 1.96 1.97 1.97 1.98 1.97 1.96 1.94 1.969 4 2 Afinado de vigas/soleras SC con perimetro menor de 1.0m; proporción de mezcla 1:1 M 5.6 5.61 5.65 5.67 5.7 5.63 5.62 5.66 5.69 5.61 5.61 5.6 5.64 5.69 5.65 5.62 5.67 5.68 5.64 5.65 5.66 5.69 5.69 5.72 5.69 5.66 5.61 5.659 4 3 Afinado de cuadrados de 0.20m de ancho; proporción de mezcla 1:1 M 4.96 4.97 5.01 5.03 5.05 4.99 4.98 5.01 5.04 4.97 4.97 4.96 5 5.04 5 4.97 5.02 5.03 5 5.01 5.02 5.04 5.04 5.07 5.04 5.02 4.97 59 4 4 AFINADO VIGA PERIM. > 1.0M E=2.0CM M 3.49 3.5 3.52 3.54 3.55 3.51 3.5 3.53 3.55 3.49 3.5 3.49 3.52 3.55 3.52 3.5 3.54 3.54 3.52 3.52 3.53 3.55 3.54 3.57 3.55 3.53 3.5 3.529 4 5 AFINADO DE SUPERFICIES HORIZONTALES 1:1 M2 2.06 2.06 2.08 2.09 2.1 2.07 2.07 2.08 2.09 2.06 2.07 2.06 2.08 2.09 2.08 2.07 2.09 2.09 2.08 2.08 2.08 2.1 2.09 2.11 2.09 2.09 2.07 2.089 4 6 AFINADO EN SUPERFICIES CURVAS M2 2.5 2.5 2.52 2.53 2.54 2.51 2.51 2.53 2.54 2.5 2.5 2.5 2.52 2.54 2.52 2.51 2.53 2.53 2.52 2.52 2.53 2.54 2.54 2.55 2.54 2.53 2.5 2.52

9 4 7 AFINADO DE COLUMNA >1MT. DE PERÍM.; M=1:1 M2 3.31 3.31 3.34 3.35 3.37 3.33 3.32 3.34 3.36 3.31 3.32 3.31 3.33 3.36 3.34 3.32 3.35 3.35 3.33 3.34 3.35 3.36 3.36 3.38 3.36 3.35 3.31 3.349 4 8 AFINADO DE COLUMNA MENOR 1MT. DE PERIM.;M=1:1 M 3.31 3.31 3.34 3.35 3.37 3.33 3.32 3.34 3.36 3.31 3.32 3.31 3.33 3.36 3.34 3.32 3.35 3.35 3.33 3.34 3.35 3.36 3.36 3.38 3.36 3.35 3.31 3.349 4 9 Afinado en canaletas Proporción 1:1 M2 1.69 1.69 1.71 1.71 1.73 1.71 1.7 1.71 1.73 1.69 1.69 1.69 1.71 1.73 1.71 1.69 1.71 1.72 1.71 1.71 1.71 1.73 1.73 1.73 1.73 1.71 1.69 1.719 4 15 Afinado de cuadrado de 10cm de ancho M 1:1 M 0.91 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.91 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.93 0.92 0.92 0.92 0.929 4 16 AFINADO DE SUPERIFICIES VERTICALES CON ESTUCO E= 2 MM M2 3.17 3.17 3.2 3.21 3.22 3.18 3.18 3.2 3.22 3.17 3.17 3.17 3.19 3.22 3.19 3.18 3.21 3.21 3.19 3.2 3.2 3.22 3.22 3.23 3.22 3.2 3.17 3.199 4 17 AFINADO DE SUPERFICIES HORIZONTALES CON ESTUCO E = 2 MM M2 3.57 3.57 3.6 3.61 3.63 3.59 3.58 3.61 3.62 3.57 3.58 3.57 3.59 3.62 3.6 3.58 3.61 3.62 3.59 3.6 3.61 3.63 3.62 3.64 3.62 3.61 3.57 3.69 4 18 AFINADO DE CUADRADOS DE 20 CMS. DE ANCHO CON ESTUCO E=2 MM M 1.14 1.14 1.15 1.16 1.16 1.15 1.14 1.15 1.16 1.14 1.14 1.14 1.15 1.16 1.15 1.14 1.15 1.16 1.15 1.15 1.15 1.16 1.16 1.16 1.16 1.15 1.14 1.159 4 19 AFINADO DE VIGA HASTA 1 METRO DE PERIMETRO CON ESTUCO E=2 MM M 3.52 3.53 3.56 3.57 3.59 3.54 3.54 3.56 3.58 3.53 3.53 3.52 3.55 3.58 3.56 3.53 3.57 3.57 3.55 3.56 3.56 3.58 3.58 3.6 3.58 3.57 3.53 3.569 4 20 AFINADO DE COLUMNA HASTA 1 METRO DE PERIMETRO CON ESTUCO E = 2 MM M2 3.54 3.55 3.57 3.59 3.6 3.56 3.55 3.58 3.6 3.54 3.55 3.54 3.57 3.6 3.57 3.55 3.59 3.59 3.57 3.57 3.58 3.6 3.6 3.62 3.6 3.58 3.55 3.579 4 21 Afinado de cuadrado de 15cm de ancho M 1:1 M 0.93 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.93 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.95 0.94 0.94 0.94 0.949 5 1 Pulido de paredes M2 4.08 4.09 4.12 4.14 4.15 4.11 4.1 4.13 4.15 4.09 4.09 4.08 4.11 4.15 4.12 4.09 4.13 4.14 4.11 4.12 4.13 4.15 4.15 4.17 4.15 4.13 4.09 4.129 5 2 PULIDO EN SUPERFICIES HORIZONTALES M2 3.09 3.1 3.12 3.13 3.14 3.11 3.1 3.12 3.14 3.09 3.1 3.09 3.11 3.14 3.12 3.1 3.13 3.13 3.11 3.12 3.13 3.14 3.14 3.16 3.14 3.13 3.1 3.129 5 3 PULIDO D/COLORPISO CANCHA(CON PIGMENTO MINERAL) M2 5.16 5.17 5.21 5.23 5.25 5.19 5.18 5.22 5.24 5.16 5.17 5.16 5.2 5.24 5.2 5.17 5.23 5.23 5.2 5.21 5.22 5.24 5.24 5.27 5.24 5.22 5.17 5.219 5 4 Pulido de paredes M2 4.62 4.63 4.66 4.69 4.7 4.65 4.65 4.68 4.7 4.63 4.64 4.62 4.66 4.69 4.66 4.64 4.69 4.69 4.66 4.66 4.68 4.7 4.69 4.72 4.7 4.68 4.63 4.669 5 5 Pulido de Pozos M2 2.87 2.87 2.89 2.91 2.92 2.88 2.88 2.9 2.91 2.87 2.88 2.87 2.89 2.91 2.89 2.88 2.91 2.91 2.89 2.9 2.9 2.92 2.91 2.93 2.91 2.9 2.87 2.899 5 6 Pulido de canaleta de aguas lluvias M2 3.37 3.38 3.4 3.42 3.43 3.39 3.39 3.41 3.43 3.38 3.38 3.37 3.4 3.43 3.4 3.38 3.42 3.42 3.4 3.4 3.41 3.43 3.42 3.45 3.43 3.41 3.38 3.49 6 1 CIELO FALSO FIBROCEMENTO 4`X2`X6MM SUSP.ALUM. M2 9.43 9.44 9.52 9.56 9.59 9.48 9.47 9.53 9.58 9.44 9.46 9.43 9.5 9.58 9.51 9.46 9.55 9.56 9.5 9.52 9.54 9.58 9.57 9.63 9.58 9.54 9.45 9.519 6 2 CIELO FALSO DE PLYWOOD (INC. RIOSTRADO) M2 14.32 14.35 14.46 14.52 14.57 14.41 14.38 14.48 14.56 14.34 14.37 14.32 14.43 14.55 14.45 14.37 14.51 14.52 14.43 14.46 14.49 14.56 14.54 14.63 14.55 14.49 14.35 14.459 6 3 Sustitución de losetas de fibrocemento M2 5.44 5.45 5.49 5.51 5.53 5.47 5.46 5.5 5.53 5.45 5.46 5.44 5.48 5.53 5.49 5.46 5.51 5.52 5.48 5.49 5.5 5.53 5.52 5.56 5.53 5.5 5.45 5.499 6 4 CIELO FALSO TABLAROCA PINTADO C/TRATAMIENTO JUNTAS M2 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.59 6 5 CIELO FLASO FIBROCEMENTO EN SUSPENSION DE MADERA M2 31.14 31.2 31.44 31.57 31.69 31.33 31.27 31.49 31.66 31.18 31.24 31.14 31.39 31.64 31.42 31.24 31.56 31.58 31.38 31.45 31.51 31.66 31.63 31.83 31.65 31.51 31.21 31.439 6 6 CIELO FALSO RIOSTRA CONACASTE C/PLYWOOD 1/4 SISADO M2 16.3 16.33 16.46 16.52 16.59 16.4 16.37 16.48 16.57 16.32 16.35 16.3 16.43 16.56 16.45 16.35 16.52 16.53 16.42 16.46 16.49 16.57 16.56 16.66 16.56 16.5 16.34 16.459 6 7 CIELO FALSO TABLAROCA VERDEWR C/PERFIL Y PINTURA M2 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.5 16.59 6 8 CIELO FALSO ENTRMADO DE MADERA VISTA M2 80.44 80.58 81.21 81.54 81.85 80.91 80.77 81.34 81.76 80.54 80.69 80.44 81.07 81.72 81.16 80.7 81.5 81.57 81.04 81.22 81.38 81.78 81.69 82.2 81.74 81.4 80.61 81.179 6 9 Reinstalación de cielo falso (Losetas y perfilería) M2 2.41 2.42 2.44 2.45 2.46 2.43 2.42 2.44 2.45 2.42 2.42 2.41 2.43 2.45 2.43 2.42 2.44 2.45 2.43 2.44 2.44 2.45 2.45 2.47 2.45 2.44 2.42 2.449 6 11 Cielo Falso de Tabla Roca (hechura lijado y pintado) M2 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.5 14.59 6 12 SUM. E INSTALACION DE CIELO FALSO DE FIBRA MINERAL 2´ X 2´ X 6MM M2 9.97 9.98 10.06 10.1 10.14 10.03 10.01 10.08 10.13 9.98 10 9.97 10.04 10.12 10.06 10 10.1 10.11 10.04 10.06 10.08 10.13 10.12 10.18 10.13 10.08 9.99 10.069 6 13 Arriostramiento sismo-resitente @2.40 m A.S. en cielo falso. ver detalle M2 1.78 1.79 1.8 1.81 1.82 1.79 1.79 1.8 1.81 1.79 1.79 1.78 1.8 1.81 1.8 1.79 1.81 1.81 1.8 1.8 1.8 1.81 1.81 1.82 1.81 1.81 1.79 1.89 6 14 Fascia y cornisa 1.30mts de ancho con h=0.35mts con estructura conacaste@0.45m A.S. y fibrocemento 6mm M 54.96 55.06 55.48 55.71 55.93 55.28 55.18 55.57 55.86 55.03 55.13 54.96 55.39 55.83 55.45 55.13 55.68 55.73 55.37 55.49 55.6 55.88 55.81 56.16 55.85 55.61 55.07 55.469 6 15 Estructura de soporte en cielo falso Tubo de 1x1CH14@1m A.S ver detalle M2 11.67 11.69 11.76 11.8 11.84 11.73 11.71 11.78 11.83 11.68 11.7 11.67 11.75 11.82 11.76 11.7 11.8 11.81 11.74 11.76 11.78 11.83 11.82 11.88 11.83 11.78 11.69 11.769 6 16 Cielo falso en RX con estructura de soporte de tubo 2"x1" CH14 @0.50 en A.S. (Inc. PL plomo e=3mm) M2 322.41 322.93 325.16 326.37 327.49 324.1 323.59 325.65 327.14 322.78 323.29 322.41 324.66 327.01 325 323.32 326.23 326.5 324.57 325.19 325.79 327.23 326.93 328.74 327.08 325.84 323.02 325.039 6 17 Cielo falso de fibra mineral 2'x2'x5/8" M2 14.48 14.5 14.62 14.68 14.73 14.56 14.54 14.64 14.72 14.5 14.52 14.48 14.59 14.71 14.61 14.52 14.67 14.68 14.59 14.62 14.65 14.72 14.7 14.79 14.71 14.65 14.51 14.619 6 18 Reparación de cielo falso de fibrocemento de 6mm (Inc desmontaje y sustitución de loseta) M2 6 6.01 6.06 6.08 6.1 6.03 6.02 6.07 6.1 6.01 6.01 6 6.04 6.1 6.05 6.01 6.07 6.09 6.04 6.06 6.07 6.1 6.1 6.12 6.1 6.07 6.01 6.059 6 19 Cielo falso de densglass con estructura metálica. M2 24.06 24.1 24.29 24.39 24.48 24.2 24.15 24.32 24.45 24.09 24.13 24.06 24.24 24.44 24.27 24.13 24.37 24.39 24.24 24.29 24.34 24.46 24.43 24.58 24.44 24.34 24.11 24.279 6 20 Fascia y cornisa c/forro densglass 0.70mts de ancho con h=0.50mts con estructura existente M 24.57 24.62 24.81 24.91 25 24.72 24.67 24.85 24.97 24.6 24.65 24.57 24.76 24.96 24.79 24.65 24.9 24.92 24.76 24.81 24.86 24.98 24.96 25.11 24.97 24.86 24.62 24.89 6 21 Fascia con forro de fiblolit de 6mm ancho =0.65mts y h=0.50mts con estructura de conacaste M 35.6 35.66 35.94 36.09 36.22 35.81 35.74 36 36.18 35.64 35.71 35.6 35.88 36.16 35.92 35.71 36.07 36.1 35.87 35.94 36.01 36.19 36.15 36.38 36.17 36.02 35.67 35.929 7 1 ENCHAPADO DE AZULEJO 11X11 CMS SISA C/PORCELANA M2 30.07 30.12 30.35 30.48 30.6 30.24 30.2 30.41 30.56 30.11 30.16 30.07 30.3 30.54 30.34 30.16 30.46 30.5 30.29 30.36 30.42 30.57 30.54 30.73 30.56 30.43 30.13 30.359 7 2 Enchapado de azulejo con sisa de porcelana M2 21.43 21.47 21.64 21.73 21.81 21.56 21.52 21.67 21.79 21.46 21.5 21.43 21.6 21.77 21.63 21.5 21.72 21.74 21.59 21.64 21.68 21.79 21.77 21.9 21.78 21.69 21.48 21.639 7 3 ENCHAPADO DE AZULEJO M2 28.1 28.15 28.37 28.48 28.59 28.26 28.21 28.41 28.56 28.13 28.19 28.1 28.32 28.55 28.35 28.19 28.47 28.49 28.31 28.37 28.43 28.57 28.54 28.71 28.55 28.43 28.16 28.359 7 4 ENCHAPADO DE AZULEJO (28*44) M2 36.2 36.26 36.55 36.69 36.84 36.41 36.35 36.6 36.79 36.25 36.31 36.2 36.48 36.77 36.52 36.31 36.68 36.71 36.47 36.55 36.62 36.8 36.76 36.99 36.78 36.63 36.27 36.539 7 5 LISTELO DE AZULEJO NINO(28*10) M 19.74 19.77 19.93 20.01 20.09 19.85 19.82 19.96 20.06 19.76 19.8 19.74 19.89 20.05 19.92 19.8 20 20.02 19.89 19.93 19.97 20.07 20.05 20.17 20.06 19.97 19.78 19.929 7 6 LISTELO DE AZULEJO(28*10) M 5.31 5.31 5.33 5.33 5.34 5.32 5.32 5.33 5.34 5.31 5.32 5.31 5.32 5.34 5.33 5.32 5.33 5.33 5.32 5.33 5.33 5.34 5.34 5.35 5.34 5.33 5.31 5.339 7 7 ENCHAPADO DE CERAMICA 20X20CM ES PARED M2 20.54 20.57 20.73 20.82 20.9 20.66 20.62 20.77 20.87 20.56 20.6 20.54 20.7 20.86 20.72 20.6 20.81 20.83 20.69 20.74 20.78 20.88 20.86 20.99 20.87 20.78 20.58 20.729 7 8 ENCHAPE DE LAJA EN PARED M2 63.4 63.52 64.01 64.27 64.52 63.78 63.66 64.11 64.44 63.48 63.6 63.4 63.9 64.41 63.97 63.6 64.24 64.3 63.88 64.02 64.14 64.46 64.39 64.79 64.43 64.16 63.53 63.989 7 10 ENCHAPE CON CHAPA SPLIT FACE U 2.93 2.93 2.95 2.97 2.98 2.94 2.94 2.96 2.97 2.93 2.93 2.93 2.95 2.97 2.95 2.94 2.96 2.97 2.95 2.95 2.96 2.97 2.97 2.99 2.97 2.96 2.93 2.959 7 11 Enchape de Pared con Laja de Color M2 44.13 44.21 44.55 44.73 44.91 44.39 44.31 44.62 44.86 44.19 44.26 44.13 44.48 44.83 44.53 44.27 44.71 44.75 44.46 44.56 44.65 44.87 44.82 45.1 44.85 44.65 44.22 44.539 7 12 ENCHAPADO DE PARED CON FACHALETA DE BARRO DE 7 X 25 CMS. M2 24.55 24.59 24.78 24.87 24.97 24.69 24.64 24.81 24.94 24.57 24.62 24.55 24.73 24.94 24.76 24.62 24.87 24.88 24.72 24.78 24.83 24.95 24.92 25.08 24.94 24.83 24.59 24.779 7 13 Enchape de pared con Celocia tipo Galleta 12.5x25cm. M2 16.87 16.9 17.03 17.1 17.16 16.97 16.93 17.05 17.14 16.89 16.92 16.87 17 17.14 17.02 16.92 17.09 17.1 16.99 17.03 17.06 17.15 17.13 17.24 17.14 17.07 16.9 17.029 7 14 Enchapado con split face color adobe 5x20x40 (sisa coloreada) M2 32.04 32.1 32.34 32.47 32.6 32.23 32.18 32.4 32.56 32.09 32.14 32.04 32.29 32.54 32.33 32.15 32.46 32.49 32.29 32.35 32.42 32.57 32.54 32.75 32.56 32.42 32.11 32.339 7 15 Enchapado con azulejo M2 21.05 21.08 21.24 21.32 21.42 21.16 21.13 21.27 21.39 21.07 21.11 21.05 21.21 21.39 21.23 21.11 21.32 21.34 21.2 21.25 21.28 21.41 21.38 21.5 21.39 21.3 21.08 21.239 8 1 SISADO PARED DE LADRILLO M2 1.43 1.43 1.44 1.45 1.45 1.44 1.43 1.44 1.45 1.43 1.43 1.43 1.44 1.45 1.44 1.43 1.45 1.45 1.44 1.44 1.44 1.45 1.45 1.46 1.45 1.44 1.43 1.449 9 2 CANECILLO DE MADERA DE CONACASTE M 20.35 20.39 20.55 20.63 20.71 20.47 20.44 20.58 20.69 20.38 20.42 20.35 20.51 20.68 20.54 20.42 20.62 20.64 20.51 20.55 20.59 20.69 20.67 20.8 20.68 20.6 20.4 20.549 9 3 MOLDURA DE MADERA DE CONACASTE PARA FACHADA M 19.04 19.07 19.22 19.3 19.37 19.15 19.12 19.25 19.35 19.06 19.1 19.04 19.19 19.34 19.21 19.1 19.29 19.31 19.18 19.22 19.26 19.36 19.34 19.46 19.35 19.27 19.08 19.219 9 4 Forro de estructura con policarbonato de 6 mm (Suministro e instalación) M2 69.26 69.38 69.92 70.21 70.48 69.67 69.54 70.04 70.4 69.35 69.47 69.26 69.8 70.36 69.88 69.48 70.17 70.24 69.78 69.93 70.07 70.42 70.34 70.78 70.38 70.08 69.41 69.899 9 5 Forro de pared (Para rayos X) con Placa de plomo 1.5mm anclada a pared + tablaroca M2 214 214.35 215.91 216.74 217.51 215.17 214.82 216.24 217.26 214.26 214.62 214 215.55 217.17 215.79 214.64 216.63 216.82 215.49 215.92 216.33 217.33 217.11 218.36 217.22 216.37 214.42 215.819 9 6 Protección de pared split face con aplicación de pintura transparente e impermeabilizante M2 3.13 3.14 3.16 3.18 3.19 3.15 3.15 3.17 3.18 3.14 3.14 3.13 3.16 3.18 3.16 3.14 3.17 3.18 3.16 3.16 3.17 3.19 3.18 3.2 3.18 3.17 3.14 3.169 9 7 Tapón con tablaroca (incluye estructura metálica de soporte) M2 14.98 15 15.11 15.17 15.22 15.06 15.03 15.13 15.2 14.99 15.02 14.98 15.08 15.2 15.1 15.02 15.16 15.17 15.08 15.11 15.14 15.21 15.19 15.28 15.2 15.14 15.01 15.19 9 8 Forro de pared con tablaroca (Incluye estructura de madera de soporte) M2 13.78 13.81 13.91 13.97 14.02 13.86 13.84 13.94 14.01 13.8 13.82 13.78 13.89 14 13.91 13.83 13.96 13.98 13.88 13.92 13.94 14.01 14 14.08 14 13.95 13.81 13.919 9 9 Picado repello afinado y pintura de aceite en bancas de concreto M2 15.65 15.68 15.8 15.86 15.96 15.75 15.71 15.83 15.95 15.66 15.69 15.65 15.79 15.94 15.79 15.69 15.86 15.89 15.78 15.8 15.83 15.95 15.92 16 15.94 15.85 15.68 15.799 9 10 Conformación de columnas con densglas Ø=20cm incluye pintura M 43.67 43.75 44.09 44.27 44.44 43.93 43.85 44.16 44.38 43.73 43.8 43.67 44.01 44.36 44.06 43.81 44.24 44.28 44 44.09 44.18 44.4 44.35 44.62 44.38 44.19 43.76 44.079 9 11 Conformación de columnas con densglas Ø=26cm incluye pintura M 56.76 56.88 57.3 57.54 57.78 57.11 57 57.42 57.71 56.86 56.94 56.76 57.19 57.68 57.28 56.95 57.5 57.56 57.19 57.3 57.43 57.72 57.63 58.02 57.71 57.45 56.89 57.28

10 ARTEFACTOS SANITARIOS10 1 1 LOSA Y TASA P/ S.S. DE FOSO U 66.99 67.11 67.63 67.91 68.17 67.38 67.26 67.74 68.09 67.08 67.2 66.99 67.51 68.05 67.59 67.2 67.87 67.93 67.49 67.64 67.77 68.11 68.03 68.46 68.07 67.79 67.13 67.610 1 2 ASIENTO PARA LETRINA U 45.23 45.31 45.66 45.84 46.02 45.49 45.41 45.73 45.97 45.28 45.37 45.23 45.58 45.94 45.63 45.37 45.82 45.86 45.56 45.66 45.75 45.98 45.93 46.22 45.96 45.76 45.32 45.6410 1 3 INODORO COMPLETO T/ECONOMICO(INCL.TAPA) U 68.88 69 69.54 69.82 70.09 69.29 69.16 69.65 70.01 68.97 69.09 68.88 69.42 69.97 69.5 69.1 69.79 69.85 69.4 69.55 69.69 70.03 69.95 70.39 70 69.7 69.02 69.5110 1 4 URINARIO COMPLETO VALVULA DE FUXOMETRO U 301.03 301.57 303.92 305.15 306.33 302.81 302.26 304.4 305.97 301.42 301.96 301.03 303.38 305.82 303.74 301.99 305 305.28 303.29 303.95 304.55 306.06 305.73 307.62 305.91 304.61 301.66 303.7710 1 5 Inodoro de 2 piezas (para personas con capacidades especiales) C/u 277.99 278.49 280.66 281.8 282.88 279.63 279.13 281.1 282.55 278.35 278.85 277.99 280.16 282.41 280.49 278.88 281.66 281.91 280.08 280.69 281.24 282.63 282.33 284.08 282.49 281.3 278.57 280.5210 1 6 INODORO CON FLUXOMETRO I.S. C/u 311.51 312.07 314.5 315.78 316.99 313.35 312.79 315 316.62 311.91 312.47 311.51 313.94 316.46 314.31 312.5 315.62 315.9 313.84 314.53 315.15 316.71 316.37 318.33 316.55 315.22 312.16 314.3410 1 7 LAVAMANOS A.S. # 401 C/u 78.22 78.36 78.97 79.29 79.59 78.68 78.54 79.09 79.5 78.32 78.46 78.22 78.83 79.46 78.92 78.47 79.25 79.32 78.8 78.98 79.13 79.52 79.44 79.93 79.48 79.15 78.38 78.9310 1 8 MINGITORIO I.S. # 307 C/u 136.21 136.45 137.52 138.07 138.61 137.01 136.77 137.73 138.44 136.39 136.63 136.21 137.27 138.37 137.43 136.64 138.01 138.13 137.23 137.53 137.8 138.48 138.33 139.19 138.41 137.83 136.49 137.4510 1 9 INODORO I.S. # 551 C/u 109.25 109.44 110.3 110.74 111.17 109.89 109.69 110.47 111.04 109.39 109.59 109.25 110.1 110.98 110.23 109.6 110.69 110.79 110.07 110.31 110.53 111.07 110.95 111.64 111.02 110.55 109.48 110.2410 1 10 DUCHA PRICE PFISTER C/u 68.27 68.4 68.93 69.21 69.47 68.68 68.55 69.04 69.39 68.36 68.48 68.27 68.81 69.36 68.89 68.49 69.17 69.24 68.79 68.94 69.07 69.41 69.34 69.77 69.38 69.09 68.42 68.8910 1 11 LAVAMANOS TIPO OVALIN EMPOTRADO EN LOSA CONCRETO C/u 203.49 203.86 205.45 206.28 207.08 204.7 204.33 205.77 206.83 203.76 204.13 203.49 205.08 206.73 205.33 204.15 206.18 206.36 205.02 205.47 205.88 206.89 206.67 207.95 206.79 205.92 203.92 205.3510 1 13 MINGITORIO CON FLUXOMETRO C/u 413.11 413.85 417.07 418.77 420.38 415.55 414.8 417.73 419.88 413.65 414.39 413.11 416.33 419.68 416.83 414.43 418.56 418.93 416.21 417.12 417.94 420.01 419.55 422.16 419.8 418.02 413.98 416.8710 1 14 Inodoro para personas con capacidades especiales; incluye fluxómetro C/u 419.3 420.05 423.33 425.04 426.68 421.77 421.02 424 426.18 419.85 420.6 419.3 422.57 425.97 423.07 420.64 424.84 425.21 422.44 423.37 424.21 426.3 425.84 428.48 426.09 424.29 420.18 423.1210 1 15 Barras de acero inoxidable de 18 y 36"x1¼" para apoyo de personas discapacitadas U 55.84 55.95 56.38 56.61 56.83 56.17 56.07 56.47 56.76 55.92 56.02 55.84 56.28 56.73 56.35 56.02 56.58 56.63 56.26 56.39 56.5 56.78 56.72 57.07 56.75 56.51 55.96 56.3510 1 16 Instalacion de inodoro existente C/u 26.72 26.77 26.98 27.09 27.19 26.88 26.83 27.02 27.16 26.76 26.8 26.72 26.93 27.15 26.96 26.81 27.07 27.1 26.92 26.98 27.03 27.17 27.14 27.31 27.15 27.04 26.78 26.9610 1 17 Instalacion de lavamanos existente C/u 25.77 25.82 26.02 26.12 26.22 25.92 25.88 26.06 26.19 25.8 25.85 25.77 25.97 26.18 26 25.85 26.11 26.13 25.96 26.02 26.07 26.2 26.17 26.34 26.19 26.08 25.83 26.0110 1 18 SUMINISTRO E INSTALACION DE TAZA DE CEMENTO CON SEPARADOR DE ORINA P/LETRINA C/u 25.73 25.77 25.97 26.08 26.18 25.88 25.83 26.02 26.15 25.76 25.81 25.73 25.93 26.14 25.96 25.81 26.07 26.09 25.92 25.98 26.03 26.16 26.13 26.29 26.14 26.03 25.78 25.9610 1 19 VÁLVULA FLOTADOR PARA TANQUE DE INODORO C/u 8.39 8.41 8.47 8.51 8.54 8.44 8.43 8.48 8.53 8.4 8.42 8.39 8.46 8.52 8.47 8.42 8.5 8.51 8.45 8.47 8.49 8.53 8.52 8.57 8.53 8.49 8.41 8.4710 1 20 LOSA Y TASA PARA SERVICIO SANITARIO C/u 46.17 46.25 46.61 46.8 46.98 46.44 46.36 46.69 46.93 46.23 46.31 46.17 46.53 46.9 46.59 46.32 46.78 46.82 46.52 46.62 46.71 46.94 46.89 47.18 46.92 46.72 46.27 46.5910 1 21 Inodoro p/niño tipo baby devoro incesa standard o similar color blanco y equipado C/u 306.45 307.01 309.4 310.65 311.85 308.26 307.71 309.89 311.48 306.85 307.4 306.45 308.84 311.33 309.21 307.44 310.5 310.78 308.75 309.43 310.04 311.57 311.23 313.17 311.42 310.1 307.1 309.2410 1 22 Reparación inodoros incluye valvula flotador manecilla empaque p/tanque y tubo tuerca/arandelas C/u 16.71 16.74 16.87 16.94 17 16.81 16.78 16.9 16.98 16.73 16.76 16.71 16.84 16.97 16.86 16.76 16.93 16.94 16.83 16.87 16.9 16.99 16.97 17.07 16.98 16.91 16.74 16.8610 1 23 Servicio Sanitario Portatil (Incluye mantenimiento) U/Mes 141.59 141.84 142.95 143.53 144.08 142.43 142.17 143.18 143.91 141.77 142.03 141.59 142.69 143.84 142.86 142.04 143.46 143.59 142.65 142.96 143.25 143.95 143.8 144.69 143.88 143.27 141.89 142.8810 1 24 Mingitorio tipo economico incluye válvula C/u 108.16 108.35 109.2 109.64 110.06 108.8 108.6 109.37 109.93 108.3 108.49 108.16 109 109.88 109.13 108.5 109.59 109.68 108.97 109.21 109.42 109.96 109.85 110.53 109.91 109.45 108.39 109.1410 2 1 Grifo metálico de Ø 1/2" U 6.68 6.69 6.74 6.77 6.79 6.72 6.7 6.75 6.79 6.68 6.7 6.68 6.73 6.78 6.74 6.7 6.76 6.77 6.73 6.74 6.75 6.79 6.78 6.82 6.78 6.76 6.69 6.7410 2 2 TAPÓN INODORO Í3" NIQUELADO U 12.48 12.5 12.6 12.65 12.7 12.56 12.53 12.62 12.69 12.5 12.52 12.48 12.58 12.68 12.59 12.52 12.65 12.66 12.58 12.6 12.63 12.69 12.68 12.76 12.68 12.63 12.51 12.610 2 3 LAVATRASTOS ACERO INOXIDABLE UNA POCETA U 73.17 73.3 73.87 74.17 74.46 73.6 73.47 73.99 74.37 73.26 73.4 73.17 73.74 74.33 73.83 73.4 74.14 74.2 73.72 73.88 74.03 74.39 74.31 74.77 74.36 74.04 73.32 73.8410 2 4 Tapón inodoro niquelado de Ø=4" U 17.66 17.7 17.83 17.91 17.97 17.77 17.74 17.86 17.95 17.69 17.72 17.66 17.8 17.94 17.82 17.72 17.9 17.91 17.8 17.83 17.87 17.96 17.94 18.05 17.95 17.87 17.7 17.8210 2 5 LAVAMANOS COMPLETO TIPO ECONÓMICO U 54.37 54.47 54.89 55.11 55.33 54.69 54.59 54.98 55.26 54.44 54.54 54.37 54.79 55.23 54.86 54.54 55.09 55.14 54.78 54.9 55 55.28 55.22 55.56 55.25 55.02 54.48 54.8610 2 6 LAVTRASTOS ACERO INOXIDABLE 2 POCETAS U 82.24 82.39 83.03 83.37 83.69 82.73 82.58 83.16 83.59 82.35 82.49 82.24 82.88 83.55 82.98 82.5 83.33 83.4 82.86 83.04 83.2 83.61 83.52 84.04 83.57 83.22 82.41 82.9910 2 7 SUMINISTRO/INST. DE GRIFO MELLER Í3/4"X1/2"� U 14.01 14.03 14.14 14.2 14.25 14.09 14.06 14.16 14.24 14.03 14.05 14.01 14.12 14.23 14.13 14.05 14.19 14.2 14.11 14.14 14.17 14.24 14.23 14.31 14.23 14.17 14.04 14.1310 2 9 SUMINISTRO/INST. DE GRIFO MELLER Í3/4"X1"� C/u 16.3 16.33 16.45 16.52 16.58 16.39 16.36 16.48 16.56 16.32 16.35 16.3 16.42 16.56 16.44 16.35 16.51 16.53 16.42 16.45 16.49 16.57 16.55 16.65 16.56 16.49 16.33 16.4510 2 13 TAPÓN INODORO Í3" NIQUELADO C/u 6.79 6.8 6.86 6.89 6.91 6.83 6.82 6.87 6.9 6.8 6.81 6.79 6.85 6.9 6.85 6.81 6.88 6.89 6.84 6.86 6.87 6.91 6.9 6.94 6.9 6.87 6.81 6.8510 2 15 TAPÓN INODORO DE 6" METALICO C/u 7.06 7.07 7.13 7.16 7.19 7.1 7.09 7.14 7.18 7.07 7.08 7.06 7.12 7.17 7.12 7.08 7.15 7.16 7.11 7.13 7.14 7.18 7.17 7.22 7.18 7.14 7.08 7.1310 2 16 BEBEDERO DE CONCRETO MARTELINADO BARNIZADO H=1M INCLUYE TUBERIA U 97.18 97.35 98.11 98.53 98.92 97.78 97.57 98.26 98.78 97.33 97.48 97.18 97.95 98.71 98.06 97.49 98.46 98.55 97.92 98.13 98.32 98.83 98.69 99.32 98.75 98.33 97.39 98.0810 2 17 Suministro e instalacion de valvula de control de presion C/u 5.99 6.01 6.05 6.08 6.1 6.03 6.02 6.06 6.09 6 6.01 5.99 6.04 6.09 6.05 6.01 6.07 6.08 6.04 6.05 6.07 6.1 6.09 6.13 6.09 6.07 6.01 6.0510 2 18 Suministro e Instalación de Portarrollo de metal cromado C/u 6.62 6.63 6.68 6.71 6.74 6.66 6.65 6.69 6.73 6.63 6.64 6.62 6.67 6.73 6.68 6.64 6.71 6.71 6.67 6.68 6.7 6.73 6.72 6.77 6.73 6.7 6.63 6.6810 2 19 Suministro e instalación de dispensador de jabon líquido C/u 5.3 5.31 5.35 5.37 5.39 5.33 5.32 5.36 5.39 5.31 5.32 5.3 5.34 5.38 5.35 5.32 5.37 5.37 5.34 5.35 5.36 5.39 5.38 5.42 5.38 5.36 5.31 5.35

10 2 20 Suministro e Instalacion de portatoalla metalico cromado de 18" C/u 12.13 12.15 12.25 12.3 12.34 12.2 12.18 12.27 12.33 12.15 12.17 12.13 12.22 12.32 12.24 12.17 12.29 12.3 12.22 12.25 12.27 12.33 12.32 12.4 12.33 12.27 12.16 12.2410 2 21 Sum. e Instalacion de espejo plano de vidrio 6 mm 46x61 cms. C/u 40.51 40.58 40.9 41.06 41.22 40.75 40.67 40.96 41.17 40.56 40.63 40.51 40.82 41.15 40.87 40.64 41.04 41.08 40.81 40.9 40.98 41.18 41.14 41.4 41.16 40.99 40.59 40.8810 2 22 Suministro e instalación de espejo 2.55x0.85 e=5mm con marco de acro inoxidable (Canuela en U) C/u 200.34 200.7 202.26 203.08 203.86 201.52 201.16 202.58 203.62 200.6 200.96 200.34 201.9 203.52 202.14 200.98 202.98 203.16 201.84 202.28 202.68 203.68 203.46 204.72 203.58 202.72 200.76 202.1610 2 23 Lavamanos (ancho=0.60m) con superficie sólida de granito y enchape con marmol pulido M 496.32 497.21 501.08 503.12 505.06 499.25 498.35 501.88 504.46 496.97 497.86 496.32 500.19 504.21 500.79 497.91 502.87 503.32 500.04 501.13 502.13 504.61 504.06 507.19 504.36 502.23 497.36 500.8410 2 24 Suministro e instalación de espejo e=5mm con marco acero inoxidable (Canuela en U) M2 72.4 72.53 73.1 73.4 73.68 72.83 72.7 73.21 73.59 72.5 72.63 72.4 72.97 73.55 73.05 72.63 73.35 73.42 72.94 73.1 73.25 73.61 73.53 73.99 73.57 73.26 72.55 73.0610 2 25 Lavamanos p/niño tipo fuente agua blanca incesa standard o similar equipada llave boton y desague C/u 177.36 177.68 179.07 179.79 180.49 178.41 178.09 179.35 180.27 177.59 177.91 177.36 178.75 180.18 178.96 177.93 179.71 179.86 178.69 179.08 179.44 180.33 180.13 181.25 180.24 179.47 177.74 178.9810 2 26 Lavamanos SS minusvalidos una sola pieza color blanco grifo de una salida. C/u 52.39 52.49 52.9 53.11 53.32 52.7 52.61 52.98 53.25 52.46 52.56 52.39 52.8 53.23 52.87 52.56 53.09 53.13 52.79 52.9 53.01 53.27 53.21 53.54 53.24 53.02 52.5 52.8710 2 27 Lavamanos tipo saturno C/u 35.14 35.2 35.48 35.62 35.76 35.35 35.28 35.53 35.72 35.19 35.25 35.14 35.41 35.7 35.46 35.25 35.6 35.64 35.4 35.48 35.55 35.73 35.69 35.91 35.71 35.56 35.21 35.4610 3 1 Lavabrazos servicios sanitarios lavar enchapado; inc. inst. hidráulicas M 109.95 110.15 111.01 111.46 111.89 110.6 110.4 111.18 111.76 110.09 110.29 109.95 110.81 111.7 110.94 110.3 111.4 111.5 110.78 111.02 111.24 111.79 111.67 112.36 111.73 111.26 110.18 110.9510 3 2 POCETA DE ASEO M 47.29 47.38 47.75 47.94 48.13 47.58 47.48 47.82 48.07 47.36 47.44 47.29 47.66 48.05 47.72 47.44 47.92 47.96 47.65 47.75 47.85 48.08 48.03 48.33 48.06 47.86 47.39 47.7210 3 3 URINARIO ANCHO=43CMS.(ENCHAPADO) M 119.11 119.32 120.26 120.74 121.21 119.82 119.59 120.44 121.06 119.27 119.48 119.11 120.03 121.01 120.19 119.49 120.68 120.78 120 120.26 120.5 121.09 120.97 121.72 121.04 120.53 119.35 120.1910 3 4 Urinario enchapado de azulejo 1.85x0.50m; incluye instalaciones hidráulicasgrifo y tapón inodoro U 190.89 191.23 192.72 193.5 194.25 192.01 191.67 193.02 194.02 191.13 191.48 190.89 192.37 193.92 192.6 191.49 193.4 193.58 192.32 192.74 193.12 194.07 193.87 195.07 193.98 193.16 191.29 192.6210 3 6 Lavamanos de concreto ancho=0.44 m; e=0.08 a 0.06 m; ref 4#3 M 89.36 89.52 90.21 90.58 90.93 89.88 89.72 90.36 90.82 89.47 89.63 89.36 90.05 90.78 90.16 89.64 90.54 90.62 90.03 90.22 90.4 90.85 90.75 91.31 90.8 90.42 89.54 90.1710 3 9 Reparación de lavamanos colectivo U 144.78 145.04 146.17 146.77 147.33 145.64 145.38 146.4 147.16 144.97 145.23 144.78 145.91 147.09 146.09 145.25 146.69 146.82 145.87 146.19 146.48 147.2 147.04 147.95 147.13 146.51 145.09 146.110 3 12 Poceta de aseo 1x0.55 pretil de block de 10 enchapado c/azulejo hasta 1.20 m (inc. fundación) C/u 113.17 113.38 114.22 114.7 115.12 113.83 113.63 114.42 115 113.34 113.49 113.17 114.04 114.96 114.14 113.5 114.64 114.75 114 114.24 114.48 115.03 114.9 115.63 115 114.5 113.4 114.1510 3 13 Urinario prefabricado b=40 x h=45x 35 cms concreto 180 kg/cm2 U 14.17 14.19 14.31 14.36 14.42 14.25 14.23 14.33 14.4 14.19 14.21 14.17 14.28 14.39 14.3 14.21 14.36 14.37 14.28 14.31 14.34 14.41 14.39 14.48 14.4 14.34 14.2 14.310 3 15 Orinal para niño tipo Baby Genesis Incesa Estándar o similar blanco equipado con llave de resorte C/u 96.82 96.99 97.75 98.15 98.52 97.39 97.22 97.9 98.41 96.95 97.12 96.82 97.57 98.36 97.69 97.13 98.1 98.18 97.55 97.76 97.95 98.44 98.33 98.94 98.39 97.97 97.02 97.710 4 1 Suministro e instalacion de Grifo cuello alto industrial (tipo Ganzo) C/u 142.59 142.85 143.96 144.55 145.1 143.43 143.18 144.19 144.93 142.78 143.03 142.59 143.7 144.86 143.88 143.05 144.47 144.6 143.66 143.98 144.26 144.97 144.82 145.72 144.9 144.29 142.89 143.8910 4 2 Suministro e instalación de Tubo de Abasto de Nylon de 3/8x1/2x20 C/u 2.69 2.7 2.72 2.73 2.74 2.71 2.71 2.72 2.74 2.7 2.7 2.69 2.72 2.74 2.72 2.7 2.73 2.73 2.71 2.72 2.73 2.74 2.74 2.75 2.74 2.73 2.7 2.7210 4 3 Suministro e instalación de Valvula de Control a la pared de 1/2x3/8 C/u 4.66 4.67 4.71 4.73 4.75 4.69 4.68 4.72 4.74 4.67 4.68 4.66 4.7 4.74 4.71 4.68 4.73 4.73 4.7 4.71 4.72 4.74 4.74 4.77 4.74 4.72 4.67 4.7110 5 1 Ducha de aluminio con tubería de acople a sistema de agua potable abrazaderas y accesorios. C/u 30.84 30.9 31.14 31.26 31.38 31.02 30.97 31.19 31.35 30.88 30.94 30.84 31.08 31.33 31.12 30.94 31.25 31.28 31.07 31.14 31.2 31.36 31.32 31.52 31.34 31.21 30.91 31.1210 5 2 DUCHA CORRIENTE C/u 28.23 28.28 28.5 28.62 28.73 28.4 28.34 28.55 28.7 28.27 28.32 28.23 28.45 28.69 28.48 28.32 28.61 28.64 28.45 28.51 28.57 28.71 28.68 28.86 28.7 28.57 28.29 28.4910 5 3 Grifo para bañera de niños (incluye válvula ducha y manguera) C/u 29.48 29.53 29.76 29.89 30.01 29.65 29.61 29.81 29.97 29.52 29.56 29.48 29.72 29.96 29.74 29.57 29.86 29.91 29.7 29.76 29.82 29.98 29.94 30.13 29.97 29.83 29.54 29.7510 6 1 Suministro y montaje de pila plástica de 1 ala (polietileno) C/u 96.05 96.22 96.97 97.36 97.74 96.61 96.44 97.12 97.62 96.17 96.35 96.05 96.8 97.57 96.91 96.35 97.32 97.4 96.77 96.98 97.17 97.65 97.55 98.15 97.6 97.19 96.25 96.9210 6 2 PILA LAVADERO 2 ALAS C/u 105.71 105.89 106.72 107.16 107.57 106.34 106.14 106.89 107.45 105.84 106.04 105.71 106.53 107.39 106.66 106.04 107.1 107.2 106.51 106.74 106.94 107.47 107.35 108.02 107.42 106.97 105.93 106.6710 6 3 PILA LAVADERO 1 ALA. C/u 80.7 80.84 81.47 81.81 82.12 81.18 81.02 81.6 82.03 80.8 80.95 80.7 81.33 81.98 81.42 80.95 81.76 81.84 81.31 81.49 81.64 82.04 81.95 82.47 82.01 81.66 80.86 81.4410 6 5 Sum y mont de pila lavadero de conc de 1 ala incl terracería y base 0.75x0.75x0.05m long hasta 20m C/u 101.85 102.02 102.81 103.25 103.64 102.44 102.26 102.98 103.52 101.97 102.17 101.85 102.64 103.48 102.75 102.17 103.2 103.3 102.61 102.83 103.03 103.54 103.43 104.08 103.5 103.06 102.07 102.7710 6 6 Sum y mont de pila lavadero de conc de 1 ala incl terracería y base 0.75x0.75x0.05m long hasta 50m C/u 104.88 105.06 105.86 106.32 106.72 105.49 105.3 106.03 106.6 105 105.21 104.88 105.69 106.55 105.8 105.21 106.26 106.36 105.66 105.88 106.08 106.62 106.5 107.18 106.58 106.11 105.1 105.8210 6 7 Sum y mont de pila lavadero de conc de 1 ala inc terracería y base 0.75x0.75x0.05m long hasta 100m C/u 107.55 107.73 108.55 109.02 109.44 108.18 107.98 108.74 109.31 107.68 107.89 107.55 108.38 109.26 108.5 107.89 108.96 109.06 108.35 108.58 108.78 109.34 109.2 109.9 109.29 108.81 107.78 108.5210 6 8 Sum y mont de pila lavadero de conc de 1 ala inc terracería y base 0.75x0.75x0.05m long hasta 200m C/u 109.51 109.7 110.53 111 111.42 110.15 109.95 110.72 111.29 109.64 109.86 109.51 110.36 111.25 110.47 109.86 110.95 111.05 110.32 110.56 110.76 111.32 111.19 111.91 111.27 110.8 109.74 110.510 6 9 Sum y mont de pila lavadero de conc de 1 ala inc terracería y base 0.75x0.75x0.05m long hasta 400m C/u 120.9 121.11 122.04 122.55 123.02 121.6 121.39 122.24 122.88 121.04 121.28 120.9 121.83 122.82 121.96 121.28 122.49 122.61 121.79 122.06 122.29 122.9 122.76 123.54 122.85 122.33 121.15 121.9910 6 10 Sum y mont de pila lavadero de conc 1 ala inc terracería y base 0.75x0.75x0.05m long mayor de 400m C/u 147.6 147.85 148.99 149.62 150.18 148.46 148.19 149.23 150.01 147.78 148.06 147.6 148.74 149.94 148.91 148.07 149.54 149.68 148.7 149.01 149.3 150.05 149.88 150.83 149.98 149.34 147.91 148.9311 ESTRUCTURAS METALICAS11 1 1 COLUMNA DE TUBO DE HO.FO. Í4" RELLENO DE CONCRETO M 44.83 44.91 45.26 45.44 45.61 45.09 45.01 45.33 45.56 44.88 44.96 44.83 45.18 45.54 45.23 44.97 45.42 45.46 45.16 45.26 45.35 45.57 45.53 45.81 45.55 45.36 44.92 45.2311 1 2 COLUMNA DOBLE POLÍN C DE 6" RELLENO DE CONCRETO M 12.45 12.47 12.57 12.62 12.67 12.52 12.5 12.59 12.65 12.46 12.48 12.45 12.54 12.64 12.56 12.49 12.61 12.62 12.54 12.57 12.59 12.65 12.64 12.72 12.65 12.59 12.47 12.5611 1 3 COLUMNA DE TUBO DE HO.FO. Í3" RELLENO DE CONCRETO M 37.28 37.35 37.64 37.79 37.94 37.5 37.43 37.7 37.89 37.33 37.4 37.28 37.57 37.87 37.62 37.4 37.77 37.81 37.56 37.64 37.72 37.9 37.86 38.1 37.89 37.72 37.36 37.6211 1 4 COLUMNA DE TUBO DE HO.FO. Í2" RELLENO DE CONCRETO M 33.87 33.93 34.19 34.33 34.46 34.07 34.01 34.25 34.42 33.91 33.97 33.87 34.13 34.41 34.17 33.98 34.32 34.35 34.12 34.2 34.26 34.43 34.4 34.61 34.42 34.27 33.94 34.1811 1 5 COLUMNA DE TUBO GALV. 2-1/2" H=2.6M U 51.39 51.48 51.88 52.09 52.29 51.69 51.6 51.96 52.23 51.45 51.54 51.39 51.79 52.2 51.85 51.55 52.06 52.11 51.77 51.88 51.99 52.24 52.19 52.51 52.22 52 51.49 51.8511 1 6 Columna con tubo de acero de 8" SCH-40 (Incluye soldadura en la base) M 81.39 81.53 82.12 82.44 82.73 81.84 81.71 82.24 82.64 81.49 81.63 81.39 81.99 82.6 82.08 81.64 82.4 82.47 81.96 82.13 82.28 82.66 82.58 83.06 82.62 82.3 81.55 82.0911 1 7 COLUMNA DE TUBO NEGRO D=3PUL M 30.67 30.72 30.96 31.09 31.21 30.85 30.79 31.01 31.17 30.71 30.76 30.67 30.91 31.15 30.94 30.76 31.07 31.1 30.9 30.96 31.03 31.18 31.15 31.34 31.16 31.03 30.73 30.9511 1 8 COLUMNA POLINC 6 ENCAJUELADO C/ZAPATA H=2.8 C/u 80.48 80.63 81.26 81.59 81.9 80.96 80.81 81.39 81.8 80.59 80.73 80.48 81.11 81.76 81.21 80.74 81.55 81.62 81.09 81.27 81.43 81.83 81.74 82.25 81.79 81.44 80.65 81.2211 1 9 COLUMNA TUBO ESTRUCTURAL DE 6" M 61.32 61.43 61.91 62.16 62.4 61.68 61.57 62.01 62.33 61.4 61.51 61.32 61.8 62.3 61.87 61.52 62.13 62.18 61.78 61.91 62.04 62.34 62.28 62.66 62.31 62.05 61.45 61.8811 1 10 COLUMNA DE TUBO ESTRUCTURAL DE 10" M 156.58 156.87 158.09 158.73 159.34 157.51 157.23 158.34 159.15 156.79 157.07 156.58 157.81 159.07 157.99 157.08 158.65 158.79 157.76 158.1 158.42 159.2 159.03 160.01 159.12 158.45 156.91 158.0111 1 11 COLUMNA DE TUBO GALVANIZADO DE 2" M 30.21 30.27 30.5 30.63 30.75 30.38 30.34 30.55 30.7 30.27 30.31 30.21 30.44 30.7 30.49 30.31 30.61 30.64 30.43 30.5 30.57 30.72 30.69 30.85 30.7 30.58 30.28 30.4911 1 12 Columna metalica de 0.50x 0.60 angular de < 2"x 1/8" + < 2"x 3/16" + celocia de < 1 1/4" x 1/8" M 58.46 58.56 59.02 59.26 59.48 58.8 58.7 59.11 59.41 58.53 58.64 58.46 58.91 59.39 58.98 58.64 59.23 59.28 58.89 59.02 59.14 59.43 59.37 59.74 59.4 59.15 58.58 58.9911 1 13 Columna con Tubo estructural de 4" x 4" CHAPA # 16 M 12.08 12.09 12.17 12.21 12.25 12.13 12.12 12.19 12.24 12.09 12.11 12.08 12.15 12.23 12.17 12.11 12.21 12.22 12.15 12.17 12.19 12.24 12.23 12.29 12.24 12.19 12.1 12.1711 1 14 COLUMNA TUBO ESTRUCTURAL D= 4" (Suministro y colocacion sobre placa metalica) M 16.01 16.03 16.16 16.22 16.29 16.1 16.07 16.18 16.27 16.03 16.06 16.01 16.13 16.26 16.15 16.06 16.22 16.23 16.13 16.16 16.19 16.27 16.26 16.36 16.26 16.2 16.04 16.1511 1 15 Columna con tubo estrucutral de 6"x6"x1/8" M 22.75 22.79 22.97 23.06 23.15 22.89 22.84 23.01 23.12 22.78 22.82 22.75 22.93 23.11 22.96 22.82 23.05 23.07 22.92 22.97 23.02 23.13 23.11 23.25 23.12 23.02 22.8 22.9611 1 16 COLUMNA METALICA CON 4 TUBOS ESTRUC. DE 4" X 4" CHAPA 14 ENCAJUELADOS M 68.11 68.21 68.78 69.04 69.33 68.52 68.38 68.87 69.23 68.19 68.33 68.11 68.66 69.2 68.75 68.34 69.01 69.06 68.64 68.79 68.91 69.26 69.16 69.59 69.22 68.92 68.25 68.7511 1 17 SUMINISTRO E INSTALACIÓN DE COLUMNA WF 10 X 88 M 185.51 185.84 187.29 188.05 188.77 186.6 186.27 187.59 188.55 185.75 186.08 185.51 186.96 188.46 187.18 186.1 187.96 188.12 186.9 187.31 187.68 188.61 188.4 189.57 188.51 187.72 185.9 187.211 1 18 COLUMNA DE TUBO ESTRUCTURAL 2" X 2" X 1/8" M 18.82 18.85 19 19.08 19.15 18.93 18.9 19.03 19.13 18.84 18.88 18.82 18.97 19.12 18.99 18.88 19.07 19.09 18.96 19 19.04 19.13 19.11 19.23 19.12 19.04 18.86 18.9911 1 19 Reubicación de columna metálica Diam=2.5" a 6" (2 pines 3/8" soldados a tubo) C/u 17.19 17.22 17.35 17.42 17.48 17.29 17.25 17.38 17.47 17.2 17.24 17.19 17.32 17.46 17.35 17.24 17.4 17.42 17.31 17.35 17.38 17.47 17.45 17.55 17.46 17.38 17.22 17.3511 1 20 Columna metálica de caño de 4" de HoGo de 6mm (Sch 40). h=3.00mts hf=1.00 mts C/u 165 165.3 166.59 167.26 167.91 165.98 165.68 166.85 167.71 165.22 165.51 165 166.29 167.63 166.49 165.53 167.18 167.33 166.24 166.6 166.93 167.76 167.58 168.62 167.68 166.97 165.35 166.5111 1 21 Columna metálica con Tubo estructural de 4"x4" CHAPA # 14 (Incl PL de apoyo) M 19.7 19.73 19.86 19.93 19.99 19.8 19.76 19.88 19.97 19.72 19.75 19.7 19.83 19.96 19.85 19.75 19.92 19.93 19.82 19.86 19.89 19.98 19.96 20.07 19.97 19.9 19.73 19.8511 1 22 Columna metálica CM-1 con Tubo estructural de 6"x6"x1/4" (incluye pintura y conexiones) M 55.91 56.01 56.42 56.63 56.84 56.22 56.13 56.5 56.78 55.98 56.08 55.91 56.32 56.75 56.39 56.08 56.61 56.65 56.31 56.42 56.53 56.79 56.73 57.06 56.77 56.54 56.02 56.3911 1 23 Columna metálica CM-2 con tubo estructural D=6" Celula 40 (incluye pintura y conexiones) M 60.38 60.49 60.93 61.16 61.39 60.72 60.62 61.02 61.32 60.46 60.56 60.38 60.83 61.29 60.9 60.57 61.13 61.19 60.81 60.94 61.05 61.33 61.27 61.63 61.31 61.06 60.5 60.911 1 24 Columna metálica con perfil W12x30 Incluye pintura M 96.18 96.35 97.1 97.49 97.87 96.74 96.57 97.26 97.75 96.3 96.48 96.18 96.92 97.7 97.04 96.48 97.45 97.53 96.89 97.11 97.3 97.78 97.67 98.28 97.73 97.32 96.38 97.0511 1 25 Columna de 0.72x0.62 con 4 caños Ø3"t/m s/r+Celosía de Ø1¼" @30° t/m s/r (incl conexiones+pintura) M 135.39 135.61 136.57 137.08 137.55 136.12 135.89 136.77 137.41 135.55 135.77 135.39 136.35 137.35 136.5 135.78 137.01 137.12 136.31 136.58 136.83 137.44 137.31 138.08 137.38 136.85 135.65 136.5111 1 26 Suministro e instalación de columna metálica de Ø=20" espesor=1/2" M 336.49 337.11 339.73 341.09 342.43 338.47 337.88 340.27 342.02 336.93 337.55 336.49 339.11 341.83 339.53 337.57 340.94 341.25 339.01 339.76 340.42 342.12 341.73 343.87 341.94 340.5 337.22 339.5511 1 27 Columna metálica de caño de 4" de 6mm (Sch 40). M 41.25 41.32 41.64 41.82 41.98 41.49 41.42 41.72 41.92 41.3 41.38 41.25 41.57 41.9 41.62 41.39 41.8 41.83 41.56 41.64 41.73 41.94 41.89 42.15 41.91 41.74 41.33 41.6211 1 28 Columna con tubo de acero de 8"x8"x3/8" incluye pintura M 100.81 100.98 101.74 102.13 102.51 101.38 101.2 101.89 102.39 100.93 101.11 100.81 101.56 102.34 101.68 101.12 102.08 102.17 101.53 101.75 101.94 102.42 102.32 102.92 102.37 101.96 101.01 101.6911 1 29 Columna t/cajon 0.32x0.32m; cuerdas 4Tubos de HoNo de Ø=3" ced 40+4cel c/tubo de Ø=2" ced40 inc pin M 177.97 178.27 179.57 180.25 180.9 178.95 178.65 179.83 180.7 178.18 178.48 177.97 179.27 180.62 179.47 178.5 180.17 180.32 179.22 179.59 179.92 180.75 180.57 181.62 180.67 179.95 178.32 179.4911 1 30 Columna de 4L 2½X2½X¼ con 2 cel L1½X1½X1/8 colocado a 60° inc pint aceite (1man) y anticorr (2manos) M 70.18 70.3 70.85 71.14 71.41 70.59 70.46 70.96 71.33 70.27 70.39 70.18 70.72 71.29 70.81 70.4 71.1 71.17 70.7 70.86 71 71.35 71.27 71.71 71.31 71.01 70.32 70.8211 1 31 Columna de 4L 2½X2½X¼ con 2 cel L1½X1½X¼ colocado a 60° inc pint aceite (1man) y anticorr (2manos) M 80.43 80.57 81.2 81.53 81.84 80.9 80.76 81.33 81.75 80.53 80.68 80.43 81.06 81.71 81.15 80.69 81.49 81.56 81.03 81.21 81.37 81.77 81.68 82.19 81.73 81.39 80.6 81.1611 2 2 VIGA DE POLIN C DE 3" SUJETADA A PARED. INCLUYE PINTURA. M 46.57 46.65 47.02 47.21 47.39 46.84 46.76 47.09 47.33 46.63 46.71 46.57 46.93 47.31 46.99 46.72 47.18 47.22 46.92 47.02 47.11 47.35 47.29 47.59 47.32 47.12 46.67 46.9911 2 3 Viga macomber metalica 0.50 x 0.60 con angulo de 2< 2"x3/16" 2 <2 x 1/8" + celocia < 1 1/4" x 1/8" M 69.93 70.06 70.61 70.89 71.17 70.35 70.22 70.72 71.08 70.03 70.15 69.93 70.48 71.05 70.56 70.16 70.86 70.92 70.46 70.61 70.75 71.1 71.03 71.47 71.07 70.77 70.08 70.5711 2 4 Viga macomber con caño negro de 3" y celocia con caño negro de 2" h= 1 mts. M 104.39 104.52 105.08 105.37 105.65 104.81 104.68 105.19 105.56 104.49 104.61 104.39 104.95 105.53 105.04 104.62 105.34 105.4 104.93 105.09 105.23 105.59 105.51 105.96 105.55 105.24 104.54 105.0411 2 5 Viga macomber con caño negro de 2" y celocia con caño negro de 1 1/2" h= 0.98 mts. M 68.78 68.86 69.18 69.35 69.51 69.03 68.95 69.24 69.46 68.84 68.91 68.78 69.1 69.44 69.15 68.91 69.33 69.36 69.09 69.18 69.27 69.47 69.43 69.69 69.45 69.27 68.87 69.1611 2 6 Viga macomber con caño negro de 2" y celocia con caño negro de 1 1/2" h= 1.45 mts. M 70.6 70.67 70.99 71.15 71.31 70.84 70.76 71.05 71.26 70.65 70.72 70.6 70.91 71.24 70.96 70.73 71.13 71.17 70.9 70.99 71.07 71.27 71.23 71.48 71.25 71.08 70.68 70.9611 2 7 Viga macomber con caño negro de 2" y celocia con caño negro de 1 1/2" h= 2.08 mts. M 105.05 105.15 105.61 105.85 106.07 105.39 105.29 105.7 106 105.12 105.23 105.05 105.5 105.97 105.57 105.23 105.82 105.87 105.48 105.61 105.73 106.02 105.96 106.33 105.99 105.74 105.17 105.5811 2 8 VM H= 30 CM 4<2 1/2 X 1/2" + CEL 2 # 5 @ 60 GRADOS M 117.87 118.04 118.77 119.15 119.52 118.42 118.25 118.92 119.4 117.99 118.16 117.87 118.6 119.36 118.71 118.17 119.11 119.19 118.57 118.78 118.96 119.43 119.33 119.92 119.39 118.98 118.07 118.7211 2 9 VM H= 60 CM 4<2 1/2 X 1/2" + CEL 2 < 1 1/2 X 3/8 @ 60 GRADOS M 200.62 200.9 202.09 202.72 203.32 201.52 201.25 202.34 203.13 200.82 201.09 200.62 201.82 203.06 202 201.11 202.64 202.78 201.77 202.11 202.41 203.18 203.01 203.98 203.1 202.44 200.94 202.0211 2 10 Viga TIPO HOWE H = 1.45 M ref. vert. @ 0.65 mts+ celocia a 45 c/ Tubo de 4"X4" Chapa # 14 M 162.08 162.26 163.03 163.43 163.82 162.66 162.48 163.19 163.7 162.21 162.38 162.08 162.85 163.65 162.97 162.39 163.38 163.47 162.82 163.04 163.23 163.73 163.62 164.24 163.68 163.25 162.29 162.9811 2 11 Viga VM de 4x4x3/8"; Celosia de 3x3x1/4" < 60° M 221.35 221.75 223.47 224.38 225.24 222.65 222.26 223.83 224.98 221.64 222.03 221.35 223.07 224.87 223.34 222.06 224.27 224.47 223.01 223.5 223.94 225.04 224.8 226.2 224.93 223.98 221.81 223.3611 2 12 Viga con tubo estrucutral HSS 6" x 3" x 1/8" M 18.5 18.54 18.68 18.76 18.83 18.61 18.58 18.71 18.81 18.53 18.56 18.5 18.65 18.8 18.67 18.56 18.75 18.76 18.64 18.68 18.72 18.81 18.79 18.91 18.8 18.72 18.54 18.6711 2 13 Viga con tubo estructural de 6"x2"x1/8" M 20.01 20.05 20.2 20.28 20.36 20.13 20.09 20.23 20.34 20.04 20.07 20.01 20.17 20.33 20.19 20.07 20.27 20.29 20.16 20.2 20.24 20.34 20.32 20.45 20.33 20.25 20.05 20.1911 2 14 Viga con perfil Channel 8"x 11.5 lbs/pie . Long. = 20 pies M 18.88 18.92 19.06 19.14 19.22 18.99 18.96 19.09 19.19 18.91 18.94 18.88 19.03 19.18 19.05 18.94 19.13 19.15 19.02 19.07 19.1 19.2 19.18 19.3 19.19 19.11 18.92 19.0511 2 15 Viga VM de 4"x4"x3/8" y 4"x4"x1/2" cel 3x3x1/4 < 60 M 201.78 202.14 203.72 204.54 205.33 202.97 202.61 204.04 205.09 202.04 202.4 201.78 203.35 204.99 203.59 202.42 204.44 204.62 203.29 203.74 204.14 205.15 204.93 206.2 205.05 204.18 202.2 203.6111 2 16 Viga Diafragma 3x3x1/4 celosia 2x2x1/4 < 60 M 150.61 150.88 152.05 152.67 153.26 151.49 151.22 152.29 153.08 150.8 151.07 150.61 151.78 153 151.96 151.09 152.59 152.73 151.74 152.07 152.37 153.12 152.95 153.9 153.05 152.4 150.92 151.9811 2 17 Instalacion de viga macomber angulo 1 1/2" x 1/8" ; H = 0.30 mts. celosia Ho. 1/2"(solo instalacion) M 6.47 6.48 6.53 6.55 6.57 6.51 6.5 6.53 6.56 6.48 6.49 6.47 6.52 6.56 6.52 6.49 6.55 6.55 6.51 6.53 6.54 6.56 6.56 6.59 6.56 6.54 6.49 6.5211 2 18 Instalación de Polin Espacial M 3.2 3.2 3.23 3.24 3.25 3.22 3.21 3.23 3.25 3.2 3.21 3.2 3.22 3.25 3.23 3.21 3.24 3.24 3.22 3.23 3.24 3.25 3.25 3.27 3.25 3.24 3.2 3.2311 2 19 Viga cuadrada formada con tubo de 2" y celosia de tubo 1" M 64.53 64.64 65.15 65.41 65.66 64.91 64.79 65.25 65.58 64.61 64.73 64.53 65.03 65.55 65.11 64.73 65.38 65.44 65.01 65.15 65.28 65.6 65.53 65.94 65.57 65.29 64.66 65.1111 2 20 Viga tipo joist c/caño negro 3" y celosia de cali negro 1 1/4" M 61.88 61.99 62.48 62.73 62.97 62.25 62.14 62.58 62.9 61.96 62.08 61.88 62.37 62.87 62.44 62.08 62.7 62.76 62.35 62.48 62.61 62.92 62.85 63.24 62.89 62.62 62.01 62.4511 2 21 SUMINISTRO E INSTALACIÓN DE VIGA METALICA PERFIL WF 10 X 45 M 99.29 99.47 100.24 100.65 101.04 99.88 99.7 100.4 100.92 99.42 99.6 99.29 100.07 100.87 100.19 99.61 100.6 100.69 100.04 100.25 100.45 100.95 100.84 101.47 100.9 100.47 99.5 100.211 2 22 SUMINISTRO E INSTALACIÓN DE PERFIL METÁLICO WF 8 X 28 M 65.85 65.97 66.48 66.75 67.01 66.24 66.12 66.59 66.93 65.94 66.06 65.85 66.37 66.9 66.44 66.06 66.72 66.78 66.35 66.49 66.62 66.95 66.88 67.29 66.92 66.64 65.99 66.4511 2 23 SUMINISTRO E INSTALACIÓN DE PERFIL WF 8 X 48 M 106.83 107.02 107.85 108.29 108.71 107.46 107.27 108.02 108.58 106.97 107.16 106.83 107.66 108.53 107.79 107.17 108.24 108.34 107.63 107.86 108.08 108.61 108.5 109.17 108.56 108.1 107.05 107.811 2 24 SUMINISTRO E INSTALACIÓN DE PERFIL WF 4 X 13 M 38.4 38.47 38.77 38.92 39.07 38.63 38.56 38.83 39.03 38.45 38.52 38.4 38.7 39.01 38.74 38.52 38.91 38.94 38.69 38.77 38.85 39.04 39 39.24 39.02 38.86 38.48 38.7511 2 25 VIGA METÁLICA TIPO W 27 X 94 A-992 GR-50 M 219.84 220.24 221.96 222.85 223.72 221.14 220.75 222.3 223.44 220.13 220.53 219.84 221.56 223.33 221.82 220.54 222.74 222.95 221.49 221.97 222.41 223.51 223.28 224.65 223.4 222.45 220.31 221.8511 2 26 ATIEZADORA e=3/8" @ 0.25 m U 30.36 30.41 30.65 30.77 30.89 30.53 30.48 30.7 30.85 30.4 30.45 30.36 30.59 30.84 30.63 30.45 30.76 30.78 30.58 30.65 30.71 30.86 30.83 31.02 30.85 30.72 30.42 30.6311 2 27 APOYO DE VIGAS C/u 647.54 648.73 653.77 656.43 658.94 651.37 650.19 654.8 658.16 648.37 649.54 647.54 652.57 657.84 653.39 649.59 656.08 656.68 652.38 653.84 655.13 658.36 657.65 661.71 658.03 655.24 648.91 653.4511 2 28 VIGA MACOMBER H=0.75 m; 2 ÁNG 3" X 3" X 1/4" Y CELOSÍA 1 1/4" X 3/16" A 60° PLACA DE 3/16" M 51.21 51.32 51.72 51.94 52.12 51.53 51.43 51.8 52.07 51.3 51.38 51.21 51.62 52.04 51.69 51.38 51.91 51.95 51.6 51.73 51.82 52.07 52.02 52.35 52.06 51.82 51.33 51.6911 2 29 VIGA WF18X35LBS/PIE LINEAL M 141.44 141.69 142.78 143.36 143.9 142.26 142.01 143.01 143.73 141.62 141.87 141.44 142.53 143.66 142.7 141.89 143.29 143.41 142.49 142.8 142.87 143.78 143.62 144.5 143.71 143.1 141.73 142.7111 2 30 VIGA WF40X149 LB/PIE LINEAL M 500.2 501.1 505 507.05 509 503.15 502.25 505.8 508.4 500.85 501.75 500.2 504.1 508.15 504.7 501.8 506.8 507.25 503.95 505.05 505.64 508.55 508 511.15 508.3 506.15 501.25 504.7511 2 31 Estructura metálica para piso de pasarela ancho=1.65mts (Ángulo 3x3x1/4@0.33 incluye pintura) M 144.62 144.88 146.01 146.6 147.16 145.47 145.21 146.24 146.99 144.81 145.07 144.62 145.74 146.92 145.92 145.08 146.53 146.66 145.7 146.02 146.31 147.03 146.87 147.78 146.96 146.34 144.92 145.9311 2 32 Viga VM h=1.35 (Cuerdas tubo est. 8x8x3/8 ASTM A500 GR B y celocía tubo est. 4x4x1/4@0.7Vert y @60º) M 264.92 265.4 267.46 268.55 269.58 266.48 266.01 267.89 269.26 265.26 265.74 264.92 266.99 269.13 267.3 265.77 268.42 268.66 266.91 267.49 268.02 269.34 269.05 270.72 269.21 268.07 265.48 267.3311 2 33 Viga macomber VM-1 h=0.40m 2tubos de 3x3 CH14 + 1CEL de tubo de 2x2 CH14@60° (Inc conexiones) M 57.63 57.73 58.12 58.33 58.53 57.93 57.84 58.2 58.47 57.7 57.79 57.63 58.03 58.44 58.09 57.8 58.31 58.35 58.02 58.13 58.23 58.48 58.43 58.75 58.46 58.24 57.74 58.111 2 34 Viga macomber VM-2 con tubo de 4"x4"x1/4" y con celocía vertical@0.40 (Inc conexiones) M 144.82 145.06 146.11 146.66 147.18 145.61 145.37 146.32 147.02 145 145.24 144.82 145.87 146.95 146.03 145.25 146.59 146.71 145.83 146.12 146.39 147.06 146.91 147.75 146.99 146.42 145.1 146.0411 2 35 Est. met EM-1 h=2.33 con 3 tubos de 6x6x3/8" (horiz.)+tubo de 8x6x3/8"@3.0 (vert) Inc conexiones M 318.53 319.1 321.5 322.76 323.98 320.34 319.78 322.01 323.62 318.93 319.51 318.53 320.9 323.47 321.34 319.54 322.61 322.89 320.82 321.52 322.15 323.7 323.38 325.3 323.56 322.23 319.2 321.3711 2 36 Estructura metálica EM-2 h=0.80 con 2tubos de 6x6x1/4"+celocia tubo de 3x3x1/4"@60º Inc conexiones M 120.5 120.7 121.59 122.06 122.5 121.17 120.96 121.77 122.36 120.65 120.85 120.5 121.38 122.31 121.52 120.86 122 122.1 121.35 121.6 121.83 122.4 122.27 122.99 122.34 121.85 120.74 121.53

11 2 37 Viga macomber VM-3 H=0.40m 2tubos de 3x3x3/16" + 1CEL de tubo de 2x2x3/16" A 60° (Inc conexiones) M 79.73 79.86 80.43 80.72 81.01 80.16 80.02 80.54 80.92 79.82 79.95 79.73 80.29 80.88 80.38 79.96 80.69 80.75 80.27 80.43 80.58 80.94 80.86 81.32 80.91 80.59 79.88 80.3911 2 38 Mensula adosada a EM-1 apoyada@3.0m (Tubo D=4" Celula 40) M 44.9 44.98 45.31 45.49 45.65 45.16 45.08 45.38 45.6 44.96 45.04 44.9 45.24 45.58 45.29 45.04 45.47 45.51 45.22 45.32 45.4 45.62 45.57 45.84 45.6 45.41 44.99 45.2911 2 39 Viga macomber VM-4 h=0.50m 4L2.5"x2.5"x1/4" + 2CEL L1.5"x1.5x3/16"@60° inc conexiones M 93.93 94.08 94.73 95.06 95.39 94.42 94.27 94.86 95.29 94.04 94.18 93.93 94.58 95.25 94.68 94.19 95.02 95.1 94.55 94.73 94.9 95.31 95.22 95.75 95.27 94.92 94.1 94.6811 2 40 Viga macomber VM-5 h=0.60m 4L2.5"x2.5"x1/4" + 2CEL L1.5"x1.5x3/16"@60° Inc conexiones M 89.59 89.73 90.34 90.67 90.97 90.05 89.91 90.47 90.88 89.69 89.83 89.59 90.2 90.84 90.3 89.84 90.63 90.7 90.18 90.35 90.51 90.9 90.81 91.31 90.86 90.52 89.75 90.311 2 41 Viga Caño negro D=4" Celula 40 (Incluye conexiones) M 44.91 45 45.31 45.51 45.66 45.15 45.09 45.37 45.61 44.97 45.05 44.91 45.24 45.58 45.29 45.05 45.48 45.52 45.22 45.32 45.4 45.62 45.57 45.84 45.59 45.4 45.01 45.311 2 42 SUMINISTRO E INSTALACIÓN DE VIGA WF 27X129 LB / PIE M 297.81 298.35 300.67 301.89 303.05 299.57 299.03 301.14 302.69 298.2 298.73 297.81 300.13 302.54 300.49 298.76 301.74 302.01 300.04 300.7 301.29 302.78 302.46 304.33 302.63 301.35 298.43 300.5211 2 43 SUMINISTRO E INSTALACIÓN DE PERFIL WF 16 X 31 LB/PIE M 71.84 71.97 72.53 72.82 73.1 72.26 72.13 72.64 73.01 71.93 72.06 71.84 72.4 72.98 72.48 72.07 72.78 72.85 72.37 72.53 72.68 73.04 72.96 73.41 73 72.69 71.99 72.4911 2 44 Viga metálica "Perfil I" formado con PL de 1/4" (Alma de 8") y PL de 3/8" (Alas de 6") Inc pintura M 63.28 63.38 63.83 64.07 64.29 63.62 63.51 63.92 64.22 63.35 63.45 63.28 63.73 64.19 63.8 63.46 64.04 64.09 63.71 63.84 63.95 64.24 64.18 64.54 64.21 63.96 63.4 63.811 2 45 Viga metálica de canal 8"x4"x1/4" (Lámina de 1/4" doblada en frío) incluye pintura M 42.6 42.68 42.99 43.15 43.31 42.84 42.77 43.05 43.26 42.66 42.73 42.6 42.92 43.24 42.96 42.73 43.13 43.17 42.9 42.99 43.07 43.27 43.23 43.48 43.25 43.08 42.69 42.9711 2 46 Viga metálica de canal 8"x4"x3/16" (Lámina de 3/16" doblada en frío) incluye pintura M 36.97 37.04 37.3 37.44 37.58 37.18 37.11 37.36 37.53 37.02 37.08 36.97 37.24 37.52 37.28 37.08 37.43 37.46 37.23 37.31 37.37 37.54 37.51 37.72 37.53 37.38 37.05 37.2911 2 47 Viga macomber EM-3 h=0.75m 2tubos de 6x6x1/4" + 1CEL vertical 6x6x1/4"@3.0m (Inc conexiones) M 113.5 113.7 114.53 114.97 115.38 114.13 113.94 114.7 115.25 113.64 113.83 113.5 114.34 115.2 114.46 113.85 114.91 115.01 114.3 114.54 114.75 115.29 115.17 115.84 115.23 114.77 113.73 114.4811 2 48 Viga VM h=2.3 (Cuerdas tubo est. 4x4x1/4 y celocía vert de caño negro D=3"@2.0m y @55º) M 130.56 130.78 131.71 132.2 132.67 131.27 131.05 131.9 132.53 130.72 130.93 130.56 131.5 132.47 131.64 130.95 132.14 132.25 131.46 131.72 131.96 132.56 132.43 133.18 132.5 131.99 130.82 131.6511 2 49 Suministro e instalación de perfil W40x183 incluye pintura anticorrosivo y aceite. No inc. empalmes M 669.15 670.38 675.59 678.29 680.95 673.08 671.91 676.66 680.13 670.02 671.25 669.15 674.36 679.77 675.18 671.3 677.99 678.6 674.15 675.64 676.96 680.34 679.57 683.81 679.98 677.12 670.58 675.2311 2 50 Viga macomber metalica 0.15x0.40 con 4L2x 2x1/4"+Celocía #4@60°celocía horiz #3@45° M 53.1 53.18 53.56 53.76 53.95 53.38 53.29 53.64 53.89 53.16 53.25 53.1 53.47 53.86 53.53 53.25 53.73 53.78 53.46 53.56 53.66 53.9 53.85 54.15 53.88 53.67 53.2 53.5411 2 51 Viga espacial de 0.44x0.69 con HoNo de Ø=2" t/mediano+celosías Ø=1" t/ligero (Inc. conexiones+pint) M 85.39 85.53 86.13 86.44 86.74 85.84 85.7 86.25 86.65 85.49 85.63 85.39 85.99 86.61 86.08 85.63 86.4 86.47 85.97 86.13 86.29 86.67 86.59 87.08 86.64 86.3 85.55 86.0911 2 52 Viga espacial de 0.69x0.73 (Triangular) con HoNo Ø=3" t/mediano+Celosías con HoNo de Ø=1¼" inc.pint M 89 89.15 89.79 90.13 90.45 89.49 89.34 89.92 90.35 89.11 89.26 89 89.64 90.31 89.74 89.27 90.09 90.16 89.62 89.8 89.96 90.38 90.28 90.8 90.33 89.98 89.18 89.7511 2 53 Viga macomber tipo cajon VM; H=45 cm B=10 cm cuerda 4L 2"x2"x1/8" + 2cel #4(1/2")@ 60º Inc pint M 33.75 33.8 34.02 34.14 34.25 33.92 33.87 34.07 34.21 33.79 33.84 33.75 33.97 34.2 34 33.84 34.12 34.15 33.96 34.02 34.08 34.22 34.19 34.37 34.21 34.09 33.81 34.0111 2 54 Viga de Rigidez h=1.50m; c/4 polín C 6x2 CH14+Celosía Polín C de 6x2 CH14 colocado a 57° Inc. pint M 63.15 63.25 63.68 63.9 64.12 63.47 63.37 63.76 64.05 63.22 63.32 63.15 63.58 64.02 63.64 63.32 63.87 63.92 63.56 63.68 63.79 64.07 64.01 64.35 64.04 63.8 63.26 63.6511 3 1 Escalera de acero inoxidable de 3 peldaños U 279.64 280.15 282.33 283.47 284.56 281.29 280.79 282.77 284.23 280.01 280.51 279.64 281.82 284.09 282.16 280.54 283.33 283.59 281.74 282.35 282.91 284.31 284 285.77 284.17 282.97 280.23 282.1911 4 2 COBERTORES DE LAMINA GALV. CLA 26P/TUBERIA DE AA Y CONDENSADORES M2 39.75 39.82 40.14 40.3 40.45 39.99 39.91 40.2 40.4 39.8 39.88 39.75 40.06 40.39 40.11 39.88 40.28 40.31 40.05 40.14 40.22 40.41 40.37 40.62 40.39 40.23 39.84 40.1111 4 3 Marco para porteria de cancha de foot ball c/ tubo HoGo 4" liviano C/u 508.99 509.73 512.95 514.64 516.26 511.42 510.68 513.61 515.76 509.52 510.27 508.99 512.21 515.55 512.7 510.31 514.44 514.81 512.09 512.99 513.82 515.88 515.43 518.03 515.68 513.9 509.85 512.7511 4 4 suministro e instalación de electromalla 6x6 calibre 2/2 M2 9.82 9.84 9.92 9.96 10 9.88 9.86 9.93 9.98 9.84 9.85 9.82 9.9 9.98 9.91 9.85 9.95 9.96 9.9 9.92 9.94 9.99 9.98 10.04 9.98 9.94 9.84 9.9111 4 5 BASE DE ESTRUCTURA METÁLICA C/u 224.48 224.79 226.27 227.08 227.91 225.58 225.15 226.55 227.64 224.75 225.06 224.48 225.97 227.6 226.15 225.08 226.96 227.11 225.81 226.28 226.61 227.68 227.51 228.61 227.63 226.63 224.82 226.1611 4 6 Parrilla metalica de ancho = 0.30 mts. marco de angulo de 1 1/2" x 1/4" Ho. de 5/8" @ 4 cms. M 29.74 29.79 30.01 30.12 30.23 29.9 29.85 30.05 30.2 29.77 29.82 29.74 29.95 30.18 29.99 29.83 30.11 30.13 29.95 30.01 30.06 30.21 30.17 30.35 30.19 30.07 29.79 29.9911 4 7 Suministro e instalación electromalla 6x6 calibre 10/10 M2 1.73 1.73 1.75 1.75 1.76 1.74 1.74 1.75 1.76 1.73 1.74 1.73 1.74 1.76 1.75 1.74 1.75 1.76 1.74 1.75 1.75 1.76 1.76 1.77 1.76 1.75 1.73 1.7511 5 1 PLACA 1 25X35X1/4+2 20X40X3/16 PERNOS 4#4 L=30CM U 32.14 32.2 32.45 32.58 32.71 32.33 32.28 32.5 32.67 32.19 32.24 32.14 32.39 32.65 32.43 32.25 32.57 32.6 32.38 32.46 32.52 32.68 32.64 32.85 32.66 32.53 32.21 32.4411 5 2 PLACA 20X23X3/16 + 4 PERNOS #3 L=20 CM U 16.16 16.19 16.32 16.38 16.44 16.26 16.23 16.34 16.43 16.18 16.21 16.16 16.29 16.42 16.31 16.21 16.37 16.39 16.28 16.32 16.35 16.43 16.41 16.51 16.42 16.35 16.19 16.3111 5 3 Placa metálica e=3/8" área=0.40m2; incluye 4 pernos de 5/8" tuerca y arandelas de presión U 59.95 60.05 60.52 60.77 61 60.3 60.19 60.62 60.93 60.02 60.13 59.95 60.41 60.9 60.49 60.14 60.74 60.79 60.4 60.53 60.65 60.95 60.88 61.26 60.92 60.66 60.07 60.4911 5 4 PLACA METALICA 20X25 E=3/8PUL 2 PERNOS 5/8PUL U 11.9 11.92 12.01 12.06 12.11 11.97 11.95 12.03 12.09 11.91 11.93 11.9 11.99 12.09 12 11.93 12.05 12.06 11.99 12.01 12.04 12.1 12.08 12.16 12.09 12.04 11.92 12.0111 5 5 PLACA METALICA 40X12CMX3/16". INCLUYE 4 PERNOS #5. INCLUYE PINTURA. U 13.17 13.2 13.3 13.35 13.4 13.25 13.23 13.32 13.39 13.19 13.21 13.17 13.28 13.38 13.29 13.22 13.35 13.36 13.27 13.3 13.33 13.39 13.38 13.46 13.39 13.33 13.2 13.2911 5 6 PLACA METALICA DE e=3/4". A=0.25m2. INCLUYE PERNOS DE 1". U 114.31 114.52 115.41 115.88 116.32 114.98 114.78 115.59 116.18 114.46 114.66 114.31 115.2 116.13 115.34 114.68 115.82 115.92 115.17 115.42 115.65 116.22 116.09 116.81 116.16 115.67 114.55 115.3511 5 7 PLACA METALICA DE e=1". A=0.17m2. INCLUYE PERNOS DE 1". U 267.66 268.14 270.23 271.32 272.37 269.24 268.75 270.65 272.05 268 268.49 267.66 269.74 271.91 270.06 268.51 271.19 271.43 269.66 270.25 270.79 272.13 271.83 273.52 271.99 270.84 268.22 270.0911 5 8 PERNOS DE 5/8" U 2.28 2.29 2.31 2.32 2.32 2.3 2.29 2.31 2.32 2.29 2.29 2.28 2.3 2.32 2.3 2.29 2.31 2.32 2.3 2.31 2.31 2.32 2.32 2.33 2.32 2.31 2.29 2.3111 5 9 PLACA 35X12CMX3/16" INCLUYE 4 PERNOS #5. INCLUYE PINTURA. U 18.1 18.14 18.28 18.35 18.42 18.21 18.18 18.31 18.4 18.13 18.16 18.1 18.25 18.39 18.27 18.16 18.34 18.36 18.24 18.28 18.32 18.41 18.39 18.5 18.4 18.32 18.14 18.2711 5 10 PLACA METALICA DE 20X7CMX1/4". INCLUYE 4 PERNOS #5. PINTADA. U 12.44 12.47 12.56 12.62 12.66 12.52 12.5 12.58 12.65 12.46 12.48 12.44 12.54 12.64 12.56 12.48 12.61 12.62 12.54 12.56 12.59 12.65 12.64 12.72 12.65 12.59 12.47 12.5611 5 11 PLACA METALICA 30X12CMX3/16". INCLUYE 4 PERNOS #5. INCLUYE PINTURA. U 13.77 13.79 13.9 13.95 14.01 13.85 13.82 13.92 13.99 13.78 13.81 13.77 13.87 13.98 13.89 13.81 13.95 13.96 13.87 13.9 13.93 14 13.98 14.07 13.99 13.93 13.79 13.8911 5 12 PLACA DE 1/4 DE 36X46 INCLUYE DOS GANCHOS EN C DE Ho#5. U 42.45 42.52 42.85 43.03 43.19 42.7 42.62 42.92 43.14 42.5 42.58 42.45 42.78 43.12 42.83 42.58 43.01 43.04 42.76 42.86 42.94 43.15 43.11 43.38 43.13 42.95 42.53 42.8311 5 13 Amarres Galvanizados para estructura de Muelle U 101.92 102.1 102.89 103.31 103.71 102.52 102.33 103.06 103.59 102.05 102.23 101.92 102.71 103.54 102.83 102.24 103.26 103.35 102.68 102.9 103.11 103.62 103.51 104.15 103.57 103.13 102.13 102.8411 5 14 Cadena de Amarre GALVANIZADA DE 1/2" M 5.54 5.55 5.59 5.61 5.63 5.57 5.56 5.6 5.63 5.54 5.55 5.54 5.58 5.62 5.59 5.55 5.61 5.61 5.58 5.59 5.6 5.63 5.62 5.66 5.63 5.6 5.55 5.5911 5 15 Colocacion y Union de Piezas Flotantes en Muelle Sg. 350.58 351.07 353.22 354.35 355.43 352.2 351.71 353.66 355.1 350.94 351.43 350.58 352.73 354.96 353.06 351.46 354.21 354.46 352.64 353.25 353.8 355.18 354.88 356.61 355.04 353.86 351.16 353.0811 5 16 Placa metalica 30 x 40 cm lamina de 3/8" y perno de 5/8" x 18" U 16.09 16.12 16.25 16.31 16.38 16.19 16.16 16.27 16.36 16.11 16.14 16.09 16.22 16.35 16.24 16.15 16.31 16.32 16.21 16.25 16.28 16.36 16.34 16.45 16.35 16.28 16.13 16.2411 5 17 Placas metalicas de 0.30x0.45 con Lamina de Ho. 3/8 con dos Pernos con roscas U 58.29 58.37 58.75 58.94 59.13 58.57 58.48 58.82 59.07 58.35 58.43 58.29 58.66 59.05 58.72 58.44 58.92 58.96 58.65 58.75 58.85 59.08 59.03 59.33 59.06 58.86 58.39 58.7211 5 18 Perno de 3/8" x 20" con Tuerca y Arandela C/u 1.61 1.61 1.62 1.63 1.63 1.62 1.61 1.62 1.63 1.61 1.61 1.61 1.62 1.63 1.62 1.61 1.63 1.63 1.62 1.62 1.63 1.63 1.63 1.64 1.63 1.63 1.61 1.6211 5 19 Placa metalica con Lamina Ho. 1/4" 40 x 40 cms c/ pernos de 1/2" x 2" y tuerca de arandela de presi U 64.18 64.24 64.48 64.61 64.73 64.37 64.31 64.53 64.69 64.22 64.28 64.18 64.43 64.68 64.46 64.28 64.59 64.62 64.42 64.49 64.55 64.7 64.67 64.87 64.69 64.55 64.25 64.4711 5 20 Placa metalica Ho. 1/4" de 50 x 50 cms c/ pernos de 5/8" x12" y tuerca de arandela de presion C/u 165.08 165.34 166.43 167.01 167.55 165.91 165.66 166.66 167.39 165.27 165.52 165.08 166.18 167.32 166.35 165.53 166.94 167.06 166.14 166.44 166.73 167.43 167.27 168.16 167.36 166.75 165.38 166.3611 5 21 Placa metalica Ho. 1/4" de 50 x 62 cms c/ pernos de 5/8" x12" y tuerca de arandela de presion C/u 190.92 191.22 192.52 193.2 193.85 191.9 191.6 192.78 193.65 191.14 191.44 190.92 192.22 193.57 192.42 191.46 193.12 193.27 192.17 192.54 192.87 193.7 193.52 194.56 193.62 192.9 191.27 192.4411 5 22 Hechura de placa metalica 15x15x1/4" pintada C/u 9.35 9.35 9.37 9.37 9.38 9.36 9.36 9.37 9.38 9.35 9.35 9.35 9.36 9.38 9.36 9.35 9.37 9.37 9.36 9.37 9.37 9.38 9.38 9.39 9.38 9.37 9.35 9.3711 5 23 Placa metalica de 15x20 cms. e= 1/8" incluye pernos de 1" con tuerca y arandela C/u 8.51 8.53 8.59 8.63 8.66 8.56 8.55 8.61 8.65 8.52 8.54 8.51 8.58 8.65 8.59 8.54 8.62 8.63 8.57 8.59 8.61 8.65 8.64 8.7 8.65 8.61 8.53 8.5911 5 24 Placa metalica de 30x30 cms. x 1/4". Incluye pernos de 1/2" L=060 cms. C/u 49.49 49.58 49.97 50.17 50.36 49.78 49.7 50.05 50.3 49.56 49.65 49.49 49.88 50.28 49.94 49.65 50.15 50.19 49.86 49.97 50.07 50.32 50.26 50.58 50.29 50.08 49.6 49.9411 5 25 Apoyo de polin M 14.42 14.45 14.56 14.62 14.68 14.51 14.48 14.58 14.66 14.44 14.47 14.42 14.53 14.65 14.55 14.47 14.61 14.63 14.53 14.56 14.59 14.66 14.65 14.74 14.66 14.59 14.45 14.5511 5 26 Placa metalica de 0.30x0.30 mts. Lam. de hierro de 5/16" 4 pernos de 1/2" Long. 0.55 mts c/u C/u 27.77 27.82 28.03 28.15 28.25 27.93 27.88 28.08 28.22 27.8 27.85 27.77 27.98 28.21 28.02 27.85 28.13 28.16 27.97 28.04 28.09 28.23 28.2 28.37 28.22 28.1 27.82 28.0211 5 27 Suministro e Instalación de placa de acero de 1/2" U 31.2 31.26 31.5 31.63 31.75 31.38 31.33 31.55 31.71 31.24 31.3 31.2 31.44 31.7 31.48 31.3 31.61 31.64 31.43 31.5 31.57 31.72 31.69 31.88 31.71 31.57 31.27 31.4811 5 28 PLACA METALICA DE 20X15CMS. e=1/4" INCLUYE 4 PERNOS # 5 PINTADA C/u 14.75 14.78 14.89 14.95 15.01 14.84 14.81 14.91 14.99 14.77 14.79 14.75 14.86 14.98 14.88 14.8 14.94 14.96 14.86 14.89 14.92 15 14.98 15.07 14.99 14.92 14.78 14.8811 5 29 Placa metálica 0.9x0.60x5/8" C/u 117.61 117.83 118.74 119.23 119.69 118.31 118.1 118.93 119.54 117.77 117.98 117.61 118.53 119.48 118.67 117.99 119.17 119.27 118.5 118.76 118.99 119.58 119.45 120.19 119.52 119.01 117.86 118.6911 5 30 Placa de 20x20 cm x 1/4" C/u 7.72 7.73 7.79 7.82 7.85 7.76 7.75 7.8 7.84 7.73 7.74 7.72 7.78 7.84 7.79 7.74 7.82 7.82 7.77 7.79 7.81 7.85 7.84 7.88 7.84 7.81 7.73 7.7911 5 31 PLACA 0.30X0.20 m LÁMINA 3/8" CON 4 PERNOS ø 5/8" x 0.30 m C/u 11.2 11.23 11.31 11.36 11.4 11.27 11.25 11.33 11.39 11.22 11.24 11.2 11.29 11.38 11.31 11.24 11.35 11.36 11.29 11.31 11.34 11.39 11.38 11.45 11.39 11.34 11.23 11.3111 5 32 PLACA METÁLICA PARA SUJECIÓN U 75.36 75.49 76.08 76.39 76.68 75.8 75.67 76.2 76.59 75.45 75.59 75.36 75.94 76.55 76.03 75.6 76.35 76.42 75.92 76.09 76.24 76.62 76.53 77.01 76.58 76.25 75.51 76.0411 5 33 PLACA METALICA DE .03 X 0.30 E=3/8" C/ PERNOS DE 5/8" C/u 17.89 17.92 18.06 18.13 18.2 17.99 17.96 18.09 18.18 17.91 17.94 17.89 18.03 18.17 18.05 17.95 18.12 18.14 18.02 18.06 18.1 18.19 18.17 18.28 18.18 18.1 17.93 18.0511 5 34 Placa metálica 50cmx50cm e=1/4" de unión (Soldada y pulida y con anticorrosivo y pintura) C/u 35.34 35.4 35.64 35.77 35.89 35.53 35.47 35.69 35.85 35.38 35.44 35.34 35.58 35.84 35.62 35.44 35.75 35.78 35.58 35.64 35.71 35.86 35.83 36.02 35.84 35.71 35.41 35.6311 5 35 Perno de 1"X45" (Incluye tuerca arandela de presión HoGo y neopreno 5"x5"x1" En ambos extremos) C/u 106 106.19 107.02 107.45 107.87 106.63 106.43 107.19 107.74 106.14 106.33 106 106.83 107.69 106.95 106.34 107.4 107.49 106.8 107.03 107.24 107.77 107.65 108.32 107.72 107.26 106.22 106.9611 5 36 Arriostramiento de viga (Incluye Tubo 8x8x3/8 PL0.20x0.20x3/8"+4Varilla 1/2" soldada a PL L=0.45m) C/u 154.76 155.04 156.24 156.88 157.48 155.67 155.39 156.49 157.3 154.96 155.24 154.76 155.97 157.22 156.15 155.25 156.8 156.94 155.92 156.26 156.57 157.34 157.17 158.15 157.27 156.6 155.08 156.1711 5 37 Suministro de placa metálica de 0.10x0.10x1/4" C/u 2.61 2.62 2.64 2.65 2.66 2.63 2.63 2.64 2.66 2.62 2.62 2.61 2.63 2.66 2.64 2.62 2.65 2.65 2.63 2.64 2.65 2.66 2.66 2.67 2.66 2.65 2.62 2.6411 5 38 Suministro e instalación de PL20x20x1/4" con 4 pernos #4 (Incluye pintura tuercas y arandelas) C/u 22.61 22.64 22.8 22.9 23 22.73 22.69 22.83 22.96 22.63 22.67 22.61 22.76 22.96 22.79 22.67 22.89 22.91 22.75 22.8 22.84 22.97 22.95 23.09 22.96 22.85 22.64 22.811 5 39 Suministro y colocación de placa de 15x15x1/4" con 4 pernos #4 (Inc tuercas arandela y pint) C/u 17.72 17.75 17.89 17.96 18.03 17.82 17.79 17.92 18.01 17.74 17.77 17.72 17.86 18 17.88 17.78 17.95 17.97 17.85 17.89 17.93 18.02 18 18.11 18.01 17.93 17.76 17.8811 5 40 Suministro e instalación de PL40x15x1/4" con 4 pernos #4 (Incluye pintura tuercas y arandelas) C/u 22.55 22.59 22.76 22.86 22.94 22.68 22.64 22.8 22.92 22.58 22.62 22.55 22.72 22.91 22.75 22.62 22.85 22.87 22.72 22.77 22.81 22.92 22.9 23.04 22.91 22.82 22.6 22.7511 5 41 Placa metálica de 25x45 e=3/8" con 4 pernos de 5/8" G60 L=55 CMS C/u 30.35 30.4 30.63 30.75 30.86 30.52 30.47 30.67 30.83 30.39 30.44 30.35 30.58 30.81 30.61 30.44 30.73 30.76 30.57 30.63 30.69 30.83 30.8 30.99 30.82 30.7 30.41 30.6111 5 42 Placa de 0.35x0.35x1/2" con 4 pernos#7 G-60 L=1.0 mts y cortabones de 0.10x0.15x3/8" U 59.71 59.81 60.24 60.47 60.68 60.04 59.94 60.33 60.61 59.79 59.88 59.71 60.14 60.59 60.21 59.89 60.44 60.49 60.13 60.25 60.36 60.63 60.57 60.92 60.6 60.37 59.83 60.2111 5 43 Empalme de perfil metálico W con 2 PL 30"x36"x5/8"+2PL12"x42" con pernos 3/4"x3"+pernos de 3/4"x4" U 1654.42 1657.32 1670 1676.62 1682.95 1663.98 1661.08 1672.59 1681.01 1656.54 1659.45 1654.42 1667.05 1680.19 1669 1659.62 1675.84 1677.29 1666.6 1670.14 1673.4 1681.5 1679.7 1689.93 1680.68 1673.71 1657.82 1669.1911 5 44 PLACA 0.20X0.20 m; e=1/4" C/u 8.42 8.44 8.5 8.54 8.57 8.47 8.46 8.51 8.56 8.43 8.45 8.42 8.49 8.55 8.5 8.45 8.53 8.54 8.48 8.5 8.52 8.56 8.55 8.6 8.56 8.52 8.44 8.511 5 45 PL30x15x1/4" con 4 pernos #4 (Incluye pintura tuercas y arandelas) C/u 21.37 21.41 21.58 21.66 21.75 21.5 21.46 21.61 21.72 21.4 21.44 21.37 21.54 21.71 21.56 21.44 21.65 21.67 21.53 21.58 21.62 21.73 21.7 21.84 21.72 21.62 21.41 21.5611 5 46 PL12x12x5/8 (pulgadas) con 4 pernos #7 L=65cms G60 (Incluye pintura tuercas y arandelas) C/u 58.95 59.06 59.51 59.74 59.97 59.29 59.19 59.6 59.9 59.03 59.13 58.95 59.4 59.87 59.47 59.14 59.71 59.77 59.39 59.51 59.63 59.92 59.85 60.22 59.89 59.64 59.08 59.4811 5 47 Placa de hierro 1.0mx0.90mx5/8" con 10 orificios de 4/5"+soldadura en contorno c/varilla de pedestal C/u 258.48 258.92 260.85 261.87 262.83 259.94 259.49 261.25 262.54 258.8 259.24 258.48 260.41 262.41 260.7 259.27 261.74 261.97 260.33 260.88 261.37 262.61 262.34 263.9 262.49 261.42 259 260.7311 5 48 Placa metálica de 50x50 e=1" con 4 pernos de 1 1/4" G36 L=62 CMS. Incluye 4 tuercas y arandela C/u 211.5 211.87 213.48 214.32 215.12 212.71 212.34 213.8 214.88 211.77 212.14 211.5 213.1 214.77 213.35 212.16 214.22 214.4 213.04 213.5 213.91 214.94 214.71 216.01 214.83 213.95 211.93 213.3711 5 49 Placa metálica de 60x60 e=1¼" con 4 pernos de 1 1/4" G36 L=62 CMS. Incluye 4 tuercas y arandela C/u 222.72 223.11 224.8 225.69 226.54 224 223.61 225.15 226.28 223 223.39 222.72 224.41 226.17 224.67 223.41 225.58 225.78 224.35 224.82 225.26 226.34 226.1 227.47 226.23 225.3 223.17 224.6911 5 51 Placa de 26x26x5/8 incluye 16 pernos de 5/8" c/tuerca y arandelas soldadura dim en pulg C/u 211.27 211.65 213.29 214.16 214.99 212.52 212.13 213.63 214.74 211.55 211.92 211.27 212.92 214.63 213.17 211.94 214.05 214.24 212.85 213.31 213.73 214.79 214.56 215.9 214.69 213.79 211.71 213.1911 5 52 Placa de 19x19x1½ con 12 pernos de 1" incluye tuercas y arandelas dim en pulg U 251.24 251.7 253.65 254.68 255.66 252.73 252.27 254.05 255.37 251.58 252.02 251.24 253.21 255.24 253.51 252.04 254.55 254.78 253.13 253.67 254.18 255.43 255.16 256.75 255.31 254.24 251.77 253.5311 5 53 Suministro e instalación de placa 7.75x6x1/4 (dimensiones en pulgadas) con 2 pernos 3/4" y soldadura C/u 9.14 9.15 9.21 9.25 9.28 9.19 9.17 9.23 9.27 9.15 9.16 9.14 9.2 9.26 9.21 9.16 9.24 9.25 9.2 9.21 9.23 9.27 9.26 9.31 9.26 9.23 9.16 9.2111 5 54 Suministro e instalación de placa 40x60x1/4 (dimensiones en pulgadas) con soldadura en perimetro C/u 176.17 176.47 177.77 178.45 179.1 177.15 176.85 178.03 178.9 176.38 176.68 176.17 177.47 178.82 177.67 176.7 178.37 178.52 177.42 177.78 178.12 178.95 178.77 179.82 178.87 178.15 176.52 177.6811 5 55 Cartabón (triángulo rectángulo) de 3x9 con lámina de 1/2 de espesor dimensiones en pulgadas C/u 7.11 7.12 7.16 7.18 7.21 7.14 7.13 7.17 7.2 7.11 7.12 7.11 7.15 7.2 7.16 7.12 7.18 7.19 7.15 7.16 7.17 7.2 7.19 7.23 7.2 7.17 7.12 7.1611 5 57 Placa de 50x45 (cm) e=3/4" con 2 pernos U de Ø=1" y L=1.20m incluye tuerca y arandela C/u 88.34 88.5 89.17 89.52 89.85 88.85 88.7 89.3 89.75 88.46 88.61 88.34 89.01 89.71 89.12 88.62 89.47 89.55 88.99 89.18 89.35 89.77 89.68 90.22 89.73 89.36 88.52 89.1211 5 58 Placa de 50x45 (cm) e=3/4" con 6 pernos de Ø=1" y L=1.20m incluye tuerca y arandela C/u 140.61 140.86 141.93 142.49 143.03 141.42 141.18 142.15 142.87 140.79 141.04 140.61 141.68 142.8 141.85 141.05 142.42 142.55 141.64 141.94 142.22 142.91 142.75 143.62 142.84 142.25 140.9 141.8611 5 59 Doble placa de 12x10x1 (dim en pulgadas) con 4 pernos Ø1" L=0.75m inc tuercas en ambos extremos+PL U 178.49 178.81 180.18 180.9 181.58 179.53 179.21 180.46 181.37 178.72 179.04 178.49 179.86 181.29 180.07 179.05 180.81 180.97 179.81 180.2 180.55 181.43 181.23 182.34 181.34 180.58 178.86 180.0911 5 60 Placa de 47x35cm e=1" con 4 pernos de 1" G-60 Longitud=66 cm incl placas apoyo de cable y cartabon C/u 313.2 313.74 316.11 317.36 318.54 314.99 314.44 316.6 318.18 313.59 314.14 313.2 315.57 318.02 315.93 314.17 317.2 317.48 315.47 316.14 316.75 318.27 317.93 319.85 318.12 316.81 313.83 315.9611 5 62 Placa 8cmx10cm con espesor=3/8" C/u 12.32 12.34 12.41 12.45 12.49 12.38 12.36 12.43 12.48 12.33 12.35 12.32 12.4 12.47 12.41 12.35 12.45 12.46 12.39 12.41 12.43 12.48 12.47 12.53 12.48 12.44 12.34 12.4111 5 63 Empalme de perfil metálico W con 2 PL 33"x36"x5/8"+2PL15"x42" con pernos 3/4"x3"+pernos de 3/4"x4" C/u 1725.95 1728.99 1742.21 1749.14 1755.75 1735.95 1732.89 1744.91 1753.69 1728.16 1731.19 1725.95 1739.14 1752.85 1741.17 1731.38 1748.3 1749.83 1738.64 1742.35 1745.75 1754.22 1752.32 1763.01 1753.37 1746.08 1729.5 1741.3611 5 64 Conector de cortante de Ø3/4" C/u 2.52 2.52 2.54 2.55 2.56 2.53 2.53 2.54 2.55 2.52 2.53 2.52 2.54 2.55 2.54 2.53 2.55 2.55 2.53 2.54 2.54 2.55 2.55 2.56 2.55 2.54 2.52 2.5411 5 65 Placa metálica de 0.60x0.40 e=5/8" incluye 4 pernos de 1" C/u 65.42 65.53 66.02 66.27 66.52 65.79 65.67 66.12 66.44 65.5 65.61 65.42 65.91 66.41 65.98 65.62 66.24 66.3 65.89 66.02 66.15 66.46 66.39 66.79 66.43 66.16 65.55 65.9911 5 66 Perno de ¾" G-40 Longitud=100 cm con rosta en un extremo incluye tuerca y arandela C/u 8.17 8.18 8.24 8.26 8.29 8.21 8.2 8.25 8.28 8.18 8.19 8.17 8.22 8.28 8.23 8.19 8.26 8.27 8.22 8.24 8.25 8.29 8.28 8.32 8.28 8.25 8.19 8.2311 5 67 Placa de 10"x19"x1/2" Acero A-36; incluye 4 pernos de 1" con tuerca y arandelas; incluye pintura C/u 73.82 73.95 74.51 74.8 75.08 74.24 74.11 74.62 75 73.91 74.04 73.82 74.38 74.96 74.47 74.05 74.77 74.83 74.36 74.52 74.66 75.02 74.94 75.39 74.98 74.67 73.97 74.4711 5 68 Placa de 0.20mx0.20mx3/8" con pernos #5; Incluye pintura de aceite y anticorrosivo U 32.01 32.07 32.31 32.44 32.56 32.19 32.14 32.36 32.52 32.05 32.11 32.01 32.25 32.5 32.29 32.11 32.42 32.45 32.24 32.31 32.37 32.53 32.5 32.69 32.51 32.38 32.08 32.2911 5 69 Placa de 0.35mx0.25mx3/8" con pernos #5; Incluye pintura de aceite y anticorrosivo U 37.32 37.39 37.67 37.82 37.96 37.54 37.47 37.73 37.92 37.37 37.44 37.32 37.61 37.9 37.65 37.44 37.8 37.84 37.6 37.68 37.75 37.93 37.89 38.12 37.91 37.76 37.4 37.6611 5 70 Placa de 0.65mx0.65mx5/8" con pernos #6 L=45 cms; Incluye pintura U 172.99 173.29 174.62 175.32 175.98 173.99 173.68 174.89 175.78 173.21 173.51 172.99 174.31 175.69 174.52 173.53 175.23 175.39 174.27 174.64 174.98 175.83 175.64 176.72 175.74 175.01 173.34 174.5411 5 71 Cartabón (triángulo rectángulo) de 13x31cm con lámina de 1/2" de espesor U 17.89 17.92 18.02 18.07 18.12 17.97 17.95 18.04 18.11 17.91 17.93 17.89 18 18.1 18.01 17.94 18.07 18.08 17.99 18.02 18.05 18.11 18.1 18.18 18.11 18.05 17.92 18.0111 6 1 PASAMANOS DE TUBO H.N. DE 2 PULG H=0.9 C/MALLA M 40.89 40.96 41.28 41.45 41.61 41.13 41.05 41.34 41.56 40.94 41.01 40.89 41.21 41.54 41.25 41.02 41.43 41.46 41.19 41.28 41.37 41.57 41.52 41.78 41.55 41.37 40.97 41.2611 6 2 ENRREJADO MET.#4 A.C.25CM;ANG.11/2" M2 15.66 15.69 15.81 15.88 15.94 15.76 15.73 15.84 15.92 15.69 15.71 15.66 15.79 15.91 15.81 15.71 15.87 15.89 15.78 15.82 15.85 15.93 15.91 16.01 15.92 15.85 15.7 15.8111 6 3 PASAMANOS METALICO HO.GO.2 1/2"1 1/2" H=30CMS. M 20.43 20.47 20.63 20.71 20.79 20.55 20.51 20.66 20.77 20.46 20.49 20.43 20.59 20.75 20.61 20.5 20.7 20.72 20.58 20.63 20.67 20.77 20.75 20.88 20.76 20.67 20.47 20.6211 6 4 ENRREJADO CON HIERRO #3 A.C.20CM.A.S. M2 11.75 11.77 11.87 11.91 11.96 11.82 11.8 11.88 11.95 11.77 11.79 11.75 11.85 11.94 11.86 11.79 11.91 11.92 11.84 11.87 11.89 11.95 11.94 12.01 11.94 11.89 11.78 11.8611 6 5 M 66.39 66.5 67.02 67.29 67.55 66.78 66.66 67.13 67.47 66.47 66.59 66.39 66.9 67.44 66.98 66.6 67.26 67.32 66.88 67.03 67.16 67.49 67.42 67.84 67.46 67.17 66.52 66.9911 6 6 M 38.58 38.65 38.95 39.11 39.26 38.81 38.74 39.01 39.21 38.63 38.7 38.58 38.88 39.19 38.93 38.7 39.09 39.12 38.87 38.95 39.03 39.22 39.18 39.42 39.2 39.04 38.66 38.93

BARANDAL MET LICO DE HO.GO. Í2½"; Í2" Y Í1"BARANDAL MET LICO DE TUBO INDUSTRIAL 2"X1" H=0.90

11 6 7 Barandal c/postes@1.9 c/tubo Ho EST 8x4x3/8" + 3 tubos de Ho EST de 4x2x1/4" (Inc PL0.25x0.25x5/8") M 156.66 156.92 158.1 158.69 159.29 157.55 157.26 158.34 159.12 156.84 157.13 156.66 157.83 159.04 158 157.16 158.63 158.76 157.77 158.1 158.4 159.17 158.99 159.92 159.09 158.43 156.99 158.0411 6 8 Defensa metálica de 2 crestas (Flex-beam) con postes IPR de 6x4x1.50@3.81m (enterrados) M 50.41 50.5 50.89 51.1 51.3 50.71 50.62 50.97 51.24 50.48 50.57 50.41 50.8 51.21 50.86 50.57 51.08 51.12 50.79 50.9 51 51.25 51.2 51.51 51.23 51.01 50.52 50.8711 6 9 Pasamanos metálico c/tubo vert 2x2x1/8"@1.50+2 tubos de 1-1/4"+1 Tubo de 1-1/2" M 25.49 25.53 25.7 25.79 25.88 25.62 25.58 25.74 25.85 25.52 25.56 25.49 25.66 25.84 25.69 25.56 25.78 25.8 25.66 25.7 25.75 25.86 25.83 25.97 25.85 25.75 25.54 25.6911 6 10 Barandal metálico h=0.90 c/tubo estructural vert 2x2CH14@1.50+2tubos de 2"x1"CH14 (Incluye pintura) M 19.57 19.6 19.73 19.8 19.87 19.67 19.64 19.76 19.85 19.59 19.62 19.57 19.7 19.84 19.72 19.63 19.79 19.81 19.7 19.74 19.77 19.85 19.84 19.94 19.85 19.77 19.61 19.7311 6 11 Barandal metálico h=1.20mts HoGo vertical 1-1/4"@1.50+2 HoGo hotizontal de 1-1/4" (decorado c/pl) M 40.75 40.82 41.12 41.29 41.44 40.97 40.9 41.18 41.39 40.8 40.86 40.75 41.06 41.37 41.1 40.87 41.27 41.3 41.04 41.13 41.21 41.41 41.35 41.64 41.38 41.21 40.83 41.111 6 12 PASAMANOS TUBO CUADRADO DE 1"X1/8" M 1.99 2 2.01 2.02 2.03 2 2 2.01 2.02 1.99 2 1.99 2.01 2.02 2.01 2 2.02 2.02 2.01 2.01 2.02 2.03 2.02 2.04 2.02 2.02 2 2.0111 6 13 PASAMANOS DE TUBO DE DIAMETRO 1 1/2" M 3.25 3.26 3.28 3.3 3.31 3.27 3.26 3.29 3.3 3.26 3.26 3.25 3.28 3.3 3.28 3.26 3.29 3.3 3.28 3.28 3.29 3.31 3.3 3.32 3.3 3.29 3.26 3.2811 6 14 BARANDAL DE TUBO CUADRADO 1"X1" H=0.90M C/PLETINA DE 1"X1/8" DECORACION M 43.37 43.44 43.78 43.96 44.13 43.62 43.54 43.85 44.08 43.42 43.5 43.37 43.7 44.06 43.76 43.5 43.94 43.98 43.69 43.79 43.87 44.09 44.04 44.32 44.07 43.88 43.46 43.7611 6 15 BARANDAL DE TUBO CUADRADO 1"X1" H=0.60M C/PLETINA DE 1"X1/8" DECORACION M 40.79 40.86 41.18 41.34 41.5 41.03 40.95 41.24 41.45 40.84 40.91 40.79 41.1 41.43 41.15 40.92 41.32 41.36 41.09 41.18 41.26 41.47 41.42 41.68 41.45 41.27 40.87 41.1611 6 16 BARANDAL METALICO DE HIERRO CUADRADO 1/2" CON LANCETAS DE H=1-0.7 @0.20 C/2 REF.HOR. M 21.77 21.81 21.98 22.07 22.15 21.9 21.86 22.01 22.13 21.8 21.84 21.77 21.94 22.12 21.97 21.84 22.06 22.08 21.93 21.98 22.02 22.13 22.11 22.25 22.12 22.03 21.82 21.9711 6 18 Barda laterales de pasarela de Muelle M2 2.89 2.89 2.92 2.93 2.94 2.91 2.9 2.92 2.94 2.89 2.9 2.89 2.91 2.94 2.92 2.9 2.93 2.93 2.91 2.92 2.92 2.94 2.93 2.95 2.94 2.92 2.9 2.9211 6 19 PASAMANOS ESTRUCTURA DE TUBO ESTRUCTURAL. Ø 2" PULG H=1.4 C/MALLA CALIBRE 72 M2 31.52 31.58 31.82 31.94 32.06 31.7 31.65 31.86 32.02 31.56 31.62 31.52 31.76 32.01 31.8 31.62 31.92 31.95 31.75 31.82 31.88 32.03 32 32.19 32.02 31.89 31.59 31.811 6 20 Pasamanos Tub. Hº Gº 2 1/2" T/LIVIANO Tub. cuadrado de 1" CHAPA # 16 Tub. cuadrado de 2" CHAPA # 1 M 52.92 52.99 53.32 53.49 53.66 53.17 53.09 53.39 53.61 52.97 53.05 52.92 53.25 53.59 53.3 53.05 53.47 53.51 53.23 53.32 53.41 53.62 53.57 53.84 53.6 53.42 53.01 53.311 6 21 BARANDAL METALICO DE TUBO INDUSTRIAL 2"X1" H=1.80 MTS. M 40.86 40.93 41.25 41.42 41.57 41.1 41.02 41.31 41.53 40.91 40.98 40.86 41.17 41.51 41.22 40.99 41.39 41.43 41.16 41.25 41.33 41.54 41.49 41.75 41.52 41.34 40.94 41.2311 6 22 Barandal de HoGo 2" con malla criba M 32.45 32.51 32.76 32.89 33.02 32.64 32.58 32.81 32.98 32.49 32.55 32.45 32.7 32.97 32.74 32.55 32.88 32.91 32.69 32.76 32.83 32.99 32.96 33.16 32.98 32.84 32.52 32.7511 6 23 Barandal de HoGo T/P de 4" Htal y Vcal. M 89.39 89.55 90.25 90.61 90.96 89.91 89.75 90.39 90.85 89.5 89.66 89.39 90.08 90.81 90.19 89.67 90.57 90.65 90.06 90.25 90.43 90.88 90.78 91.34 90.84 90.45 89.57 90.211 6 24 Barandal metalico de tubo HoGo T/P: 4" vert y 2" htal M 66.44 66.56 67.08 67.35 67.61 66.83 66.72 67.19 67.53 66.53 66.65 66.44 66.96 67.5 67.04 66.66 67.32 67.38 66.94 67.09 67.22 67.55 67.48 67.9 67.52 67.23 66.58 67.0511 6 25 BARANDAL METALICO Ho.Go. VERT. 4" ; HORZ 3" M 117.47 117.68 118.59 119.07 119.53 118.16 117.95 118.78 119.39 117.62 117.83 117.47 118.38 119.33 118.52 117.84 119.02 119.12 118.35 118.6 118.84 119.43 119.3 120.04 119.37 118.86 117.71 118.5311 6 26 Barandal con poste de concreto f´c=280 kg/cm2 y tubo HoGo de 3" T/estandar M 62.16 62.27 62.76 63.01 63.25 62.53 62.41 62.85 63.18 62.24 62.35 62.16 62.64 63.15 62.72 62.36 62.98 63.03 62.63 62.76 62.89 63.2 63.13 63.52 63.16 62.9 62.29 62.7211 6 27 BARANDAL DE APOYO CON TUBO PVC DE 3" Y CADENA GALV. 3/8" M 25.49 25.52 25.71 25.84 25.93 25.62 25.59 25.78 25.91 25.52 25.57 25.49 25.67 25.9 25.71 25.57 25.83 25.85 25.67 25.74 25.8 25.92 25.88 26.04 25.91 25.8 25.53 25.7111 6 28 BARANDAL DE MADERA CON POSTES Y PASAMANOS DE CUARTONES M 25.75 25.8 26 26.1 26.2 25.9 25.85 26.04 26.17 25.78 25.83 25.75 25.95 26.16 25.98 25.83 26.09 26.11 25.94 26 26.05 26.18 26.15 26.31 26.17 26.06 25.8 25.9811 6 29 BARANDAL DE PROTECCIÓN DE TUBO INDUSTRIAL 2"X2" Y 1"X1" M 25.44 25.49 25.69 25.79 25.89 25.59 25.55 25.73 25.86 25.48 25.52 25.44 25.64 25.85 25.67 25.53 25.78 25.8 25.64 25.69 25.74 25.87 25.84 26 25.86 25.75 25.5 25.6811 6 30 Huella de gradas c/lám de hierro lagrimada 1/8" y áng 1 1/2x1/8" pint c/anticorrosiva y esmalte M 21.45 21.49 21.66 21.75 21.83 21.58 21.54 21.69 21.8 21.48 21.52 21.45 21.62 21.79 21.65 21.52 21.74 21.75 21.61 21.66 21.7 21.81 21.79 21.92 21.8 21.71 21.5 21.6511 6 31 BARANDAL CON PERFIL Y CERCA DE MALLA CICLÓN 9X72" SOBRE CAÑO NEGRO CHAPA 14 M 98.99 99.17 99.94 100.35 100.74 99.58 99.4 100.1 100.62 99.12 99.3 98.99 99.77 100.57 99.88 99.31 100.3 100.39 99.74 99.95 100.15 100.65 100.54 101.16 100.6 100.17 99.2 99.8911 6 32 BARANDAL CON CAÑO NEGRO ø 2 1/2" CON CONTRAFUERTES ø 2 1/2" Y MALLA CICLÓN 9X72" M 104.22 104.41 105.21 105.65 106.05 104.84 104.65 105.39 105.94 104.35 104.54 104.22 105.02 105.88 105.14 104.55 105.59 105.69 105 105.23 105.44 105.96 105.84 106.51 105.92 105.48 104.44 105.1511 6 33 REJAS DE PROTECCIÓN DE TUBO ESTRUCTURAL GALVANIZADO DE 2"X1" CH 18 M2 41.9 41.98 42.31 42.48 42.64 42.15 42.07 42.37 42.59 41.96 42.03 41.9 42.23 42.57 42.28 42.04 42.46 42.49 42.22 42.31 42.39 42.6 42.56 42.82 42.58 42.4 41.99 42.2811 6 34 BARANDAL DE TUBO GALVANIZADO CÉDULA 40 V: ø4" @ 1.0 m; H: ø2" @ 0.25 m M 81.9 82.05 82.69 83.02 83.36 82.4 82.22 82.82 83.25 82.01 82.15 81.9 82.54 83.2 82.65 82.16 82.98 83.06 82.51 82.7 82.86 83.28 83.17 83.69 83.22 82.87 82.08 82.6611 6 35 PASAMANO METÁLICO V: HoGo ø 2 1/2" T/L; H: HoGo 2 1/2" Y 2" CON MALLA CICLÓN 11/72 M 135.52 135.76 136.82 137.38 137.91 136.32 136.08 137.04 137.74 135.7 135.94 135.52 136.58 137.67 136.74 135.95 137.31 137.43 136.54 136.84 137.11 137.78 137.63 138.49 137.72 137.13 135.8 136.7511 6 36 Pasamanos Viga de concreto de 15x30 f'c=280 Kgf/cm2 (ochavada 4E) con Ref 4#5G60+Est#2@0.10 G40 M 37.58 37.64 37.94 38.09 38.21 37.81 37.73 38.01 38.16 37.63 37.7 37.58 37.87 38.14 37.93 37.7 38.08 38.1 37.86 37.95 38.02 38.18 38.14 38.4 38.16 38.03 37.65 37.9311 6 37 Pasamanos de HoGo D=2" (2 tubos en paralelo) y soldados con tubo HoGo de 1"@1.0mts M 25.88 25.93 26.12 26.22 26.32 26.03 25.98 26.16 26.29 25.92 25.96 25.88 26.08 26.27 26.1 25.96 26.21 26.23 26.07 26.12 26.17 26.29 26.27 26.42 26.28 26.18 25.94 26.1111 6 38 Pasamano de tubo estructural de D=2" apoyado con pletina de 3/4"x1/4"@0.60 (Incluye pintura) M 26.94 26.99 27.19 27.29 27.39 27.09 27.05 27.23 27.36 26.98 27.02 26.94 27.14 27.35 27.17 27.02 27.28 27.3 27.14 27.19 27.24 27.37 27.34 27.5 27.36 27.25 27 27.1811 6 39 Pasamanos 1tubo HoGo D=2" y 4 tubo HoGo de 1 1/2" (Vert 2"@1.60 h=1.00 Tubería T/P C/R inc pint) M 79.92 80.08 80.68 81.01 81.33 80.41 80.25 80.81 81.23 80.03 80.17 79.92 80.54 81.2 80.64 80.18 80.97 81.06 80.51 80.69 80.84 81.25 81.16 81.66 81.22 80.86 80.12 80.6411 6 40 Pasamanos de HoNo D=2" 3 tubos en paralelo y soldados con tubo HoNo de 1.5"@2.0mts M 38.12 38.17 38.43 38.58 38.75 38.31 38.25 38.49 38.69 38.15 38.23 38.12 38.39 38.66 38.41 38.23 38.57 38.59 38.38 38.43 38.51 38.71 38.65 38.91 38.68 38.51 38.18 38.4111 6 41 Barandal de puente con tubo W6x16@1.90m +2TS6x3x1/4" (Incluye 2 placas en cada apoyo) M 132.57 132.8 133.79 134.31 134.8 133.32 133.09 133.99 134.65 132.73 132.96 132.57 133.56 134.59 133.71 132.97 134.24 134.36 133.52 133.8 134.05 134.69 134.55 135.35 134.63 134.08 132.83 133.7211 6 42 BARANDAL METÁLICO h=1.01 m; VERTICAL TUBO HoGo 3" T/L HORIZONTAL TUBO HoGo 2" T/L M 69.81 69.95 70.48 70.77 71.05 70.22 70.1 70.58 70.96 69.92 70.03 69.81 70.35 70.94 70.44 70.03 70.74 70.79 70.34 70.48 70.61 70.98 70.9 71.33 70.95 70.61 69.96 70.4611 6 43 Poste adicional p/defensa metálica (Flex-beam) poste IPR de 6"x4"x1.50m enterrado U 61.26 61.37 61.85 62.1 62.34 61.62 61.51 61.95 62.26 61.34 61.45 61.26 61.74 62.23 61.81 61.46 62.07 62.12 61.72 61.85 61.98 62.28 62.22 62.6 62.25 61.99 61.39 61.8211 6 44 Terminales p/defensa metálica (Flex-beam) Suministro e instalación U 36.47 36.54 36.82 36.97 37.11 36.69 36.62 36.88 37.07 36.52 36.58 36.47 36.75 37.05 36.8 36.59 36.95 36.98 36.74 36.82 36.9 37.08 37.04 37.27 37.06 36.9 36.55 36.811 6 45 Defensa metálica de 2 crestas (Flex-beam) con postes IPR de 6x4x1.50@3.81m (emplatinados) M 66.68 66.8 67.32 67.59 67.85 67.07 66.95 67.43 67.77 66.77 66.89 66.68 67.2 67.74 67.28 66.89 67.56 67.62 67.18 67.33 67.46 67.79 67.72 68.14 67.76 67.47 66.82 67.2911 6 46 Poste emplatinado adicional p/defensa metálica (Flex-beam) Poste IPR de 6"x4" Sum/inst U 75.85 75.99 76.58 76.89 77.19 76.3 76.16 76.7 77.09 75.95 76.09 75.85 76.44 77.06 76.53 76.09 76.85 76.92 76.42 76.59 76.74 77.12 77.03 77.51 77.08 76.75 76.01 76.5411 6 47 Barandal metálico h=1m c/tubo CH16 de 2x2@2.0+tubo CH16 1x1@0.14 (decorado c/aros de 4x1) M 42.05 42.12 42.45 42.63 42.79 42.3 42.22 42.51 42.73 42.1 42.18 42.05 42.37 42.71 42.43 42.18 42.6 42.64 42.35 42.46 42.53 42.75 42.7 42.96 42.72 42.54 42.14 42.4311 6 48 Barandal metálico h=0.60m c/tubo CH16 de 2x2@2.0+tubo CH16 1x1@0.14 (decorado c/aros de 4x1) M 30.84 30.85 30.95 31 31.06 30.9 30.88 30.97 31.03 30.85 30.88 30.84 30.94 31.02 30.94 30.88 31 31.01 30.94 30.95 30.97 31.03 31.01 31.1 31.02 30.98 30.86 30.9511 6 49 Pasamanos H=0.90m c/postes HoGo Vert 2"@0.70+HoGo 2"@0.20+3 tubos HoGo horiz (2 de 2"+1 de 1 1/2") M 89.9 90.03 90.67 91.02 91.33 90.37 90.23 90.79 91.24 89.99 90.13 89.9 90.52 91.2 90.62 90.13 90.97 91.03 90.5 90.67 90.84 91.25 91.17 91.69 91.22 90.85 90.05 90.6211 6 50 Pasamanos de HoGo h=0.90 con tubo de Ø=2" SC40 2 tubos en paralelo+1Tubo Vert@2.0m M 44.45 44.54 44.84 45.01 45.14 44.69 44.63 44.91 45.1 44.51 44.58 44.45 44.77 45.09 44.83 44.59 44.98 45.02 44.75 44.84 44.92 45.11 45.08 45.32 45.1 44.93 44.54 44.8311 6 51 Barandal metálico h=0.8m c/tubo vert Ø=2"@2m+tubo Ø1"@0.25m+2tubos horizont. Ø2" (HoGo t/liviano) M 48.03 48.13 48.45 48.62 48.78 48.28 48.21 48.52 48.73 48.1 48.16 48.03 48.39 48.71 48.42 48.17 48.6 48.64 48.36 48.45 48.54 48.76 48.7 48.97 48.72 48.54 48.14 48.4211 6 52 Barandal metálico h=2.0m c/3 tubos Ø=2½"+tubo vert Ø=2½"@2.0 base conc de 40x40x50/ SCH 40 M 110.02 110.21 111.03 111.44 111.84 110.63 110.44 111.18 111.71 110.16 110.34 110.02 110.83 111.67 110.97 110.34 111.38 111.49 110.79 111.04 111.23 111.73 111.64 112.29 111.69 111.25 110.26 110.9711 6 53 Pasamanos de HoGo tipo liviano h=0.90 con tubo de Ø=1 1/2" 2 tubos en paralelo+1Tubo Vert@2.0m M 30.31 30.35 30.55 30.66 30.76 30.46 30.41 30.59 30.73 30.34 30.39 30.31 30.51 30.71 30.54 30.39 30.65 30.67 30.5 30.56 30.61 30.73 30.71 30.87 30.72 30.61 30.36 30.5411 6 54 Pasamanos HoGo t/liviano h=1.05 con 2 tubos Ø=1 1/2"+1 tubo Ø=2"+1Tubo Vert Ø=2"@3.0m M 37.55 37.61 37.86 37.99 38.11 37.74 37.68 37.91 38.08 37.59 37.65 37.55 37.8 38.06 37.84 37.65 37.97 38 37.79 37.86 37.93 38.09 38.05 38.25 38.07 37.93 37.62 37.8411 6 55 Larguero metalico con HoGo de 3" tipo pesado M 20.12 20.16 20.31 20.39 20.47 20.24 20.2 20.34 20.45 20.15 20.18 20.12 20.28 20.44 20.3 20.19 20.38 20.4 20.27 20.31 20.35 20.45 20.43 20.55 20.44 20.36 20.17 20.311 6 56 Pasamanos HoGo t/pesado h=0.90 con tubo Ø=1 1/2"@1m 2 tubos HoGo 1"+1pieza VertØ1½"@1.0m inc hilad M 82.73 82.86 83.44 83.74 84.03 83.14 83.01 83.57 83.95 82.81 82.96 82.73 83.32 83.91 83.41 82.96 83.7 83.77 83.29 83.45 83.6 83.96 83.9 84.35 83.94 83.61 82.9 83.4211 6 59 Pasamanos de h=0.90m c/tubo vert 2x2" Ch16@0.25 m +1 tubo horizontal de 2x2+2 Caños de Ø=2" t/liv M 41.61 41.68 41.97 42.12 42.27 41.83 41.76 42.03 42.23 41.66 41.73 41.61 41.9 42.21 41.95 41.73 42.11 42.14 41.89 41.97 42.05 42.24 42.2 42.43 42.22 42.06 41.69 41.9511 6 60 Barandal metalico de tubo industrial 1"x1" vertical @ cada 0.29 mts. M 15.85 15.87 16 16.06 16.12 15.94 15.91 16.02 16.11 15.87 15.89 15.85 15.97 16.1 15.99 15.9 16.05 16.07 15.96 16 16.03 16.11 16.09 16.19 16.1 16.03 15.88 15.9911 6 61 Pasamano h=0.90m c/tubo vert 2x2" Ch16@0.60m c/electromalla+1 tubo de 2x2+2 Caños de Ø=2" t/liv M 38.2 38.26 38.53 38.67 38.8 38.4 38.34 38.59 38.76 38.25 38.31 38.2 38.47 38.75 38.51 38.31 38.65 38.68 38.46 38.53 38.6 38.77 38.74 38.95 38.76 38.61 38.28 38.5111 6 62 Montaje de barandal M 7.2 7.21 7.25 7.28 7.3 7.23 7.22 7.26 7.29 7.21 7.22 7.2 7.24 7.29 7.25 7.22 7.27 7.28 7.24 7.25 7.27 7.29 7.29 7.32 7.29 7.27 7.21 7.2511 6 63 Pasamano en ambos lados con tubo vert de 2x2 CH16@1.0m+4 HoGo horiz. de Ø=2"+2 tubos de 2"x2" M 61.3 61.41 61.82 62.05 62.26 61.63 61.53 61.92 62.19 61.37 61.49 61.3 61.74 62.16 61.8 61.49 62.03 62.07 61.72 61.82 61.94 62.22 62.14 62.51 62.17 61.96 61.42 61.811 6 64 Pasamano h=0.90m c/tubo vert 2x2" Ch16@1.00m+1 tubo de 2x2+2 Caños de Ø=2" t/liviano M 40.2 40.28 40.55 40.7 40.85 40.41 40.36 40.6 40.8 40.26 40.32 40.2 40.49 40.77 40.52 40.33 40.69 40.72 40.48 40.55 40.63 40.82 40.77 41 40.77 40.64 40.29 40.5311 6 65 Barandal de tubo estructural de 2x2 CH14 h=0.90m con malla metálica M 40.9 40.97 41.29 41.45 41.62 41.12 41.06 41.34 41.56 40.95 41.01 40.9 41.2 41.55 41.24 41.01 41.43 41.47 41.19 41.29 41.37 41.57 41.54 41.79 41.56 41.37 40.98 41.2611 6 66 Pasamanos con tubo horizontal de 2x1 CH14+1 tubo de 1x1 CH14+Tubo vert de 2x1 CH-14 @0.60m incluye extremos redondeados seM 30.65 30.69 30.89 30.99 31.09 30.8 30.75 30.93 31.06 30.68 30.73 30.65 30.85 31.05 30.88 30.73 30.98 31 30.84 30.89 30.94 31.07 31.04 31.2 31.06 30.95 30.7 30.8811 6 67 Barandal de h=0.90m con tubo estructural de 2x2 CH 14 y malla metálica ondulada soldada a marco de L1x1x1/8; incluye pintura y M 40.9 40.97 41.29 41.45 41.62 41.12 41.06 41.34 41.56 40.95 41.01 40.9 41.2 41.55 41.24 41.01 41.43 41.47 41.19 41.29 41.37 41.57 41.54 41.79 41.56 41.37 40.98 41.2611 6 68 Pasamanos de HoGo SC-40 h=0.90 con tubo vertical de Ø=2½" @1.20m+2 tubo en paralelo de HoGo de Ø=1½" incluye bases de co U 50.8 50.88 51.26 51.42 51.61 51.09 50.99 51.31 51.58 50.87 50.95 50.8 51.17 51.56 51.24 50.95 51.41 51.48 51.16 51.26 51.35 51.59 51.54 51.85 51.57 51.35 50.9 51.2411 6 69 Pasamanos de HoGo SC-40 h=1.0 con tubo vertical de Ø=2"@1.00m+2 tubo en paralelo de HoGo incluye bases de concreto armado M 42.87 42.95 43.24 43.4 43.56 43.09 43.04 43.3 43.52 42.93 43 42.87 43.17 43.5 43.22 43 43.36 43.42 43.16 43.24 43.31 43.54 43.48 43.74 43.51 43.32 42.96 43.2211 6 70 Pasamanos de HoGo D=2" (2 tubos en paralelo) y anclado a pared con PL 0.10x0.10mx3/16"@1.0m M 27.91 27.96 28.17 28.29 28.38 28.07 28.03 28.23 28.36 27.94 28 27.91 28.12 28.35 28.16 28 28.28 28.3 28.12 28.17 28.24 28.36 28.34 28.52 28.35 28.24 27.97 28.1611 6 71 Pasamanos doble de tubo galvanizado de 2" de diametro con terminaciones curvas empotrado a pared con barilla de hierro de 5/8" M 34.52 34.58 34.83 34.96 35.08 34.71 34.66 34.88 35.05 34.57 34.62 34.52 34.77 35.03 34.81 34.63 34.94 34.97 34.76 34.83 34.9 35.06 35.02 35.22 35.04 34.9 34.59 34.8111 6 72 Pasamanos y barandal; con tubo HoGo de Ø=2"@2.0m+6 caños horizaontales de HoGo de Ø2"; refuerzo de barandal caño de Ø=1" c M 94.96 95.12 95.78 96.13 96.47 95.47 95.31 95.92 96.36 95.07 95.23 94.96 95.63 96.32 95.73 95.24 96.09 96.17 95.6 95.79 95.96 96.39 96.29 96.83 96.35 95.98 95.14 95.7411 7 1 PISO METALICO CON LAMINA LAGRIMADA DE 6MM M2 22.21 22.25 22.42 22.51 22.6 22.34 22.3 22.45 22.57 22.23 22.27 22.21 22.38 22.56 22.41 22.28 22.5 22.52 22.37 22.42 22.47 22.58 22.55 22.69 22.57 22.47 22.25 22.4111 7 2 ESCALON METALICO DE TUBO DE 2 1/2" C/REF.PPAL Y ANGULAR 2x3/16" C/REF.SEC. U 10.95 10.97 11.05 11.1 11.14 11.01 10.99 11.07 11.13 10.96 10.98 10.95 11.03 11.12 11.05 10.98 11.09 11.1 11.03 11.05 11.08 11.13 11.12 11.19 11.13 11.08 10.97 11.0511 7 3 GRADA METALICA EST DE <1-1/2"X1/8" Y PELDAÑO COLADO DE CONCRETO Y #2@15 A.S. M 16.77 16.78 16.92 16.99 17.05 16.87 16.83 16.97 17.03 16.78 16.81 16.77 16.9 17.02 16.91 16.81 16.99 17 16.89 16.92 16.98 17.03 17.02 17.14 17.03 16.98 16.8 16.9211 7 4 ESCALERA METALICA CON TUBO HoGo DE Ø=1½" PELDAÑO DE HoGo DE Ø=1" C/PROTECCION Y ANCLADO CON ACERO #6 M 38.19 38.25 38.51 38.65 38.79 38.39 38.33 38.57 38.74 38.23 38.29 38.19 38.45 38.73 38.49 38.29 38.64 38.67 38.44 38.52 38.58 38.75 38.72 38.93 38.74 38.59 38.26 38.511 7 5 ESCALERA METALICA REF LONG ToGo DE 1-1/2PELDAÑOS DE ToGo DE 1" M 25.73 25.77 25.97 26.08 26.18 25.88 25.83 26.02 26.15 25.76 25.81 25.73 25.93 26.14 25.96 25.81 26.07 26.09 25.92 25.98 26.03 26.16 26.13 26.29 26.14 26.03 25.78 25.9611 7 6 PASO METALICO DE LAMINA LAGRIMADA DE 3/8 C/PASAMANO METALICO ESCUELA M 1019.94 1021.75 1029.73 1033.89 1037.88 1025.92 1024.09 1031.32 1036.65 1021.24 1023.03 1019.94 1027.87 1036.16 1029.07 1023.11 1033.38 1034.31 1027.56 1029.81 1031.88 1036.93 1035.84 1042.27 1036.46 1032.04 1022.03 1029.211 7 7 Piso de Chapa Lagrimada de 1/8" (e=3mm) Para Pasarela Muelle M2 42.42 42.5 42.83 43.01 43.17 42.67 42.6 42.9 43.12 42.48 42.56 42.42 42.76 43.1 42.81 42.56 42.98 43.02 42.74 42.84 42.92 43.13 43.09 43.35 43.11 42.93 42.51 42.8111 7 8 Huella metalica de 0.30 x 1.10 mts. marco de ang. metalico de 2"x2"x1/8" y ref. No. 2 @ 0.15 m C/u 19.91 19.95 20.04 20.11 20.17 19.98 19.97 20.05 20.15 19.93 19.95 19.91 20.02 20.15 20.03 19.96 20.11 20.12 20.01 20.04 20.06 20.15 20.13 20.23 20.15 20.08 19.95 20.0311 7 9 GRADA METALICA H=2.1 ; DE POLIN "C" DE 6" HUELLA DE 60X30 CMS. LAMINA LAGRIMADA U 414.96 415.71 418.94 420.65 422.26 417.41 416.66 419.61 421.77 415.5 416.25 414.96 418.2 421.56 418.69 416.29 420.44 420.81 418.07 418.98 419.82 421.89 421.43 424.05 421.68 419.9 415.83 418.7411 7 10 Huella metalica de 0.3x1.6 mts. marco de 2"x2"x1/8". ref. No. 2 @ 15 cms. C/u 28.34 28.37 28.51 28.62 28.67 28.46 28.41 28.55 28.66 28.35 28.4 28.34 28.49 28.66 28.5 28.4 28.61 28.62 28.48 28.52 28.56 28.67 28.64 28.77 28.66 28.56 28.37 28.5111 7 11 Huella de 0.3x1.6 mts. marco de angulo de 2"x2"x1/8" y lamina lagrimada de 3/16" C/u 61.1 61.19 61.59 61.8 62 61.4 61.31 61.68 61.94 61.17 61.26 61.1 61.5 61.92 61.56 61.26 61.78 61.82 61.48 61.6 61.7 61.96 61.9 62.23 61.93 61.71 61.21 61.5711 7 12 Huella de 1.10 x 0.30 mts. marco de angulo metalico de 2"x2"x1/8" y lamina lagrimada de 3/16 C/u 51.52 51.61 51.96 52.15 52.33 51.79 51.71 52.04 52.28 51.58 51.67 51.52 51.88 52.25 51.94 51.67 52.13 52.17 51.87 51.97 52.06 52.29 52.24 52.53 52.27 52.07 51.62 51.9411 8 1 BASE DE LAMINA LISA FIBRO-CEMENTO DE 6MM. M2 7.11 7.12 7.18 7.21 7.24 7.15 7.14 7.19 7.23 7.12 7.13 7.11 7.17 7.22 7.17 7.13 7.2 7.21 7.16 7.18 7.19 7.23 7.22 7.27 7.23 7.2 7.13 7.1811 8 2 SUM/INST.CABLE ALMA ACERO ͼ" P/PUENTE COLGANTE M 1.65 1.65 1.67 1.67 1.68 1.66 1.66 1.67 1.68 1.65 1.66 1.65 1.66 1.68 1.66 1.66 1.67 1.67 1.66 1.67 1.67 1.68 1.68 1.69 1.68 1.67 1.65 1.6711 8 3 SUM/INST.CABLE ALMA ACERO Í3/8" P/PUENTE COLGANTE M 2.5 2.5 2.52 2.53 2.54 2.51 2.51 2.53 2.54 2.5 2.51 2.5 2.52 2.54 2.52 2.51 2.53 2.54 2.52 2.52 2.53 2.54 2.54 2.55 2.54 2.53 2.51 2.5211 8 4 SUM/INST.CABLE ALMA DE ACERO ͽ" P/PUENTE COLGANTE M 3.42 3.43 3.45 3.47 3.48 3.44 3.43 3.46 3.48 3.42 3.43 3.42 3.45 3.47 3.45 3.43 3.47 3.47 3.45 3.45 3.46 3.48 3.47 3.49 3.48 3.46 3.43 3.4511 8 5 SUM/INST. DE TENSOR DE HO.GO. Í 7/8" U 12.02 12.04 12.14 12.19 12.23 12.09 12.07 12.16 12.22 12.04 12.06 12.02 12.12 12.21 12.13 12.06 12.18 12.19 12.11 12.14 12.16 12.22 12.21 12.29 12.22 12.17 12.05 12.1311 8 6 SUM/INST.CABLE DE ACERO Í 3/4" M 4.9 4.91 4.95 4.97 4.99 4.93 4.92 4.95 4.98 4.91 4.92 4.9 4.94 4.98 4.94 4.92 4.96 4.97 4.94 4.95 4.96 4.98 4.98 5.01 4.98 4.96 4.91 4.9411 8 8 Puente Colgante TIPO ANDA M 94.62 94.79 95.53 95.92 96.29 95.18 95.01 95.68 96.17 94.74 94.91 94.62 95.36 96.13 95.47 94.92 95.87 95.95 95.33 95.54 95.73 96.2 96.1 96.69 96.15 95.75 94.82 95.4811 8 9 Instalación malla ciclón 11x72 sujetada con cable de 1 1/4" longitudinal y cable 1/2" verticalmente M 9.41 9.42 9.5 9.53 9.57 9.46 9.45 9.51 9.57 9.41 9.42 9.41 9.49 9.56 9.5 9.43 9.53 9.53 9.49 9.5 9.52 9.57 9.56 9.62 9.56 9.52 9.42 9.511 8 10 Piso de lámina lagrimada de 1/8" y tubo estructural de 1"x1" @0.50 Longitudinal y @0.67 Transversal M2 54.84 54.93 55.34 55.56 55.76 55.15 55.05 55.43 55.7 54.9 55 54.84 55.25 55.67 55.31 55 55.53 55.58 55.23 55.35 55.45 55.71 55.66 55.99 55.69 55.46 54.95 55.3111 8 11 SUM/INST CABLE ALMA DE ACERO ø 5/8" PARA PUENTE COLGANTE M 6.25 6.27 6.31 6.34 6.36 6.29 6.28 6.32 6.36 6.26 6.27 6.25 6.3 6.35 6.31 6.27 6.34 6.34 6.3 6.32 6.33 6.36 6.35 6.39 6.36 6.33 6.27 6.3111 8 12 Cable acerado de 1" M 10.17 10.19 10.27 10.31 10.34 10.23 10.21 10.28 10.33 10.19 10.2 10.17 10.25 10.33 10.26 10.21 10.3 10.31 10.25 10.27 10.29 10.33 10.32 10.39 10.33 10.29 10.19 10.2611 8 13 Guardacabo de 1/4" C/u 1.06 1.07 1.08 1.08 1.08 1.07 1.07 1.08 1.08 1.07 1.07 1.06 1.07 1.08 1.07 1.07 1.08 1.08 1.07 1.08 1.08 1.08 1.08 1.09 1.08 1.08 1.07 1.0711 8 14 Tensor para cable de 1/4" C/u 1.63 1.64 1.65 1.66 1.66 1.64 1.64 1.65 1.66 1.64 1.64 1.63 1.65 1.66 1.65 1.64 1.66 1.66 1.65 1.65 1.65 1.66 1.66 1.67 1.66 1.65 1.64 1.6511 8 15 Cepo galvanizado de 1/4" C/u 0.44 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.44 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.45 0.4511 8 16 Suministro e instalación de cable de acero de 1¼" M 12.36 12.38 12.47 12.52 12.57 12.43 12.41 12.49 12.56 12.37 12.39 12.36 12.45 12.55 12.47 12.39 12.52 12.53 12.45 12.47 12.5 12.56 12.55 12.62 12.55 12.5 12.38 12.4711 8 17 SUMINISTRO E INSTALACION DE CABLE ALMA ACERO DE Ø=1/8" M 0.79 0.79 0.8 0.8 0.8 0.8 0.79 0.8 0.8 0.79 0.79 0.79 0.8 0.8 0.8 0.79 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.79 0.811 8 18 Cepo galvanizado de 1/2" C/u 0.62 0.62 0.62 0.63 0.63 0.62 0.62 0.62 0.63 0.62 0.62 0.62 0.62 0.63 0.62 0.62 0.62 0.63 0.62 0.62 0.62 0.63 0.63 0.63 0.63 0.62 0.62 0.6211 8 19 GUARDACABO DE HO.GO. Í ½'' U 0.51 0.51 0.52 0.52 0.52 0.51 0.51 0.52 0.52 0.51 0.51 0.51 0.52 0.52 0.52 0.51 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.51 0.5211 8 20 Guardacabo en HoGo de Ø=3/4" C/u 3.04 3.04 3.07 3.08 3.1 3.05 3.05 3.07 3.08 3.04 3.05 3.04 3.07 3.08 3.07 3.05 3.08 3.08 3.07 3.07 3.07 3.08 3.08 3.1 3.08 3.07 3.04 3.0711 8 21 Guardacabo en HoGo de Ø=3/8" C/u 1.33 1.33 1.34 1.34 1.36 1.33 1.33 1.34 1.34 1.33 1.33 1.33 1.34 1.34 1.34 1.33 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.36 1.34 1.34 1.33 1.3411 8 22 Cepo en HoGo de 3/4" C/u 2.41 2.41 2.43 2.44 2.45 2.42 2.41 2.43 2.44 2.41 2.41 2.41 2.43 2.44 2.43 2.41 2.44 2.44 2.43 2.43 2.43 2.44 2.44 2.46 2.44 2.43 2.41 2.4311 9 1 JAULA PARA TELEVISOR DE ANGULO Y VARILLA CUADRADA U 145.84 146.1 147.24 147.84 148.4 146.7 146.43 147.47 148.23 146.03 146.29 145.84 146.97 148.16 147.15 146.3 147.76 147.89 146.93 147.25 147.54 148.27 148.11 149.03 148.2 147.57 146.14 147.1711 9 3 ENREJADO PARA A.A. C/LAMINA PERFORADA ROMBO E=1/8" 60X60X60 U 344.82 345.44 348.13 349.54 350.89 346.85 346.23 348.68 350.47 345.27 345.89 344.82 347.51 350.3 347.92 345.92 349.37 349.68 347.41 348.16 348.85 350.58 350.2 352.37 350.41 348.92 345.54 347.9611 9 8 Tensor con 2 angulos de 1 1/2" x 1/8" M 16.03 16.05 16.13 16.17 16.21 16.09 16.07 16.15 16.2 16.04 16.06 16.03 16.11 16.2 16.12 16.06 16.17 16.18 16.11 16.13 16.15 16.2 16.19 16.26 16.2 16.15 16.05 16.12

11 9 9 Preparacion de celocia con angulo de 2"x2"x 3/16"( p/pasarela) M 5.48 5.49 5.52 5.54 5.55 5.51 5.5 5.53 5.55 5.49 5.5 5.48 5.51 5.54 5.52 5.5 5.53 5.54 5.51 5.52 5.53 5.55 5.54 5.57 5.55 5.53 5.49 5.5211 9 10 Preparacion de estructura p/ pasarela con tubo estructural de 3 1/2" M 18.7 18.73 18.85 18.91 18.97 18.79 18.76 18.87 18.95 18.72 18.75 18.7 18.82 18.94 18.84 18.75 18.9 18.92 18.82 18.85 18.88 18.96 18.94 19.04 18.95 18.88 18.73 18.8411 9 11 Preparacion de estructura p/ pasarela con tubo estructural de 2 1/2" M 16.55 16.58 16.68 16.74 16.79 16.63 16.61 16.7 16.77 16.57 16.6 16.55 16.66 16.77 16.68 16.6 16.73 16.74 16.66 16.68 16.71 16.78 16.76 16.85 16.77 16.71 16.58 16.6811 9 12 Preparacion de estructura p/ pasarela con tubo estructural de 2" M 5.59 5.6 5.62 5.63 5.64 5.61 5.6 5.62 5.64 5.6 5.6 5.59 5.61 5.64 5.62 5.6 5.63 5.63 5.61 5.62 5.62 5.64 5.63 5.65 5.64 5.62 5.6 5.6211 9 13 Preparacion de estructura p/ pasarela con tubo estructural de 1 1/2" M 4.61 4.62 4.63 4.64 4.65 4.62 4.62 4.63 4.64 4.61 4.62 4.61 4.63 4.64 4.63 4.62 4.64 4.64 4.63 4.63 4.63 4.64 4.64 4.66 4.64 4.64 4.62 4.6311 9 14 Preparación para estructura pasareala con tubo estructural de 3x3 chapa 16 M 15.21 15.24 15.35 15.42 15.48 15.3 15.27 15.38 15.46 15.23 15.26 15.21 15.33 15.45 15.35 15.26 15.41 15.42 15.32 15.36 15.39 15.46 15.45 15.54 15.45 15.39 15.24 15.3511 9 15 Suministro e Instalación de Tensor de angulo de 2x2x1/4" M 11.77 11.8 11.89 11.94 11.98 11.84 11.82 11.91 11.97 11.79 11.81 11.77 11.87 11.96 11.88 11.81 11.93 11.94 11.86 11.89 11.91 11.97 11.96 12.03 11.97 11.91 11.8 11.8811 9 16 PUERTA METALICA DE 0.65X0.90 MTS. CON ANGULO DE 1"X1/4" PARA ACCESO A MANTENIMIENTO DE AA C/u 45.67 45.75 46.11 46.3 46.47 45.94 45.86 46.18 46.42 45.73 45.81 45.67 46.03 46.4 46.08 45.82 46.27 46.31 46.01 46.11 46.2 46.43 46.38 46.67 46.41 46.21 45.77 46.0911 9 17 ENREJADO CON VARILLA DE 1/2"; CUADRICULA @ 15 CMS. M2 25.26 25.31 25.51 25.61 25.71 25.41 25.37 25.55 25.68 25.3 25.34 25.26 25.46 25.67 25.49 25.35 25.6 25.62 25.45 25.51 25.56 25.69 25.66 25.82 25.67 25.57 25.32 25.4911 9 18 Sum. y colocacion de pletina de 1/8" x 1 1/2" p/sujetar cubierta de lamina M 1.41 1.41 1.42 1.43 1.43 1.42 1.41 1.42 1.43 1.41 1.41 1.41 1.42 1.43 1.42 1.41 1.43 1.43 1.42 1.42 1.43 1.43 1.43 1.44 1.43 1.43 1.41 1.4211 9 19 ESTRUCTURA DE AMARRE PARA LANCHAS C/u 12.81 12.82 12.93 12.97 13.04 12.89 12.86 12.95 13.01 12.82 12.85 12.81 12.91 13.01 12.93 12.85 12.97 12.99 12.91 12.93 12.95 13.01 13.01 13.08 13.01 12.95 12.83 12.9311 9 20 Conector de cortante en vigas C/u 1 1 1 1.01 1.01 1 1 1.01 1.01 1 1 1 1 1.01 1 1 1.01 1.01 1 1 1.01 1.01 1.01 1.01 1.01 1.01 1 111 9 21 TRASLAPE CON PLACAS METALICAS DE VIGA DE PERFIL WF C/u 694.33 695.54 700.78 703.54 706.15 698.29 697.08 701.86 705.36 695.2 696.42 694.33 699.57 705.02 700.38 696.47 703.2 703.81 699.37 700.85 702.19 705.56 704.82 709.05 705.22 702.33 695.74 700.4411 9 22 Sum. y colocacion de pletina de 1/8" x 2" sobre polin espacial p/sujetar cubierta de techo M 1.8 1.81 1.82 1.83 1.83 1.81 1.81 1.82 1.83 1.8 1.81 1.8 1.82 1.83 1.82 1.81 1.83 1.83 1.82 1.82 1.82 1.83 1.83 1.84 1.83 1.82 1.81 1.8211 9 23 Fabricacion y montaje de estructura metalica falsa para colado de vigas y/o losa en puente de 24 mts Sg. 29233.25 29285.87 29513.89 29633.73 29747.75 29405.71 29353.11 29560.65 29712.67 29271.26 29323.86 29233.25 29461.27 29698.04 29496.35 29326.79 29619.13 29645.44 29452.49 29516.82 29575.27 29721.44 29689.29 29873.45 29706.83 29581.12 29294.64 29499.2711 9 24 Tubo cuadrado de 4x4x3/16" inlcuye pintura M 26.31 42.56 42.87 43.03 43.19 42.72 42.65 42.93 43.14 42.54 42.61 42.49 42.8 43.12 42.85 42.62 43.01 43.05 42.79 42.88 42.95 43.15 43.11 43.36 43.13 42.96 42.57 42.8511 9 25 Hechura e instalación de marco empotrado en cancha base tablero para basketball C/u 1177.06 1179.17 1188.35 1193.17 1197.74 1184 1181.87 1190.2 1196.35 1178.58 1180.71 1177.06 1186.2 1195.77 1187.64 1180.82 1192.59 1193.64 1185.86 1188.48 1190.82 1196.69 1195.4 1202.82 1196.11 1191.07 1179.53 1187.7611 9 26 REMATE DE ÁNGULO 4"X4"X1/4" M 12.53 12.55 12.65 12.7 12.75 12.61 12.58 12.67 12.74 12.55 12.57 12.53 12.63 12.73 12.64 12.57 12.7 12.71 12.63 12.65 12.68 12.74 12.73 12.81 12.73 12.68 12.56 12.6511 9 27 TAPAJUNTAS DE LÁMINA DE HIERRO 0.15 m e=1/4" M 8.92 8.94 9.01 9.05 9.08 8.98 8.96 9.02 9.07 8.94 8.95 8.92 8.99 9.07 9 8.95 9.04 9.05 8.99 9.01 9.03 9.07 9.06 9.12 9.07 9.03 8.94 9.0111 9 28 CONECTOR POR CORTANTE TIPO STUD ø 3/42 @ 0.20 m M 12.77 12.8 12.9 12.95 13 12.85 12.83 12.92 12.98 12.79 12.81 12.77 12.87 12.98 12.89 12.82 12.94 12.95 12.87 12.9 12.92 12.99 12.97 13.05 12.98 12.93 12.8 12.8911 9 29 JUNTA METALICA PARA PUENTE DE 2X2X1/4" M 15.55 15.57 15.69 15.76 15.82 15.64 15.61 15.72 15.8 15.57 15.59 15.55 15.67 15.79 15.69 15.6 15.75 15.76 15.66 15.7 15.73 15.8 15.79 15.89 15.8 15.73 15.58 15.6911 9 30 Tablero para puente peatonal ancho 1.60m 8 polin C 6" longitudinal y trans encajuelado de 6" M 77.02 77.22 77.7 78.14 78.44 77.42 77.34 78.02 78.26 77.19 77.28 77.02 77.5 78.24 77.68 77.28 78.12 78.15 77.48 77.7 78.04 78.28 78.22 78.65 78.25 78.04 77.23 77.6811 9 31 Sum/Inst de ángulo 3x3x3/16 con anclas expansivas 3/8" @0.50 (Incluye pintura) M 7.46 7.48 7.53 7.56 7.58 7.5 7.49 7.54 7.58 7.47 7.49 7.46 7.52 7.57 7.52 7.49 7.55 7.56 7.51 7.53 7.54 7.58 7.57 7.61 7.57 7.54 7.48 7.5311 9 32 Sum. e inst. de estructura de pasarela (Inc. 2 vigas macomber h=1.35mts y est. para piso L3x3x1/4) M 702.03 703.23 708.7 711.66 714.32 706.17 704.88 709.88 713.5 702.9 704.2 702.03 707.45 713.12 708.31 704.27 711.26 711.89 707.26 708.73 710.25 713.67 712.91 717.29 713.32 710.38 703.5 708.3911 9 33 Estructura metálica de protección de banco de CT y suplentes tubo estr. 2x1@1.0 (h=2.20 y a=1.00) M 48.32 48.4 48.74 48.92 49.09 48.58 48.5 48.81 49.04 48.38 48.45 48.32 48.66 49.01 48.71 48.46 48.9 48.94 48.65 48.74 48.83 49.05 49 49.28 49.03 48.84 48.41 48.7211 9 34 Estructura metálica tipo escalera para soporte de ducteria de Aire acondicionado M 11.19 11.21 11.3 11.34 11.39 11.26 11.24 11.32 11.37 11.2 11.22 11.19 11.28 11.37 11.29 11.23 11.34 11.35 11.27 11.3 11.32 11.38 11.36 11.44 11.37 11.32 11.21 11.2911 9 35 Enrejado metálico con hierro corrugado #3@0.15 A.S incluye pintura anticorrosiva M2 16.45 16.48 16.59 16.66 16.71 16.54 16.51 16.62 16.7 16.47 16.5 16.45 16.57 16.69 16.59 16.5 16.65 16.66 16.56 16.6 16.63 16.7 16.68 16.78 16.69 16.63 16.48 16.5911 9 36 Arriostramiento de columna con tubo 3x3 CH14 incluye pintura M 13.93 13.95 14.04 14.1 14.14 14 13.98 14.06 14.13 13.94 13.96 13.93 14.02 14.12 14.04 13.97 14.09 14.1 14.02 14.05 14.07 14.13 14.12 14.2 14.13 14.07 13.95 14.0411 9 37 Suministro e instalación de ángulo de 2x2x1/8 en gradas (Incluye pintura) M 7.51 7.52 7.57 7.6 7.62 7.54 7.53 7.58 7.62 7.51 7.53 7.51 7.56 7.61 7.57 7.53 7.59 7.6 7.56 7.57 7.58 7.62 7.61 7.65 7.61 7.59 7.52 7.5711 9 38 Estruct. metálica p/soporte piso de pasarela tubo 2.5x.2.5CH14@1.0+2Diag@1.0m+Tubo 4x4x1/4 en apoyos M 55.29 55.38 55.76 55.96 56.14 55.58 55.49 55.83 56.09 55.36 55.44 55.29 55.67 56.06 55.73 55.45 55.93 55.98 55.66 55.76 55.86 56.1 56.05 56.35 56.08 55.87 55.39 55.7311 9 39 Lámina lagrimada e=1/8" en piso de pasarela Incluye pintura M2 49.27 49.36 49.73 49.92 50.1 49.55 49.47 49.8 50.05 49.33 49.42 49.27 49.64 50.02 49.7 49.42 49.9 49.94 49.63 49.73 49.83 50.06 50.01 50.31 50.04 49.84 49.37 49.711 9 40 Estruct. metálica de techo pasarela ancho=1.4m c/tubo 2x.2CH14@1.0+2Diag@1.0m+Tubo 4x4x1/4 en apoyos M 48.58 48.66 48.99 49.16 49.33 48.83 48.76 49.06 49.28 48.64 48.71 48.58 48.91 49.26 48.97 48.72 49.14 49.18 48.9 49 49.08 49.29 49.25 49.51 49.27 49.09 48.67 48.9711 9 41 Pasarela 1.50x2.30 con tubo 4x4x1/4 Celosía de tubo D=2" y 2.5" piso lám lagrimada 1/8" y malla ci M 529.2 530.04 533.78 535.78 537.64 531.93 531.1 534.57 537.01 529.75 530.58 529.2 532.9 536.83 533.51 530.68 535.58 535.99 532.75 533.79 534.77 537.15 536.66 539.74 536.92 534.85 530.14 533.5511 9 42 Tubo negro de 2" liviano apoyado sobre pared de block y fijado con el refuerzo vertical de la pared M 8.2 8.22 8.27 8.31 8.34 8.25 8.23 8.29 8.33 8.21 8.22 8.2 8.26 8.32 8.27 8.23 8.3 8.31 8.26 8.28 8.29 8.33 8.32 8.37 8.33 8.29 8.22 8.2711 9 43 Est pasarela 1.5x2.60 con 3-2L2x2x3/16 Horizontal+1Vert y diagonal de 2L2x2x3/16@2.15m inc piso con 2L3x3x3/16 y techo con 2 M 255.82 256.16 257.61 258.38 259.1 256.92 256.59 257.91 258.88 256.06 256.4 255.82 257.28 258.79 257.5 256.42 258.28 258.45 257.22 257.63 258 258.94 258.73 259.91 258.84 258.04 256.21 257.5211 9 44 Tubo cuadrado de 6x6x3/16" inlcuye pintura M 47.43 47.51 47.85 48.02 48.19 47.69 47.61 47.92 48.14 47.49 47.57 47.43 47.77 48.12 47.82 47.57 48 48.04 47.76 47.85 47.94 48.15 48.11 48.38 48.13 47.95 47.52 47.8311 9 45 Angular L4x4x1/4 incluye pintura M 21.76 21.8 21.95 22.02 22.1 21.88 21.84 21.98 22.08 21.79 21.82 21.76 21.91 22.07 21.93 21.82 22.01 22.03 21.91 21.95 21.99 22.08 22.06 22.18 22.07 21.99 21.8 21.9411 9 46 Lamina desplegada Calibre 9 Abertura 1 1/2" M2 19.35 19.38 19.51 19.58 19.65 19.45 19.42 19.54 19.63 19.37 19.4 19.35 19.48 19.62 19.5 19.41 19.57 19.59 19.48 19.51 19.55 19.63 19.61 19.72 19.62 19.55 19.39 19.511 9 47 Estructura lateral de pasarela c/2 tubos horizont. d 6x4x1/4"+vert y diagonales de tubo de 3x3x3/16" M 186.26 186.55 187.83 188.5 189.14 187.22 186.93 188.09 188.94 186.47 186.76 186.26 187.53 188.86 187.73 186.78 188.42 188.56 187.49 187.84 188.17 188.99 188.81 189.84 188.91 188.2 186.6 187.7511 9 48 Est. de techo de pasarela c/tubo 4x4x1/4"@2.50 y diagonales de tubo de 4x4x3/16" (solo en centro) M 131.09 131.29 132.16 132.62 133.05 131.75 131.55 132.34 132.92 131.24 131.44 131.09 131.96 132.86 132.09 131.45 132.56 132.66 131.93 132.17 132.39 132.95 132.83 133.53 132.89 132.42 131.33 132.1111 9 49 Est. de piso de pasarela c/tubo 4x4x1/4" y diag. c/tubo de 4x4x1/4"+diag 2x2x1/4" (solo en centro) M 192.95 193.25 194.55 195.23 195.88 193.93 193.63 194.81 195.68 193.17 193.46 192.95 194.25 195.59 194.45 193.48 195.14 195.29 194.2 194.56 194.89 195.73 195.54 196.59 195.64 194.93 193.3 194.4611 9 50 Suministro e instalación de ángulo de 3x3x3/16" inluye pintura M 7.68 7.69 7.75 7.78 7.8 7.72 7.71 7.76 7.79 7.69 7.7 7.68 7.73 7.79 7.74 7.7 7.77 7.78 7.73 7.75 7.76 7.8 7.79 7.83 7.79 7.76 7.69 7.7411 9 51 Suministro e instalación de ángulo de 2½x2½x¼" inluye pintura M 10.87 10.89 10.97 11.01 11.05 10.93 10.91 10.99 11.04 10.88 10.9 10.87 10.95 11.03 10.96 10.9 11.01 11.02 10.95 10.97 10.99 11.04 11.03 11.1 11.04 10.99 10.89 10.9611 9 52 Suministro e instalación de ángulo de 2½x2½x3/16" inluye pintura M 8.48 8.49 8.56 8.59 8.62 8.53 8.51 8.57 8.61 8.49 8.5 8.48 8.54 8.61 8.55 8.51 8.58 8.59 8.54 8.56 8.57 8.61 8.6 8.65 8.61 8.57 8.5 8.5511 9 53 Barandal y estructura d/techo c/3 tubos horiz.+tubo vert@3.0m (Ø=2" t/liviano) M 59.68 59.78 60.19 60.4 60.61 59.99 59.9 60.27 60.55 59.75 59.84 59.68 60.09 60.52 60.16 59.85 60.38 60.43 60.08 60.19 60.3 60.56 60.5 60.84 60.54 60.31 59.79 60.1611 9 54 Estructura piso pasarela ancho=1.65m c/ángulos 3x1/4" 2 1/2x3/16" y 2 1/2x1/4" incl est lateral M 340.63 341.18 343.7 345.03 346.35 342.52 341.93 344.22 345.94 341.04 341.61 340.63 343.13 345.8 343.5 341.64 344.87 345.16 343.02 343.74 344.4 346.02 345.69 347.72 345.88 344.47 341.31 343.5211 9 55 Suministro e instalación de lámina galvadeck calibre 22 M2 11.11 11.13 11.21 11.26 11.3 11.17 11.15 11.23 11.29 11.12 11.14 11.11 11.19 11.28 11.2 11.14 11.25 11.26 11.19 11.21 11.23 11.29 11.28 11.35 11.28 11.24 11.13 11.2111 9 56 Tubo de 2X2X3/16 incluye pintura M 13.02 13.05 13.14 13.18 13.23 13.09 13.07 13.15 13.22 13.04 13.06 13.02 13.12 13.21 13.13 13.06 13.18 13.19 13.11 13.14 13.16 13.22 13.21 13.28 13.21 13.16 13.05 13.1311 9 57 Tubo de HoGo Ø=2" Cédula 40 incluye pintura y conexiones M 10.16 10.18 10.26 10.29 10.33 10.22 10.2 10.27 10.32 10.18 10.19 10.16 10.24 10.32 10.25 10.2 10.29 10.3 10.24 10.26 10.28 10.32 10.31 10.37 10.32 10.28 10.18 10.2511 9 58 Tubo de HoGo Ø=3" Cédula 40 incluye pintura y conexiones M 18.66 18.69 18.83 18.9 18.97 18.76 18.73 18.85 18.95 18.68 18.71 18.66 18.79 18.94 18.81 18.71 18.89 18.9 18.79 18.83 18.86 18.95 18.93 19.04 18.94 18.87 18.69 18.8211 9 59 Conector de cortante #3@0.40m M 0.85 0.86 0.86 0.87 0.87 0.86 0.86 0.86 0.87 0.86 0.86 0.85 0.86 0.87 0.86 0.86 0.87 0.87 0.86 0.86 0.86 0.87 0.87 0.87 0.87 0.86 0.86 0.8611 9 60 Lámina lagrimada e=3/16" en piso de pasarela Incluye pintura M2 61.41 61.52 61.98 62.23 62.46 61.76 61.66 62.08 62.39 61.49 61.6 61.41 61.88 62.36 61.95 61.6 62.2 62.25 61.86 61.99 62.11 62.4 62.34 62.71 62.37 62.12 61.54 61.9511 9 61 Estructura de pasarela de 1.2x2.0m con cuerdas de tubo de 3x3x¼" y celosía vertical de 3x3x¼@1.25m+diagonal@1.25m con tubo de M 368.68 369.35 372.22 373.73 375.17 370.86 370.2 372.81 374.73 369.16 369.83 368.68 371.56 374.55 372 369.86 373.55 373.88 371.45 372.26 373 374.84 374.43 376.76 374.66 373.07 369.46 372.0411 9 62 Pilote metálico con tubo de acero al carbón A-53 Gr C con Ø=16"; (incluye hincado placa de e=1" y protección con pintura de alta M 292.1 292.61 294.85 296.03 297.15 293.79 293.27 295.31 296.8 292.47 292.99 292.1 294.34 296.66 294.68 293.02 295.89 296.14 294.25 294.88 295.46 296.89 296.57 298.38 296.75 295.51 292.7 294.7111 9 63 Placa de acero inoxidable e=1/4" M2 258.23 258.65 260.46 261.42 262.32 259.6 259.18 260.83 262.04 258.53 258.95 258.23 260.04 261.93 260.32 258.97 261.3 261.51 259.97 260.49 260.95 262.11 261.86 263.32 262 261 258.72 260.3511 10 1 Viga metalica de perfil laminado de W 21 X 8 X 48 LBS/PIE M 72.26 72.37 72.87 73.13 73.38 72.63 72.52 72.97 73.31 72.34 72.45 72.26 72.76 73.27 72.83 72.46 73.1 73.16 72.74 72.88 73.01 73.33 73.25 73.66 73.29 73.02 72.39 72.8411 10 2 Viga metalica de perfil laminado de W 14 X 5 X 26 LBS/PIE M 58.37 58.47 58.87 59.08 59.28 58.68 58.58 58.95 59.22 58.44 58.53 58.37 58.78 59.19 58.84 58.54 59.05 59.1 58.76 58.87 58.98 59.24 59.18 59.5 59.21 58.99 58.48 58.8411 10 3 Viga metalica de perfil de acero W 8 X 5 X 18 LBS/PIE M 53.67 53.75 54.11 54.31 54.49 53.94 53.86 54.19 54.43 53.73 53.81 53.67 54.03 54.41 54.09 53.81 54.28 54.33 54.02 54.12 54.21 54.45 54.4 54.69 54.42 54.22 53.76 54.0911 10 4 Columna metalica de perfil laminado de W 12 X 8 X 40 LBS/PIE M 100.18 100.34 101.04 101.41 101.75 100.71 100.55 101.18 101.65 100.3 100.46 100.18 100.88 101.6 100.99 100.47 101.36 101.44 100.85 101.05 101.23 101.67 101.58 102.14 101.63 101.25 100.37 10111 10 5 Preparacion de Viga W 6 X 9 para pasarela M 22.27 22.3 22.42 22.49 22.55 22.36 22.33 22.45 22.53 22.29 22.32 22.27 22.39 22.52 22.41 22.32 22.48 22.5 22.39 22.42 22.46 22.54 22.52 22.62 22.53 22.46 22.3 22.4211 10 6 Preparacion de Viga W 6 X 15 para pasarela M 28.82 28.86 29.04 29.14 29.23 28.95 28.91 29.08 29.2 28.85 28.89 28.82 29 29.19 29.03 28.89 29.12 29.14 28.99 29.04 29.09 29.21 29.18 29.33 29.19 29.09 28.86 29.0311 10 7 Suministro y preparacion de viga CHANEL 6"X1.92X8.2LBS/PIE M 17.28 17.3 17.4 17.46 17.51 17.35 17.33 17.42 17.49 17.29 17.32 17.28 17.38 17.49 17.39 17.32 17.45 17.46 17.37 17.4 17.43 17.5 17.48 17.56 17.49 17.43 17.3 17.411 10 8 Suministro y preparacion de viga W 10"X7.98X39LBS/PIE M 78.71 78.82 79.28 79.52 79.76 79.06 78.95 79.38 79.68 78.79 78.89 78.71 79.17 79.65 79.24 78.9 79.49 79.55 79.16 79.29 79.41 79.7 79.64 80.01 79.67 79.42 78.83 79.2511 10 9 Suministro y preparacion de viga CHANEL 8"X2.26"X11.5LBS/PIE L=20 PIES M 21.71 21.74 21.86 21.93 21.99 21.81 21.78 21.89 21.97 21.73 21.76 21.71 21.84 21.96 21.85 21.76 21.92 21.94 21.83 21.87 21.9 21.98 21.96 22.06 21.97 21.9 21.74 21.8611 10 10 Suminsitro y colocación de Viga W 8x4x15 Lb/pie M 51.14 51.23 51.63 51.84 52.04 51.44 51.35 51.71 51.97 51.2 51.29 51.14 51.53 51.95 51.6 51.3 51.81 51.86 51.52 51.63 51.73 51.99 51.93 52.26 51.96 51.74 51.24 51.611 10 11 Suministro e Instalación de Perfil WF 12x6 1/2x26 Lb/pie M 74.82 74.96 75.54 75.85 76.14 75.26 75.13 75.66 76.05 74.92 75.05 74.82 75.41 76.01 75.5 75.06 75.81 75.88 75.38 75.55 75.7 76.07 75.99 76.46 76.03 75.71 74.98 75.511 10 12 Sum. y colocacion de viga metalica de perfil laminado W 12x19 (Long. = 20 pies) M 41.85 41.92 42.25 42.42 42.58 42.09 42.02 42.31 42.53 41.9 41.98 41.85 42.17 42.51 42.22 41.98 42.4 42.44 42.16 42.25 42.34 42.54 42.5 42.76 42.52 42.34 41.93 42.2311 10 13 Sum. e Instalacion de viga perfil WF 33x11.5 x 141 lbs/pie M 321.01 321.56 323.98 325.25 326.46 322.83 322.28 324.48 326.09 321.41 321.97 321.01 323.42 325.94 323.8 322 325.1 325.38 323.33 324.01 324.63 326.18 325.84 327.8 326.03 324.69 321.66 323.8311 10 14 Suministro e instalación de perfil W 6"x6"x 20 lb/pie M 36.26 36.33 36.61 36.76 36.9 36.48 36.41 36.67 36.86 36.31 36.38 36.26 36.55 36.84 36.59 36.38 36.74 36.78 36.54 36.62 36.69 36.87 36.83 37.06 36.85 36.7 36.34 36.5911 10 15 Perfil canal láminado de 10"x15.30 lb/ft (Incluye pintura y conexiones) M 48.06 48.14 48.52 48.71 48.9 48.34 48.25 48.6 48.84 48.12 48.21 48.06 48.43 48.82 48.49 48.21 48.69 48.73 48.41 48.52 48.62 48.86 48.8 49.11 48.83 48.63 48.16 48.4911 10 16 Suministro y montaje de viga perfil metálico W27x94 (Inc. 2 manos de anticorrosivo+1aceite) M 285.17 285.7 287.92 289.07 290.21 286.85 286.35 288.38 289.85 285.54 286.07 285.17 287.39 289.7 287.74 286.09 288.94 289.2 287.3 287.94 288.5 289.94 289.61 291.42 289.79 288.57 285.79 287.7611 10 17 Perfíl metálico W8X31 Incluye pintura M 91.81 91.98 92.69 93.06 93.43 92.35 92.19 92.84 93.31 91.93 92.1 91.81 92.52 93.26 92.63 92.1 93.02 93.1 92.49 92.7 92.88 93.34 93.24 93.82 93.29 92.9 92.01 92.6411 10 18 Suministro e instalación de columna metálica con perfil W12x58 incluye pintura y montaje M 170.96 171.27 172.6 173.29 173.97 171.96 171.66 172.88 173.76 171.18 171.5 170.96 172.29 173.67 172.5 171.51 173.22 173.37 172.23 172.61 172.95 173.82 173.62 174.7 173.72 172.99 171.33 172.5111 10 19 Suministro e instalación de viga metálica con tubo de 6"x6"x1/4" (incluye conexiones y pintura) M 59.27 59.37 59.79 60.02 60.23 59.59 59.49 59.88 60.16 59.34 59.44 59.27 59.7 60.14 59.76 59.45 59.99 60.04 59.68 59.8 59.91 60.18 60.12 60.46 60.15 59.92 59.39 59.7711 10 20 Suministro e instalación de viga metálica con tubo de 3"x3"x3/16" (incluye conexiones y pintura) M 23.8 23.84 24 24.09 24.17 23.93 23.89 24.04 24.15 23.83 23.87 23.8 23.97 24.14 23.99 23.87 24.08 24.1 23.96 24.01 24.05 24.15 24.13 24.26 24.14 24.05 23.85 23.9911 10 21 Suministro e instalación de viga metálica con tubo de 4"x4"x3/16" (incluye conexiones y pintura) M 29.38 45.29 45.61 45.78 45.95 45.46 45.38 45.68 45.9 45.27 45.34 45.21 45.54 45.88 45.59 45.34 45.76 45.8 45.52 45.62 45.7 45.91 45.86 46.13 45.89 45.71 45.3 45.5911 10 22 Suministro e instalación de viga W 40x215 incluye apoyos elastomericos y montaje M 722.09 723.42 729.04 731.95 734.83 726.33 725.07 730.2 733.95 723.03 724.36 722.09 727.71 733.55 728.6 724.41 731.63 732.3 727.49 729.09 730.52 734.17 733.33 737.91 733.77 730.69 723.64 728.6511 10 23 Suministro e intalación de diafragma metálico con perfil W24x55 incl conexiones con ángulo y pernos M 144.14 144.41 145.53 146.11 146.69 144.99 144.74 145.76 146.51 144.33 144.6 144.14 145.26 146.43 145.44 144.61 146.05 146.18 145.22 145.54 145.82 146.55 146.38 147.3 146.47 145.86 144.45 145.4511 10 24 Suministro e instalación de vigas W12x65 incluye pintura M 345 345.63 348.32 349.71 351.07 347.04 346.43 348.88 350.67 345.45 346.08 345 347.69 350.48 348.1 346.1 349.55 349.87 347.59 348.36 349.03 350.77 350.37 352.58 350.6 349.12 345.73 348.1311 11 1 Tapadera Metálica de 1x1 incluye portacandado y candado pintada c/anticorrosivo C/u 65.59 65.71 66.22 66.49 66.75 65.98 65.86 66.33 66.67 65.68 65.8 65.59 66.11 66.64 66.18 65.8 66.46 66.52 66.09 66.23 66.36 66.69 66.62 67.03 66.66 66.37 65.73 66.1911 11 2 Tapadera metálica de 1.16x1.16mt marco y contramarco de angulo de 1 1/2x1/8" forro de lamina 1/16" C/u 59.02 59.13 59.59 59.83 60.06 59.37 59.26 59.68 59.99 59.1 59.2 59.02 59.48 59.96 59.55 59.21 59.8 59.85 59.46 59.59 59.71 60.01 59.94 60.31 59.98 59.72 59.15 59.5611 11 3 Tapadera metálica 40x40 cm marco y contramarco de angulo 11/2"x 1/8" lam. de 1/16" c/portacando C/u 24.35 24.39 24.58 24.68 24.78 24.49 24.45 24.62 24.75 24.38 24.42 24.35 24.54 24.73 24.57 24.43 24.67 24.69 24.53 24.58 24.63 24.75 24.73 24.88 24.74 24.64 24.4 24.5711 11 4 Tapadera de caja de 1.22x1.32 c/lámina de 1/8" y ángulo de 1-1/2"x1-1/2"x1/8" en perímetro y ASA #5 C/u 95.97 96.14 96.83 97.2 97.54 96.5 96.34 96.97 97.44 96.09 96.25 95.97 96.67 97.39 96.78 96.26 97.15 97.23 96.64 96.84 97.02 97.46 97.36 97.93 97.42 97.04 96.16 96.7911 11 5 Tapadera metálica de 0.60x0.60m marco y contramarco de ángulo de 1X1X1/8" forro de lámina galv #24 C/u 37.36 37.42 37.67 37.8 37.92 37.55 37.49 37.72 37.88 37.4 37.46 37.36 37.61 37.87 37.65 37.46 37.78 37.81 37.6 37.67 37.73 37.89 37.86 38.06 37.88 37.74 37.43 37.6511 11 6 Tapadera metálica de 1.30x1.30m con lámina lagrimada de 3/16" marco de L2½x2½x3/16 reforzado con hierro liso #5; Asa de 5/8"; C/u 141.36 141.6 142.66 143.21 143.74 142.16 141.91 142.87 143.58 141.54 141.78 141.36 142.42 143.51 142.58 141.79 143.15 143.27 142.37 142.67 142.94 143.62 143.47 144.32 143.55 142.97 141.64 142.5911 12 1 Parrilla metálica de 40x40 con ángulo de 2x2x3/16 y hierro corrugado #4@0.035m incluye pintura U 22.69 22.73 22.87 22.95 23.02 22.8 22.77 22.9 23 22.72 22.75 22.69 22.84 22.99 22.86 22.75 22.94 22.96 22.83 22.87 22.91 23 22.98 23.1 22.99 22.91 22.73 22.8611 12 2 Parrilla metálica 60 cm de ancho c/ángulo de 2x2x1/4 en el perimetro y HoGo Ø1½" t/pesado inc pint M 85.19 85.34 85.96 86.29 86.6 85.66 85.52 86.09 86.5 85.3 85.44 85.19 85.82 86.46 85.91 85.45 86.25 86.32 85.79 85.97 86.13 86.53 86.44 86.94 86.49 86.14 85.36 85.9211 12 3 Parrilla metálica 40 cm de ancho c/ángulo de 2x2x3/16" en perimetro y Ho Ø5/8"@0.20 inc pint M 18.96 19 19.13 19.2 19.26 19.06 19.03 19.15 19.24 18.99 19.02 18.96 19.1 19.23 19.12 19.02 19.19 19.2 19.09 19.13 19.16 19.25 19.23 19.34 19.24 19.17 19 19.1211 12 4 Parrilla metálica 85 cm de ancho c/ángulo de 2x2x3/16" en perimetro y Ho Ø1/2"@0.025 inc pint M 63.87 63.98 64.44 64.69 64.92 64.22 64.11 64.54 64.85 63.95 64.05 63.87 64.33 64.82 64.41 64.06 64.66 64.71 64.32 64.45 64.57 64.87 64.8 65.18 64.84 64.58 63.99 64.4111 12 5 Parrilla metálica 50 cm de ancho c/ángulo de 2x2x3/16" en perimetro y Ho Ø1/2"@0.025 inc pint M 41.82 41.89 42.2 42.36 42.51 42.05 41.98 42.26 42.47 41.88 41.95 41.82 42.13 42.45 42.18 41.95 42.34 42.38 42.12 42.2 42.28 42.48 42.43 42.68 42.46 42.29 41.91 42.1811 12 6 Parrilla metálica 40 cm de ancho c/ángulo de 2x2x1/4 en perimetro y hierro cuadr Ø3/8"@0.05 inc pint M 32.27 32.32 32.54 32.66 32.77 32.44 32.39 32.59 32.73 32.31 32.36 32.27 32.49 32.72 32.53 32.36 32.64 32.67 32.48 32.55 32.6 32.74 32.71 32.89 32.73 32.61 32.33 32.5311 12 7 Parrilla metálica ancho=0.50 c/varilla #5@2 cm y ángulo de 1½X1½X3/16" M 66.36 66.49 66.95 67.21 67.43 66.72 66.61 67.05 67.37 66.45 66.56 66.36 66.85 67.34 66.92 66.56 67.18 67.22 66.82 66.96 67.07 67.38 67.33 67.69 67.35 67.08 66.5 66.9211 12 8 Parrilla metálica ancho=0.40 c/varilla #5@2 cm y ángulo de 1½X1½X3/16" M 53.34 53.43 53.81 54 54.17 53.61 53.54 53.88 54.13 53.4 53.48 53.34 53.72 54.11 53.77 53.49 53.97 54.01 53.69 53.81 53.9 54.14 54.09 54.39 54.12 53.91 53.44 53.7711 12 9 Parrilla metálica 50x50 cm c/ángulo de 1½"x3/16" en perimetro y Ho Ø3/8"@0.05 inc pint U 24.64 24.67 24.83 24.92 25 24.76 24.72 24.87 24.97 24.66 24.7 24.64 24.8 24.96 24.82 24.7 24.91 24.93 24.79 24.84 24.88 24.98 24.96 25.09 24.97 24.88 24.68 24.8211 12 10 Parrilla de 30X30 cms. c/ang. de 1"X1/8" y Ho.3/8" C/u 12.72 12.73 12.77 12.8 12.81 12.76 12.74 12.77 12.81 12.72 12.74 12.72 12.76 12.81 12.76 12.74 12.8 12.8 12.76 12.77 12.79 12.81 12.81 12.84 12.81 12.79 12.73 12.7711 12 11 Parrilla de 40X40 cms. c/ang. de 1"x1/8" y Ho. 3/8" C/u 14.81 14.83 14.88 14.91 14.93 14.86 14.83 14.88 14.92 14.82 14.83 14.81 14.86 14.92 14.87 14.83 14.9 14.91 14.86 14.88 14.89 14.92 14.92 14.97 14.92 14.89 14.83 14.8711 12 12 Parrilla de 1.0x 1.0x mts. c/ ang. 1 1/2"x3/16" y Ho.5/8" C/u 77.83 77.93 78.36 78.59 78.8 78.16 78.06 78.44 78.74 77.91 78 77.83 78.26 78.72 78.32 78.01 78.57 78.62 78.25 78.38 78.47 78.75 78.7 79.04 78.73 78.48 77.95 78.3211 12 13 Parrilla metalica 1.0 x1.0 mts. ang.1 1/2"x3/16" Ho. 1". M2 142.1 142.31 143.2 143.67 144.1 142.77 142.57 143.37 143.98 142.26 142.46 142.1 142.99 143.92 143.12 142.47 143.61 143.72 142.96 143.22 143.43 144.01 143.89 144.59 143.95 143.45 142.34 143.1311 12 14 Parrilla de 40X40cms C/ANG 1"X1/8"Y Ho 1/2" C/u 17.24 17.26 17.34 17.4 17.43 17.31 17.29 17.37 17.43 17.25 17.27 17.24 17.32 17.43 17.32 17.27 17.39 17.4 17.32 17.34 17.38 17.43 17.42 17.49 17.43 17.38 17.26 17.33

11 12 15 Parrilla de 1.00X1.00M c/ángulo de 1 1/2"X3/16 y Ho #5@0.20 A.S. G40 C/u 77.67 77.81 78.35 78.65 78.91 78.1 77.97 78.48 78.85 77.78 77.9 77.67 78.22 78.79 78.3 77.91 78.61 78.67 78.21 78.35 78.51 78.86 78.77 79.22 78.82 78.52 77.82 78.3211 12 16 Parrilla rectacgular c/ angulo de 1 1/4"x3/16 Ho#3 @2 cms. M2 88.85 88.95 89.43 89.67 89.91 89.19 89.08 89.52 89.83 88.91 89.03 88.85 89.31 89.79 89.38 89.03 89.63 89.68 89.29 89.44 89.54 89.84 89.78 90.17 89.82 89.55 88.96 89.3911 12 17 Parrilla de 40X40 c/angulo de 1 1/2"X 1/8" y Ho. 1/2" @ 2 CM. C/u 21.93 21.95 22.05 22.09 22.13 22 21.98 22.05 22.12 21.94 21.97 21.93 22.01 22.12 22.04 21.98 22.08 22.09 22.01 22.05 22.08 22.12 22.11 22.18 22.12 22.08 21.96 22.0411 12 18 Parrilla 50X50 c/angulo 1 1/2"X1/8" y Ho. 1/2". C/u 25.58 25.6 25.73 25.78 25.84 25.66 25.64 25.74 25.83 25.59 25.63 25.58 25.69 25.81 25.71 25.63 25.77 25.79 25.68 25.73 25.76 25.83 25.81 25.93 25.83 25.76 25.62 25.7211 12 19 PARRILLA METÁLICA; MARCO DE ÁNGULO 2X1/4" HIERRO ø 1" @ 0.05 m M2 99.1 99.28 100.05 100.46 100.84 99.68 99.5 100.2 100.72 99.23 99.41 99.1 99.86 100.67 99.97 99.42 100.4 100.49 99.83 100.05 100.25 100.75 100.64 101.28 100.7 100.27 99.31 99.9911 12 20 Parrilla metálica con ángulo 2x2x1/4" y Ho Go tipo mediano de i 2"@0.15 (ancho=0.50mts) M 78.11 78.21 78.75 79.02 79.28 78.49 78.38 78.84 79.19 78.19 78.3 78.11 78.61 79.16 78.69 78.32 78.98 79.05 78.61 78.75 78.87 79.23 79.15 79.56 79.18 78.88 78.23 78.711 12 21 Parrilla metálica con ángulo 2x2x1/4" y Ho Go tipo mediano de i 2"@0.15 (ancho=1.0mt) M 127.29 127.49 128.38 128.84 129.29 127.96 127.76 128.57 129.16 127.43 127.63 127.29 128.17 129.11 128.3 127.66 128.78 128.89 128.13 128.39 128.6 129.2 129.06 129.78 129.14 128.64 127.53 128.3211 12 22 Parrilla metálica con ángulo 2x2x1/4" y Ho Go tipo mediano de i 2"@0.15 (ancho=1.30mts) M 145.96 146.18 147.22 147.75 148.28 146.73 146.5 147.44 148.12 146.11 146.35 145.96 146.98 148.05 147.14 146.38 147.68 147.82 146.94 147.23 147.49 148.16 148.01 148.86 148.09 147.52 146.24 147.1411 12 23 Parrilla de 60cms de ancho con ángulo de 2x2x1/8 y acero #4@3cms (Incluye pintura) M 44.65 44.72 45.01 45.17 45.33 44.87 44.79 45.08 45.29 44.69 44.76 44.65 44.95 45.26 44.99 44.76 45.16 45.19 44.93 45.01 45.1 45.29 45.26 45.51 45.27 45.1 44.72 4511 12 24 Parrilla metálica de 0.60m de ancho con ángulo de 2x2x1/4 @0.10m; Incluye pintura M 75.78 75.9 76.46 76.75 77.02 76.18 76.06 76.57 76.94 75.86 75.99 75.78 76.33 76.91 76.42 75.99 76.72 76.78 76.29 76.46 76.61 76.95 76.9 77.34 76.93 76.62 75.92 76.4211 12 25 Parrilla para caja de ALL LX0.80m; Áng 3X3X1/4" y HoGo de 3" tipo liviano M 121.4 121.62 122.51 122.97 123.41 122.08 121.88 122.69 123.29 121.56 121.76 121.4 122.29 123.23 122.43 121.77 122.91 123.01 122.26 122.51 122.74 123.32 123.2 123.91 123.26 122.75 121.65 122.4411 12 26 Parrilla metálica de 0.80m de ancho c/ángulo de 1 1/2"x1/8 Ho#4@0.05 m (separación libre) M 37.74 37.8 38.06 38.19 38.32 37.94 37.88 38.11 38.28 37.78 37.84 37.74 38 38.27 38.04 37.85 38.18 38.21 37.99 38.06 38.13 38.29 38.26 38.46 38.28 38.13 37.81 38.0411 12 27 Parrilla metálica de 70x70 con L1½"X1½"X1/8" en perimetro y L1¼"X1¼"X1/8" c/separación de 5cm c-c C/u 46.15 46.22 46.54 46.71 46.86 46.39 46.32 46.6 46.82 46.2 46.27 46.15 46.47 46.8 46.51 46.28 46.69 46.72 46.45 46.54 46.62 46.83 46.78 47.04 46.81 46.63 46.23 46.5211 12 28 Parrilla con tubo HoGo de Ø=3" t/liv M2 172.63 172.93 174.21 174.88 175.52 173.6 173.3 174.47 175.33 172.84 173.14 172.63 173.91 175.24 174.11 173.16 174.8 174.95 173.86 174.23 174.55 175.38 175.2 176.23 175.29 174.59 172.98 174.1311 12 29 Parrilla metálica con ángulo de 2x2x3/16 y hierro corrugado #4@0.035m incluye pintura M2 83.97 84.11 84.69 84.99 85.28 84.41 84.28 84.8 85.19 84.07 84.2 83.97 84.55 85.15 84.64 84.21 84.95 85.02 84.53 84.69 84.84 85.21 85.13 85.6 85.18 84.86 84.13 84.6511 12 30 Parrilla de 0.60x0.60 con refuerzo #4@0.05m y ángulo de 1½x1½x1/8; incluye pintura C/u 31.02 31.07 31.27 31.38 31.48 31.18 31.13 31.31 31.45 31.06 31.1 31.02 31.23 31.44 31.26 31.11 31.37 31.39 31.22 31.28 31.33 31.46 31.43 31.6 31.45 31.33 31.08 31.2611 12 31 Parrilla con tubo de HoGo de Ø=2" cédula 40 anclada en concreto M 10.08 10.1 10.17 10.22 10.25 10.14 10.12 10.19 10.24 10.09 10.11 10.08 10.16 10.24 10.17 10.11 10.21 10.22 10.15 10.17 10.2 10.25 10.23 10.3 10.24 10.2 10.1 10.1711 12 32 Parrilla metálica 40 cm de ancho c/ángulo de 1½x1½x3/16" en perimetro y Ho Ø=1/2"@0.035m para canaleta existente inc pint M2 81.89 82.03 82.59 82.89 83.19 82.33 82.2 82.71 83.11 81.98 82.11 81.89 82.47 83.07 82.54 82.12 82.86 82.93 82.44 82.59 82.75 83.13 83.05 83.5 83.1 82.78 82.04 82.5511 13 1 Placas de acero de espesor de 3/4" para empalmes o conexines (soldadas) M2 297.52 298.07 300.37 301.58 302.75 299.28 298.73 300.84 302.41 297.92 298.44 297.52 299.85 302.26 300.2 298.46 301.43 301.71 299.75 300.39 300.99 302.48 302.15 304.04 302.33 301.07 298.14 300.2211 13 2 Estruc lateral de puente c/tubo curvo Ø=12" esp=1/4" ASTM A53 G B+celosía c/tubo 4x4x3/16"+pasamano M 311.87 312.41 314.79 316.02 317.25 313.63 313.11 315.28 316.88 312.26 312.81 311.87 314.24 316.73 314.6 312.83 315.89 316.15 314.14 314.81 315.42 316.97 316.62 318.54 316.81 315.48 312.5 314.6211 13 3 Placa 50x50cm espesor=3/4" con 6 pernos de 1" incluye tuerca y arandela C/u 92.48 92.63 93.27 93.61 93.94 92.97 92.82 93.41 93.84 92.59 92.73 92.48 93.12 93.8 93.22 92.74 93.57 93.65 93.1 93.28 93.45 93.86 93.77 94.29 93.82 93.46 92.65 93.2311 13 4 Tubo de 10x10x1/2" incluye pintura y montaje M 196.94 197.3 198.83 199.62 200.41 198.09 197.75 199.15 200.17 197.19 197.55 196.94 198.47 200.06 198.71 197.57 199.54 199.72 198.41 198.84 199.23 200.23 200 201.25 200.12 199.28 197.36 198.7211 13 5 Tubo de 8x8x1/2" incluye pintura y montaje M 163.97 164.27 165.55 166.21 166.86 164.93 164.65 165.81 166.66 164.18 164.49 163.97 165.25 166.57 165.45 164.5 166.14 166.29 165.2 165.56 165.88 166.71 166.52 167.56 166.62 165.92 164.32 165.4611 13 6 Tubo de 4x4x1/4" incluye pintura y montaje M 38.91 38.99 39.29 39.44 39.6 39.14 39.07 39.35 39.55 38.96 39.04 38.91 39.22 39.53 39.26 39.04 39.43 39.46 39.2 39.29 39.37 39.56 39.52 39.77 39.54 39.38 39 39.2711 13 7 Tubo de 3x3x1/4" incluye pintura y montaje M 26.01 26.05 26.26 26.36 26.46 26.16 26.11 26.3 26.43 26.04 26.09 26.01 26.21 26.42 26.24 26.09 26.35 26.37 26.2 26.26 26.31 26.44 26.41 26.58 26.43 26.32 26.06 26.2411 13 8 Tubo de 2x2 Chapa 16 incluye pintura y conexiones M 5.84 5.85 5.89 5.91 5.93 5.87 5.86 5.89 5.92 5.84 5.85 5.84 5.88 5.92 5.88 5.85 5.9 5.91 5.87 5.89 5.9 5.92 5.92 5.95 5.92 5.9 5.85 5.8811 13 9 Tubo cuadrado de 3/4" Chapa 18 incluye pintura y conexiones M 3.13 3.14 3.16 3.17 3.18 3.15 3.14 3.16 3.17 3.13 3.14 3.13 3.15 3.17 3.15 3.14 3.16 3.17 3.15 3.16 3.16 3.17 3.17 3.19 3.17 3.16 3.14 3.1512 AGUA POTABLE12 1 1 TUBERÍA PVC JC 3/4"250 PSI M 1.14 1.14 1.15 1.15 1.16 1.15 1.14 1.15 1.16 1.14 1.14 1.14 1.15 1.16 1.15 1.14 1.15 1.16 1.15 1.15 1.15 1.16 1.16 1.16 1.16 1.15 1.14 1.1512 1 2 TUBERÍA PVC JC ½" 315 PSI M 0.72 0.73 0.73 0.73 0.74 0.73 0.73 0.73 0.74 0.73 0.73 0.72 0.73 0.74 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.74 0.74 0.74 0.74 0.73 0.73 0.7312 1 3 TUBERÍA PVC JC 1" 250 PSI M 3.32 3.32 3.35 3.36 3.38 3.34 3.33 3.35 3.37 3.32 3.33 3.32 3.34 3.37 3.35 3.33 3.36 3.36 3.34 3.35 3.36 3.37 3.37 3.39 3.37 3.36 3.32 3.3512 1 4 TUBERÍA PVC JC 1" 160 PSI M 0.98 0.98 0.99 0.99 0.99 0.98 0.98 0.99 0.99 0.98 0.98 0.98 0.99 0.99 0.99 0.98 0.99 0.99 0.98 0.99 0.99 0.99 0.99 1 0.99 0.99 0.98 0.9912 1 5 TUBERÍA PVC JC 1¼" 250 PSI M 1.51 1.52 1.53 1.53 1.54 1.52 1.52 1.53 1.54 1.51 1.52 1.51 1.52 1.54 1.53 1.52 1.53 1.53 1.52 1.53 1.53 1.54 1.54 1.55 1.54 1.53 1.52 1.5312 1 6 TUBERÍA PVC JC 1¼" 160 PSI M 1.31 1.32 1.33 1.33 1.34 1.32 1.32 1.33 1.34 1.32 1.32 1.31 1.32 1.33 1.33 1.32 1.33 1.33 1.32 1.33 1.33 1.34 1.33 1.34 1.34 1.33 1.32 1.3312 1 7 TUBERÍA PVC JC 1½" 250 PSI M 1.79 1.79 1.81 1.82 1.82 1.8 1.8 1.81 1.82 1.79 1.8 1.79 1.81 1.82 1.81 1.8 1.82 1.82 1.8 1.81 1.81 1.82 1.82 1.83 1.82 1.81 1.8 1.8112 1 9 TUBERIA PVC JC 2" 160 PSI M 1.76 1.76 1.78 1.78 1.79 1.77 1.77 1.78 1.79 1.76 1.76 1.76 1.77 1.79 1.78 1.76 1.78 1.78 1.77 1.78 1.78 1.79 1.79 1.8 1.79 1.78 1.76 1.7812 1 10 Tuberia PVC JC 2½" 160 PSI M 2.65 2.65 2.67 2.68 2.69 2.66 2.66 2.68 2.69 2.65 2.66 2.65 2.67 2.69 2.67 2.66 2.68 2.69 2.67 2.67 2.68 2.69 2.69 2.71 2.69 2.68 2.65 2.6712 1 11 Tuberia PVC JR 2" 160 PSI M 4.35 4.35 4.39 4.41 4.42 4.37 4.36 4.4 4.42 4.35 4.36 4.35 4.38 4.42 4.39 4.36 4.4 4.41 4.38 4.39 4.4 4.42 4.42 4.44 4.42 4.4 4.36 4.3912 1 13 Tuberia PVC JR 3" 160 PSI M 7.44 7.45 7.51 7.54 7.57 7.48 7.47 7.52 7.56 7.45 7.46 7.44 7.5 7.56 7.51 7.46 7.54 7.55 7.5 7.51 7.53 7.56 7.56 7.6 7.56 7.53 7.46 7.5112 1 14 Tuberia PVC JR 4" 160 PSI M 9.83 9.85 9.92 9.96 10 9.89 9.87 9.94 9.99 9.84 9.86 9.83 9.91 9.99 9.92 9.86 9.96 9.97 9.9 9.92 9.94 9.99 9.98 10.04 9.99 9.95 9.85 9.9212 1 16 TUBERÍA DE 4" P.V.C. JUNTA CEMENTADA 250 P.S.I. M 8.2 8.21 8.28 8.31 8.34 8.25 8.23 8.29 8.33 8.21 8.22 8.2 8.26 8.33 8.27 8.22 8.31 8.31 8.26 8.28 8.29 8.34 8.33 8.38 8.33 8.3 8.22 8.2712 1 17 Tuberia PVC. J.R. 3" 250 P.S.I. M 14.15 14.18 14.29 14.35 14.4 14.24 14.21 14.31 14.38 14.17 14.2 14.15 14.26 14.38 14.28 14.2 14.34 14.35 14.26 14.29 14.32 14.39 14.37 14.46 14.38 14.32 14.18 14.2812 1 18 Tuberia P.V.C. JR 4" 250 P.S.I. M 10.12 10.14 10.22 10.26 10.3 10.18 10.17 10.24 10.29 10.14 10.16 10.12 10.2 10.29 10.22 10.16 10.26 10.27 10.2 10.22 10.24 10.29 10.28 10.35 10.29 10.24 10.15 10.2212 1 20 TUBERÍA PERFORADA Í4" PVC 80 PSI M 14.43 14.46 14.57 14.63 14.68 14.52 14.49 14.59 14.67 14.45 14.48 14.43 14.54 14.66 14.56 14.48 14.62 14.63 14.54 14.57 14.6 14.67 14.66 14.75 14.66 14.6 14.46 14.5612 1 21 TUBERÍA PERFORADA PARA CAMPO DE RIEGO Í6" PVC 100P M 16.21 16.24 16.36 16.43 16.49 16.3 16.27 16.39 16.47 16.23 16.26 16.21 16.33 16.46 16.35 16.26 16.42 16.44 16.33 16.36 16.4 16.48 16.46 16.56 16.47 16.4 16.24 16.3512 1 22 Acometida para agua potable PVC 3/4" en 2" L= 3.00 M U 19.56 19.59 19.74 19.82 19.9 19.67 19.64 19.78 19.88 19.58 19.62 19.56 19.71 19.87 19.73 19.62 19.81 19.83 19.7 19.75 19.79 19.88 19.86 19.99 19.87 19.79 19.6 19.7412 1 23 Acometida agua potable PVC 3/4" en 3" L= 3.00 M. U 22.48 22.52 22.69 22.78 22.87 22.61 22.57 22.73 22.85 22.51 22.55 22.48 22.65 22.83 22.68 22.55 22.77 22.79 22.65 22.7 22.74 22.85 22.83 22.97 22.84 22.74 22.52 22.6812 1 24 Acometida agua potable PVC 3/4" en 4" L= 3.00 M U 27.53 27.58 27.79 27.9 28.01 27.69 27.64 27.84 27.98 27.56 27.61 27.53 27.74 27.97 27.78 27.61 27.89 27.91 27.73 27.79 27.85 27.99 27.96 28.13 27.97 27.85 27.58 27.7812 1 25 Acometida domiciliar Doble 1/2" en 2" L= CONST U 20.98 21.02 21.19 21.27 21.35 21.11 21.07 21.22 21.33 21.01 21.05 20.98 21.15 21.32 21.17 21.05 21.26 21.28 21.14 21.19 21.23 21.34 21.31 21.44 21.33 21.23 21.03 21.1812 1 26 Acometida domiciliar doble 3/4" en 2" U 23.98 24.02 24.21 24.3 24.4 24.12 24.07 24.25 24.37 24.01 24.05 23.98 24.16 24.36 24.19 24.05 24.29 24.31 24.16 24.21 24.26 24.38 24.35 24.5 24.37 24.26 24.03 24.212 1 27 Acometida agua potable PVC 3/4" en 2½" L= 3.00 M U 21.48 21.52 21.68 21.77 21.86 21.6 21.56 21.72 21.83 21.5 21.54 21.48 21.64 21.82 21.67 21.55 21.76 21.78 21.64 21.69 21.73 21.84 21.81 21.95 21.83 21.73 21.52 21.6712 1 35 TUBERIA PVC 12PUL 160 PSI JR M 105.8 105.99 106.81 107.25 107.66 106.42 106.23 106.98 107.53 105.94 106.13 105.8 106.62 107.48 106.75 106.14 107.2 107.29 106.59 106.83 107.04 107.57 107.45 108.12 107.51 107.06 106.02 106.7612 1 36 TUBERÍA PVC JC 1 1/2 160 PSI M 1.34 1.34 1.35 1.36 1.36 1.35 1.34 1.35 1.36 1.34 1.34 1.34 1.35 1.36 1.35 1.34 1.36 1.36 1.35 1.35 1.35 1.36 1.36 1.37 1.36 1.35 1.34 1.3512 1 37 TUBERIA PVC JC 6 PUL 250 PSI SOLO MATERIAL M 33.04 33.1 33.36 33.49 33.62 33.24 33.18 33.41 33.58 33.08 33.14 33.04 33.3 33.57 33.34 33.15 33.48 33.51 33.29 33.36 33.43 33.59 33.56 33.76 33.58 33.43 33.11 33.3412 1 38 TUBERIA 1/2" CPVC 100 PSI M 4.38 4.39 4.42 4.44 4.46 4.41 4.4 4.43 4.45 4.39 4.39 4.38 4.42 4.45 4.42 4.39 4.44 4.44 4.41 4.42 4.43 4.45 4.45 4.48 4.45 4.43 4.39 4.4212 1 39 TUBERIA PVC JC 4" 250PSI S/MATERIAL C/u 43.22 43.3 43.64 43.81 43.98 43.48 43.4 43.7 43.93 43.28 43.35 43.22 43.56 43.91 43.61 43.36 43.79 43.83 43.54 43.64 43.73 43.94 43.9 44.17 43.92 43.73 43.31 43.6112 1 40 TUBERÍA PVC 12PUL 250 PSI JR M 172.98 173.29 174.64 175.35 176.02 174 173.69 174.92 175.82 173.2 173.52 172.98 174.33 175.73 174.54 173.53 175.26 175.42 174.28 174.66 175 175.87 175.68 176.77 175.78 175.04 173.34 174.5512 1 41 TUBO PVC 1/2"X315PSI S/MATERIAL C/u 1.66 1.66 1.68 1.68 1.69 1.67 1.67 1.68 1.69 1.66 1.67 1.66 1.67 1.69 1.67 1.67 1.68 1.68 1.67 1.68 1.68 1.69 1.69 1.7 1.69 1.68 1.66 1.6812 1 42 INSTALACIÓN TUBERÍA PVC 3/8 A 1 PUL (SOLO MDO) M 1.65 1.65 1.66 1.67 1.67 1.66 1.65 1.66 1.67 1.65 1.65 1.65 1.66 1.67 1.66 1.65 1.67 1.67 1.66 1.66 1.66 1.67 1.67 1.68 1.67 1.67 1.65 1.6612 1 43 INSTALACION TUBERÍA PVC 1-1/4 A 2 (SOLO MDO) M 2.59 2.6 2.62 2.63 2.64 2.61 2.6 2.62 2.64 2.6 2.6 2.59 2.61 2.63 2.62 2.6 2.63 2.63 2.61 2.62 2.62 2.64 2.63 2.65 2.63 2.62 2.6 2.6212 1 44 INSTALACION TUBERIA PVC DE 2-1/2 A 4PUL (SOLO MDO) M 3.65 3.65 3.68 3.7 3.71 3.67 3.66 3.69 3.71 3.65 3.66 3.65 3.68 3.71 3.68 3.66 3.7 3.7 3.68 3.68 3.69 3.71 3.71 3.73 3.71 3.69 3.66 3.6812 1 45 INSTALACION TUBERIA PVC DE 6 A 8PUL (SOLO MDO) M 4.55 4.56 4.59 4.61 4.63 4.58 4.57 4.6 4.62 4.55 4.56 4.55 4.58 4.62 4.59 4.56 4.61 4.61 4.58 4.59 4.6 4.62 4.62 4.65 4.62 4.6 4.56 4.5912 1 46 INSTALACION TUBERIA PVC 2-1/2 PULGADAS. M 0.55 0.55 0.56 0.56 0.56 0.55 0.55 0.56 0.56 0.55 0.55 0.55 0.56 0.56 0.56 0.55 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.55 0.5612 1 47 INSTALACION TUEBRIA PVC 3 PULGADAS. M 0.7 0.7 0.71 0.71 0.72 0.71 0.71 0.71 0.71 0.7 0.71 0.7 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.71 0.72 0.71 0.71 0.7 0.7112 1 48 Tuberia PVC JC 6 Pulgadas 250 PSI M 33.78 33.84 34.1 34.24 34.37 33.98 33.92 34.16 34.33 33.82 33.88 33.78 34.04 34.31 34.08 33.88 34.22 34.25 34.03 34.1 34.17 34.34 34.3 34.52 34.33 34.18 33.85 34.0812 1 49 TUBERIA REJILLA PVC 10PUL 250 PSI P/AGUA POTABLE M 5.43 5.44 5.48 5.5 5.52 5.46 5.45 5.49 5.52 5.43 5.44 5.43 5.47 5.51 5.48 5.44 5.5 5.5 5.47 5.48 5.49 5.52 5.51 5.55 5.52 5.49 5.44 5.4812 1 50 Tuberia 2½" PVC JR 250 PSI M 4.29 4.3 4.34 4.35 4.37 4.32 4.31 4.34 4.36 4.3 4.31 4.29 4.33 4.36 4.33 4.31 4.35 4.35 4.33 4.34 4.34 4.37 4.36 4.39 4.36 4.35 4.3 4.3312 1 51 TUBO PVC 1"X160PSIJR S/MATERIAL C/u 2.45 2.45 2.47 2.48 2.49 2.46 2.46 2.48 2.49 2.45 2.46 2.45 2.47 2.49 2.47 2.46 2.48 2.48 2.47 2.47 2.48 2.49 2.49 2.5 2.49 2.48 2.46 2.4712 1 52 TUBO PVC 11/4"X160PSI JR S/MATERIAL C/u 3.5 3.51 3.53 3.55 3.56 3.52 3.51 3.54 3.56 3.5 3.51 3.5 3.53 3.56 3.53 3.51 3.55 3.55 3.53 3.53 3.54 3.56 3.55 3.58 3.56 3.54 3.51 3.5312 1 53 TUBERIA PVC 2"X160PSI JR C/u 10.1 10.12 10.2 10.24 10.28 10.16 10.14 10.21 10.27 10.11 10.13 10.1 10.18 10.26 10.19 10.13 10.23 10.24 10.18 10.2 10.22 10.27 10.26 10.32 10.26 10.22 10.12 10.1912 1 54 TUBO PVC 21/2"X160PSI JR S/MATERIAL C/u 15.66 15.69 15.81 15.87 15.94 15.75 15.72 15.84 15.92 15.68 15.71 15.66 15.78 15.91 15.8 15.71 15.87 15.88 15.78 15.81 15.84 15.92 15.9 16 15.91 15.85 15.69 15.812 1 55 TUBO PVC 3"X160PSI JR S/MATERIAL C/u 22.09 22.13 22.3 22.39 22.48 22.22 22.18 22.34 22.45 22.12 22.16 22.09 22.26 22.44 22.29 22.16 22.38 22.4 22.26 22.3 22.35 22.46 22.43 22.57 22.45 22.35 22.14 22.2912 1 56 TUBO PVC 4"X160PSI JR S/MATERIAL C/u 28.7 28.75 28.98 29.09 29.21 28.87 28.82 29.02 29.17 28.74 28.79 28.7 28.92 29.16 28.96 28.79 29.08 29.1 28.92 28.98 29.04 29.18 29.15 29.33 29.16 29.04 28.76 28.9612 1 57 TUBO PVC 6"X160PSI JR S/MATERIAL C/u 88.72 88.88 89.57 89.94 90.28 89.24 89.08 89.71 90.18 88.84 89 88.72 89.41 90.13 89.52 89 89.89 89.97 89.39 89.58 89.76 90.2 90.1 90.66 90.16 89.78 88.91 89.5312 1 58 TUBO PVC DE 4" JR SOLO MATERIAL C/u 36.42 36.49 36.77 36.92 37.06 36.63 36.57 36.83 37.02 36.47 36.53 36.42 36.7 37 36.75 36.54 36.9 36.93 36.69 36.77 36.85 37.03 36.99 37.22 37.01 36.85 36.5 36.7512 1 59 Tubería de PVC JC Ø=1/2" 315 PSI incluye accesorios M 2.41 2.41 2.43 2.44 2.45 2.42 2.42 2.44 2.45 2.41 2.42 2.41 2.43 2.45 2.43 2.42 2.44 2.44 2.43 2.43 2.44 2.45 2.45 2.46 2.45 2.44 2.41 2.4312 1 60 Tubería PVC JC de 2" P=160PSI Incluye accesorios M 5.68 5.69 5.73 5.75 5.78 5.71 5.7 5.74 5.77 5.68 5.69 5.68 5.72 5.77 5.73 5.69 5.75 5.76 5.72 5.73 5.74 5.77 5.76 5.8 5.77 5.74 5.69 5.7312 1 61 TUBERIA REJILLA PVC 8" 100 PSI PARA AGUA POTABLE M 19.93 19.97 20.13 20.21 20.29 20.05 20.01 20.16 20.26 19.96 19.99 19.93 20.09 20.25 20.11 20 20.2 20.21 20.08 20.13 20.17 20.27 20.25 20.37 20.26 20.17 19.98 20.1212 1 62 Tubería PVC JR Ø=2" 250 PSI (Incluye accesorios) M 10.09 10.11 10.18 10.23 10.27 10.15 10.13 10.2 10.25 10.1 10.12 10.09 10.17 10.25 10.18 10.12 10.22 10.23 10.16 10.19 10.21 10.26 10.25 10.31 10.25 10.21 10.11 10.1812 1 63 Tubería PVC JC 1½" 250 PSI (incluye accesorios) M 4 4.01 4.04 4.05 4.07 4.02 4.01 4.04 4.06 4 4.01 4 4.03 4.06 4.03 4.01 4.05 4.05 4.03 4.04 4.04 4.07 4.06 4.09 4.06 4.05 4.01 4.0312 1 65 Tubería PVC JC 2" 250 PSI M 4.61 4.62 4.65 4.67 4.69 4.64 4.63 4.66 4.68 4.61 4.62 4.61 4.64 4.68 4.65 4.62 4.67 4.67 4.64 4.65 4.66 4.69 4.68 4.71 4.68 4.66 4.62 4.6512 1 66 Tubería pvc Ø=4" JR 250 PSI incluye accesorios. M 17.09 17.12 17.25 17.32 17.39 17.19 17.16 17.28 17.37 17.11 17.14 17.09 17.22 17.36 17.24 17.14 17.32 17.33 17.22 17.26 17.29 17.38 17.36 17.46 17.37 17.29 17.13 17.2512 1 68 Tubería de PVC JC Ø=1" 250 PSI incluye accesorios M 2.67 2.68 2.7 2.71 2.72 2.69 2.68 2.7 2.72 2.67 2.68 2.67 2.69 2.71 2.7 2.68 2.71 2.71 2.69 2.7 2.7 2.72 2.71 2.73 2.71 2.7 2.68 2.712 1 70 Tubería de PVC JC Ø=3/4" 250 PSI incluye accesorios M 2.95 2.95 2.98 2.99 3 2.97 2.96 2.98 3 2.95 2.96 2.95 2.97 3 2.98 2.96 2.99 2.99 2.97 2.98 2.98 3 2.99 3.01 3 2.98 2.95 2.9812 1 72 Tuberia PVC JC 3" 250 PSI M 14.19 14.21 14.33 14.38 14.44 14.27 14.25 14.35 14.42 14.21 14.23 14.19 14.3 14.42 14.32 14.23 14.38 14.39 14.3 14.33 14.36 14.43 14.41 14.5 14.42 14.36 14.22 14.3212 1 73 Tuberia PVC JC 4" 250 PSI M 7.99 8.01 8.07 8.1 8.14 8.04 8.03 8.08 8.13 8.01 8.02 7.99 8.06 8.12 8.07 8.02 8.1 8.11 8.05 8.07 8.09 8.13 8.12 8.17 8.12 8.09 8.01 8.0712 1 74 Tuberia PVC JR 2" 250 PSI M 6.21 6.22 6.27 6.29 6.32 6.24 6.23 6.28 6.31 6.21 6.23 6.21 6.25 6.3 6.26 6.23 6.29 6.29 6.25 6.27 6.28 6.31 6.3 6.34 6.31 6.28 6.22 6.2612 1 75 Tuberia PVC JR 6 250 PSI M 24.62 24.67 24.86 24.96 25.06 24.77 24.72 24.9 25.03 24.66 24.7 24.62 24.82 25.02 24.85 24.7 24.95 24.97 24.81 24.86 24.91 25.03 25.01 25.16 25.02 24.92 24.68 24.8512 1 76 Acometida domiciliar A.P. PVC ½" en 6"; inc exc y relleno U 47.69 47.77 48.14 48.34 48.52 47.97 47.88 48.22 48.47 47.75 47.83 47.69 48.06 48.44 48.11 47.84 48.31 48.36 48.04 48.15 48.24 48.48 48.43 48.73 48.46 48.25 47.79 48.1212 1 77 ACOMETIDA PARA AGUA POTABLE PVC 3/4" EN 2" L=6.00 MTS (incluye caja prefabricada) C/u 52.26 52.36 52.77 52.98 53.19 52.57 52.48 52.85 53.12 52.33 52.43 52.26 52.67 53.1 52.74 52.43 52.95 53 52.66 52.77 52.88 53.14 53.08 53.41 53.11 52.89 52.37 52.7412 1 78 Acometida domiciliar A.P. HoGo de 3/4" en 1-1/2" Longitud 3.0 metros U 32.74 32.79 33.02 33.19 33.3 32.91 32.84 33.1 33.26 32.74 32.83 32.74 32.97 33.26 33.01 32.83 33.17 33.19 32.96 33.03 33.1 33.28 33.26 33.43 33.26 33.1 32.81 33.0112 1 79 Acometida domiciliar A.P. HoGo de 3/4" en 2-1/2" Longitud 3.0 metros U 48.38 48.45 48.81 49.04 49.21 48.65 48.54 48.91 49.16 48.4 48.52 48.38 48.73 49.15 48.79 48.52 49.02 49.04 48.73 48.82 48.92 49.17 49.14 49.41 49.15 48.93 48.48 48.7912 1 80 Acometida domiciliar A.P. de PVC de 3/4" en 1-1/2" Longitud 3.0 metros U 11.45 11.47 11.56 11.61 11.65 11.52 11.5 11.58 11.64 11.47 11.49 11.45 11.54 11.64 11.56 11.49 11.6 11.61 11.54 11.56 11.59 11.64 11.63 11.7 11.64 11.59 11.47 11.5612 1 81 Acometida domiciliar A.P. HoGo de 3/4" en 2" Longitud 3.0 metros U 34.17 34.22 34.46 34.63 34.75 34.35 34.27 34.55 34.72 34.18 34.27 34.17 34.4 34.71 34.46 34.27 34.62 34.64 34.4 34.47 34.55 34.73 34.71 34.9 34.72 34.55 34.24 34.4612 1 82 Acometida domiciliar A.P.de PVC de 3/4" en 4" PVC alta presión L=6mts (Inc 2 válvulas+2manómetros) U 192.29 192.63 194.13 194.92 195.67 193.42 193.07 194.44 195.44 192.54 192.88 192.29 193.79 195.34 194.02 192.9 194.82 195 193.73 194.15 194.53 195.5 195.29 196.5 195.4 194.57 192.69 194.0412 1 83 Acometida domiciliar A.P. de PVC de 3/4" en 6" L=3.00 metros U 22.96 23 23.18 23.28 23.37 23.1 23.06 23.22 23.34 22.99 23.03 22.96 23.14 23.33 23.17 23.04 23.27 23.29 23.14 23.19 23.23 23.35 23.32 23.47 23.34 23.24 23.01 23.1712 1 84 Acometida domiciliar A.P. HoGo de 3/4" en 4" Longitud 3.0 metros U 57.37 57.46 57.89 58.15 58.36 57.68 57.57 58.01 58.3 57.41 57.54 57.37 57.78 58.28 57.86 57.54 58.13 58.17 57.78 57.9 58.03 58.31 58.27 58.6 58.29 58.03 57.49 57.8712 1 85 Acometida domiciliar A.P.de PVC de 3/4" en 4" HoGo alta presión L=6mts (Inc 2 válvulas+2manómetros) U 205.72 206.08 207.69 208.53 209.34 206.93 206.56 208.02 209.09 205.98 206.35 205.72 207.32 208.99 207.57 206.37 208.43 208.61 207.26 207.71 208.12 209.15 208.93 210.22 209.05 208.16 206.15 207.5912 1 86 Acometida domiciliar A.P. PVC de 1/2" en 3/4" Longitud 3.0 metros C/u 6.19 6.21 6.25 6.28 6.3 6.23 6.22 6.26 6.3 6.2 6.21 6.19 6.24 6.29 6.25 6.21 6.28 6.28 6.24 6.25 6.27 6.3 6.29 6.33 6.3 6.27 6.21 6.25

12 1 87 Acometida domiciliar A.P. de HoGo de 3/4" en 1" Longitud 3.0 metros C/u 41.95 42 42.39 42.53 42.67 42.21 42.1 42.43 42.65 42 42.05 41.95 42.29 42.63 42.34 42.05 42.49 42.58 42.28 42.4 42.45 42.65 42.63 42.88 42.63 42.45 42 42.3512 1 88 Tuberia PVC JR 2" 160 PSI incluye accesorios M 4.74 4.75 4.79 4.81 4.83 4.77 4.76 4.8 4.82 4.75 4.76 4.74 4.78 4.82 4.78 4.76 4.8 4.81 4.78 4.79 4.8 4.82 4.82 4.85 4.82 4.8 4.75 4.7912 1 89 Tuberia PVC JR 2½" 160 PSI incluye accesorios M 7 7.01 7.07 7.1 7.12 7.04 7.03 7.08 7.11 7.01 7.02 7 7.05 7.11 7.06 7.02 7.09 7.1 7.05 7.07 7.08 7.12 7.11 7.15 7.11 7.08 7.01 7.0612 1 90 Tubería PVC Ø=3" 160 PSI JR; incluye accesorios M 7.88 7.89 7.95 7.99 8.02 7.92 7.91 7.97 8.01 7.89 7.9 7.88 7.94 8 7.95 7.9 7.98 7.99 7.94 7.95 7.97 8.01 8 8.05 8 7.97 7.89 7.9512 1 91 Tubería PVC Ø=2" 250 PSI JR; incluye accesorios M 8.89 8.9 8.97 9.01 9.05 8.94 8.93 8.99 9.03 8.9 8.92 8.89 8.96 9.03 8.97 8.92 9.01 9.01 8.96 8.97 8.99 9.04 9.03 9.08 9.03 8.99 8.91 8.9712 1 92 Tubería PVC Ø=2 1/2" 250 PSI JR; incluye accesorios M 8.4 8.42 8.48 8.52 8.55 8.45 8.43 8.49 8.54 8.41 8.43 8.4 8.47 8.53 8.48 8.43 8.51 8.52 8.46 8.48 8.5 8.54 8.53 8.58 8.54 8.5 8.42 8.4812 1 93 Tubería PVC Ø=4" 160PSI JR incluye accesorios M 11.46 11.48 11.57 11.61 11.66 11.52 11.5 11.58 11.64 11.47 11.49 11.46 11.55 11.64 11.56 11.49 11.61 11.62 11.54 11.57 11.59 11.65 11.64 11.71 11.64 11.59 11.48 11.5612 1 94 Tubería PVC JC Ø=1½" 160 PSI incluye accesorios M 3.6 3.6 3.63 3.65 3.66 3.62 3.61 3.64 3.66 3.6 3.61 3.6 3.63 3.65 3.63 3.61 3.65 3.65 3.62 3.63 3.64 3.66 3.65 3.68 3.66 3.64 3.61 3.6312 1 95 Tubería PVC JC de 1¼" P=160PSI Incluye accesorios M 3.37 3.38 3.4 3.42 3.43 3.39 3.38 3.41 3.42 3.37 3.38 3.37 3.4 3.42 3.4 3.38 3.41 3.42 3.39 3.4 3.41 3.43 3.42 3.44 3.42 3.41 3.38 3.412 1 96 Tubería PVC JC de 1" P=160PSI Incluye accesorios M 2.25 2.26 2.28 2.28 2.29 2.27 2.26 2.28 2.29 2.26 2.26 2.25 2.27 2.29 2.27 2.26 2.28 2.29 2.27 2.28 2.28 2.29 2.29 2.3 2.29 2.28 2.26 2.2712 1 97 Tubería PVC Ø=6" 160PSI JR incluye accesorios M 21.27 21.31 21.47 21.56 21.65 21.4 21.36 21.51 21.62 21.3 21.34 21.27 21.44 21.61 21.46 21.34 21.55 21.57 21.43 21.48 21.52 21.63 21.6 21.74 21.62 21.52 21.32 21.4612 1 98 TUBERIA PERFORADA DE 2" DE DIAMETRO 100 PSI M 12.89 12.91 13.01 13.06 13.11 12.96 12.94 13.03 13.1 12.9 12.93 12.89 12.99 13.09 13 12.93 13.06 13.07 12.98 13.01 13.04 13.1 13.09 13.17 13.09 13.04 12.91 1312 2 1 CODO LISO 90° PVC Í 3/4" U 0.86 0.86 0.87 0.87 0.87 0.86 0.86 0.87 0.87 0.86 0.86 0.86 0.87 0.87 0.87 0.86 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.88 0.87 0.87 0.86 0.8712 2 2 TEE LISA PVC Í 3/4" U 0.91 0.91 0.92 0.92 0.92 0.91 0.91 0.92 0.92 0.91 0.91 0.91 0.92 0.92 0.92 0.91 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.93 0.92 0.92 0.91 0.9212 2 3 ADAPTADOR HEMBRA PVC Í1" U 0.77 0.77 0.78 0.78 0.78 0.77 0.77 0.78 0.78 0.77 0.77 0.77 0.77 0.78 0.78 0.77 0.78 0.78 0.77 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.77 0.7812 2 4 ADAPTADOR HEMBRA PVC Í1½" U 1.48 1.48 1.49 1.5 1.5 1.49 1.48 1.49 1.5 1.48 1.48 1.48 1.49 1.5 1.49 1.48 1.5 1.5 1.49 1.49 1.5 1.5 1.5 1.51 1.5 1.5 1.48 1.4912 2 5 ADAPTADOR HEMBRA PVC Í 3/4" U 0.83 0.83 0.84 0.84 0.84 0.83 0.83 0.84 0.84 0.83 0.83 0.83 0.83 0.84 0.84 0.83 0.84 0.84 0.83 0.84 0.84 0.84 0.84 0.85 0.84 0.84 0.83 0.8412 2 6 ADAPTADOR HEMBRA PVC Í ½" U 0.67 0.68 0.68 0.68 0.69 0.68 0.68 0.68 0.69 0.68 0.68 0.67 0.68 0.69 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.69 0.68 0.69 0.69 0.68 0.68 0.6812 2 7 ADAPTADOR HEMBRA PVC Ø=2" U 2.18 2.18 2.2 2.21 2.22 2.19 2.19 2.2 2.21 2.18 2.18 2.18 2.19 2.21 2.2 2.18 2.21 2.21 2.19 2.2 2.2 2.21 2.21 2.23 2.21 2.2 2.18 2.212 2 8 ADAPTADOR HEMBRA PVC Ø=3" U 16.79 16.82 16.95 17.02 17.08 16.89 16.86 16.98 17.06 16.81 16.84 16.79 16.92 17.05 16.94 16.84 17.01 17.02 16.91 16.95 16.98 17.07 17.05 17.16 17.06 16.99 16.82 16.9412 2 9 ADAPTADOR HEMBRA PVC Í2½" JR U 6.01 6.02 6.06 6.09 6.11 6.04 6.03 6.07 6.1 6.01 6.02 6.01 6.05 6.1 6.06 6.02 6.08 6.09 6.05 6.06 6.08 6.11 6.1 6.14 6.1 6.08 6.02 6.0612 2 10 ADAPTADOR HEMBRA PVC Í4" JR U 18.14 18.18 18.32 18.39 18.46 18.25 18.22 18.35 18.44 18.17 18.2 18.14 18.29 18.43 18.31 18.2 18.38 18.4 18.28 18.32 18.36 18.45 18.43 18.54 18.44 18.36 18.18 18.3112 2 11 ADAPTADOR MACHO PVC Í 4" JR U 22.16 22.2 22.38 22.47 22.55 22.3 22.26 22.41 22.53 22.19 22.23 22.16 22.34 22.52 22.36 22.24 22.46 22.48 22.33 22.38 22.42 22.53 22.51 22.65 22.52 22.43 22.21 22.3712 2 12 ADAPTADOR MACHO 1/2" CPVC U 0.66 0.66 0.67 0.67 0.67 0.66 0.66 0.67 0.67 0.66 0.66 0.66 0.67 0.67 0.67 0.66 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.66 0.6712 2 13 CODO LISO 90° PVC Í ½" U 0.53 0.53 0.54 0.54 0.54 0.53 0.53 0.54 0.54 0.53 0.53 0.53 0.54 0.54 0.54 0.53 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.53 0.5412 2 14 CODO LISO 90° PVC Í 1 ¼" U 4.7 4.7 4.74 4.76 4.78 4.72 4.71 4.75 4.77 4.7 4.71 4.7 4.73 4.77 4.74 4.71 4.76 4.76 4.73 4.74 4.75 4.77 4.77 4.8 4.77 4.75 4.71 4.7412 2 15 CODO LISO 90° PVC Í 1½" U 3.55 3.55 3.58 3.59 3.61 3.57 3.56 3.59 3.6 3.55 3.56 3.55 3.57 3.6 3.58 3.56 3.59 3.6 3.57 3.58 3.59 3.61 3.6 3.62 3.6 3.59 3.55 3.5812 2 16 CODO LISO 90 1/2" CPVC U 0.49 0.49 0.49 0.5 0.5 0.49 0.49 0.5 0.5 0.49 0.49 0.49 0.49 0.5 0.49 0.49 0.5 0.5 0.49 0.49 0.5 0.5 0.5 0.5 0.5 0.5 0.49 0.4912 2 17 CODO LISO 45° PVC Í 3/4" U 0.54 0.54 0.54 0.55 0.55 0.54 0.54 0.54 0.55 0.54 0.54 0.54 0.54 0.55 0.54 0.54 0.55 0.55 0.54 0.54 0.54 0.55 0.55 0.55 0.55 0.54 0.54 0.5412 2 18 CODO LISO 45° PVC Í 1" JC U 1.84 1.85 1.86 1.87 1.87 1.85 1.85 1.86 1.87 1.84 1.85 1.84 1.86 1.87 1.86 1.85 1.87 1.87 1.86 1.86 1.86 1.87 1.87 1.88 1.87 1.86 1.85 1.8612 2 19 CODO LISO 45° PVC Í 1¼" JC U 2.22 2.23 2.24 2.25 2.26 2.24 2.23 2.25 2.26 2.22 2.23 2.22 2.24 2.26 2.24 2.23 2.25 2.25 2.24 2.24 2.25 2.26 2.26 2.27 2.26 2.25 2.23 2.2412 2 20 ADAPTADOR MACHO C/ROSCA PVC Í2" U 4.15 4.16 4.19 4.21 4.23 4.18 4.17 4.2 4.22 4.16 4.17 4.15 4.19 4.22 4.19 4.17 4.21 4.21 4.19 4.19 4.2 4.22 4.22 4.25 4.22 4.2 4.16 4.1912 2 21 CODO LISO 45° PVC Í 1½" JC U 2.58 2.59 2.61 2.62 2.63 2.6 2.59 2.61 2.62 2.59 2.59 2.58 2.6 2.62 2.61 2.59 2.62 2.62 2.6 2.61 2.61 2.63 2.62 2.64 2.62 2.61 2.59 2.6112 2 22 CODO PVC 1" JC U 1.13 1.13 1.14 1.15 1.15 1.14 1.13 1.14 1.15 1.13 1.13 1.13 1.14 1.15 1.14 1.13 1.14 1.15 1.14 1.14 1.14 1.15 1.15 1.15 1.15 1.14 1.13 1.1412 2 23 CODO 1/2" C/ROSCA CPVC U 4.64 4.64 4.68 4.7 4.72 4.66 4.65 4.69 4.71 4.64 4.65 4.64 4.67 4.71 4.68 4.65 4.7 4.7 4.67 4.68 4.69 4.71 4.71 4.74 4.71 4.69 4.65 4.6812 2 24 TEE LISA 1/2" CPVC U 0.68 0.68 0.69 0.69 0.69 0.68 0.68 0.69 0.69 0.68 0.68 0.68 0.69 0.69 0.69 0.68 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.68 0.6912 2 25 TEE LISA PVC Í ½" U 2.19 2.19 2.21 2.22 2.23 2.2 2.2 2.22 2.23 2.19 2.2 2.19 2.21 2.23 2.21 2.2 2.22 2.22 2.21 2.21 2.22 2.23 2.23 2.24 2.23 2.22 2.2 2.2112 2 26 TEE LISA PVC Í 1" U 1.78 1.79 1.8 1.81 1.81 1.79 1.79 1.8 1.81 1.79 1.79 1.78 1.8 1.81 1.8 1.79 1.81 1.81 1.8 1.8 1.8 1.81 1.81 1.82 1.81 1.8 1.79 1.812 2 27 TEE LISA PVC Í 1½" U 6.73 6.74 6.79 6.82 6.84 6.77 6.75 6.8 6.84 6.73 6.75 6.73 6.78 6.83 6.79 6.75 6.81 6.82 6.78 6.79 6.8 6.84 6.83 6.87 6.83 6.81 6.74 6.7912 2 28 TEE REDUCTORA PVC DE 3/4"A ½" U 0.98 0.98 0.99 0.99 1 0.99 0.99 0.99 1 0.98 0.98 0.98 0.99 1 0.99 0.98 0.99 0.99 0.99 0.99 0.99 1 1 1 1 0.99 0.98 0.9912 2 29 TEE LISA PVC Í 1¼" U 2.28 2.29 2.31 2.31 2.32 2.3 2.29 2.31 2.32 2.29 2.29 2.28 2.3 2.32 2.3 2.29 2.31 2.32 2.3 2.31 2.31 2.32 2.32 2.33 2.32 2.31 2.29 2.312 2 31 CODO LISO A 90° PVC JC Í4" U 17.35 17.38 17.51 17.58 17.65 17.45 17.42 17.54 17.63 17.37 17.4 17.35 17.48 17.62 17.5 17.4 17.57 17.59 17.48 17.51 17.55 17.64 17.62 17.73 17.63 17.55 17.38 17.512 2 32 TAPÓN HEMBRA LISO PVC ͽ" U 0.39 0.39 0.39 0.39 0.4 0.39 0.39 0.39 0.4 0.39 0.39 0.39 0.39 0.4 0.39 0.39 0.39 0.4 0.39 0.39 0.39 0.4 0.4 0.4 0.4 0.39 0.39 0.3912 2 33 TAPÓN HEMBRA LISO PVC Í 1" U 1.3 1.3 1.31 1.32 1.33 1.31 1.31 1.32 1.32 1.3 1.31 1.3 1.31 1.32 1.31 1.31 1.32 1.32 1.31 1.31 1.32 1.32 1.32 1.33 1.32 1.32 1.3 1.3112 2 34 TAPÓN HEMBRA LISO PVC Í 1¼" U 1.56 1.56 1.58 1.58 1.59 1.57 1.57 1.58 1.59 1.56 1.57 1.56 1.57 1.59 1.58 1.57 1.58 1.58 1.57 1.58 1.58 1.59 1.59 1.6 1.59 1.58 1.57 1.5812 2 35 TAPÓN HEMBRA LISO PVC Í 1½" U 3.01 3.01 3.03 3.05 3.06 3.02 3.02 3.04 3.06 3.01 3.01 3.01 3.03 3.05 3.03 3.02 3.05 3.05 3.03 3.03 3.04 3.06 3.05 3.07 3.05 3.04 3.01 3.0312 2 36 TAPÓN HEMBRA LISO PVC Í 2" U 5.39 5.4 5.45 5.47 5.49 5.43 5.42 5.45 5.48 5.4 5.41 5.39 5.44 5.48 5.44 5.41 5.47 5.47 5.44 5.45 5.46 5.48 5.48 5.51 5.48 5.46 5.41 5.4412 2 37 TAPÓN HEMBRA LISO PVC Í 3" U 7.84 7.86 7.92 7.95 7.98 7.89 7.88 7.93 7.97 7.85 7.87 7.84 7.91 7.97 7.92 7.87 7.95 7.95 7.9 7.92 7.94 7.98 7.97 8.02 7.97 7.94 7.86 7.9212 2 38 TAPÓN HEMBRA LISO PVC Í4" U 13.93 13.96 14.06 14.12 14.18 14.01 13.99 14.09 14.16 13.95 13.97 13.93 14.04 14.15 14.06 13.98 14.11 14.13 14.04 14.07 14.09 14.16 14.15 14.24 14.16 14.1 13.96 14.0612 2 39 BUSHING REDUCTOR LISO Í3/4"X ½" PVC JC U 0.67 0.67 0.68 0.68 0.68 0.67 0.67 0.68 0.68 0.67 0.67 0.67 0.67 0.68 0.67 0.67 0.68 0.68 0.67 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.67 0.6712 2 40 BUCHING REDUCTOR LISO 3/4"X 1/2" CPVC U 0.72 0.72 0.73 0.73 0.73 0.72 0.72 0.73 0.73 0.72 0.72 0.72 0.73 0.73 0.73 0.72 0.73 0.73 0.73 0.73 0.73 0.73 0.73 0.74 0.73 0.73 0.72 0.7312 2 41 BUSHING REDUCTOR LISO Í 1¼"X 1" PVC JC U 1.24 1.25 1.26 1.26 1.27 1.25 1.25 1.26 1.27 1.25 1.25 1.24 1.25 1.26 1.26 1.25 1.26 1.26 1.25 1.26 1.26 1.27 1.26 1.27 1.27 1.26 1.25 1.2612 2 42 BUSHING REDUCTOR LISO 1½ A 3/4" P.V.C. U 2.57 2.57 2.59 2.6 2.61 2.58 2.58 2.59 2.61 2.57 2.57 2.57 2.59 2.61 2.59 2.57 2.6 2.6 2.59 2.59 2.6 2.61 2.61 2.62 2.61 2.6 2.57 2.5912 2 43 BUSHING REDUCTOR LISO Í 1½"X 1" PVC JC U 1.47 1.47 1.49 1.49 1.5 1.48 1.48 1.49 1.5 1.47 1.48 1.47 1.48 1.5 1.49 1.48 1.49 1.49 1.48 1.49 1.49 1.5 1.5 1.5 1.5 1.49 1.48 1.4912 2 44 BUSHING REDUCTOR LISO Í 1½"X 1¼" PVC JC U 1.48 1.48 1.49 1.5 1.5 1.49 1.48 1.49 1.5 1.48 1.48 1.48 1.49 1.5 1.49 1.48 1.5 1.5 1.49 1.49 1.49 1.5 1.5 1.51 1.5 1.49 1.48 1.4912 2 45 BUSHING REDUCTOR LISO Í 2"X 1" PVC JC U 2.4 2.4 2.42 2.43 2.44 2.41 2.41 2.42 2.44 2.4 2.4 2.4 2.42 2.44 2.42 2.4 2.43 2.43 2.41 2.42 2.42 2.44 2.43 2.45 2.44 2.43 2.4 2.4212 2 46 BUSHING REDUCTOR LISO Í 2"X 1¼" PVC JC U 1.72 1.72 1.73 1.74 1.75 1.73 1.72 1.74 1.74 1.72 1.72 1.72 1.73 1.74 1.73 1.72 1.74 1.74 1.73 1.73 1.74 1.75 1.74 1.75 1.74 1.74 1.72 1.7312 2 47 BUSHING REDUCTOR LISO Í 2½"X 1½" PVC JC U 3.28 3.28 3.31 3.32 3.33 3.3 3.29 3.31 3.33 3.28 3.29 3.28 3.3 3.33 3.31 3.29 3.32 3.32 3.3 3.31 3.31 3.33 3.33 3.35 3.33 3.32 3.28 3.3112 2 48 BUSHING REDUCTOR LISO Í 2½"X 1" PVC JC U 1.46 1.46 1.48 1.48 1.49 1.47 1.47 1.48 1.49 1.46 1.47 1.46 1.47 1.49 1.48 1.47 1.48 1.48 1.47 1.48 1.48 1.49 1.49 1.49 1.49 1.48 1.47 1.4812 2 49 BUSHING REDUCTOR LISO Í 3"X 1" PVC JC U 2.67 2.67 2.69 2.7 2.71 2.68 2.68 2.7 2.71 2.67 2.68 2.67 2.69 2.71 2.69 2.68 2.7 2.71 2.69 2.69 2.7 2.71 2.71 2.73 2.71 2.7 2.67 2.6912 2 50 BUSHING REDUCTOR LISO Í 3"X 1½" PVC JC U 2.68 2.68 2.7 2.71 2.73 2.69 2.69 2.71 2.72 2.68 2.69 2.68 2.7 2.72 2.7 2.69 2.71 2.72 2.7 2.7 2.71 2.72 2.72 2.74 2.72 2.71 2.68 2.712 2 51 CODO A 90° PVC JR Í 2" U 21.41 21.45 21.62 21.71 21.79 21.54 21.5 21.65 21.77 21.44 21.48 21.41 21.58 21.76 21.61 21.48 21.7 21.72 21.58 21.62 21.67 21.77 21.75 21.88 21.76 21.67 21.46 21.6112 2 52 CODO A 45° PVC JR Í 2" U 3.5 3.51 3.54 3.55 3.57 3.53 3.52 3.54 3.56 3.51 3.52 3.5 3.53 3.56 3.54 3.52 3.55 3.55 3.53 3.54 3.55 3.56 3.56 3.58 3.56 3.55 3.51 3.5412 2 53 CODO A 90° PVC JR Í 2½" U 25.34 25.39 25.59 25.69 25.79 25.49 25.45 25.63 25.76 25.38 25.42 25.34 25.54 25.75 25.57 25.43 25.68 25.7 25.53 25.59 25.64 25.77 25.74 25.9 25.76 25.65 25.4 25.5812 2 54 CODO A 45° PVC JR Í 2½" U 23.6 23.65 23.83 23.93 24.02 23.74 23.7 23.87 23.99 23.64 23.68 23.6 23.79 23.98 23.82 23.68 23.92 23.94 23.78 23.83 23.88 24 23.97 24.12 23.99 23.89 23.65 23.8212 2 55 CODO A 90° PVC JR Í 3" U 34.34 34.41 34.67 34.82 34.95 34.55 34.49 34.73 34.91 34.39 34.45 34.34 34.61 34.89 34.65 34.45 34.8 34.83 34.6 34.68 34.75 34.92 34.88 35.1 34.9 34.75 34.42 34.6612 2 56 CODO A 45° PVC JR Í 3" U 31.57 31.63 31.88 32.01 32.13 31.76 31.7 31.93 32.09 31.62 31.67 31.57 31.82 32.08 31.86 31.68 31.99 32.02 31.81 31.88 31.94 32.1 32.07 32.27 32.09 31.95 31.64 31.8612 2 57 CODO A 90° PVC JR Í 4" U 53.68 53.78 54.2 54.42 54.63 54 53.9 54.28 54.56 53.75 53.85 53.68 54.1 54.53 54.16 53.85 54.39 54.44 54.08 54.2 54.31 54.58 54.52 54.86 54.55 54.32 53.79 54.1712 2 58 CODO A 45° PVC JR Í 4" U 49.76 49.85 50.24 50.44 50.64 50.05 49.96 50.32 50.58 49.83 49.92 49.76 50.15 50.55 50.21 49.92 50.42 50.46 50.13 50.24 50.34 50.59 50.54 50.85 50.57 50.35 49.87 50.2112 2 59 CODO A 90° PVC JR Í 6" U 119.26 119.48 120.41 120.89 121.36 119.96 119.75 120.6 121.22 119.42 119.63 119.26 120.19 121.16 120.33 119.64 120.84 120.94 120.16 120.42 120.66 121.25 121.12 121.87 121.19 120.68 119.51 120.3512 2 60 CODO A 45° PVC JR Í 6" U 119.76 119.98 120.91 121.4 121.87 120.47 120.25 121.1 121.72 119.92 120.13 119.76 120.7 121.67 120.84 120.14 121.34 121.45 120.66 120.92 121.16 121.76 121.63 122.38 121.7 121.19 120.01 120.8512 2 61 CRUZ PVC JR Í 2" U 44.81 44.9 45.24 45.43 45.6 45.08 45 45.32 45.55 44.87 44.95 44.81 45.16 45.53 45.22 44.96 45.41 45.45 45.15 45.25 45.34 45.56 45.51 45.8 45.54 45.35 44.91 45.2212 2 62 CRUZ PVC JR Í 3" U 72.8 72.94 73.5 73.8 74.09 73.23 73.1 73.62 74 72.9 73.03 72.8 73.37 73.96 73.46 73.04 73.77 73.83 73.35 73.51 73.66 74.02 73.94 74.4 73.98 73.67 72.96 73.4712 2 63 CRUZ PVC JR Í 4" U 96.81 96.99 97.74 98.14 98.51 97.38 97.21 97.9 98.4 96.94 97.11 96.81 97.57 98.35 97.68 97.12 98.09 98.18 97.54 97.75 97.94 98.43 98.32 98.93 98.38 97.96 97.01 97.6912 2 64 TEE PVC JR Í 2" U 30.04 30.1 30.33 30.46 30.57 30.22 30.17 30.38 30.54 30.08 30.14 30.04 30.28 30.52 30.31 30.14 30.44 30.47 30.27 30.34 30.4 30.55 30.51 30.7 30.53 30.4 30.11 30.3212 2 65 TEE PVC JR Í 2½" U 33.94 34 34.26 34.4 34.53 34.14 34.07 34.32 34.49 33.98 34.04 33.94 34.2 34.48 34.24 34.04 34.38 34.41 34.19 34.26 34.33 34.5 34.46 34.68 34.49 34.34 34.01 34.2412 2 66 TEE PVC JR Í 3" U 47.83 47.92 48.29 48.49 48.68 48.12 48.03 48.37 48.62 47.9 47.98 47.83 48.21 48.6 48.27 47.99 48.47 48.51 48.19 48.3 48.39 48.63 48.58 48.88 48.61 48.4 47.94 48.2712 2 67 TEE PVC JR Í 4" U 79.96 80.1 80.73 81.06 81.37 80.43 80.29 80.86 81.27 80.06 80.21 79.96 80.58 81.23 80.68 80.22 81.02 81.09 80.56 80.74 80.9 81.3 81.21 81.71 81.26 80.91 80.13 80.6912 2 68 TEE PVC JR Í 6" U 180.46 180.79 182.19 182.93 183.64 181.53 181.2 182.48 183.42 180.7 181.02 180.46 181.87 183.33 182.09 181.04 182.84 183.01 181.81 182.21 182.57 183.47 183.28 184.41 183.38 182.61 180.84 182.112 2 69 TEE REDUCTORA PVC JR 3" X 2" U 42.04 42.12 42.45 42.62 42.78 42.29 42.22 42.52 42.73 42.1 42.18 42.04 42.37 42.71 42.42 42.18 42.6 42.64 42.36 42.45 42.54 42.75 42.7 42.97 42.73 42.54 42.13 42.4312 2 70 TEE REDUCTORA PVC JR 4" X 2" U 63.83 63.95 64.44 64.71 64.95 64.21 64.09 64.55 64.88 63.91 64.03 63.83 64.33 64.85 64.41 64.04 64.67 64.73 64.31 64.45 64.58 64.9 64.83 65.23 64.87 64.59 63.96 64.4112 2 71 TEE REDUCTORA PVC JR 4"X 3" U 53.21 53.31 53.72 53.94 54.15 53.52 53.43 53.81 54.08 53.28 53.38 53.21 53.63 54.06 53.69 53.38 53.91 53.96 53.61 53.73 53.83 54.1 54.04 54.38 54.07 53.84 53.32 53.6912 2 72 BUSHIN REDUCTOR PVC JR 2"X11/2" U 2.86 2.87 2.89 2.9 2.91 2.88 2.87 2.89 2.91 2.86 2.87 2.86 2.88 2.91 2.89 2.87 2.9 2.9 2.88 2.89 2.89 2.91 2.91 2.92 2.91 2.89 2.87 2.8912 2 73 BUSHING REDUCTOR PVC JR 2"X 1½" U 2 2 2.02 2.03 2.04 2.01 2.01 2.02 2.03 2 2.01 2 2.02 2.03 2.02 2.01 2.03 2.03 2.02 2.02 2.02 2.03 2.03 2.04 2.03 2.02 2.01 2.0212 2 74 BUSHING REDUCTOR PVC JR 2½"X 2" U 6.95 6.96 7.02 7.05 7.07 6.99 6.98 7.03 7.06 6.96 6.97 6.95 7 7.06 7.01 6.97 7.04 7.05 7 7.02 7.03 7.07 7.06 7.1 7.06 7.03 6.97 7.0112 2 75 BUSHING REDUCTOR PVC JR 3"X 2" U 11.75 11.78 11.87 11.92 11.96 11.82 11.8 11.89 11.95 11.77 11.79 11.75 11.85 11.94 11.86 11.79 11.91 11.92 11.84 11.87 11.89 11.95 11.94 12.01 11.95 11.89 11.78 11.8612 2 76 BUSHING REDUCTOR PVC JR 3"X 2½" U 10.77 10.79 10.88 10.92 10.96 10.84 10.82 10.9 10.95 10.79 10.81 10.77 10.86 10.95 10.87 10.81 10.92 10.93 10.86 10.88 10.9 10.95 10.94 11.01 10.95 10.9 10.8 10.8712 2 77 BUSHING REDUCTOR PVC JR 4"X 2" U 17.09 17.12 17.25 17.32 17.39 17.19 17.16 17.28 17.37 17.11 17.14 17.09 17.22 17.36 17.24 17.15 17.32 17.33 17.22 17.26 17.29 17.38 17.36 17.47 17.37 17.29 17.13 17.2512 2 78 BUSHING REDUCTOR PVC JR 4"X2½" U 15.86 15.89 16.01 16.08 16.14 15.95 15.93 16.04 16.12 15.88 15.91 15.86 15.98 16.11 16 15.91 16.07 16.08 15.98 16.01 16.05 16.13 16.11 16.21 16.12 16.05 15.89 16.0112 2 79 BUSHING REDUCTOR PVC JR 4"X 3" U 18.41 18.44 18.59 18.66 18.73 18.52 18.49 18.62 18.71 18.43 18.47 18.41 18.55 18.7 18.58 18.47 18.65 18.67 18.55 18.59 18.63 18.72 18.7 18.81 18.71 18.63 18.45 18.5812 2 80 BUSHING REDUCTOR PVC JR 6"X 4" U 39.14 39.21 39.52 39.68 39.83 39.37 39.3 39.58 39.78 39.19 39.26 39.14 39.45 39.76 39.49 39.27 39.66 39.69 39.43 39.52 39.6 39.79 39.75 40 39.78 39.61 39.22 39.512 2 81 ABRAZADERA PVC 2"X1/2" U 12.96 12.99 13.09 13.14 13.19 13.04 13.02 13.11 13.18 12.98 13 12.96 13.07 13.17 13.08 13.01 13.14 13.15 13.06 13.09 13.12 13.18 13.17 13.25 13.17 13.12 12.99 13.0812 2 82 ABRAZADERA DOMICILIAR 2"X 3/4" U 14.23 14.26 14.37 14.43 14.49 14.32 14.29 14.39 14.47 14.25 14.28 14.23 14.35 14.46 14.36 14.28 14.42 14.44 14.34 14.37 14.4 14.47 14.46 14.55 14.47 14.4 14.26 14.3612 2 83 ABRAZADERA DOMICILIAR 3"X 3/4" U 18.2 18.24 18.38 18.45 18.53 18.31 18.28 18.41 18.5 18.23 18.26 18.2 18.35 18.49 18.37 18.26 18.44 18.46 18.34 18.38 18.42 18.51 18.49 18.6 18.5 18.42 18.24 18.3712 2 84 CURVA LARGA 11° A 35° PVC JR Í 2PUL U 17.55 17.59 17.72 17.8 17.86 17.66 17.63 17.75 17.84 17.58 17.61 17.55 17.69 17.83 17.71 17.61 17.79 17.8 17.69 17.72 17.76 17.85 17.83 17.94 17.84 17.76 17.59 17.7112 2 85 CURVA LARGA 11° A 35° PVC JR Í 3" U 27.23 27.28 27.5 27.61 27.71 27.4 27.35 27.54 27.68 27.27 27.32 27.23 27.45 27.67 27.48 27.32 27.59 27.62 27.44 27.5 27.55 27.69 27.66 27.83 27.68 27.56 27.29 27.4812 2 86 CURVA LARGA 11° A 35° PVC JR Í 4" U 40.1 40.17 40.49 40.65 40.81 40.34 40.27 40.55 40.76 40.15 40.23 40.1 40.41 40.74 40.46 40.23 40.63 40.67 40.4 40.49 40.57 40.77 40.73 40.98 40.75 40.58 40.18 40.4712 2 87 CURVA LARGA 55° A 85° PVC JR Í 2" U 17.55 17.59 17.72 17.8 17.86 17.66 17.63 17.75 17.84 17.58 17.61 17.55 17.69 17.83 17.71 17.61 17.79 17.8 17.69 17.72 17.76 17.85 17.83 17.94 17.84 17.76 17.59 17.7112 2 88 CURVA LARGA 55° A 85° PVC JR Í 3" U 27.23 27.28 27.5 27.61 27.71 27.4 27.35 27.54 27.68 27.27 27.32 27.23 27.45 27.67 27.48 27.32 27.59 27.62 27.44 27.5 27.55 27.69 27.66 27.83 27.68 27.56 27.29 27.48

12 2 89 CURVA LARGA 55° A 85° PVC JR Í 4" U 40.1 40.17 40.49 40.65 40.81 40.34 40.27 40.55 40.76 40.15 40.23 40.1 40.41 40.74 40.46 40.23 40.63 40.67 40.4 40.49 40.57 40.77 40.73 40.98 40.75 40.58 40.18 40.4712 2 90 CURVA LARGA 55° A 85° PVC JR Í 6" U 99.88 100.06 100.84 101.25 101.64 100.47 100.29 101 101.52 100.01 100.19 99.88 100.66 101.47 100.78 100.2 101.2 101.29 100.63 100.85 101.05 101.55 101.44 102.07 101.5 101.07 100.09 100.7912 2 91 TEE 4" PVC U 23.36 23.4 23.58 23.68 23.77 23.5 23.46 23.62 23.74 23.39 23.43 23.36 23.54 23.73 23.57 23.43 23.67 23.69 23.54 23.59 23.63 23.75 23.72 23.87 23.74 23.64 23.41 23.5712 2 92 REDUCTOR LISO DE 4"X2" P/A.P. PVC JC U 11.64 11.66 11.75 11.8 11.85 11.71 11.69 11.77 11.83 11.66 11.68 11.64 11.73 11.83 11.75 11.68 11.79 11.8 11.73 11.75 11.78 11.84 11.82 11.9 11.83 11.78 11.66 11.7512 2 93 VALVULA DE 3/4" CON FLOTADOR U 49.1 49.19 49.57 49.77 49.97 49.39 49.3 49.65 49.91 49.16 49.25 49.1 49.48 49.88 49.54 49.26 49.75 49.79 49.47 49.58 49.68 49.92 49.87 50.18 49.9 49.69 49.2 49.5512 2 94 UNIÓN LISA PVC Í ½" C/u 1.22 1.22 1.23 1.24 1.24 1.23 1.23 1.23 1.24 1.22 1.22 1.22 1.23 1.24 1.23 1.22 1.24 1.24 1.23 1.23 1.24 1.24 1.24 1.25 1.24 1.24 1.22 1.2312 2 95 ADAPTADOR HEMBRA PVC Í1¼" C/u 1.32 1.32 1.33 1.34 1.34 1.33 1.32 1.33 1.34 1.32 1.32 1.32 1.33 1.34 1.33 1.32 1.34 1.34 1.33 1.33 1.33 1.34 1.34 1.35 1.34 1.33 1.32 1.3312 2 96 ADAPATADOR H. PVC 6" C/u 34.13 34.19 34.46 34.6 34.73 34.33 34.27 34.51 34.69 34.17 34.24 34.13 34.4 34.67 34.44 34.24 34.58 34.61 34.39 34.46 34.53 34.7 34.66 34.88 34.68 34.54 34.2 34.4412 2 97 ADAPTADOR MACHO DE 3" PVC M 6.16 6.17 6.22 6.24 6.27 6.2 6.19 6.23 6.26 6.17 6.18 6.16 6.21 6.26 6.22 6.18 6.24 6.25 6.21 6.22 6.23 6.26 6.26 6.29 6.26 6.23 6.17 6.2212 2 98 ADAPTADOR HEMBRA PVC 4" C/u 9.13 9.14 9.21 9.25 9.29 9.18 9.16 9.23 9.28 9.14 9.15 9.13 9.2 9.27 9.21 9.15 9.25 9.25 9.19 9.21 9.23 9.28 9.27 9.33 9.27 9.23 9.14 9.2112 2 99 CODO 45 1/2" CPVC U 0.59 0.59 0.6 0.6 0.6 0.59 0.59 0.6 0.6 0.59 0.59 0.59 0.59 0.6 0.6 0.59 0.6 0.6 0.59 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.59 0.612 2 100 CODO LISO 45 PVC 4" JC C/u 22.11 22.15 22.32 22.41 22.5 22.24 22.2 22.36 22.47 22.14 22.18 22.11 22.28 22.46 22.31 22.18 22.4 22.42 22.28 22.32 22.37 22.48 22.45 22.59 22.47 22.37 22.16 22.3112 2 101 CRUZ LISA PVC Í 3/4" C/u 3.7 3.7 3.73 3.75 3.76 3.72 3.71 3.74 3.76 3.7 3.71 3.7 3.73 3.76 3.73 3.71 3.75 3.75 3.73 3.73 3.74 3.76 3.76 3.78 3.76 3.74 3.71 3.7312 2 102 TEE REDUCTORA PVC 2"X1/2" C/u 5.08 5.09 5.13 5.15 5.17 5.11 5.1 5.14 5.16 5.09 5.1 5.08 5.12 5.16 5.13 5.1 5.15 5.15 5.12 5.13 5.14 5.16 5.16 5.19 5.16 5.14 5.09 5.1312 2 103 UNIÓN 1/2" CPVC U 0.29 0.29 0.29 0.29 0.3 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.3 0.29 0.29 0.29 0.2912 2 104 CODO PVC 1/2" S/MATERIAL C/u 2.13 2.13 2.15 2.16 2.17 2.14 2.14 2.15 2.16 2.13 2.14 2.13 2.15 2.16 2.15 2.14 2.16 2.16 2.15 2.15 2.15 2.17 2.16 2.18 2.16 2.16 2.13 2.1512 2 105 CODO PVC C/R 1/2" S/MATERIAL C/u 2.13 2.13 2.15 2.16 2.17 2.14 2.14 2.15 2.16 2.13 2.14 2.13 2.15 2.16 2.15 2.14 2.16 2.16 2.15 2.15 2.15 2.17 2.16 2.18 2.16 2.16 2.13 2.1512 2 106 Suministro e instalación de curva de pvc JC 3X90° C/u 4.07 4.07 4.11 4.12 4.14 4.09 4.08 4.11 4.13 4.07 4.08 4.07 4.1 4.13 4.1 4.08 4.12 4.12 4.1 4.11 4.11 4.14 4.13 4.16 4.13 4.12 4.08 4.112 2 107 CODO LISO PVC 1/2 U 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.3912 2 108 CODO LISO 45 PVC 3" JC C/u 8.24 8.25 8.32 8.35 8.39 8.29 8.27 8.33 8.38 8.25 8.27 8.24 8.3 8.37 8.31 8.27 8.35 8.36 8.3 8.32 8.34 8.38 8.37 8.42 8.37 8.34 8.26 8.3212 2 109 CODO PVC 2"X90 S/MATERIAL C/u 2.43 2.43 2.45 2.46 2.47 2.44 2.44 2.46 2.47 2.43 2.44 2.43 2.45 2.47 2.45 2.44 2.46 2.46 2.45 2.45 2.46 2.47 2.47 2.48 2.47 2.46 2.44 2.4512 2 110 TEE C/ROSCA DE 1/2PUL C/u 0.94 0.94 0.95 0.95 0.96 0.95 0.94 0.95 0.96 0.94 0.94 0.94 0.95 0.96 0.95 0.94 0.95 0.95 0.95 0.95 0.95 0.96 0.96 0.96 0.96 0.95 0.94 0.9512 2 111 CODO 90GRADOS PVC DE 1/2PUL C/ROSCA C/u 6.37 6.38 6.43 6.46 6.48 6.41 6.4 6.44 6.48 6.38 6.39 6.37 6.42 6.47 6.43 6.39 6.45 6.46 6.42 6.43 6.45 6.48 6.47 6.51 6.47 6.45 6.38 6.4312 2 112 TAPON MACHO C/ROSCA PVC 1/2PUL C/u 4.92 4.93 4.97 4.99 5.01 4.95 4.94 4.98 5 4.93 4.94 4.92 4.96 5 4.97 4.94 4.99 4.99 4.96 4.97 4.98 5 5 5.03 5 4.98 4.93 4.9712 2 113 TAPÓN HEMBRA LISO PVC Í 2½" C/u 9 9.02 9.09 9.13 9.16 9.06 9.04 9.1 9.15 9.01 9.03 9 9.07 9.15 9.08 9.03 9.12 9.13 9.07 9.09 9.11 9.15 9.14 9.2 9.15 9.11 9.02 9.0812 2 114 TAPÓN HEMBRA 1/2" CPVC U 0.65 0.65 0.66 0.66 0.66 0.65 0.65 0.66 0.66 0.65 0.65 0.65 0.66 0.66 0.66 0.65 0.66 0.66 0.65 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.65 0.6612 2 115 TAPON MACHO C/ROSCA 3/4PUL C/u 4.78 4.79 4.83 4.85 4.87 4.81 4.8 4.83 4.86 4.79 4.8 4.78 4.82 4.86 4.82 4.8 4.84 4.85 4.82 4.83 4.84 4.86 4.86 4.89 4.86 4.84 4.79 4.8212 2 116 TAPÓN MACHO C/ROSCA PVC Í 2" C/u 6.54 6.56 6.61 6.63 6.66 6.58 6.57 6.62 6.65 6.55 6.56 6.54 6.6 6.65 6.6 6.57 6.63 6.64 6.59 6.61 6.62 6.65 6.65 6.69 6.65 6.62 6.56 6.612 2 117 TAPÓN HEMBRA C/ROSCA PVC Í 2" C/u 5.53 5.54 5.59 5.61 5.63 5.57 5.56 5.6 5.63 5.54 5.55 5.53 5.58 5.62 5.58 5.55 5.61 5.61 5.58 5.59 5.6 5.63 5.62 5.66 5.62 5.6 5.55 5.5912 2 118 BUSHING REDUCTOR PVC JR 6X2 PUL C/u 32.72 32.78 33.04 33.17 33.3 32.92 32.86 33.09 33.26 32.77 32.83 32.72 32.98 33.24 33.02 32.83 33.16 33.19 32.97 33.04 33.11 33.27 33.23 33.44 33.25 33.11 32.79 33.0212 2 119 BUSHING REDUCTOR PVC LISO ° 1 A 3/4 C/u 0.74 0.74 0.75 0.75 0.75 0.74 0.74 0.75 0.75 0.74 0.74 0.74 0.74 0.75 0.74 0.74 0.75 0.75 0.74 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.74 0.7412 2 120 BUSHING REDUCTOR LISO Í 2"X 3/4"PVC JC C/u 2.26 2.26 2.28 2.29 2.3 2.27 2.27 2.28 2.3 2.26 2.27 2.26 2.28 2.3 2.28 2.27 2.29 2.29 2.28 2.28 2.29 2.3 2.29 2.31 2.3 2.29 2.26 2.2812 2 121 BUSHIN REDUCTOR LISO 2X11/2" PVC JC C/u 2 2 2.02 2.03 2.04 2.01 2.01 2.02 2.03 2 2.01 2 2.02 2.03 2.02 2.01 2.03 2.03 2.02 2.02 2.02 2.03 2.03 2.04 2.03 2.02 2.01 2.0212 2 122 BUSHING REDUCTOR LISO Í 2½"X 1¼" PVC JC C/u 1.75 1.75 1.76 1.77 1.78 1.76 1.75 1.77 1.78 1.75 1.75 1.75 1.76 1.78 1.76 1.75 1.77 1.77 1.76 1.76 1.77 1.78 1.78 1.79 1.78 1.77 1.75 1.7612 2 123 TEE LISA PVC ° 1-1/2 JR C/u 5.32 5.33 5.37 5.39 5.41 5.35 5.34 5.38 5.41 5.33 5.34 5.32 5.36 5.4 5.37 5.34 5.39 5.39 5.36 5.37 5.38 5.41 5.4 5.44 5.41 5.38 5.33 5.3712 2 124 TEE REDUCTORA PVC JR 6"X 2" C/u 131.23 131.47 132.49 133.03 133.54 132.01 131.77 132.7 133.38 131.4 131.64 131.23 132.25 133.32 132.41 131.65 132.96 133.08 132.22 132.5 132.77 133.42 133.28 134.11 133.36 132.79 131.51 132.4312 2 125 TEE REDUCTORA PVC JR 6"X 3" C/u 133.28 133.52 134.56 135.11 135.63 134.07 133.83 134.77 135.47 133.45 133.69 133.28 134.32 135.4 134.48 133.71 135.04 135.16 134.28 134.57 134.84 135.51 135.36 136.2 135.44 134.87 133.56 134.4912 2 126 BUSHING REDUCTOR PVC JR 3"X1"Y 3"X11/2" C/u 13.3 13.32 13.42 13.48 13.53 13.37 13.35 13.44 13.51 13.31 13.34 13.3 13.4 13.51 13.42 13.34 13.47 13.48 13.4 13.42 13.45 13.52 13.5 13.59 13.51 13.45 13.32 13.4212 2 127 BUSHIN REDUCTOR PVC JR 2"X11/4" C/u 3.87 3.88 3.91 3.92 3.94 3.89 3.89 3.91 3.93 3.88 3.88 3.87 3.9 3.93 3.91 3.88 3.92 3.93 3.9 3.91 3.92 3.94 3.93 3.96 3.93 3.92 3.88 3.9112 2 128 BUSHING REDUCTOR PVC JR 4"X1" C/u 14.54 14.57 14.68 14.74 14.8 14.63 14.6 14.7 14.78 14.56 14.59 14.54 14.65 14.77 14.67 14.59 14.73 14.75 14.65 14.68 14.71 14.78 14.77 14.86 14.78 14.71 14.57 14.6712 2 129 BUSHING REDUCTOR PVC JR 4"X11/4" C/u 14.54 14.57 14.68 14.74 14.8 14.63 14.6 14.7 14.78 14.56 14.59 14.54 14.65 14.77 14.67 14.59 14.73 14.75 14.65 14.68 14.71 14.78 14.77 14.86 14.78 14.71 14.57 14.6712 2 130 ABRAZADERA DOMICILIAR 21/2"X 3/4" C/u 16.68 16.71 16.84 16.91 16.98 16.78 16.75 16.87 16.96 16.71 16.74 16.68 16.81 16.95 16.83 16.74 16.9 16.92 16.81 16.85 16.88 16.96 16.94 17.05 16.95 16.88 16.72 16.8412 2 131 ABRAZADERA DOMICILIAR 4"X 3/4" C/u 23.85 23.89 24.08 24.18 24.27 23.99 23.95 24.12 24.24 23.88 23.92 23.85 24.04 24.23 24.07 23.93 24.17 24.19 24.03 24.08 24.13 24.25 24.22 24.37 24.24 24.13 23.9 24.0712 2 132 TEE REDUCTORA 2X1 PULG. PVC JC C/u 5.72 5.73 5.77 5.79 5.82 5.75 5.74 5.78 5.81 5.72 5.73 5.72 5.76 5.81 5.77 5.73 5.79 5.8 5.76 5.77 5.78 5.81 5.81 5.84 5.81 5.78 5.73 5.7712 2 133 ADAPTADOR MACHO PVC ° 1-1/2 (SOLO MATERIAL) C/u 1.11 1.11 1.12 1.13 1.13 1.12 1.11 1.12 1.13 1.11 1.11 1.11 1.12 1.13 1.12 1.11 1.12 1.13 1.12 1.12 1.12 1.13 1.13 1.13 1.13 1.12 1.11 1.1212 2 134 ADAPTADOR MACHO PVC ° 1 (SOLO MATERIAL) C/u 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.51 0.5 0.5 0.5 0.512 2 135 ADAPTADOR MACHO PVC ° 1-1/4 (SOLO MATERIAL) C/u 0.84 0.84 0.85 0.85 0.86 0.85 0.85 0.85 0.86 0.84 0.85 0.84 0.85 0.86 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.86 0.86 0.86 0.86 0.85 0.84 0.8512 2 136 ADAPTADOR MACHO PVC 3/4 PUL (SOLO MATERIAL) C/u 0.31 0.31 0.32 0.32 0.32 0.31 0.31 0.32 0.32 0.31 0.31 0.31 0.31 0.32 0.32 0.31 0.32 0.32 0.31 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.31 0.3212 2 137 CURVA LARGA 11° A 35° PVC JR 6PUL C/u 96.06 96.24 96.99 97.38 97.76 96.63 96.46 97.14 97.64 96.19 96.36 96.06 96.81 97.59 96.93 96.37 97.33 97.42 96.78 97 97.19 97.67 97.56 98.17 97.62 97.21 96.27 96.9412 2 138 CURVA LARGA 11º A 45º PVC JR ° 2-1/2 PULG. C/u 11.96 11.98 12.07 12.12 12.17 12.03 12.01 12.09 12.16 11.97 12 11.96 12.05 12.15 12.07 12 12.12 12.13 12.05 12.08 12.1 12.16 12.15 12.22 12.15 12.1 11.98 12.0712 2 139 CURVA 22X2" PVC C/u 5.43 5.44 5.48 5.5 5.53 5.46 5.45 5.49 5.52 5.44 5.45 5.43 5.47 5.52 5.48 5.45 5.5 5.51 5.47 5.48 5.49 5.52 5.52 5.55 5.52 5.5 5.44 5.4812 2 140 CURVA 22X3" PVC C/u 8.5 8.52 8.58 8.62 8.65 8.55 8.54 8.6 8.64 8.51 8.53 8.5 8.57 8.64 8.58 8.53 8.61 8.62 8.56 8.58 8.6 8.64 8.63 8.69 8.64 8.6 8.52 8.5812 2 141 CURVA 22X4" PVC C/u 12.36 12.38 12.48 12.53 12.58 12.43 12.41 12.5 12.56 12.38 12.4 12.36 12.46 12.56 12.47 12.4 12.52 12.53 12.45 12.48 12.51 12.57 12.55 12.63 12.56 12.51 12.39 12.4712 2 142 CURVA 22X6" PVC C/u 37.15 37.22 37.51 37.66 37.8 37.37 37.3 37.57 37.76 37.2 37.27 37.15 37.44 37.74 37.48 37.27 37.64 37.67 37.43 37.51 37.59 37.77 37.73 37.96 37.75 37.59 37.23 37.4912 2 143 CRUZ REDUCTORA DE 4"X 2" PVC JR C/u 22.1 22.14 22.31 22.4 22.49 22.23 22.19 22.35 22.46 22.13 22.17 22.1 22.27 22.45 22.3 22.17 22.39 22.41 22.27 22.32 22.36 22.47 22.45 22.58 22.46 22.36 22.15 22.312 2 144 BUSHING REDUCTOR DE 2-1/2X1-1/4 JR C/u 6.69 6.7 6.75 6.78 6.81 6.73 6.72 6.76 6.8 6.7 6.71 6.69 6.74 6.8 6.75 6.71 6.78 6.78 6.74 6.75 6.77 6.8 6.79 6.84 6.8 6.77 6.7 6.7512 2 145 ENTRONQUE Í2"PVC(EXIST) X Í2"PVC A INSTALAR C/TEE C/u 65.75 57.42 57.87 58.1 58.32 57.65 57.55 57.96 58.25 57.39 57.49 57.32 57.76 58.23 57.83 57.5 58.07 58.12 57.74 57.87 57.99 58.27 58.21 58.57 58.24 58 57.44 57.8412 2 146 ENTRONQUE Í2"HO.FO.(EXIST)XÍ2"PVC A INSTALAR C/TEE C/u 195.14 187.04 188.5 189.26 189.99 187.81 187.47 188.8 189.77 186.95 187.28 186.71 188.16 189.67 188.39 187.3 189.17 189.34 188.11 188.52 188.89 189.82 189.62 190.79 189.73 188.93 187.1 188.412 2 147 ENTRONQUE Í2"PVC(EXIST) X Í2"PVC A INSTALAR A TOPE C/u 29.29 20.89 21.06 21.14 21.22 20.98 20.94 21.09 21.2 20.88 20.92 20.86 21.02 21.19 21.04 20.92 21.13 21.15 21.01 21.06 21.1 21.2 21.18 21.31 21.19 21.1 20.9 21.0412 2 148 ENTRONQUE Í3"HO.FO.(EXIST)XÍ2"PVC A INSTALAR C/TEE C/u 262.58 254.6 256.59 257.63 258.62 255.64 255.19 256.99 258.31 254.48 254.93 254.15 256.13 258.19 256.43 254.96 257.5 257.73 256.05 256.61 257.12 258.39 258.11 259.71 258.26 257.17 254.68 256.4612 2 149 ENTRONQUE Í3"HO.FO.(EXIST)XÍ3"PVC A INSTALAR C/TEE C/u 273.17 273.66 275.79 276.91 277.98 274.78 274.29 276.23 277.65 273.53 274.02 273.17 275.3 277.52 275.63 274.05 276.78 277.02 275.22 275.82 276.37 277.73 277.43 279.15 277.6 276.42 273.75 275.6612 2 150 ENTRONQUE Í4"HO.FO.(EXIST)XÍ2"PVC A INSTALAR C/TEE C/u 187.59 179.48 180.88 181.61 182.31 180.21 179.89 181.16 182.09 179.39 179.71 179.16 180.55 182 180.77 179.73 181.52 181.68 180.5 180.89 181.25 182.15 181.95 183.08 182.06 181.29 179.53 180.7912 2 151 ENTRONQUE Í4"PVC(EXIST) X Í2"PVC A INSTALAR A TOPE C/u 32.21 23.82 24 24.1 24.19 23.92 23.87 24.04 24.16 23.81 23.85 23.78 23.96 24.15 23.99 23.85 24.09 24.11 23.95 24.01 24.05 24.17 24.15 24.3 24.16 24.06 23.82 23.9912 2 152 ENTRONQUE Í4"HO.FO.(EXIST)XÍ2"PVC INSTALADA A TOPE C/u 121.21 112.98 113.86 114.32 114.76 113.44 113.24 114.04 114.62 112.92 113.12 112.78 113.65 114.57 113.79 113.14 114.26 114.37 113.62 113.87 114.09 114.66 114.53 115.24 114.6 114.12 113.01 113.812 2 153 ENTRONQUE Í4"HO.FO.(EXIST)XÍ4"PVC A INSTALAR C/TEE C/u 269.49 269.97 272.07 273.18 274.23 271.08 270.59 272.5 273.9 269.84 270.32 269.49 271.59 273.77 271.91 270.35 273.04 273.28 271.51 272.1 272.64 273.99 273.69 275.39 273.85 272.69 270.05 271.9412 2 154 ENTRONQUE Í6"PVC(EXIST) X Í4"PVC A INSTALAR C/TEE C/u 422.77 423.53 426.82 428.56 430.21 425.26 424.5 427.5 429.7 423.31 424.08 422.77 426.06 429.49 426.57 424.12 428.35 428.73 425.94 426.87 427.71 429.83 429.36 432.02 429.61 427.8 423.65 426.6112 2 155 ENTRONQUE Í6"HO.FO.(EXIST)XÍ4"PVC A INSTALAR C/TEE C/u 542.72 543.69 547.93 550.15 552.27 545.92 544.94 548.79 551.62 543.42 544.4 542.72 546.95 551.34 547.6 544.45 549.88 550.37 546.79 547.98 549.06 551.78 551.18 554.6 551.51 549.17 543.85 547.6512 2 156 ENTRONQUE Í6"HO.FO.(EXIST)XÍ6"PVC A INSTALAR C/TEE C/u 616.88 617.99 622.8 625.33 627.74 620.52 619.41 623.79 627 617.68 618.79 616.88 621.69 626.69 622.43 618.86 625.03 625.58 621.51 622.87 624.1 627.18 626.51 630.39 626.88 624.22 618.18 622.512 2 157 ENTRONQUE Í8"HO.FO.(EXIST)XÍ2"PVC A INSTALAR C/TEE C/u 414.38 406.68 409.84 411.51 413.09 408.34 407.61 410.49 412.6 406.47 407.2 405.95 409.11 412.4 409.6 407.24 411.3 411.67 408.99 409.88 410.69 412.72 412.28 414.84 412.52 410.78 406.8 409.6412 2 158 ENTRONQUE Í8"PVC(EXIST) X Í4"PVC A INSTALAR C/TEE C/u 560.83 561.84 566.21 568.51 570.7 564.14 563.13 567.11 570.03 561.56 562.57 560.83 565.21 569.75 565.88 562.62 568.23 568.74 565.04 566.27 567.39 570.2 569.58 573.11 569.92 567.5 562.01 565.9312 2 159 Adaptador macho PCV de 1/2" C/u 0.47 0.47 0.48 0.48 0.48 0.48 0.47 0.48 0.48 0.47 0.47 0.47 0.48 0.48 0.48 0.47 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.47 0.4812 2 160 TAPÓN HEMBRA CON ROSCA PVC Ø=3" C/u 1.5 1.5 1.51 1.52 1.53 1.51 1.51 1.52 1.52 1.5 1.5 1.5 1.51 1.52 1.51 1.5 1.52 1.52 1.51 1.51 1.52 1.53 1.52 1.53 1.52 1.52 1.5 1.5112 2 168 Tee lisa de PVC de 2" JC C/u 3.83 3.84 3.87 3.88 3.9 3.85 3.84 3.87 3.89 3.83 3.84 3.83 3.86 3.89 3.86 3.84 3.88 3.88 3.86 3.87 3.87 3.89 3.89 3.91 3.89 3.87 3.84 3.8612 2 176 VALVULA C/FLOTADOR 1" U 69.32 69.45 69.99 70.27 70.54 69.73 69.61 70.1 70.46 69.41 69.54 69.32 69.86 70.42 69.95 69.54 70.24 70.3 69.84 69.99 70.13 70.48 70.4 70.84 70.44 70.15 69.47 69.9512 2 177 ADAPTADOR MACHO C/ROSCA PVC 2-1/2" U 6.64 6.65 6.7 6.73 6.76 6.68 6.67 6.71 6.75 6.65 6.66 6.64 6.69 6.75 6.7 6.66 6.73 6.73 6.69 6.7 6.72 6.75 6.74 6.79 6.75 6.72 6.65 6.712 2 178 Crucero pvc de 1/2 C/u 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.1212 2 179 Union universal de PVC DE 1 1/2" U 26.44 26.48 26.69 26.8 26.9 26.59 26.54 26.73 26.87 26.47 26.52 26.44 26.64 26.86 26.67 26.52 26.78 26.81 26.63 26.69 26.75 26.88 26.85 27.02 26.86 26.75 26.49 26.6812 2 180 TEE Reductora Tipo Campana JC de 1 1/2" a 3/4" U 3.56 3.57 3.59 3.61 3.62 3.58 3.57 3.6 3.62 3.56 3.57 3.56 3.59 3.62 3.59 3.57 3.61 3.61 3.59 3.59 3.6 3.62 3.61 3.64 3.62 3.6 3.57 3.5912 2 181 Suministro e instalación de codo de pvc JC 2X45° U 1.48 1.48 1.49 1.5 1.5 1.49 1.48 1.49 1.5 1.48 1.48 1.48 1.49 1.5 1.49 1.48 1.5 1.5 1.49 1.49 1.49 1.5 1.5 1.51 1.5 1.49 1.48 1.4912 2 182 Union universal de PVC DE 2" c/rosca C/u 34.4 34.46 34.73 34.87 35.01 34.61 34.54 34.79 34.97 34.45 34.51 34.4 34.67 34.95 34.71 34.51 34.86 34.89 34.66 34.74 34.8 34.98 34.94 35.16 34.96 34.81 34.47 34.7212 2 183 Curva PVC 1 1/2" C/u 1.55 1.56 1.57 1.57 1.58 1.56 1.56 1.57 1.58 1.55 1.56 1.55 1.57 1.58 1.57 1.56 1.57 1.57 1.56 1.57 1.57 1.58 1.58 1.59 1.58 1.57 1.56 1.5712 2 184 TEE Reductora lisa JC de 1 1/2" a 1/2" U 3.46 3.46 3.49 3.51 3.52 3.48 3.47 3.5 3.52 3.46 3.47 3.46 3.49 3.51 3.49 3.47 3.5 3.51 3.49 3.49 3.5 3.52 3.51 3.53 3.51 3.5 3.47 3.4912 2 185 Union lisa de PVC DE 2" U 2.28 2.28 2.3 2.31 2.32 2.29 2.29 2.3 2.32 2.28 2.29 2.28 2.3 2.32 2.3 2.29 2.31 2.31 2.3 2.3 2.31 2.32 2.31 2.33 2.32 2.31 2.28 2.312 2 186 Union lisa de PVC DE 1 1/2" U 1.73 1.73 1.75 1.75 1.76 1.74 1.74 1.75 1.76 1.73 1.73 1.73 1.74 1.76 1.74 1.73 1.75 1.75 1.74 1.75 1.75 1.76 1.76 1.77 1.76 1.75 1.73 1.7412 2 187 Abrazadera domiciliar de 3" x 1/2" U 10.9 10.92 11 11.05 11.09 10.96 10.94 11.02 11.08 10.91 10.93 10.9 10.99 11.07 11 10.94 11.04 11.05 10.98 11.01 11.03 11.08 11.07 11.14 11.08 11.03 10.92 1112 2 188 TEE Reductora lisa JC de 1 1/4" a 1/2" U 2.97 2.98 3 3.01 3.03 2.99 2.98 3.01 3.02 2.98 2.98 2.97 3 3.02 3 2.98 3.01 3.01 3 3 3.01 3.02 3.02 3.04 3.02 3.01 2.98 312 2 189 Adaptador Macho 1" PVC c/ rosca U 1.1 1.1 1.11 1.12 1.12 1.11 1.11 1.11 1.12 1.1 1.1 1.1 1.11 1.12 1.11 1.1 1.12 1.12 1.11 1.11 1.11 1.12 1.12 1.13 1.12 1.11 1.1 1.1112 2 190 Cabo brida PVC 2 1/2" U 44.68 44.76 45.11 45.3 45.47 44.95 44.87 45.18 45.42 44.74 44.82 44.68 45.03 45.39 45.09 44.83 45.27 45.31 45.02 45.12 45.21 45.43 45.38 45.66 45.41 45.22 44.78 45.0912 2 191 Cabo brida PVC 2 " C/u 22.71 22.75 22.93 23.02 23.11 22.84 22.8 22.96 23.08 22.74 22.78 22.71 22.89 23.07 22.91 22.78 23.01 23.03 22.88 22.93 22.98 23.09 23.06 23.21 23.08 22.98 22.76 22.9212 2 192 Cabo brida PVC 3" C/u 24.3 24.34 24.53 24.63 24.72 24.44 24.4 24.57 24.69 24.33 24.37 24.3 24.49 24.68 24.51 24.37 24.62 24.64 24.48 24.53 24.58 24.7 24.68 24.83 24.69 24.59 24.35 24.5212 2 193 SUMINISTRO E INSTALACION DE TEE REDUCTORA PVC Í 2" X 1 1/2" (Incluye el uso de bushing reductor) C/u 29.23 29.28 29.51 29.63 29.74 29.4 29.35 29.56 29.71 29.27 29.32 29.23 29.46 29.69 29.49 29.32 29.62 29.64 29.45 29.51 29.57 29.72 29.69 29.87 29.7 29.58 29.29 29.512 2 194 SUMINISTRO E INSTALACION DE TEE REDUCTORA PVC Í 2" X 1 1/4" (Incluye uso de bushing reductor) C/u 30.34 30.39 30.63 30.76 30.87 30.52 30.46 30.68 30.84 30.38 30.43 30.34 30.58 30.82 30.61 30.44 30.74 30.77 30.57 30.63 30.7 30.85 30.81 31 30.83 30.7 30.4 30.6212 2 195 CABO BRIDA DE PVC Í 4" SCH 40. (suministro e intalacion) C/u 64.37 64.49 64.99 65.25 65.51 64.75 64.64 65.09 65.43 64.46 64.57 64.37 64.87 65.4 64.95 64.58 65.22 65.28 64.86 65 65.13 65.45 65.38 65.78 65.41 65.14 64.51 64.9612 2 196 SUMINISTRO Y COLOCACION DE UNION REPARACION PVC DE 4" JR C/u 53.95 54.05 54.47 54.69 54.9 54.27 54.17 54.56 54.84 54.02 54.12 53.95 54.37 54.81 54.44 54.12 54.66 54.71 54.36 54.48 54.58 54.85 54.79 55.13 54.83 54.59 54.07 54.4412 2 197 Sum. e instalacion de crucero PVC de 1 1/2" C/u 4.63 4.64 4.67 4.69 4.71 4.66 4.65 4.68 4.71 4.64 4.64 4.63 4.67 4.7 4.67 4.65 4.69 4.7 4.67 4.68 4.68 4.71 4.7 4.73 4.71 4.69 4.64 4.6712 2 198 TAPÓN HEMBRA CON ROSCA PVC ø 4" C/u 24.1 24.14 24.33 24.43 24.52 24.24 24.2 24.37 24.49 24.13 24.17 24.1 24.29 24.48 24.32 24.18 24.42 24.44 24.28 24.33 24.38 24.5 24.47 24.63 24.49 24.38 24.15 24.3212 2 199 CURVA PVC A 22o. DE 1" DIAM. C/u 6.61 6.62 6.67 6.7 6.72 6.64 6.63 6.68 6.71 6.61 6.63 6.61 6.66 6.71 6.66 6.63 6.69 6.7 6.65 6.67 6.68 6.72 6.71 6.75 6.71 6.68 6.62 6.6712 3 1 Tuberia de HO.GO. ½" con rosca M 2.4 2.4 2.42 2.43 2.44 2.41 2.41 2.42 2.44 2.4 2.4 2.4 2.42 2.43 2.42 2.4 2.43 2.43 2.41 2.42 2.42 2.44 2.43 2.45 2.44 2.42 2.4 2.4212 3 2 Tuberia de HO.GO. c/ rosca 3/4" M 2.91 2.92 2.94 2.95 2.96 2.93 2.92 2.94 2.96 2.91 2.92 2.91 2.93 2.96 2.94 2.92 2.95 2.95 2.93 2.94 2.94 2.96 2.96 2.97 2.96 2.94 2.92 2.94

12 3 3 Tuberia de HO.GO. c/rosca 1" M 4.6 4.61 4.64 4.66 4.68 4.63 4.62 4.65 4.68 4.61 4.61 4.6 4.64 4.67 4.64 4.61 4.66 4.66 4.63 4.64 4.65 4.68 4.67 4.7 4.67 4.65 4.61 4.6412 3 12 TUBERIA HO. GO. DE 4" S/MATERIAL C/u 147.32 147.58 148.73 149.33 149.91 148.18 147.92 148.97 149.73 147.51 147.77 147.32 148.46 149.66 148.64 147.79 149.26 149.39 148.42 148.74 149.04 149.78 149.61 150.54 149.7 149.07 147.62 148.6612 3 13 TUBERIA HO. GO. DE 3" S/MATERIAL C/u 108.92 109.11 109.96 110.41 110.83 109.56 109.36 110.14 110.7 109.06 109.26 108.92 109.77 110.65 109.9 109.27 110.36 110.45 109.73 109.97 110.19 110.74 110.62 111.3 110.68 110.21 109.15 109.9112 3 15 Tubería de HoGo Ø=1¼" Cédula 40 Incluye accesorios M 8.57 8.59 8.65 8.69 8.72 8.62 8.61 8.67 8.71 8.58 8.6 8.57 8.64 8.71 8.65 8.6 8.68 8.69 8.64 8.65 8.67 8.71 8.71 8.76 8.71 8.67 8.59 8.6512 3 28 Reinstalación de tubería de HoGo o PVC Ø 1" hasta 2" M 3.04 3.05 3.07 3.08 3.1 3.06 3.05 3.08 3.09 3.05 3.05 3.04 3.07 3.09 3.07 3.05 3.08 3.08 3.06 3.07 3.08 3.09 3.09 3.11 3.09 3.08 3.05 3.0712 3 29 COLUMNA DE HIERRO GALVANIZADO ø 6" PARA PASO AÉREO C/u 305.93 306.48 308.87 310.12 311.31 307.75 307.17 309.36 310.94 306.33 306.87 305.93 308.31 310.79 308.69 306.9 309.96 310.24 308.23 308.9 309.52 311.02 310.69 312.63 310.88 309.57 306.57 308.7212 3 30 Suministro e instalación de HoGo A-53 Ced 40 roscado y coplado Ø=6" M 51.44 51.53 51.93 52.15 52.35 51.74 51.65 52.02 52.28 51.51 51.6 51.44 51.84 52.26 51.9 51.61 52.12 52.17 51.83 51.94 52.04 52.3 52.24 52.57 52.27 52.05 51.55 51.9112 3 31 Sum/inst de columna de succión de bomba de HoGo Ø=2" incluye válvula check vertical de 2" C-300 M 11.51 11.53 11.62 11.67 11.71 11.58 11.55 11.64 11.7 11.52 11.54 11.51 11.6 11.69 11.61 11.54 11.66 11.67 11.59 11.62 11.64 11.7 11.69 11.76 11.69 11.64 11.53 11.6112 3 32 Tubería de HoGo Ø=1½" Cédula 30 incluye accesorios M 7.24 7.25 7.31 7.34 7.37 7.28 7.27 7.32 7.36 7.25 7.26 7.24 7.3 7.36 7.31 7.27 7.34 7.34 7.3 7.31 7.33 7.36 7.35 7.4 7.36 7.33 7.26 7.3112 3 33 Tubería de HoGo Ø=3" Cédula 30 incluye accesorios M 17.71 17.74 17.88 17.95 18.02 17.82 17.78 17.91 18 17.73 17.77 17.71 17.85 17.99 17.87 17.77 17.95 17.96 17.85 17.88 17.92 18.01 17.99 18.1 18 17.92 17.75 17.8712 3 34 Tubería de HoGo Ø=2" Cédula 30 incluye accesorios M 7.63 7.65 7.71 7.74 7.77 7.68 7.66 7.72 7.76 7.64 7.66 7.63 7.69 7.75 7.7 7.66 7.73 7.74 7.69 7.71 7.72 7.76 7.75 7.8 7.76 7.72 7.65 7.712 3 35 Tubería de HoGo Ø=4" c/rosca cédula 40 incluye accesorios M 31.79 31.85 32.1 32.23 32.35 31.98 31.92 32.15 32.32 31.84 31.89 31.79 32.04 32.3 32.08 31.9 32.21 32.24 32.03 32.1 32.17 32.33 32.29 32.49 32.31 32.17 31.86 32.0812 3 36 Tubería de HoGo Ø=3" c/rosca cédula 40 incluye accesorios M 20.43 20.47 20.63 20.71 20.79 20.55 20.52 20.66 20.77 20.46 20.5 20.43 20.59 20.76 20.62 20.5 20.7 20.72 20.59 20.63 20.67 20.78 20.75 20.88 20.77 20.68 20.48 20.6212 3 37 Tubería de HoGo Ø=2" c/rosca cédula 40 incluye accesorios M 10.79 10.81 10.9 10.94 10.98 10.86 10.84 10.91 10.97 10.81 10.82 10.79 10.88 10.96 10.89 10.83 10.93 10.94 10.87 10.9 10.92 10.97 10.96 11.03 10.97 10.92 10.81 10.8912 3 38 Tubería de HoGo Ø=1" c/rosca cédula 30 incluye accesorios M 5.85 5.86 5.9 5.93 5.95 5.88 5.87 5.91 5.94 5.85 5.86 5.85 5.89 5.94 5.9 5.86 5.92 5.93 5.89 5.9 5.91 5.94 5.94 5.97 5.94 5.91 5.86 5.912 3 39 Tubería de HoGo Ø=2 ½" c/rosca cédula 30 incluye accesorios M 14.88 14.9 15.02 15.08 15.14 14.96 14.94 15.04 15.12 14.9 14.92 14.88 14.99 15.11 15.01 14.92 15.07 15.09 14.99 15.02 15.05 15.12 15.11 15.2 15.12 15.05 14.91 15.0112 3 40 Tubería de HoGo Ø=1" c/rosca cédula 40 incluye accesorios M 6.32 6.33 6.38 6.41 6.43 6.36 6.35 6.39 6.42 6.33 6.34 6.32 6.37 6.42 6.38 6.34 6.4 6.41 6.37 6.38 6.39 6.42 6.42 6.46 6.42 6.39 6.33 6.3812 3 41 Tubería de HoGo Ø=1½" Cédula 40 incluye accesorios M 8.99 9 9.07 9.11 9.15 9.04 9.02 9.09 9.13 9 9.01 8.99 9.06 9.13 9.07 9.02 9.11 9.11 9.05 9.07 9.09 9.14 9.13 9.18 9.13 9.09 9.01 9.0712 3 42 Tubería de HoGo Ø=2½" Cédula 40 incluye accesorios M 17 17.03 17.17 17.24 17.3 17.1 17.07 17.19 17.28 17.03 17.06 17 17.14 17.27 17.16 17.06 17.23 17.24 17.13 17.17 17.2 17.29 17.27 17.38 17.28 17.21 17.04 17.1612 3 43 Reinstalación de tubería de HoGo o PVC Ø 2½" hasta 4" M 5.04 5.05 5.09 5.11 5.13 5.07 5.07 5.1 5.13 5.05 5.06 5.04 5.08 5.12 5.09 5.06 5.11 5.12 5.08 5.09 5.1 5.13 5.12 5.15 5.13 5.1 5.06 5.0912 3 45 Tubería de HoGo Ø=4" c/rosca cédula 30 incluye accesorios M 20.78 20.81 20.98 21.06 21.14 20.9 20.86 21.01 21.12 20.8 20.84 20.78 20.94 21.11 20.96 20.84 21.05 21.07 20.93 20.98 21.02 21.12 21.1 21.23 21.11 21.02 20.82 20.9712 4 1 TUBERIA 8PUL HOFO JB M 7.46 7.48 7.53 7.56 7.59 7.51 7.49 7.55 7.58 7.47 7.49 7.46 7.52 7.58 7.53 7.49 7.56 7.57 7.52 7.53 7.55 7.59 7.58 7.63 7.58 7.55 7.48 7.5312 4 2 TUBERIA CON BRIDAS 8PUL HOFO JB M 19.64 19.67 19.83 19.91 19.98 19.75 19.72 19.86 19.96 19.66 19.7 19.64 19.79 19.95 19.81 19.7 19.9 19.91 19.78 19.83 19.87 19.96 19.94 20.07 19.95 19.87 19.68 19.8212 4 3 TUBERIA CON BRIDAS 12PUL HOFO C-350 JB M 19.64 19.67 19.83 19.91 19.98 19.75 19.72 19.86 19.96 19.66 19.7 19.64 19.79 19.95 19.81 19.7 19.9 19.91 19.78 19.83 19.87 19.96 19.94 20.07 19.95 19.87 19.68 19.8212 4 4 TUBERIA 12PUL HOFO C-350 JR M 14.45 14.48 14.59 14.65 14.7 14.54 14.51 14.61 14.69 14.47 14.5 14.45 14.56 14.68 14.58 14.5 14.64 14.65 14.56 14.59 14.62 14.69 14.68 14.77 14.68 14.62 14.48 14.5812 4 5 TUBERIA 12PUL HOFO C-160 JR M 105.84 106.03 106.86 107.29 107.7 106.47 106.27 107.03 107.58 105.98 106.17 105.84 106.67 107.52 106.79 106.18 107.24 107.33 106.63 106.87 107.08 107.61 107.49 108.16 107.56 107.1 106.06 106.812 4 6 TUBERIA 24PUL HOFO C-160 M 51.94 52.03 52.44 52.65 52.85 52.24 52.15 52.52 52.79 52 52.1 51.94 52.34 52.76 52.4 52.1 52.62 52.67 52.33 52.44 52.54 52.8 52.75 53.07 52.78 52.55 52.05 52.4112 4 7 TUBERIA 4PUL HOFO C-160 M 22.73 22.77 22.95 23.04 23.13 22.87 22.82 22.99 23.1 22.76 22.8 22.73 22.91 23.09 22.94 22.8 23.03 23.05 22.9 22.95 23 23.11 23.09 23.23 23.1 23 22.78 22.9412 4 8 Tubería de HFD Ø=6" C-350 incluye accesorios M 68.3 68.42 68.95 69.23 69.5 68.7 68.58 69.06 69.42 68.39 68.51 68.3 68.83 69.38 68.91 68.51 69.2 69.26 68.81 68.96 69.1 69.44 69.36 69.79 69.4 69.11 68.44 68.9212 5 1 VALVULA DE HO.FO.REGULADORA DE PRESIÓN DE 2"C/ACCE U 270 270.49 272.59 273.7 274.75 271.59 271.11 273.02 274.43 270.35 270.84 270 272.11 274.29 272.43 270.86 273.56 273.81 272.03 272.62 273.16 274.51 274.21 275.91 274.37 273.21 270.57 272.4612 5 2 U 87.76 87.92 88.6 88.96 89.3 88.28 88.12 88.74 89.2 87.87 88.03 87.76 88.44 89.15 88.55 88.04 88.92 89 88.42 88.61 88.79 89.22 89.13 89.68 89.18 88.8 87.94 88.5612 5 3 U 91.38 91.55 92.26 92.63 92.99 91.92 91.76 92.41 92.88 91.5 91.67 91.38 92.1 92.84 92.2 91.67 92.59 92.67 92.07 92.27 92.45 92.91 92.81 93.38 92.86 92.47 91.57 92.2112 5 4 U 54.21 54.3 54.73 54.95 55.16 54.53 54.43 54.81 55.1 54.28 54.37 54.21 54.63 55.07 54.69 54.38 54.92 54.97 54.61 54.73 54.84 55.11 55.05 55.39 55.08 54.85 54.32 54.712 5 5 U 128.28 128.51 129.51 130.04 130.54 129.04 128.81 129.72 130.39 128.45 128.68 128.28 129.28 130.32 129.44 128.69 129.97 130.09 129.24 129.53 129.78 130.42 130.28 131.09 130.36 129.81 128.55 129.4512 5 6 VALVULA DE HoFo DE Ø=4" C/JUNTA ABT Y ACCESORIOS DE INSTALACION U 406.62 407.36 410.53 412.2 413.78 409.02 408.29 411.18 413.29 407.15 407.89 406.62 409.8 413.09 410.28 407.93 411.99 412.36 409.67 410.57 411.38 413.42 412.97 415.53 413.21 411.46 407.48 410.3212 5 7 U 843.96 845.48 852.06 855.52 858.81 848.94 847.42 853.41 857.8 845.05 846.57 843.96 850.54 857.38 851.55 846.66 855.1 855.86 850.29 852.14 853.83 858.05 857.12 862.44 857.63 854 845.73 851.6412 5 8 U 20.91 20.95 21.12 21.2 21.28 21.04 21 21.15 21.26 20.94 20.98 20.91 21.08 21.25 21.1 20.98 21.19 21.21 21.07 21.12 21.16 21.26 21.24 21.37 21.25 21.16 20.96 21.112 5 9 U 51.42 51.51 51.91 52.12 52.32 51.72 51.63 51.99 52.26 51.48 51.58 51.42 51.82 52.23 51.88 51.58 52.1 52.14 51.8 51.92 52.02 52.28 52.22 52.54 52.25 52.03 51.52 51.8812 5 10 VALVULA CHECK 1 1/2" U 38.17 38.24 38.54 38.69 38.84 38.39 38.33 38.6 38.8 38.22 38.29 38.17 38.47 38.78 38.51 38.29 38.67 38.71 38.46 38.54 38.62 38.81 38.76 39 38.79 38.62 38.25 38.5212 5 11 VALVULA CHECK 3" U 183.44 183.77 185.2 185.96 186.67 184.53 184.19 185.5 186.45 183.68 184.01 183.44 184.87 186.36 185.09 184.03 185.86 186.03 184.82 185.22 185.59 186.51 186.3 187.46 186.41 185.63 183.83 185.1112 5 12 U 123.41 123.63 124.56 125.05 125.52 124.12 123.9 124.75 125.38 123.57 123.78 123.41 124.35 125.32 124.49 123.79 124.99 125.1 124.31 124.57 124.81 125.41 125.28 126.04 125.35 124.84 123.66 124.512 5 13 VALVULA REGULADORA DE PRESION ° 3 PULG. C/ACCESOR. C/u 1213.82 1216.01 1225.48 1230.45 1235.19 1220.99 1218.8 1227.42 1233.73 1215.4 1217.59 1213.82 1223.29 1233.12 1224.75 1217.71 1229.85 1230.94 1222.93 1225.6 1228.03 1234.09 1232.76 1240.41 1233.49 1228.27 1216.37 1224.8712 5 14 VALVULA REGULADORA DE PRESIÓN DE 4PUL C/u 1582.5 1585.35 1597.69 1604.18 1610.35 1591.84 1588.99 1600.22 1608.45 1584.56 1587.4 1582.5 1594.84 1607.66 1596.74 1587.56 1603.39 1604.81 1594.37 1597.85 1601.01 1608.93 1607.19 1617.16 1608.13 1601.33 1585.82 1596.912 5 19 VALVULA DE COMPUERTA HO. FO. DE 8" S/MATERIAL C/u 607.66 608.75 613.49 615.98 618.35 611.25 610.15 614.47 617.63 608.45 609.54 607.66 612.4 617.32 613.13 609.6 615.68 616.23 612.22 613.55 614.77 617.81 617.14 620.97 617.5 614.89 608.94 613.1912 5 21 VALVULA HO. FO. DE 6" S/MATERIAL C/u 803.67 805.12 811.39 814.68 817.81 808.41 806.96 812.67 816.85 804.71 806.16 803.67 809.94 816.45 810.9 806.24 814.28 815 809.7 811.47 813.07 817.09 816.21 821.27 816.69 813.23 805.36 810.9812 5 23 VALVULA HO. FO. DE 3" S/MATERIAL C/u 90 90.16 90.86 91.23 91.58 90.53 90.37 91.01 91.48 90.12 90.28 90 90.7 91.43 90.81 90.29 91.19 91.27 90.68 90.87 91.05 91.5 91.4 91.97 91.46 91.07 90.19 90.8212 5 24 VALVULA HO. FO. DE 2" S/MATERIAL C/u 60 60.11 60.58 60.82 61.06 60.35 60.25 60.67 60.98 60.08 60.19 60 60.47 60.95 60.54 60.19 60.79 60.85 60.45 60.58 60.7 61 60.94 61.31 60.97 60.71 60.13 60.5512 5 25 VALVULA CHECK 1" C/u 23.17 23.21 23.39 23.49 23.58 23.31 23.26 23.43 23.55 23.2 23.24 23.17 23.35 23.54 23.38 23.24 23.47 23.5 23.34 23.39 23.44 23.56 23.53 23.68 23.54 23.44 23.22 23.3812 5 26 VALVULA CHECK 2" C/u 69.88 70.01 70.56 70.84 71.11 70.3 70.17 70.67 71.03 69.98 70.1 69.88 70.43 71 70.51 70.11 70.81 70.87 70.41 70.56 70.7 71.05 70.97 71.42 71.02 70.72 70.03 70.5212 5 27 VALVULA CHECK 2 1/2" C/u 127.86 128.09 129.09 129.61 130.11 128.61 128.38 129.29 129.95 128.02 128.25 127.86 128.86 129.89 129.01 128.27 129.55 129.66 128.82 129.1 129.35 129.99 129.85 130.66 129.93 129.38 128.13 129.0212 5 28 VALVULA CHECK HIERRO FUNDIDO DE 4"(FLANGEADA) C/u 196.48 196.84 198.37 199.18 199.94 197.64 197.29 198.68 199.71 196.74 197.09 196.48 198.02 199.61 198.25 197.11 199.08 199.25 197.96 198.39 198.78 199.77 199.55 200.79 199.67 198.82 196.9 198.2712 5 29 HIDRANTE HO.FO. C/u 1210.35 1212.52 1221.97 1226.93 1231.65 1217.49 1215.31 1223.9 1230.2 1211.92 1214.1 1210.35 1219.79 1229.59 1221.24 1214.22 1226.32 1227.41 1219.42 1222.09 1224.51 1230.56 1229.23 1236.85 1229.95 1224.75 1212.89 1221.3612 5 30 CODO HO. FO. DE 4" S/MATERIAL C/u 22.13 22.17 22.34 22.43 22.52 22.26 22.22 22.38 22.49 22.16 22.2 22.13 22.3 22.48 22.33 22.2 22.42 22.44 22.3 22.34 22.39 22.5 22.48 22.61 22.49 22.39 22.18 22.3312 5 31 Válvula Ho Go check Ø=3/4" incluye accesorios C/u 22.81 22.85 23.03 23.12 23.21 22.94 22.9 23.06 23.18 22.84 22.88 22.81 22.99 23.17 23.01 22.88 23.11 23.13 22.98 23.03 23.07 23.19 23.16 23.31 23.18 23.08 22.86 23.0212 5 32 Válvula de compuerta HoFo de Ø=2" c/junta incluye accesorios C/u 154.07 154.35 155.55 156.18 156.78 154.98 154.7 155.8 156.6 154.27 154.55 154.07 155.27 156.52 155.46 154.56 156.1 156.24 155.23 155.56 155.87 156.64 156.47 157.44 156.57 155.9 154.39 155.4712 5 34 SUM./INST. CABO BRIDA ESPIGA 8PUL HOFO C-160 C/u 337.53 338.14 340.77 342.15 343.47 339.52 338.91 341.31 343.07 337.97 338.58 337.53 340.16 342.9 340.57 338.61 341.99 342.29 340.06 340.81 341.48 343.17 342.8 344.92 343 341.55 338.24 340.612 5 35 SUMINISTRO/INSTALACIÓN ANILLO 8PUL HOFO C-160 C/u 244.53 244.97 246.88 247.88 248.83 245.97 245.53 247.27 248.54 244.85 245.29 244.53 246.44 248.42 246.73 245.31 247.76 247.98 246.36 246.9 247.39 248.61 248.35 249.89 248.49 247.44 245.04 246.7612 5 36 SUM./INST. CABO BRIDA ESPIGA 8PUL HOFO C-350 C/u 337.53 338.14 340.77 342.15 343.47 339.52 338.91 341.31 343.07 337.97 338.58 337.53 340.16 342.9 340.57 338.61 341.99 342.29 340.06 340.81 341.48 343.17 342.8 344.92 343 341.55 338.24 340.612 5 38 CABO (O MANGUITO) 12PUL HOFO C-350 JB C/u 19.4 19.43 19.58 19.66 19.74 19.51 19.48 19.61 19.71 19.42 19.46 19.4 19.55 19.7 19.57 19.46 19.65 19.67 19.54 19.58 19.62 19.72 19.7 19.82 19.71 19.63 19.44 19.5712 5 39 ANILLO 12PUL HOFO C-350 C/u 19.63 19.66 19.82 19.9 19.97 19.74 19.71 19.85 19.95 19.65 19.69 19.63 19.78 19.94 19.8 19.69 19.89 19.9 19.77 19.82 19.86 19.95 19.93 20.06 19.94 19.86 19.67 19.8112 5 40 SUMINISTRO/INSTALACION BRIDA 8PUL CIEGA HOFO C-350 C/u 244.63 245.07 246.98 247.98 248.93 246.07 245.63 247.37 248.64 244.95 245.39 244.63 246.54 248.52 246.83 245.41 247.86 248.08 246.46 247 247.49 248.71 248.44 249.98 248.59 247.54 245.14 246.8512 5 41 SUMINISTRO/INST. BRIDA PLANA 12PUL HOFO C-160 C/u 228.62 229.03 230.81 231.75 232.64 229.97 229.56 231.18 232.37 228.92 229.33 228.62 230.4 232.25 230.68 229.35 231.64 231.84 230.33 230.84 231.29 232.44 232.18 233.63 232.32 231.34 229.1 230.712 5 42 ANILLO 12PUL HOFO C-160 C/u 129.63 129.86 130.87 131.4 131.91 130.39 130.16 131.08 131.75 129.8 130.03 129.63 130.64 131.69 130.79 130.04 131.34 131.45 130.6 130.88 131.14 131.79 131.65 132.47 131.73 131.17 129.9 130.8112 5 43 SUM./INST. CABO BRIDA CAMPANA 4PUL HOFO C-160 JM C/u 77.82 77.96 78.57 78.89 79.19 78.28 78.14 78.69 79.1 77.92 78.06 77.82 78.43 79.06 78.52 78.07 78.85 78.92 78.4 78.57 78.73 79.12 79.03 79.52 79.08 78.75 77.98 78.5312 5 44 Sum e inst cabo brida espiga Ø=6" HoFo C-160 C/u 61.1 61.21 61.69 61.94 62.18 61.46 61.35 61.79 62.1 61.18 61.29 61.1 61.58 62.07 61.65 61.3 61.91 61.96 61.56 61.7 61.82 62.12 62.06 62.44 62.09 61.83 61.23 61.6612 5 45 ANILLO JUNTA MECÁNICA 6PUL HOFO C-160 C/u 194.63 194.98 196.5 197.29 198.05 195.78 195.43 196.81 197.82 194.88 195.23 194.63 196.15 197.72 196.38 195.25 197.2 197.37 196.09 196.52 196.9 197.88 197.66 198.89 197.78 196.94 195.04 196.412 5 46 SUMINISTRO/INSTALACION CODO 8PULX45 HOFO C-350 C/u 214.53 214.92 216.59 217.47 218.31 215.8 215.41 216.93 218.05 214.81 215.2 214.53 216.2 217.94 216.46 215.22 217.36 217.56 216.14 216.61 217.04 218.11 217.88 219.23 218.01 217.08 214.98 216.4812 5 47 VALVULA 8PUL HOFO JB C-160 C/u 627.19 628.32 633.21 635.78 638.23 630.89 629.76 634.22 637.48 628.01 629.13 627.19 632.08 637.16 632.84 629.2 635.47 636.03 631.89 633.27 634.53 637.66 636.97 640.93 637.35 634.65 628.51 632.912 5 48 VALVULA CHECK 8PUL HOFO C-160 C/u 19.53 19.57 19.72 19.8 19.87 19.65 19.61 19.75 19.85 19.56 19.59 19.53 19.68 19.84 19.71 19.59 19.79 19.81 19.68 19.72 19.76 19.86 19.84 19.96 19.85 19.76 19.57 19.7112 5 49 MACROMEDIDOR 12PUL HOFO 350 PSI C/u 19.25 19.29 19.44 19.52 19.59 19.37 19.33 19.47 19.57 19.28 19.31 19.25 19.4 19.56 19.42 19.31 19.51 19.52 19.4 19.44 19.48 19.57 19.55 19.67 19.56 19.48 19.29 19.4312 5 50 VALVULA CHECK 12PUL HOFO C-350 C/u 19.53 19.57 19.72 19.8 19.87 19.65 19.61 19.75 19.85 19.56 19.59 19.53 19.68 19.84 19.71 19.59 19.79 19.81 19.68 19.72 19.76 19.86 19.84 19.96 19.85 19.76 19.57 19.7112 5 51 Válvula de aire 3" de triple función HoFo C-350; incluye accesorios C/u 559.74 560.75 565.11 567.41 569.59 563.04 562.04 566.01 568.92 560.47 561.48 559.74 564.11 568.64 564.78 561.53 567.13 567.63 563.94 565.17 566.29 569.09 568.47 572 568.81 566.4 560.92 564.8312 5 52 VALVULA DE PASO 12PUL HOFO C-350 C/u 19.31 19.34 19.49 19.57 19.65 19.42 19.39 19.53 19.63 19.33 19.37 19.31 19.46 19.62 19.48 19.37 19.56 19.58 19.45 19.5 19.54 19.63 19.61 19.73 19.62 19.54 19.35 19.4912 5 53 VALVULA CHECK 8PUL HOFO C-350 C/u 19.53 19.57 19.72 19.8 19.87 19.65 19.61 19.75 19.85 19.56 19.59 19.53 19.68 19.84 19.71 19.59 19.79 19.81 19.68 19.72 19.76 19.86 19.84 19.96 19.85 19.76 19.57 19.7112 5 54 Válvula anticipadora Ø=4" HoFo C-350; incluye accesorios C/u 4652.69 4661.07 4697.36 4716.43 4734.58 4680.14 4671.77 4704.8 4729 4658.74 4667.12 4652.69 4688.98 4726.67 4694.57 4667.58 4714.11 4718.3 4687.59 4697.82 4707.13 4730.39 4725.27 4754.59 4728.07 4708.06 4662.46 4695.0312 5 55 VALVULA 4PUL HOFO C-160 C/u 366.03 366.69 369.54 371.05 372.47 368.19 367.53 370.13 372.03 366.51 367.17 366.03 368.89 371.85 369.33 367.2 370.86 371.19 368.78 369.58 370.31 372.14 371.74 374.05 371.96 370.39 366.8 369.3612 5 56 Válvula de compuerta Ø=12" HoFo C-160 C/u 1843.36 1846.68 1861.06 1868.61 1875.8 1854.24 1850.92 1864.01 1873.59 1845.76 1849.07 1843.36 1857.74 1872.67 1859.95 1849.26 1867.69 1869.35 1857.19 1861.24 1864.93 1874.14 1872.12 1883.73 1873.22 1865.3 1847.23 1860.1312 5 59 VALVULA DE COMPUERTA 6PUL HOFO C-160 C/u 401.49 402.21 405.35 406.99 408.56 403.86 403.14 405.99 408.08 402.01 402.74 401.49 404.62 407.87 405.1 402.78 406.79 407.15 404.5 405.39 406.19 408.2 407.75 410.28 407.99 406.27 402.33 405.1412 5 60 SUMINISTRO/INSTALACION YEETEE 8PUL HOFO C-160 C/u 19.53 19.57 19.72 19.8 19.87 19.65 19.61 19.75 19.85 19.56 19.59 19.53 19.68 19.84 19.71 19.59 19.79 19.81 19.68 19.72 19.76 19.86 19.84 19.96 19.85 19.76 19.57 19.7112 5 61 SUMINISTRO/INSTALACION TEE 8PUL HOFO C-160 C/u 214.43 214.82 216.49 217.37 218.21 215.7 215.31 216.84 217.95 214.71 215.1 214.43 216.11 217.84 216.36 215.12 217.27 217.46 216.04 216.51 216.94 218.02 217.78 219.13 217.91 216.99 214.88 216.3912 5 62 SUMINISTRO/INSTALACION YEETEE 8PUL HOFO C-350 C/u 19.53 19.57 19.72 19.8 19.87 19.65 19.61 19.75 19.85 19.56 19.59 19.53 19.68 19.84 19.71 19.59 19.79 19.81 19.68 19.72 19.76 19.86 19.84 19.96 19.85 19.76 19.57 19.7112 5 63 SUMINISTRO/INSTALACION TEE 12X12X3PUL HOFO C-350 C/u 19.43 19.47 19.62 19.7 19.78 19.55 19.51 19.65 19.75 19.46 19.49 19.43 19.59 19.74 19.61 19.5 19.69 19.71 19.58 19.62 19.66 19.76 19.74 19.86 19.75 19.67 19.48 19.6112 5 64 SUMINISTRO/INSTALACION TEE 12X12X12PUL HOFO C-350 C/u 2777.43 2782.43 2804.1 2815.49 2826.32 2793.82 2788.82 2808.54 2822.98 2781.05 2786.04 2777.43 2799.1 2821.6 2802.43 2786.32 2814.1 2816.6 2798.27 2804.38 2809.93 2823.82 2820.76 2838.26 2822.43 2810.49 2783.27 2802.7112 5 65 SUMINISTRO/INSTALACION TEE 12X12X4PUL HOFO C-350 C/u 19.43 19.47 19.62 19.7 19.78 19.55 19.51 19.65 19.75 19.46 19.49 19.43 19.59 19.74 19.61 19.5 19.69 19.71 19.58 19.62 19.66 19.76 19.74 19.86 19.75 19.67 19.48 19.6112 5 66 SUMINISTRO/INSTALACION TEE 12X12X6PUL HOFO C-160 C/u 19.43 19.47 19.62 19.7 19.78 19.55 19.51 19.65 19.75 19.46 19.49 19.43 19.59 19.74 19.61 19.5 19.69 19.71 19.58 19.62 19.66 19.76 19.74 19.86 19.75 19.67 19.48 19.6112 5 67 Suministro e instalación de válvula Ho Fo de 4" de control de nivel de llenado C-250 U 1330.17 1332.57 1342.94 1348.4 1353.58 1338.02 1335.63 1345.07 1351.99 1331.9 1334.3 1330.17 1340.55 1351.32 1342.14 1334.43 1347.73 1348.93 1340.15 1343.08 1345.74 1352.39 1350.92 1359.3 1351.72 1346 1332.97 1342.2812 5 68 REDUCTOR 12X8PUL HOFO C-350 JB C/u 19.63 19.66 19.82 19.9 19.97 19.74 19.71 19.85 19.95 19.65 19.69 19.63 19.78 19.94 19.8 19.69 19.89 19.9 19.77 19.82 19.86 19.95 19.93 20.06 19.94 19.86 19.67 19.8112 5 69 NIPLE CON BRIDAS 4PUL HOFO C-350 C/u 19.53 19.57 19.72 19.8 19.87 19.65 19.61 19.75 19.85 19.56 19.59 19.53 19.68 19.84 19.71 19.59 19.79 19.81 19.68 19.72 19.76 19.86 19.84 19.96 19.85 19.76 19.57 19.7112 5 70 NIPLE ACERADO CON BRIDAS 12 PUL HOFO C-350 C/u 19.53 19.57 19.72 19.8 19.87 19.65 19.61 19.75 19.85 19.56 19.59 19.53 19.68 19.84 19.71 19.59 19.79 19.81 19.68 19.72 19.76 19.86 19.84 19.96 19.85 19.76 19.57 19.7112 5 71 NIPLE BRIDAS ESPIGA 12PUL HOFO C-350 C/u 19.53 19.57 19.72 19.8 19.87 19.65 19.61 19.75 19.85 19.56 19.59 19.53 19.68 19.84 19.71 19.59 19.79 19.81 19.68 19.72 19.76 19.86 19.84 19.96 19.85 19.76 19.57 19.7112 5 72 NIPLE BRIDAS ESPIGA 12PUL HOFO C-160 C/u 19.53 19.57 19.72 19.8 19.87 19.65 19.61 19.75 19.85 19.56 19.59 19.53 19.68 19.84 19.71 19.59 19.79 19.81 19.68 19.72 19.76 19.86 19.84 19.96 19.85 19.76 19.57 19.7112 5 73 NIPLE BRIDA CAMPANA 12PU HOFO C-160 C/u 19.63 19.66 19.82 19.9 19.97 19.74 19.71 19.85 19.95 19.65 19.69 19.63 19.78 19.94 19.8 19.69 19.89 19.9 19.77 19.82 19.86 19.95 19.93 20.06 19.94 19.86 19.67 19.8112 5 74 REDUCTOR 12X4PUL HOFO C-160 JM C/u 19.63 19.66 19.82 19.9 19.97 19.74 19.71 19.85 19.95 19.65 19.69 19.63 19.78 19.94 19.8 19.69 19.89 19.9 19.77 19.82 19.86 19.95 19.93 20.06 19.94 19.86 19.67 19.8112 5 75 REDUCTOR 12X6PUL HOFO C-160 JM C/u 259.63 260.09 262.12 263.18 264.2 261.16 260.69 262.53 263.88 259.96 260.43 259.63 261.65 263.75 261.96 260.46 263.05 263.29 261.57 262.15 262.66 263.96 263.68 265.31 263.83 262.72 260.17 261.9912 5 76 NIPLE 6PUL HOFO C-160 C/u 19.53 19.57 19.72 19.8 19.87 19.65 19.61 19.75 19.85 19.56 19.59 19.53 19.68 19.84 19.71 19.59 19.79 19.81 19.68 19.72 19.76 19.86 19.84 19.96 19.85 19.76 19.57 19.7112 5 77 UNION TIPO DRESSER 12PUL HOFO C-160 C/u 861.14 862.69 869.41 872.94 876.29 866.22 864.67 870.78 875.26 862.26 863.81 861.14 867.86 874.83 868.89 863.89 872.51 873.28 867.6 869.49 871.21 875.52 874.57 880 875.09 871.39 862.95 868.9712 5 78 CODO 4PUL X90 HOFO C-350 C/u 19.63 19.66 19.82 19.9 19.97 19.74 19.71 19.85 19.95 19.65 19.69 19.63 19.78 19.94 19.8 19.69 19.89 19.9 19.77 19.82 19.86 19.95 19.93 20.06 19.94 19.86 19.67 19.8112 5 79 CODO 12PUL X45 HOFO C-350 C/u 529.63 530.58 534.71 536.88 538.95 532.75 531.8 535.56 538.31 530.32 531.27 529.63 533.76 538.05 534.39 531.32 536.62 537.09 533.6 534.76 535.82 538.47 537.89 541.23 538.21 535.93 530.74 534.4512 5 80 CODO 12PUL X 11 1/4 HOFO C-350 C/u 301.43 301.97 304.32 305.56 306.73 303.21 302.66 304.8 306.37 301.82 302.36 301.43 303.78 306.22 304.14 302.39 305.41 305.68 303.69 304.35 304.95 306.46 306.13 308.03 306.31 305.01 302.06 304.17

V LVULA DE HO.FO. DE 1½" C/JUNTAV LVULA DE HO.FO. DE 2" C/JUNTAV LVULA DE HO.FO. Í 2½" CON JUNTA ABTV LVULA DE HO.FO. DE 3" C/JUNTA

V LVULA DE HO.FO. DE 6" C/JUNTAV LVULA CHECK Í3/4"V LVULA DE HO.FO. DE Í1¼"

CUBRE V LVULA

12 5 81 CODO 12PUL X 22 1/2 HOFO C-350 C/u 301.19 301.73 304.08 305.31 306.49 302.96 302.42 304.56 306.13 301.58 302.12 301.19 303.54 305.98 303.9 302.15 305.16 305.43 303.45 304.11 304.71 306.22 305.88 307.78 306.07 304.77 301.82 303.9312 5 82 CODO 12PUL X 33 1/2 HOFO C-350 C/u 301.19 301.73 304.08 305.31 306.49 302.96 302.42 304.56 306.13 301.58 302.12 301.19 303.54 305.98 303.9 302.15 305.16 305.43 303.45 304.11 304.71 306.22 305.88 307.78 306.07 304.77 301.82 303.9312 5 83 CODO 4PUL X90 HOFO C-160 C/u 19.63 19.66 19.82 19.9 19.97 19.74 19.71 19.85 19.95 19.65 19.69 19.63 19.78 19.94 19.8 19.69 19.89 19.9 19.77 19.82 19.86 19.95 19.93 20.06 19.94 19.86 19.67 19.8112 5 84 CODO 12PUL X 11 1/4 HOFO C-160 C/u 301.43 301.97 304.32 305.56 306.73 303.21 302.66 304.8 306.37 301.82 302.36 301.43 303.78 306.22 304.14 302.39 305.41 305.68 303.69 304.35 304.95 306.46 306.13 308.03 306.31 305.01 302.06 304.1712 5 85 CODO 12PUL X 33 1/2 HOFO C-160 C/u 301.19 301.73 304.08 305.31 306.49 302.96 302.42 304.56 306.13 301.58 302.12 301.19 303.54 305.98 303.9 302.15 305.16 305.43 303.45 304.11 304.71 306.22 305.88 307.78 306.07 304.77 301.82 303.9312 5 86 CODO 12PUL X45 HOFO C-160 C/u 299.66 300.2 302.53 303.76 304.93 301.42 300.89 303.01 304.57 300.05 300.59 299.66 301.99 304.42 302.35 300.62 303.61 303.88 301.9 302.56 303.16 304.66 304.33 306.22 304.51 303.22 300.29 302.3812 5 87 CODO 12PUL X90 HOFO C-160 C/u 440.47 441.26 444.7 446.5 448.22 443.07 442.27 445.4 447.69 441.04 441.83 440.47 443.9 447.47 444.43 441.88 446.28 446.68 443.77 444.74 445.62 447.82 447.34 450.11 447.6 445.71 441.39 444.4812 5 88 CODO 6PUL X90 HOFO C-160 C/u 169.63 169.93 171.26 171.95 172.61 170.63 170.32 171.53 172.41 169.85 170.15 169.63 170.95 172.32 171.15 170.17 171.87 172.02 170.9 171.27 171.61 172.46 172.27 173.34 172.37 171.65 169.98 171.1712 5 89 RESPIRADERO 6PUL HOFO C/u 19.63 19.66 19.82 19.9 19.97 19.74 19.71 19.85 19.95 19.65 19.69 19.63 19.78 19.94 19.8 19.69 19.89 19.9 19.77 19.82 19.86 19.95 19.93 20.06 19.94 19.86 19.67 19.8112 5 90 GRANADA 12 PUL HOFO C/u 1375.63 1378.1 1388.83 1394.47 1399.84 1383.74 1381.27 1391.03 1398.19 1377.42 1379.89 1375.63 1386.36 1397.5 1388.01 1380.03 1393.79 1395.02 1385.94 1388.97 1391.72 1398.6 1397.09 1405.75 1397.91 1392 1378.52 1388.1512 5 91 VALVULA REGULADORA DE PRESION DE 1-1/2" Ho.Fo. U 339.79 340.41 343.06 344.45 345.77 341.8 341.19 343.6 345.37 340.24 340.85 339.79 342.44 345.2 342.85 340.88 344.28 344.59 342.34 343.09 343.77 345.47 345.1 347.24 345.3 343.84 340.51 342.8912 5 92 VALVULA REGULADORA DE PRESION DE 1" Ho.Fo. U 114.89 115.1 116 116.47 116.92 115.57 115.37 116.18 116.78 115.04 115.25 114.89 115.79 116.72 115.93 115.26 116.41 116.51 115.76 116.01 116.24 116.81 116.69 117.41 116.76 116.26 115.14 115.9412 5 93 VALVULA REGULADORA DE PRESION DE 2-1/2" U 994.43 996.22 1003.98 1008.06 1011.94 1000.3 998.51 1005.57 1010.74 995.73 997.52 994.43 1002.19 1010.25 1003.38 997.62 1007.56 1008.46 1001.89 1004.08 1006.07 1011.04 1009.95 1016.21 1010.54 1006.27 996.52 1003.4812 5 95 Valvula Combinada de Aire de 2" Ho. Fo JB. (Intrusora y Extrusora) U 666.95 668.14 673.31 676.02 678.61 670.86 669.66 674.37 677.81 667.81 669 666.95 672.12 677.48 672.91 669.07 675.69 676.29 671.92 673.37 674.7 678.01 677.28 681.46 677.68 674.83 668.34 672.9812 5 96 Tee de Ho.Fo. de 4" J.B U 232.29 232.7 234.47 235.41 236.3 233.63 233.22 234.84 236.02 232.58 232.99 232.29 234.06 235.91 234.34 233.02 235.29 235.5 234 234.5 234.95 236.09 235.84 237.28 235.98 235 232.77 234.3612 5 97 Reductor Ho. Fo. de 4" x 3" J.B. U 154.48 154.75 155.92 156.53 157.12 155.36 155.09 156.16 156.94 154.67 154.94 154.48 155.65 156.86 155.83 154.96 156.46 156.59 155.6 155.93 156.23 156.98 156.82 157.76 156.91 156.26 154.79 155.8412 5 98 Reductor de Ho. Fo. de 4" x 2" J.B U 152.48 152.74 153.9 154.51 155.08 153.35 153.08 154.14 154.91 152.67 152.94 152.48 153.63 154.83 153.81 152.95 154.43 154.56 153.59 153.91 154.21 154.95 154.79 155.72 154.88 154.24 152.79 153.8212 5 99 Tee Reductora de Ho. Fo. de 4" x 2" J.B U 209.87 210.24 211.84 212.68 213.48 211.08 210.71 212.17 213.24 210.14 210.5 209.87 211.47 213.13 211.72 210.53 212.58 212.76 211.41 211.86 212.27 213.3 213.07 214.37 213.19 212.31 210.3 211.7412 5 100 Brida roscada de Ho Fo 3" C/u 17.53 17.56 17.7 17.77 17.84 17.64 17.6 17.73 17.82 17.55 17.59 17.53 17.67 17.81 17.69 17.59 17.76 17.78 17.66 17.7 17.74 17.82 17.81 17.92 17.82 17.74 17.57 17.6912 5 101 Union Dresser de Ho. Fo. 2 1/2" C/u 29.03 29.08 29.31 29.43 29.54 29.2 29.15 29.36 29.51 29.07 29.12 29.03 29.26 29.49 29.29 29.13 29.42 29.44 29.25 29.31 29.37 29.52 29.49 29.67 29.5 29.38 29.09 29.312 5 102 Brida Ho Fo 2 1/2" C/u 29.76 29.82 30.05 30.17 30.29 29.94 29.89 30.1 30.25 29.8 29.86 29.76 30 30.24 30.03 29.86 30.16 30.18 29.99 30.05 30.11 30.26 30.23 30.42 30.25 30.12 29.83 30.0412 5 103 Union Dresser de Ho. Fo. 2" C/u 43.76 43.84 44.18 44.36 44.53 44.02 43.94 44.25 44.48 43.82 43.9 43.76 44.11 44.46 44.16 43.9 44.34 44.38 44.09 44.19 44.28 44.5 44.45 44.72 44.47 44.29 43.86 44.1612 5 104 Brida de Ho. Fo. 2 " C/u 18.75 18.78 18.93 19.01 19.08 18.86 18.83 18.96 19.06 18.77 18.81 18.75 18.9 19.05 18.92 18.81 19 19.01 18.89 18.93 18.97 19.06 19.04 19.16 19.05 18.97 18.79 18.9212 5 105 Sum/Inst de válvula reductora de presión de 2" Rango 20-200PSI max 250PSI Clase 150 junta brida C/u 1242.62 1244.86 1254.55 1259.64 1264.49 1249.95 1247.71 1256.54 1263 1244.23 1246.47 1242.62 1252.31 1262.38 1253.8 1246.6 1259.02 1260.14 1251.94 1254.67 1257.16 1263.37 1262 1269.83 1262.75 1257.41 1245.23 1253.9312 5 106 Valvula compuerta de Ho.Fo. 2 1/2" Junta brida C/u 206.27 206.64 208.25 209.09 209.9 207.48 207.11 208.58 209.65 206.53 206.91 206.27 207.88 209.55 208.12 206.93 208.99 209.17 207.81 208.27 208.68 209.71 209.48 210.78 209.61 208.72 206.7 208.1412 5 107 Valvula compuerta de Ho.Fo. 2" Junta brida C/u 151.62 151.89 153.07 153.7 154.29 152.51 152.24 153.32 154.11 151.82 152.09 151.62 152.8 154.03 152.98 152.1 153.62 153.76 152.76 153.09 153.39 154.15 153.98 154.94 154.08 153.42 151.94 15312 5 108 Medidor de caudal de 3" de Ho. Fo. extremos bridados clase 150 C/u 1316 1318.37 1328.63 1334.03 1339.16 1323.76 1321.39 1330.74 1337.58 1317.71 1320.08 1316 1326.26 1336.92 1327.84 1320.21 1333.37 1334.55 1325.87 1328.76 1331.4 1337.98 1336.53 1344.82 1337.32 1331.66 1318.76 1327.9712 5 109 Medidor de caudal de2 1/2" de Ho. Fo. extremos bridados clase 150 C/u 1316 1318.37 1328.63 1334.03 1339.16 1323.76 1321.39 1330.74 1337.58 1317.71 1320.08 1316 1326.26 1336.92 1327.84 1320.21 1333.37 1334.55 1325.87 1328.76 1331.4 1337.98 1336.53 1344.82 1337.32 1331.66 1318.76 1327.9712 5 110 Medidor de caudal de 2" de Ho. Fo. extremos bridados clase 150 C/u 1316 1318.37 1328.63 1334.03 1339.16 1323.76 1321.39 1330.74 1337.58 1317.71 1320.08 1316 1326.26 1336.92 1327.84 1320.21 1333.37 1334.55 1325.87 1328.76 1331.4 1337.98 1336.53 1344.82 1337.32 1331.66 1318.76 1327.9712 5 111 Suministro e instalacion de valvula de purga de aire Í 2 1/2" C/u 232.91 233.33 235.15 236.1 237.01 234.28 233.86 235.52 236.73 233.21 233.63 232.91 234.73 236.61 235.01 233.65 235.98 236.19 234.66 235.17 235.63 236.8 236.54 238.01 236.68 235.68 233.4 235.0312 5 112 SUMINISTRO E INSTALACION DE MACROMEDIDOR Í 2" C/u 332.32 332.92 335.51 336.87 338.17 334.28 333.68 336.04 337.77 332.75 333.35 332.32 334.91 337.6 335.31 333.38 336.7 337 334.81 335.54 336.21 337.87 337.5 339.6 337.7 336.27 333.02 335.3412 5 113 Sum. e instalacion de valvula limitadora de caudal de Ho. Fo. 2" extremos bridados C/u 1270.73 1273.01 1282.92 1288.13 1293.09 1278.22 1275.94 1284.96 1291.57 1272.38 1274.66 1270.73 1280.64 1290.93 1282.16 1274.79 1287.5 1288.64 1280.26 1283.05 1285.59 1291.95 1290.55 1298.55 1291.31 1285.85 1273.39 1282.2912 5 114 Suminsitro e instralación de granada-colador hofo de 6" U 552.77 553.77 558.08 560.35 562.5 556.04 555.04 558.97 561.84 553.49 554.49 552.77 557.09 561.56 557.75 554.54 560.07 560.57 556.92 558.14 559.24 562.01 561.4 564.88 561.73 559.35 553.94 557.812 5 115 SUM. Y COLOCACION DE VALVULA REGULADORA DE PRESION DE Ho.Fo. DE 1 1/4" C/u 164.05 164.35 165.63 166.3 166.94 165.02 164.73 165.89 166.75 164.27 164.56 164.05 165.33 166.66 165.53 164.58 166.22 166.37 165.29 165.65 165.97 166.79 166.61 167.65 166.71 166.01 164.4 165.5512 5 116 Sum/Inst de válvula reductora de presión de 1 1/2" Presión max 250PSI C-150 C/u 1119.79 1121.81 1130.54 1135.13 1139.5 1126.4 1124.38 1132.33 1138.16 1121.25 1123.26 1119.79 1128.53 1137.6 1129.87 1123.38 1134.57 1135.58 1128.19 1130.65 1132.89 1138.49 1137.26 1144.31 1137.93 1133.12 1122.14 1129.9812 5 117 REUBICACIÓN DE VÁLVULA DE CONTROL DE DESAGUE C/u 268.83 269.3 271.4 272.49 273.56 270.39 269.91 271.81 273.23 269.15 269.65 268.83 270.91 273.1 271.23 269.69 272.38 272.61 270.84 271.43 271.94 273.31 273.02 274.7 273.17 272 269.42 271.2512 5 118 Suministro e instalación de granada-colador HoFo de 4" (colador de acero inoxidable) U 364.12 364.78 367.62 369.11 370.53 366.27 365.62 368.2 370.1 364.6 365.25 364.12 366.96 369.91 367.4 365.29 368.93 369.26 366.86 367.66 368.38 370.21 369.8 372.1 370.02 368.46 364.89 367.4412 5 119 Suministro e instalación de válvula flotadora modulante de HoFo Ø=3" C-150 C/u 1279.6 1281.91 1291.89 1297.13 1302.12 1287.15 1284.85 1293.93 1300.59 1281.27 1283.57 1279.6 1289.58 1299.95 1291.12 1283.7 1296.49 1297.64 1289.2 1292.01 1294.57 1300.97 1299.56 1307.63 1300.33 1294.83 1282.29 1291.2512 5 120 Suministro e instalación de válvula anticipadora de onda de HoFo Ø=3" C-300 C/u 2287.78 2291.9 2309.74 2319.12 2328.04 2301.28 2297.16 2313.4 2325.3 2290.75 2294.87 2287.78 2305.62 2324.16 2308.37 2295.1 2317.98 2320.04 2304.94 2309.97 2314.55 2325.99 2323.47 2337.88 2324.84 2315 2292.58 2308.612 5 123 Sum. e instalacion de valvula limitadora de caudal de Ho. Fo. 3" extremos bridados C/u 1684.12 1687.15 1700.28 1707.19 1713.76 1694.05 1691.02 1702.98 1711.74 1686.31 1689.34 1684.12 1697.25 1710.89 1699.27 1689.51 1706.35 1707.86 1696.75 1700.45 1703.82 1712.24 1710.39 1721 1711.4 1704.16 1687.65 1699.4412 5 124 Suministro e instalación de válvula anticipadora de onda de HoFo Ø=2" C-250 C/u 1555.83 1558.63 1570.76 1577.14 1583.21 1565.01 1562.21 1573.25 1581.34 1557.85 1560.65 1555.83 1567.96 1580.57 1569.83 1560.81 1576.36 1577.76 1567.5 1570.92 1574.03 1581.81 1580.1 1589.9 1581.03 1574.34 1559.09 1569.9912 5 125 Suministro e instalación de válvula anticipadora de onda de HoFo Ø=2" C-150 C/u 2447.28 2451.69 2470.78 2480.81 2490.35 2461.72 2457.32 2474.69 2487.42 2450.46 2454.87 2447.28 2466.37 2486.19 2469.31 2455.11 2479.59 2481.79 2465.64 2471.02 2475.92 2488.15 2485.46 2500.88 2486.93 2476.4 2452.42 2469.5512 5 126 Válvula de control de nivel con piloto flotador HFD C-150 junta brida Ø 4" C/u 1748.49 1751.64 1765.28 1772.45 1779.27 1758.81 1755.66 1768.08 1777.17 1750.77 1753.91 1748.49 1762.13 1776.3 1764.23 1754.09 1771.57 1773.15 1761.61 1765.45 1768.95 1777.69 1775.77 1786.79 1776.82 1769.3 1752.17 1764.4112 5 128 Filtro para medidor de caudal Ø=2 Ho.Fo JB C-300 C/u 781.28 782.69 788.78 791.98 795.03 785.89 784.48 790.03 794.09 782.3 783.7 781.28 787.37 793.7 788.31 783.78 791.59 792.3 787.14 788.86 790.42 794.33 793.47 798.39 793.94 790.58 782.92 788.3912 5 129 Tee reductora de HoFo de 4x2 JB C-125 C/u 215.39 215.77 217.45 218.34 219.18 216.66 216.27 217.8 218.92 215.67 216.05 215.39 217.07 218.81 217.32 216.07 218.23 218.42 217 217.47 217.91 218.98 218.75 220.1 218.87 217.95 215.84 217.3512 5 130 Válvula compuerta de HoFo Ø=4" vástago levadizo Junta brida C-125 C/u 283.7 284.22 286.43 287.59 288.7 285.38 284.87 286.88 288.36 284.07 284.58 283.7 285.92 288.22 286.26 284.61 287.45 287.71 285.83 286.46 287.02 288.44 288.13 289.92 288.3 287.08 284.3 286.2912 5 131 Codo de HoFo de Ø4"x90° C-125 U 164.43 164.73 166.01 166.69 167.33 165.4 165.11 166.27 167.13 164.65 164.94 164.43 165.72 167.05 165.91 164.96 166.6 166.75 165.67 166.03 166.36 167.18 167 168.03 167.1 166.39 164.78 165.9312 5 132 Tee de HoFo de Ø=4" JB C-125 C/u 271.58 272.07 274.19 275.3 276.36 273.18 272.69 274.62 276.03 271.93 272.42 271.58 273.7 275.9 274.02 272.45 275.16 275.41 273.61 274.21 274.75 276.11 275.81 277.52 275.98 274.81 272.15 274.0512 5 133 Válvula check vertical de HoFo de Ø=3" a instalar en pozo U 184.95 185.28 186.73 187.48 188.21 186.04 185.71 187.02 187.98 185.19 185.52 184.95 186.39 187.89 186.61 185.54 187.39 187.56 186.34 186.74 187.11 188.04 187.84 189 187.95 187.15 185.34 186.6312 5 134 Válvula control de flujo de 4” HoFo bridada ANSI 150 PN16 (230 PSI) U 1369.12 1371.59 1382.27 1387.88 1393.22 1377.2 1374.74 1384.46 1391.58 1370.9 1373.37 1369.12 1379.8 1390.89 1381.45 1373.51 1387.2 1388.43 1379.39 1382.41 1385.14 1391.99 1390.48 1399.11 1391.3 1385.42 1372 1381.5812 5 135 Válvula de compuerta de HoFo de Ø=4" JB Clase 150 incluye accesorios de instalación U 406.62 407.36 410.53 412.2 413.78 409.02 408.29 411.18 413.29 407.15 407.89 406.62 409.8 413.09 410.28 407.93 411.99 412.36 409.67 410.57 411.38 413.42 412.97 415.53 413.21 411.46 407.48 410.3212 5 136 Válvula de compuerta de Ø=4" en HoFo JB C-125 bajo norma AWWA C-509 con vástago no levadizo y dado operador; en tubería PVC U 554.23 555.22 559.55 561.82 563.98 557.49 556.5 560.43 563.31 554.95 555.94 554.23 558.55 563.04 559.21 556 561.54 562.04 558.38 559.6 560.71 563.48 562.87 566.36 563.2 560.82 555.39 559.2712 5 137 Válvula de compuerta de Ø=2½" en HoFo JB C-125 bajo norma AWWA C-509 con vástago no levadizo y dado operador; en tubería PV U 453.28 454.1 457.63 459.49 461.26 455.96 455.14 458.36 460.72 453.87 454.69 453.28 456.82 460.49 457.36 454.73 459.27 459.67 456.68 457.68 458.59 460.85 460.35 463.21 460.63 458.68 454.23 457.4112 5 138 Válvula de compuerta de Ø=2" en HoFo JB C-125 bajo norma AWWA C-509 con vástago no levadizo y dado operador; en tubería PVC U 418.32 419.08 422.34 424.05 425.69 420.79 420.04 423.01 425.18 418.87 419.62 418.32 421.59 424.97 422.09 419.66 423.84 424.22 421.46 422.38 423.22 425.31 424.85 427.48 425.1 423.3 419.2 422.1312 6 1 Válvula de paso de bronce Ø=3/4" U 20.67 20.7 20.87 20.95 21.03 20.79 20.75 20.9 21.01 20.69 20.73 20.67 20.83 21 20.85 20.73 20.94 20.96 20.82 20.87 20.91 21.01 20.99 21.12 21 20.91 20.71 20.8612 6 2 VALVULA DE BRONCE 1 1/2" U 12.04 12.07 12.16 12.21 12.26 12.12 12.09 12.18 12.24 12.06 12.08 12.04 12.14 12.24 12.15 12.08 12.2 12.21 12.13 12.16 12.19 12.25 12.23 12.31 12.24 12.19 12.07 12.1512 6 3 U 14.06 14.09 14.2 14.26 14.31 14.15 14.12 14.22 14.29 14.08 14.11 14.06 14.17 14.29 14.19 14.11 14.25 14.26 14.17 14.2 14.23 14.3 14.28 14.37 14.29 14.23 14.09 14.1912 6 4 Válvula de bronce de paso Ø=1"; incluye accesorios U 34.52 34.58 34.85 34.99 35.13 34.72 34.66 34.9 35.08 34.56 34.62 34.52 34.79 35.07 34.83 34.63 34.97 35 34.78 34.85 34.92 35.09 35.06 35.27 35.08 34.93 34.59 34.8312 6 5 Válvula de paso de bronce de Ø=2"; incluye accesorios U 74.8 74.93 75.52 75.82 76.12 75.24 75.11 75.64 76.03 74.9 75.03 74.8 75.38 75.99 75.47 75.04 75.79 75.85 75.36 75.52 75.67 76.05 75.97 76.44 76.01 75.69 74.96 75.4812 6 6 Válvula de paso de bronce Ø=2 1/2"; incluye accesorios U 140.77 141.02 142.12 142.7 143.25 141.6 141.35 142.35 143.08 140.95 141.21 140.77 141.87 143.01 142.04 141.22 142.63 142.75 141.82 142.13 142.42 143.12 142.96 143.85 143.05 142.44 141.06 142.0512 6 7 Válvula de paso de bronce de Ø=3" U 221.2 221.6 223.32 224.23 225.09 222.5 222.1 223.67 224.82 221.48 221.88 221.2 222.92 224.71 223.19 221.9 224.12 224.32 222.86 223.34 223.79 224.89 224.65 226.04 224.78 223.83 221.66 223.2112 6 8 Válvula de paso de bronce de Ø=4" U 377.68 378.36 381.31 382.85 384.33 379.91 379.23 381.91 383.87 378.17 378.85 377.68 380.63 383.68 381.08 378.89 382.66 383 380.51 381.34 382.1 383.99 383.57 385.95 383.8 382.17 378.47 381.1212 6 9 U 40.69 40.76 41.08 41.24 41.4 40.93 40.85 41.14 41.35 40.74 40.81 40.69 41 41.33 41.05 40.82 41.22 41.26 40.99 41.08 41.16 41.36 41.32 41.58 41.34 41.17 40.77 41.0612 6 10 GRIFO DE BRONCE S/MAT U 3.51 3.52 3.54 3.56 3.57 3.53 3.52 3.55 3.57 3.51 3.52 3.51 3.54 3.57 3.54 3.52 3.56 3.56 3.54 3.54 3.55 3.57 3.56 3.59 3.57 3.55 3.52 3.5412 6 11 Suministro de Válvula reduct. Presión d/bronce 3/4" incl accesorios C/u 159.86 160.15 161.39 162.05 162.67 160.8 160.51 161.65 162.48 160.07 160.35 159.86 161.1 162.4 161.3 160.37 161.97 162.11 161.06 161.41 161.73 162.53 162.35 163.36 162.45 161.76 160.19 161.3112 6 12 Granada de bronce de 2 1/2" C/u 187.81 188.15 189.62 190.39 191.12 188.92 188.58 189.92 190.89 188.06 188.39 187.81 189.28 190.8 189.5 188.41 190.29 190.46 189.22 189.63 190.01 190.95 190.74 191.93 190.85 190.05 188.21 189.5212 6 14 GRANADA DE BRONCE DE 2" U 33.94 34 34.27 34.41 34.54 34.14 34.08 34.32 34.5 33.99 34.05 33.94 34.21 34.48 34.25 34.05 34.39 34.42 34.2 34.27 34.34 34.51 34.47 34.69 34.49 34.35 34.01 34.2512 6 15 Válvula reguladora de presión de 1/2" C/u 30.8 30.85 31.09 31.22 31.34 30.98 30.92 31.14 31.3 30.84 30.89 30.8 31.04 31.29 31.07 30.9 31.2 31.23 31.03 31.1 31.16 31.31 31.28 31.47 31.3 31.16 30.86 31.0812 6 16 Valvula globo de 3/4" C/u 18.76 18.8 18.94 19.02 19.1 18.88 18.84 18.97 19.07 18.79 18.82 18.76 18.91 19.06 18.93 18.82 19.01 19.03 18.91 18.95 18.98 19.08 19.06 19.18 19.07 18.99 18.8 18.9412 6 17 manometro de 0 - 300 psi C/u 11.68 11.71 11.8 11.84 11.89 11.75 11.73 11.82 11.88 11.7 11.72 11.68 11.78 11.87 11.79 11.72 11.84 11.85 11.77 11.8 11.82 11.88 11.87 11.94 11.87 11.82 11.71 11.7912 6 18 Medidor de agua potable Ø=1/2" C/u 32.24 32.3 32.55 32.68 32.81 32.43 32.37 32.6 32.77 32.28 32.34 32.24 32.49 32.75 32.53 32.34 32.67 32.69 32.48 32.55 32.62 32.78 32.74 32.95 32.76 32.62 32.31 32.5312 6 19 Sum. e instalacion de granada - colador de bronce de 1" C/u 10.83 10.85 10.93 10.97 11.01 10.89 10.87 10.94 10.99 10.84 10.86 10.83 10.91 10.99 10.92 10.86 10.96 10.97 10.91 10.93 10.95 11 10.99 11.05 10.99 10.95 10.85 10.9212 6 20 VALVULA GATE ø1 1/2" C/u 30.64 30.7 30.94 31.06 31.18 30.82 30.77 30.99 31.15 30.68 30.74 30.64 30.88 31.13 30.92 30.74 31.05 31.07 30.87 30.94 31 31.15 31.12 31.31 31.14 31.01 30.71 30.9212 6 21 Granada colador de bronce de 3" C/u 134.31 134.56 135.6 136.15 136.68 135.11 134.87 135.82 136.52 134.49 134.73 134.31 135.36 136.45 135.52 134.74 136.09 136.21 135.32 135.62 135.89 136.56 136.41 137.26 136.49 135.91 134.6 135.5412 6 22 Granada colador de bronce de 1½" C/u 27 27.05 27.26 27.37 27.48 27.16 27.12 27.31 27.45 27.04 27.09 27 27.22 27.43 27.25 27.09 27.36 27.39 27.21 27.27 27.32 27.46 27.43 27.6 27.44 27.33 27.06 27.2512 6 23 Válvula flotador de 2" de bronce roscada tipo cierre de cisterna. C/u 128.99 129.23 130.23 130.76 131.26 129.76 129.52 130.44 131.11 129.16 129.39 128.99 130 131.05 130.15 129.41 130.7 130.81 129.96 130.25 130.5 131.15 131.01 131.82 131.08 130.53 129.26 130.1712 6 24 Válvula flotador de bronce de 1½" incluye varilla y flotador de 8" C/u 107.82 108.01 108.86 109.3 109.72 108.46 108.26 109.03 109.59 107.96 108.15 107.82 108.66 109.53 108.79 108.17 109.24 109.34 108.63 108.87 109.08 109.62 109.5 110.18 109.57 109.1 108.05 108.812 7 1 Caja 0.60x0.60x0.35 (med internas) para válvula de control con tapadera de concreto; inc excavac U 86.09 86.24 86.92 87.27 87.61 86.6 86.44 87.06 87.51 86.2 86.35 86.09 86.77 87.46 86.87 86.37 87.23 87.3 86.74 86.93 87.1 87.53 87.44 87.98 87.49 87.12 86.27 86.8812 7 2 U 436.56 437.33 440.75 442.54 444.24 439.13 438.35 441.45 443.71 437.12 437.9 436.56 439.97 443.5 440.5 437.96 442.32 442.71 439.83 440.79 441.66 443.85 443.36 446.12 443.64 441.76 437.47 440.5312 7 3 U 75.13 75.26 75.85 76.16 76.45 75.57 75.44 75.97 76.36 75.23 75.36 75.13 75.72 76.32 75.81 75.37 76.12 76.19 75.69 75.86 76.01 76.38 76.3 76.78 76.35 76.03 75.29 75.8112 7 4 Caja p/medidor de agua potable; 0.40x0.40x0.50 m (medidas internas) lad. barro; rep y afinado incl excavación y tapa U 54.72 54.81 55.24 55.46 55.68 55.04 54.94 55.33 55.61 54.79 54.88 54.72 55.14 55.59 55.21 54.89 55.44 55.49 55.13 55.25 55.35 55.63 55.57 55.91 55.6 55.37 54.83 55.2112 7 7 Perforación de pozo en material rocoso 12" diámetro con 8" de revestimiento c/material acero al carb M 568.14 569.16 573.59 575.92 578.14 571.49 570.47 574.5 577.46 568.88 569.9 568.14 572.57 577.17 573.25 569.96 575.64 576.15 572.4 573.65 574.79 577.63 577 580.58 577.34 574.9 569.33 573.3112 7 8 Perforación de pozo en material blando de 12" de diámetro con 8" de revestimiento con material PVC M 267.26 267.74 269.83 270.92 271.96 268.84 268.36 270.25 271.64 267.61 268.09 267.26 269.34 271.51 269.67 268.12 270.79 271.03 269.26 269.85 270.39 271.72 271.43 273.11 271.59 270.44 267.82 269.6912 7 9 Pozo A.P Cilindro D=4 Cono D=2.60 H=7.70 mts. U 4839.45 4848.44 4885.56 4904.24 4924.74 4868.19 4858.12 4893.69 4919.48 4844.73 4853.74 4839.45 4877.16 4916.43 4882.46 4854.55 4900.71 4906.68 4875.86 4887.11 4896.14 4921.1 4914.37 4945.84 4917.12 4896.18 4849.28 4882.4912 7 10 Pegamento de Ladrillo de Trinchera en Pozo M2 37.88 37.95 38.24 38.4 38.54 38.11 38.03 38.31 38.51 37.93 38 37.88 38.18 38.49 38.23 38 38.38 38.41 38.16 38.25 38.33 38.51 38.47 38.71 38.5 38.33 37.96 38.2312 7 12 Emplantillado Fundacion para Pozo con Piedra Cuarta e =10 cm M3 71.33 71.46 72.01 72.3 72.59 71.75 71.62 72.13 72.5 71.42 71.55 71.33 71.89 72.47 71.97 71.56 72.27 72.33 71.87 72.02 72.16 72.52 72.44 72.89 72.49 72.18 71.48 71.9812 7 13 Pegamento Ladrillo de Trinchera Pozo A.P Ref. Anillo de 3/8 @ 14 cm M2 44.34 44.42 44.76 44.95 45.11 44.6 44.51 44.84 45.07 44.39 44.47 44.34 44.69 45.05 44.75 44.48 44.92 44.96 44.67 44.77 44.86 45.08 45.03 45.31 45.06 44.87 44.43 44.7512 7 17 CAJA PREFABRICADA PARA MICRO MEDIDOR (Suministro e Instalacion) C/u 24.61 24.65 24.84 24.94 25.04 24.75 24.71 24.88 25.01 24.64 24.68 24.61 24.8 25 24.83 24.69 24.93 24.95 24.79 24.85 24.9 25.02 24.99 25.15 25.01 24.9 24.66 24.8312 7 18 Caja para valvula purga de aire de lodos y valvula de control 0.75x0.75x0.85 C/u 96.18 96.37 97.14 97.53 97.91 96.76 96.6 97.29 97.79 96.33 96.49 96.18 96.97 97.72 97.06 96.5 97.48 97.57 96.92 97.14 97.32 97.8 97.69 98.3 97.77 97.34 96.4 97.0812 7 19 Peldaños de escalera de ingreso a pozos ó cajas C/u 3.92 3.93 3.96 3.98 3.99 3.95 3.94 3.97 3.99 3.93 3.94 3.92 3.95 3.99 3.96 3.94 3.97 3.98 3.95 3.96 3.97 3.99 3.98 4.01 3.99 3.97 3.93 3.9612 7 20 Sum. e Instalacion de caja de polipropileno p/medidores de agua en acometidas domiciliares C/u 25.5 25.55 25.75 25.85 25.95 25.65 25.61 25.79 25.92 25.53 25.58 25.5 25.7 25.91 25.73 25.58 25.84 25.86 25.69 25.75 25.8 25.93 25.9 26.06 25.91 25.8 25.56 25.7312 7 22 Perforación de pozo de 500 Pies Diámetro de perforación 12" y 8" de revestimiento Sg. 41110 41184 41504.66 41673.21 41833.54 41352.55 41278.55 41570.43 41784.2 41163.44 41237.44 41110 41430.66 41763.65 41479.99 41241.55 41652.65 41689.65 41418.33 41508.77 41590.99 41796.54 41751.32 42010.31 41775.98 41599.21 41196.33 41484.112 7 23 Caja para válvula de control 50x50x65 (medidas internas) con ladrillo de obra y tapa de concreto C/u 95.43 95.57 96.32 96.72 97.11 95.98 95.81 96.52 97.02 95.53 95.67 95.43 96.17 96.97 96.27 95.7 96.7 96.82 96.14 96.36 96.59 97.04 96.94 97.54 96.99 96.59 95.62 96.2712 7 24 Perforación de pozo en mat. blando de 12" de diámetro con 8" de revestimiento de acero al carbón M 267 267.48 269.56 270.66 271.7 268.58 268.09 269.99 271.38 267.35 267.83 267 269.08 271.25 269.4 267.85 270.52 270.76 269 269.59 270.12 271.46 271.17 272.85 271.33 270.18 267.56 269.4312 7 25 Perforación de pozo en mat. blando de 12" de diámetro con 8" de revestimiento de acero al carbón M 267 267.48 269.56 270.66 271.7 268.58 268.09 269.99 271.38 267.35 267.83 267 269.08 271.25 269.4 267.85 270.52 270.76 269 269.59 270.12 271.46 271.17 272.85 271.33 270.18 267.56 269.4312 7 26 Perforación de pozo en material duro de 12" de diámetro con 8" de revestimiento con material de PVC M 399.11 399.83 402.94 404.58 406.13 401.46 400.75 403.58 405.66 399.63 400.35 399.11 402.22 405.46 402.7 400.39 404.38 404.74 402.1 402.98 403.78 405.78 405.34 407.85 405.58 403.86 399.95 402.7412 7 27 Perforación de pozo en material rocoso de 12" de diámetro con 8" de revestimiento con material PVC M 544.25 545.23 549.47 551.71 553.83 547.46 546.48 550.35 553.18 544.96 545.94 544.25 548.5 552.9 549.15 545.99 551.43 551.92 548.33 549.53 550.62 553.34 552.74 556.17 553.07 550.73 545.39 549.212 7 28 Pantalla deflectora h=1.0m forjada con pared de ladrillo de obra p/lazo repellado y afinado; incluye soleras de 0.15x0.20m con M 58.87 58.99 59.44 59.65 59.94 59.26 59.09 59.53 59.84 58.93 59.05 58.87 59.34 59.83 59.38 59.08 59.61 59.68 59.32 59.46 59.56 59.86 59.82 60.17 59.83 59.58 58.99 59.4112 7 29 CAJA TIPO "U" DE LADRILLO DE BARRO PUESTO DE TRINCHERA DE 2.2X1.55X1.2M REPELLADA Y AFINADA CON TAPADERA METAL U 731.45 732.54 738.18 741.21 744.29 735.63 734.13 739.46 743.36 732.24 733.35 731.45 736.97 742.97 737.66 733.51 740.92 741.56 736.77 738.26 739.75 743.61 742.64 747 743.17 739.93 732.76 737.7

V LVULA DE PASO DE BRONCE DE 1/2"

V LVULA DE PASO DE BRONCE 1 1/4"

POZO A.P. C/TAPADERA MET LICACaja p/valvula globo 3/4" (INCLUYE VA LVULA)

12 8 1 UNION UNIVERSAL HO.GO 11/2" U 5.53 5.54 5.58 5.61 5.63 5.56 5.55 5.59 5.62 5.54 5.55 5.53 5.57 5.62 5.58 5.55 5.6 5.61 5.57 5.58 5.59 5.62 5.62 5.65 5.62 5.6 5.54 5.5812 8 2 UNION UNIVERSAL HO.GO 2" U 6.16 6.17 6.22 6.24 6.27 6.19 6.18 6.23 6.26 6.17 6.18 6.16 6.21 6.26 6.21 6.18 6.24 6.24 6.2 6.22 6.23 6.26 6.25 6.29 6.26 6.23 6.17 6.2112 8 3 UNION UNIVERSAL HO.GO 3" U 24.02 24.06 24.25 24.35 24.44 24.16 24.12 24.29 24.41 24.05 24.09 24.02 24.21 24.4 24.23 24.09 24.33 24.36 24.2 24.25 24.3 24.42 24.39 24.54 24.41 24.3 24.07 24.2412 8 4 CODO DE HO.GO 2"X45 U 6.13 6.14 6.19 6.21 6.24 6.17 6.16 6.2 6.23 6.14 6.15 6.13 6.18 6.23 6.19 6.15 6.21 6.22 6.18 6.19 6.2 6.23 6.23 6.26 6.23 6.2 6.14 6.1912 8 5 CODO A 90° HO.GO. Í2½" U 10.72 10.74 10.82 10.87 10.91 10.78 10.76 10.84 10.9 10.73 10.75 10.72 10.8 10.89 10.82 10.75 10.86 10.87 10.8 10.82 10.85 10.9 10.89 10.96 10.89 10.85 10.74 10.8212 8 6 CODO HOGO 4"X45 U 23.15 23.19 23.37 23.47 23.56 23.29 23.24 23.41 23.53 23.18 23.22 23.15 23.33 23.52 23.36 23.22 23.46 23.48 23.32 23.37 23.42 23.54 23.51 23.66 23.53 23.43 23.2 23.3612 8 7 CODO DE HO.GO.DE 2" U 5.51 5.52 5.56 5.58 5.6 5.54 5.53 5.57 5.6 5.51 5.52 5.51 5.55 5.59 5.56 5.52 5.58 5.58 5.55 5.56 5.57 5.6 5.59 5.63 5.59 5.57 5.52 5.5612 8 8 CODO DE HO.GO. 3" A 45° U 16.64 16.67 16.8 16.87 16.94 16.74 16.71 16.83 16.92 16.66 16.69 16.64 16.77 16.91 16.79 16.7 16.86 16.88 16.77 16.8 16.84 16.92 16.9 17.01 16.91 16.84 16.68 16.7912 8 9 CODO DE HO.GO. 3" A 90° U 15.75 15.77 15.9 15.96 16.02 15.84 15.81 15.92 16 15.77 15.79 15.75 15.87 16 15.89 15.8 15.95 15.97 15.86 15.9 15.93 16.01 15.99 16.09 16 15.93 15.78 15.8912 8 10 REDUCTOR DE HO.GO. Í 3/4"X1/2" U 1.7 1.7 1.71 1.72 1.73 1.71 1.7 1.71 1.72 1.7 1.7 1.7 1.71 1.72 1.71 1.7 1.72 1.72 1.71 1.71 1.72 1.72 1.72 1.73 1.72 1.72 1.7 1.7112 8 11 TEE DE HO.GO. Í 3/4" U 1.41 1.41 1.42 1.42 1.43 1.41 1.41 1.42 1.43 1.41 1.41 1.41 1.42 1.43 1.42 1.41 1.42 1.43 1.42 1.42 1.42 1.43 1.43 1.44 1.43 1.42 1.41 1.4212 8 12 CODO DE HO.GO. Í 1/2" U 0.99 1 1 1.01 1.01 1 1 1 1.01 1 1 0.99 1 1.01 1 1 1.01 1.01 1 1 1.01 1.01 1.01 1.02 1.01 1.01 1 112 8 13 CODO DE HO.GO. Í 3/4" U 1.34 1.34 1.35 1.36 1.36 1.34 1.34 1.35 1.36 1.34 1.34 1.34 1.35 1.36 1.35 1.34 1.35 1.36 1.35 1.35 1.35 1.36 1.36 1.37 1.36 1.35 1.34 1.3512 8 14 CODO DE HO.GO. 4" U 22.13 22.17 22.34 22.43 22.52 22.26 22.22 22.38 22.49 22.16 22.2 22.13 22.3 22.48 22.33 22.2 22.42 22.44 22.3 22.34 22.39 22.5 22.48 22.61 22.49 22.39 22.18 22.3312 8 15 TEE DE HO.GO. Í4" U 21.69 21.73 21.9 21.99 22.08 21.82 21.78 21.94 22.05 21.72 21.76 21.69 21.86 22.04 21.89 21.76 21.98 22 21.86 21.9 21.95 22.06 22.03 22.17 22.05 21.95 21.74 21.8912 8 16 TEE DE HO.GO 2" U 6.36 6.37 6.42 6.45 6.47 6.4 6.39 6.43 6.46 6.37 6.38 6.36 6.41 6.46 6.42 6.38 6.44 6.45 6.41 6.42 6.43 6.47 6.46 6.5 6.46 6.44 6.37 6.4212 8 17 NIPLE TODO ROSCA DE HO.GO. Í4" U 5.44 5.45 5.49 5.51 5.53 5.47 5.46 5.5 5.52 5.44 5.45 5.44 5.48 5.52 5.48 5.45 5.51 5.51 5.48 5.49 5.5 5.53 5.52 5.55 5.52 5.5 5.45 5.4912 8 18 TAPÓN HEMBRA DE HO.GO.Í4" U 10.56 10.58 10.67 10.71 10.75 10.63 10.61 10.68 10.74 10.58 10.6 10.56 10.65 10.73 10.66 10.6 10.7 10.71 10.64 10.67 10.69 10.74 10.73 10.8 10.74 10.69 10.59 10.6612 8 19 NIPLE HO.GO 3" U 1.13 1.14 1.14 1.15 1.15 1.14 1.14 1.15 1.15 1.13 1.14 1.13 1.14 1.15 1.14 1.14 1.15 1.15 1.14 1.14 1.15 1.15 1.15 1.16 1.15 1.15 1.14 1.1412 8 20 PURGA DE LODOS P/CAÑERIA DE 3" U 254.85 255.31 257.3 258.34 259.33 256.35 255.9 257.71 259.03 255.18 255.64 254.85 256.84 258.9 257.15 255.67 258.22 258.45 256.76 257.32 257.83 259.11 258.82 260.44 258.98 257.89 255.39 257.1712 8 21 TANQUILLA QUIEBRA PRESIÓN P/CAÑERIA DE 3" U 1400.04 1402.55 1413.48 1419.22 1424.67 1408.29 1405.78 1415.72 1422.99 1401.85 1404.37 1400.04 1410.96 1422.29 1412.64 1404.52 1418.52 1419.78 1410.54 1413.61 1416.42 1423.42 1421.87 1430.7 1422.72 1416.7 1402.98 1412.7812 8 22 TANQUILLA QUIEBRA PRESIÓN P/CAÑERÍA DE 2" U 741.73 743.06 748.85 751.89 754.78 746.1 744.77 750.04 753.89 742.69 744.02 741.73 747.52 753.52 748.41 744.11 751.52 752.19 747.29 748.92 750.41 754.11 753.29 757.98 753.74 750.56 743.28 748.4812 8 23 TANQUILLA QUIEBRA PRESIÓN P/ CAÑERÍA DE 1 1\2" U 641.32 642.47 647.48 650.11 652.61 645.1 643.95 648.51 651.84 642.15 643.3 641.32 646.33 651.52 647.1 643.38 649.79 650.37 646.13 647.54 648.82 652.03 651.32 655.37 651.71 648.96 642.67 647.1612 8 24 PURGA DE AIRE U 98.71 98.89 99.66 100.06 100.45 99.29 99.12 99.82 100.33 98.84 99.01 98.71 99.48 100.28 99.6 99.03 100.02 100.1 99.45 99.67 99.86 100.36 100.25 100.87 100.31 99.89 98.92 99.6112 8 25 CAPTACIÓN EN LADERA P/CAÑERÍA DE 2" U 1716.44 1719.53 1732.91 1739.95 1746.65 1726.56 1723.48 1735.66 1744.59 1718.67 1721.76 1716.44 1729.83 1743.73 1731.89 1721.93 1739.1 1740.64 1729.32 1733.09 1736.52 1745.11 1743.21 1754.03 1744.24 1736.86 1720.04 1732.0612 8 26 CAPTACIÓN EN LADERA P/CAÑERÍA DE 1 1/2" U 1684.64 1687.67 1700.81 1707.72 1714.29 1694.58 1691.55 1703.51 1712.27 1686.82 1689.86 1684.64 1697.78 1711.42 1699.8 1690.03 1706.88 1708.39 1697.28 1700.98 1704.35 1712.77 1710.92 1721.53 1711.93 1704.69 1688.18 1699.9712 8 27 CAPTACIÓN EN LADERA P/ CAÑERÍA DE 2 1/2" U 1892.79 1896.2 1910.96 1918.72 1926.1 1903.95 1900.55 1913.99 1923.83 1895.24 1898.65 1892.79 1907.56 1922.88 1909.82 1898.85 1917.77 1919.48 1906.99 1911.15 1914.93 1924.4 1922.31 1934.24 1923.45 1915.31 1896.76 1910.0112 8 28 PURGA DE LODOS P/CAÑERÍA DE 2" U 139.91 140.15 141.25 141.82 142.37 140.73 140.48 141.47 142.2 140.09 140.33 139.91 141 142.13 141.17 140.36 141.76 141.88 140.96 141.26 141.54 142.24 142.08 142.98 142.17 141.58 140.2 141.1812 8 29 PURGA DE LODOS P/CAÑERÍA DE 1 1/2" U 150.41 150.68 151.85 152.47 153.05 151.29 151.03 152.1 152.87 150.6 150.87 150.41 151.59 152.8 151.77 150.9 152.4 152.53 151.54 151.87 152.17 152.92 152.75 153.71 152.85 152.21 150.73 151.7812 8 30 PURGA DE LODOS P/CAÑERÍA DE 2 1/2" U 161.69 161.98 163.24 163.91 164.53 162.64 162.35 163.5 164.34 161.9 162.19 161.69 162.95 164.26 163.15 162.21 163.83 163.97 162.9 163.25 163.58 164.39 164.21 165.24 164.31 163.62 162.03 163.1612 8 31 PUNTALES PARA CAÑERÍA DE 1 1/2" M 17.01 17.04 17.17 17.24 17.31 17.11 17.08 17.2 17.29 17.03 17.06 17.01 17.14 17.28 17.16 17.06 17.23 17.25 17.14 17.17 17.21 17.29 17.27 17.38 17.28 17.21 17.04 17.1612 8 32 TANQUILLA QUIEBRA PRESIÓN P/CAÑERÍA DE 4' U 1820.67 1823.94 1838.14 1845.61 1852.71 1831.41 1828.13 1841.06 1850.52 1823.03 1826.31 1820.67 1834.87 1849.61 1837.06 1826.5 1844.7 1846.34 1834.32 1838.32 1841.97 1851.07 1849.06 1860.54 1850.16 1842.34 1824.49 1837.2412 8 33 PUNTALES PARA CAÑERÍA DE 2" M 17.01 17.04 17.17 17.24 17.31 17.11 17.08 17.2 17.29 17.03 17.06 17.01 17.14 17.28 17.16 17.06 17.23 17.25 17.14 17.17 17.21 17.29 17.27 17.38 17.28 17.21 17.04 17.1612 8 34 PUNTALES PARA CANERIA DE 3" M 34.79 34.85 35.12 35.26 35.4 34.99 34.93 35.17 35.36 34.83 34.89 34.79 35.06 35.34 35.1 34.9 35.24 35.28 35.05 35.12 35.19 35.37 35.33 35.55 35.35 35.2 34.86 35.112 8 35 PUNTALES PARA CAÑERÍA DE 4"" M 35.97 36.04 36.32 36.46 36.61 36.18 36.12 36.37 36.56 36.02 36.08 35.97 36.25 36.54 36.3 36.09 36.45 36.48 36.24 36.32 36.39 36.57 36.53 36.76 36.55 36.4 36.05 36.312 8 36 CODO DE ° 6 HOGO C/u 65.39 65.51 66.02 66.28 66.54 65.77 65.66 66.12 66.46 65.47 65.59 65.39 65.9 66.43 65.98 65.6 66.25 66.31 65.88 66.02 66.15 66.48 66.41 66.82 66.45 66.17 65.53 65.9812 8 37 UNION UNIVERSAL HO.GO 1" C/u 3.43 3.44 3.46 3.48 3.49 3.45 3.44 3.47 3.49 3.43 3.44 3.43 3.46 3.48 3.46 3.44 3.48 3.48 3.46 3.46 3.47 3.49 3.48 3.51 3.49 3.47 3.44 3.4612 8 38 UNION UNIVERSAL HO.GO 11/4" C/u 5.9 5.91 5.96 5.98 6.01 5.94 5.93 5.97 6 5.91 5.92 5.9 5.95 6 5.96 5.92 5.98 5.99 5.95 5.96 5.97 6 6 6.03 6 5.97 5.92 5.9612 8 39 UNION UNIVERSAL 3/4PUL HOGO C/u 2.79 2.8 2.82 2.83 2.84 2.81 2.8 2.82 2.84 2.79 2.8 2.79 2.81 2.84 2.82 2.8 2.83 2.83 2.81 2.82 2.82 2.84 2.83 2.85 2.84 2.82 2.8 2.8212 8 40 UNION UNIVERSAL HOGO 6 PULG C/u 51.24 51.33 51.73 51.94 52.14 51.54 51.45 51.81 52.08 51.3 51.4 51.24 51.64 52.05 51.7 51.4 51.91 51.96 51.62 51.74 51.84 52.09 52.04 52.36 52.07 51.85 51.35 51.712 8 41 CODO 1-1/4 11° HOGO C/u 2.19 2.19 2.21 2.22 2.23 2.2 2.2 2.21 2.23 2.19 2.2 2.19 2.21 2.23 2.21 2.2 2.22 2.22 2.21 2.21 2.22 2.23 2.22 2.24 2.23 2.22 2.19 2.2112 8 42 UNION UNIVERSAL ° 2-1/2 HO GO C/u 18.12 18.15 18.29 18.37 18.44 18.23 18.19 18.32 18.42 18.14 18.18 18.12 18.26 18.41 18.28 18.18 18.36 18.38 18.26 18.3 18.33 18.42 18.4 18.52 18.41 18.34 18.16 18.2912 8 43 TEE ° 2-1/2 HO GO C/u 45.05 45.13 45.48 45.67 45.84 45.32 45.23 45.55 45.79 45.11 45.19 45.05 45.4 45.77 45.46 45.19 45.64 45.69 45.39 45.49 45.58 45.8 45.75 46.04 45.78 45.59 45.14 45.4612 8 44 CODO DE HO.GO 1"X45 C/u 1.78 1.78 1.8 1.8 1.81 1.79 1.79 1.8 1.81 1.78 1.79 1.78 1.79 1.81 1.8 1.79 1.8 1.81 1.79 1.8 1.8 1.81 1.81 1.82 1.81 1.8 1.78 1.812 8 45 CODO DE HO.GO 11/2"X45 C/u 3.04 3.05 3.07 3.08 3.09 3.06 3.05 3.07 3.09 3.04 3.05 3.04 3.06 3.09 3.07 3.05 3.08 3.08 3.06 3.07 3.08 3.09 3.09 3.11 3.09 3.08 3.05 3.0712 8 46 CODO A 45° HO.GO. Í2½" C/u 14.77 14.8 14.91 14.97 15.03 14.86 14.83 14.94 15.01 14.79 14.82 14.77 14.89 15.01 14.9 14.82 14.97 14.98 14.88 14.91 14.94 15.02 15 15.09 15.01 14.95 14.8 14.912 8 47 CODO 90° Í 1 ¼" HO.GO. C/u 3.3 3.3 3.33 3.34 3.35 3.32 3.31 3.33 3.35 3.3 3.31 3.3 3.32 3.35 3.33 3.31 3.34 3.34 3.32 3.33 3.33 3.35 3.35 3.37 3.35 3.33 3.3 3.3312 8 48 TEE DE HO.GO 1" C/u 2.2 2.2 2.22 2.23 2.24 2.21 2.21 2.22 2.24 2.2 2.21 2.2 2.22 2.24 2.22 2.21 2.23 2.23 2.22 2.22 2.23 2.24 2.23 2.25 2.24 2.23 2.2 2.2212 8 49 TEE DE HO.GO. Í6" C/u 65.57 65.68 66.19 66.46 66.72 65.95 65.83 66.3 66.64 65.65 65.77 65.57 66.08 66.61 66.16 65.78 66.43 66.49 66.06 66.2 66.33 66.66 66.59 67 66.63 66.35 65.7 66.1612 8 50 TEE DE HO.GO 11/2" C/u 4.76 4.77 4.81 4.83 4.84 4.79 4.78 4.81 4.84 4.77 4.77 4.76 4.8 4.84 4.8 4.78 4.82 4.83 4.8 4.81 4.82 4.84 4.83 4.86 4.84 4.82 4.77 4.812 8 51 TEE DE HO.GO 3" C/u 14.27 14.3 14.41 14.47 14.52 14.35 14.33 14.43 14.5 14.29 14.31 14.27 14.38 14.5 14.4 14.32 14.46 14.47 14.38 14.41 14.44 14.51 14.49 14.58 14.5 14.44 14.3 14.412 8 52 REDUCTOR DE HO.GO. Í 1"X ¼" C/u 2.06 2.06 2.08 2.08 2.09 2.07 2.06 2.08 2.09 2.06 2.06 2.06 2.07 2.09 2.07 2.06 2.08 2.08 2.07 2.08 2.08 2.09 2.09 2.1 2.09 2.08 2.06 2.0712 8 53 REDUCTOR DE HO.GO. Í 2"X 1" C/u 6.42 6.43 6.48 6.51 6.53 6.46 6.44 6.49 6.52 6.43 6.44 6.42 6.47 6.52 6.48 6.44 6.5 6.51 6.47 6.48 6.49 6.53 6.52 6.56 6.52 6.49 6.43 6.4812 8 54 REDUCTOR DE HO.GO. Í 4"X 2" C/u 7.48 7.49 7.55 7.58 7.61 7.52 7.51 7.56 7.6 7.49 7.5 7.48 7.53 7.6 7.54 7.5 7.57 7.58 7.53 7.55 7.56 7.6 7.59 7.64 7.6 7.57 7.49 7.5412 8 55 REDUCTOR DE HO.GO. Í3"X 2½" C/u 6.7 6.71 6.76 6.79 6.81 6.74 6.72 6.77 6.81 6.7 6.72 6.7 6.75 6.8 6.76 6.72 6.78 6.79 6.75 6.76 6.77 6.81 6.8 6.84 6.8 6.78 6.71 6.7612 8 56 BUSHING REDUCTOR HO.GO 11/4"X1/2" C/u 2.13 2.13 2.15 2.16 2.17 2.14 2.14 2.15 2.16 2.13 2.14 2.13 2.15 2.16 2.15 2.14 2.16 2.16 2.15 2.15 2.15 2.17 2.16 2.18 2.16 2.16 2.13 2.1512 8 57 BUSHING REDUCTOR HO.GO 11/2"X1/2" C/u 2.59 2.59 2.61 2.63 2.64 2.61 2.6 2.62 2.63 2.59 2.6 2.59 2.61 2.63 2.61 2.6 2.62 2.63 2.61 2.62 2.62 2.63 2.63 2.65 2.63 2.62 2.6 2.6112 8 58 BUSHING REDUCTOR HO.GO 2"X1" C/u 7.5 7.51 7.57 7.6 7.63 7.54 7.53 7.58 7.62 7.51 7.52 7.5 7.56 7.62 7.57 7.52 7.6 7.61 7.56 7.57 7.59 7.63 7.62 7.66 7.62 7.59 7.52 7.5712 8 59 BUSHING REDUCTOR HO.GO 2"X11/2" C/u 3.9 3.91 3.94 3.95 3.97 3.92 3.92 3.94 3.96 3.91 3.91 3.9 3.93 3.96 3.94 3.91 3.95 3.96 3.93 3.94 3.95 3.97 3.96 3.99 3.96 3.95 3.91 3.9412 8 60 BUSHING REDUCTOR HO.GO 3"X1" C/u 6.48 6.49 6.54 6.57 6.59 6.52 6.51 6.55 6.59 6.49 6.5 6.48 6.53 6.58 6.54 6.5 6.57 6.57 6.53 6.54 6.56 6.59 6.58 6.62 6.59 6.56 6.49 6.5412 8 61 BUSHING REDUCTOR HO.GO 4"X1/2" C/u 13.79 13.82 13.92 13.98 14.03 13.87 13.85 13.95 14.02 13.81 13.83 13.79 13.9 14.01 13.92 13.84 13.97 13.99 13.89 13.92 13.95 14.02 14.01 14.09 14.01 13.96 13.82 13.9212 8 62 BUSHING REDUCTOR HO.GO 3"X2" C/u 6.67 6.68 6.74 6.76 6.79 6.71 6.7 6.75 6.78 6.68 6.69 6.67 6.72 6.78 6.73 6.69 6.76 6.77 6.72 6.74 6.75 6.78 6.78 6.82 6.78 6.75 6.69 6.7312 8 63 BUSHING REDUCTIR DE 2-1/2X1 HO GO C/u 5.91 5.92 5.97 5.99 6.01 5.95 5.93 5.98 6.01 5.92 5.93 5.91 5.96 6 5.96 5.93 5.99 5.99 5.95 5.97 5.98 6.01 6 6.04 6.01 5.98 5.92 5.9612 8 64 BUSHING REDUCTOR HO.GO 2"X1/2" C/u 5.07 5.08 5.12 5.14 5.16 5.1 5.09 5.13 5.15 5.08 5.09 5.07 5.11 5.15 5.12 5.09 5.14 5.14 5.11 5.12 5.13 5.16 5.15 5.18 5.15 5.13 5.08 5.1212 8 65 TAPON HEMBRA HO.GO 1/2" C/u 0.53 0.53 0.54 0.54 0.54 0.54 0.53 0.54 0.54 0.53 0.53 0.53 0.54 0.54 0.54 0.53 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.53 0.5412 8 66 TAPON HEMBRA HO.GO 1" C/u 1.28 1.28 1.29 1.3 1.3 1.29 1.29 1.29 1.3 1.28 1.28 1.28 1.29 1.3 1.29 1.28 1.3 1.3 1.29 1.29 1.3 1.3 1.3 1.31 1.3 1.3 1.28 1.2912 8 67 TAPON HEMBRA HO.GO 11/4" C/u 1.34 1.34 1.35 1.36 1.36 1.35 1.35 1.36 1.36 1.34 1.34 1.34 1.35 1.36 1.35 1.34 1.36 1.36 1.35 1.35 1.36 1.36 1.36 1.37 1.36 1.36 1.34 1.3512 8 68 TAPON HEMBRA HO.GO 11/2" C/u 1.24 1.24 1.25 1.26 1.26 1.25 1.25 1.25 1.26 1.24 1.24 1.24 1.25 1.26 1.25 1.24 1.26 1.26 1.25 1.25 1.25 1.26 1.26 1.27 1.26 1.25 1.24 1.2512 8 69 TAPON HEMBRA HO.GO 2" C/u 1.47 1.47 1.48 1.49 1.5 1.48 1.48 1.49 1.49 1.47 1.47 1.47 1.48 1.49 1.48 1.47 1.49 1.49 1.48 1.48 1.49 1.49 1.49 1.5 1.49 1.49 1.47 1.4812 8 70 TAPON HEMBRA HO.GO. 3" C/u 5.13 5.14 5.18 5.2 5.22 5.16 5.15 5.19 5.21 5.14 5.15 5.13 5.17 5.21 5.18 5.15 5.2 5.2 5.17 5.18 5.19 5.22 5.21 5.24 5.21 5.19 5.14 5.1812 8 71 TEE REDUCTOR HO.GO 1"X1/2" C/u 3.03 3.04 3.06 3.07 3.08 3.05 3.04 3.06 3.08 3.03 3.04 3.03 3.05 3.08 3.06 3.04 3.07 3.07 3.05 3.06 3.07 3.08 3.08 3.1 3.08 3.07 3.04 3.0612 8 72 TEE REDUCTOR HO.GO 11/2"X11/4" C/u 4.14 4.15 4.18 4.2 4.21 4.16 4.16 4.19 4.21 4.15 4.15 4.14 4.17 4.21 4.18 4.15 4.19 4.2 4.17 4.18 4.19 4.21 4.2 4.23 4.21 4.19 4.15 4.1812 8 73 TEE REDUCTOR HO.GO 11/2"X1/2" C/u 5.64 5.65 5.69 5.72 5.74 5.67 5.66 5.7 5.73 5.65 5.66 5.64 5.68 5.73 5.69 5.66 5.71 5.72 5.68 5.69 5.71 5.73 5.73 5.76 5.73 5.71 5.65 5.6912 8 74 TEE REDUCTOR HO.GO 2"X11/4" C/u 6.33 6.34 6.39 6.42 6.44 6.37 6.36 6.4 6.43 6.34 6.35 6.33 6.38 6.43 6.39 6.35 6.41 6.42 6.38 6.39 6.4 6.44 6.43 6.47 6.43 6.41 6.34 6.3912 8 75 TEE REDUCTOR HO.GO 21/2"X2 C/u 13.07 13.09 13.2 13.25 13.3 13.15 13.12 13.22 13.28 13.09 13.11 13.07 13.17 13.28 13.19 13.11 13.24 13.25 13.17 13.2 13.22 13.29 13.27 13.36 13.28 13.23 13.1 13.1912 8 76 UNION UNIVERSAL HOGO 1/2 PULGADA C/u 3.92 3.92 3.95 3.97 3.98 3.94 3.93 3.96 3.98 3.92 3.93 3.92 3.95 3.98 3.95 3.93 3.97 3.97 3.94 3.95 3.96 3.98 3.98 4 3.98 3.96 3.92 3.9512 8 77 TEE HO. GO. DE 4" S/MATERIAL C/u 19.38 19.41 19.57 19.65 19.72 19.49 19.46 19.6 19.7 19.41 19.44 19.38 19.53 19.69 19.55 19.44 19.64 19.65 19.53 19.57 19.61 19.7 19.68 19.8 19.69 19.61 19.42 19.5612 8 78 NIPLE HO.GO 1" C/u 0.74 0.74 0.75 0.75 0.75 0.74 0.74 0.75 0.75 0.74 0.74 0.74 0.75 0.75 0.75 0.74 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.76 0.75 0.75 0.74 0.7512 8 79 NIPLE HO.GO 11/4" C/u 0.81 0.81 0.82 0.82 0.82 0.81 0.81 0.82 0.82 0.81 0.81 0.81 0.82 0.82 0.82 0.81 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.83 0.82 0.82 0.81 0.8212 8 80 NIPLE HO.GO 11/2" C/u 0.83 0.83 0.84 0.84 0.84 0.84 0.83 0.84 0.84 0.83 0.83 0.83 0.84 0.84 0.84 0.83 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.85 0.84 0.84 0.83 0.8412 8 81 NIPLE HO.GO 2" C/u 1.6 1.6 1.62 1.62 1.63 1.61 1.61 1.62 1.63 1.6 1.61 1.6 1.61 1.63 1.61 1.61 1.62 1.62 1.61 1.62 1.62 1.63 1.63 1.64 1.63 1.62 1.6 1.6112 8 82 CODO ° 1 90° HO GO C/u 2.19 2.19 2.21 2.22 2.23 2.2 2.2 2.21 2.23 2.19 2.2 2.19 2.21 2.23 2.21 2.2 2.22 2.22 2.21 2.21 2.22 2.23 2.22 2.24 2.23 2.22 2.19 2.2112 8 83 NIPLE DE HO.GO 11/2"X0.50 C/u 5.66 5.67 5.71 5.74 5.76 5.69 5.68 5.72 5.75 5.67 5.68 5.66 5.7 5.75 5.71 5.68 5.73 5.74 5.7 5.72 5.73 5.75 5.75 5.78 5.75 5.73 5.67 5.7112 8 84 NIPLE DE HO.GO 11/4"X0.50 C/u 4.37 4.38 4.41 4.43 4.45 4.4 4.39 4.42 4.44 4.38 4.38 4.37 4.4 4.44 4.41 4.38 4.43 4.43 4.4 4.41 4.42 4.44 4.44 4.47 4.44 4.42 4.38 4.4112 8 85 NIPLE DE HO.GO 2" X0.50 C/u 6.99 7 7.06 7.09 7.11 7.03 7.02 7.07 7.1 7 7.01 6.99 7.04 7.1 7.05 7.01 7.08 7.09 7.04 7.06 7.07 7.11 7.1 7.14 7.1 7.07 7 7.0512 8 86 NIPLE DE HO.GO 2"X1.00 C/u 11.85 11.87 11.96 12.01 12.06 11.92 11.9 11.98 12.04 11.87 11.89 11.85 11.94 12.04 11.96 11.89 12.01 12.02 11.94 11.97 11.99 12.05 12.04 12.11 12.04 11.99 11.88 11.9612 8 87 NIPLE HOGO 6 PULG. TODO ROSCA C/u 18.36 18.39 18.54 18.61 18.68 18.47 18.44 18.57 18.66 18.39 18.42 18.36 18.5 18.65 18.53 18.42 18.6 18.62 18.5 18.54 18.58 18.67 18.65 18.76 18.66 18.58 18.4 18.5312 8 88 NIPLE DE HO.GO 3"X0.50 C/u 12.32 12.34 12.44 12.49 12.54 12.39 12.37 12.46 12.52 12.34 12.36 12.32 12.42 12.52 12.43 12.36 12.48 12.49 12.41 12.44 12.46 12.53 12.51 12.59 12.52 12.47 12.35 12.4312 8 89 NIPLE GALVANIZADO T/R ° 2-1/2 PULG C/u 12.12 12.14 12.24 12.29 12.33 12.19 12.17 12.26 12.32 12.14 12.16 12.12 12.22 12.31 12.23 12.16 12.28 12.29 12.21 12.24 12.26 12.32 12.31 12.39 12.32 12.26 12.15 12.2312 8 90 NIPLE HOGO TR DE 1/2 PULGADA C/u 1.4 1.4 1.41 1.42 1.42 1.4 1.4 1.41 1.42 1.4 1.4 1.4 1.41 1.42 1.41 1.4 1.41 1.42 1.41 1.41 1.41 1.42 1.42 1.43 1.42 1.41 1.4 1.4112 8 91 Suministro e instalación de reductor 3"x1½" de Ho.Go C/u 4.55 4.56 4.59 4.61 4.63 4.57 4.57 4.6 4.62 4.55 4.56 4.55 4.58 4.62 4.59 4.56 4.61 4.61 4.58 4.59 4.6 4.62 4.62 4.65 4.62 4.6 4.56 4.5912 8 92 SIFON DE REBOSE DE 3" Ho.Go. U 49.51 49.57 49.98 50.16 50.36 49.8 49.69 50.04 50.3 49.57 49.63 49.51 49.89 50.3 49.92 49.63 50.13 50.18 49.86 49.98 50.07 50.33 50.27 50.57 50.3 50.07 49.6 49.9212 8 93 RESPIRADERO HoGo 4" U 91.92 92.09 92.8 93.17 93.53 92.46 92.3 92.94 93.42 92.04 92.2 91.92 92.63 93.37 92.74 92.21 93.13 93.21 92.61 92.81 92.99 93.45 93.34 93.92 93.4 93.01 92.11 92.7512 8 94 PURGA DE AIRE AUTOMATICA EN TUBERIA DE 3" U 214.65 215.04 216.71 217.59 218.43 215.92 215.53 217.06 218.17 214.93 215.32 214.65 216.33 218.07 216.58 215.34 217.49 217.68 216.26 216.73 217.16 218.24 218 219.35 218.13 217.21 215.1 216.6112 8 95 PURGA DE AIRE AUTOMATICA EN TUBERIA DE 1" U 179.43 179.76 181.16 181.89 182.59 180.49 180.17 181.44 182.38 179.67 179.99 179.43 180.83 182.29 181.05 180.01 181.8 181.96 180.78 181.18 181.53 182.43 182.23 183.36 182.34 181.57 179.81 181.0712 8 96 PURGA DE AIRE AUTOMATICA EN TUBERIA DE 1-1/2" U 379.43 380.12 383.08 384.63 386.11 381.67 380.99 383.68 385.66 379.93 380.61 379.43 382.39 385.47 382.85 380.65 384.44 384.78 382.28 383.12 383.87 385.77 385.35 387.74 385.58 383.95 380.23 382.8912 8 97 PURGA DE AIRE AUTOMATICA EN TUBERIA DE 2" U 469.43 470.28 473.94 475.87 477.7 472.2 471.36 474.69 477.13 470.04 470.89 469.43 473.1 476.9 473.66 470.94 475.63 476.05 472.96 473.99 474.93 477.27 476.76 479.72 477.04 475.02 470.42 473.7112 8 98 PURGA DE AIRE AUTOMATICA EN TUBERIA DE 2-1/2" U 399.43 400.15 403.27 404.91 406.46 401.79 401.07 403.91 405.99 399.95 400.67 399.43 402.55 405.79 403.03 400.71 404.71 405.07 402.43 403.31 404.11 406.11 405.67 408.18 405.91 404.19 400.27 403.0712 8 99 TAPON MACHO Ho.Go. 1/2" U 0.6 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.6 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.62 0.61 0.61 0.61 0.61

12 8 100 SIFON DE REBOSE Ho.Go. DE 4" U 27.57 27.62 27.83 27.94 28.05 27.72 27.68 27.87 28.01 27.61 27.65 27.57 27.78 28 27.82 27.65 27.93 27.96 27.78 27.83 27.89 28.03 28 28.17 28.01 27.89 27.63 27.8212 8 101 CAPTACION EN LADERA PARA CAÑERIA DE 3" U 1742.69 1746.01 1759.21 1766.73 1773.19 1753.07 1749.79 1762.08 1771.17 1745.07 1748.05 1742.69 1756.44 1770.48 1758.42 1748.15 1765.69 1767.24 1755.78 1759.43 1763.02 1771.72 1769.94 1780.89 1770.87 1763.16 1746.39 1758.6512 8 102 Anclaje Metalico para HO Go M 1.66 1.66 1.67 1.68 1.69 1.67 1.67 1.68 1.69 1.66 1.66 1.66 1.67 1.69 1.67 1.66 1.68 1.68 1.67 1.67 1.68 1.69 1.68 1.7 1.69 1.68 1.66 1.6712 8 103 Niple de Ho. Go. de 3/4" x 1.70 mts. C/u 7.08 7.09 7.14 7.17 7.2 7.12 7.11 7.16 7.19 7.09 7.1 7.08 7.13 7.19 7.14 7.1 7.17 7.18 7.13 7.15 7.16 7.19 7.19 7.23 7.19 7.16 7.09 7.1412 8 104 Niple de Ho.Go. de 3/4" x 0.15 mts. C/u 2.44 2.45 2.47 2.48 2.49 2.46 2.45 2.47 2.48 2.45 2.45 2.44 2.46 2.48 2.47 2.45 2.48 2.48 2.46 2.47 2.47 2.49 2.48 2.5 2.48 2.47 2.45 2.4712 8 105 Niple de Ho.Go. de 3/4" x 2.50 mts. C/u 8.84 8.86 8.93 8.96 9 8.89 8.88 8.94 8.99 8.85 8.87 8.84 8.91 8.98 8.92 8.87 8.96 8.97 8.91 8.93 8.95 8.99 8.98 9.04 8.99 8.95 8.86 8.9212 8 106 Reductor Ho. Go. de 1 1/2" x 3/4" C/u 4.45 4.46 4.5 4.52 4.53 4.48 4.47 4.5 4.53 4.46 4.47 4.45 4.49 4.52 4.49 4.47 4.51 4.52 4.49 4.5 4.51 4.53 4.52 4.55 4.53 4.51 4.46 4.4912 8 107 Reductor Ho. Go. de 2" x 3/4" C/u 4.49 4.5 4.53 4.55 4.57 4.52 4.51 4.54 4.57 4.5 4.51 4.49 4.53 4.56 4.53 4.51 4.55 4.56 4.53 4.54 4.54 4.57 4.56 4.59 4.56 4.55 4.5 4.5312 8 108 Reductor Ho. Go. de 1" x 3/4" C/u 1.82 1.82 1.84 1.84 1.85 1.83 1.83 1.84 1.85 1.82 1.83 1.82 1.83 1.85 1.84 1.83 1.84 1.85 1.83 1.84 1.84 1.85 1.85 1.86 1.85 1.84 1.82 1.8412 8 109 UNION DRESSER HO. FO. DE 3" U 73.58 73.72 74.29 74.59 74.88 74.02 73.89 74.41 74.79 73.68 73.81 73.58 74.16 74.75 74.25 73.82 74.56 74.62 74.14 74.3 74.45 74.81 74.73 75.2 74.78 74.46 73.74 74.2512 8 110 TEE REDUCTOR HO.GO 11/4"X1/2" C/u 3.83 3.84 3.87 3.89 3.9 3.86 3.85 3.88 3.9 3.84 3.85 3.83 3.86 3.9 3.87 3.85 3.89 3.89 3.86 3.87 3.88 3.9 3.89 3.92 3.9 3.88 3.84 3.8712 8 111 Reductor de Ho.Go. 4''X 3'' U 12.22 12.25 12.34 12.39 12.44 12.3 12.27 12.36 12.42 12.24 12.26 12.22 12.32 12.42 12.33 12.26 12.39 12.4 12.32 12.34 12.37 12.43 12.42 12.49 12.42 12.37 12.25 12.3412 8 112 COPLE DE Ho. Go. Í 2" (Incluye suministro e instalacion) C/u 4.58 4.59 4.62 4.64 4.66 4.61 4.6 4.63 4.65 4.59 4.59 4.58 4.61 4.65 4.62 4.59 4.64 4.64 4.61 4.62 4.63 4.66 4.65 4.68 4.65 4.63 4.59 4.6212 8 113 Niple de Ho. Go. Í 2" de 13 cms. (incluye suministro e instalacion) C/u 5.48 5.49 5.53 5.55 5.58 5.51 5.5 5.54 5.57 5.49 5.5 5.48 5.52 5.57 5.53 5.5 5.55 5.56 5.52 5.53 5.54 5.57 5.56 5.6 5.57 5.54 5.49 5.5312 8 114 Suministro e intalacion de micromedidor Í 1/2" C/u 28.48 28.54 28.76 28.88 28.99 28.65 28.6 28.8 28.95 28.52 28.57 28.48 28.71 28.94 28.74 28.58 28.86 28.89 28.7 28.76 28.82 28.96 28.93 29.11 28.95 28.82 28.54 28.7412 8 115 COPLE DE Ho. Go. Í 2 1/2" (Incluye suministro e instalacion) C/u 5.45 5.46 5.51 5.53 5.55 5.49 5.48 5.52 5.54 5.46 5.47 5.45 5.5 5.54 5.5 5.47 5.53 5.53 5.5 5.51 5.52 5.55 5.54 5.57 5.54 5.52 5.47 5.512 8 116 UNION UNIVERSAL DE Ho Go. Í 4" (Suministro e intalacion) C/u 45.65 45.74 46.09 46.28 46.46 45.92 45.84 46.17 46.4 45.71 45.8 45.65 46.01 46.38 46.07 45.8 46.26 46.3 46 46.1 46.19 46.42 46.37 46.65 46.39 46.2 45.75 46.0712 8 117 SUMINISTRO E INSTALACION DE COPLA DE Ho. Go. DE 1" C/u 3.56 3.56 3.59 3.61 3.62 3.58 3.57 3.6 3.62 3.56 3.57 3.56 3.59 3.61 3.59 3.57 3.6 3.61 3.58 3.59 3.6 3.62 3.61 3.64 3.62 3.6 3.56 3.5912 8 119 Instalación Reductor Tipo Campana de 2 1/2" a 2" Ho.Go U 6.74 6.75 6.8 6.83 6.86 6.78 6.77 6.81 6.85 6.75 6.76 6.74 6.79 6.84 6.8 6.76 6.83 6.83 6.79 6.8 6.82 6.85 6.84 6.88 6.85 6.82 6.75 6.812 8 120 Purga de Lodos p/cañeria de 1 1/2". Sum. e instalacion U 110.47 110.67 111.53 111.98 112.41 111.12 110.92 111.71 112.28 110.61 110.81 110.47 111.33 112.23 111.46 110.82 111.93 112.03 111.3 111.54 111.76 112.31 112.19 112.89 112.26 111.78 110.7 111.4712 8 121 Purga de Aire en Tubería de 4" de PVC U 183.92 184.25 185.68 186.44 187.15 185 184.67 185.98 186.93 184.16 184.49 183.92 185.35 186.84 185.57 184.51 186.34 186.51 185.3 185.7 186.07 186.99 186.79 187.94 186.9 186.1 184.3 185.5912 8 122 Purga de Aire en Tuberia de 3" de PVC U 141.9 142.15 143.26 143.84 144.39 142.73 142.48 143.49 144.22 142.08 142.34 141.9 143 144.15 143.17 142.35 143.77 143.9 142.96 143.27 143.56 144.27 144.11 145 144.2 143.58 142.19 143.1912 8 123 Purga de Lodo para Cañeria de 1 1/4" U 62.34 62.45 62.94 63.19 63.43 62.7 62.59 63.03 63.36 62.42 62.53 62.34 62.82 63.33 62.9 62.54 63.16 63.22 62.8 62.94 63.07 63.38 63.31 63.7 63.35 63.08 62.47 62.912 8 124 Purga de Lodos para cañeria de 2" U 111.91 112.11 112.99 113.44 113.88 112.57 112.37 113.16 113.75 112.06 112.26 111.91 112.78 113.69 112.92 112.27 113.39 113.49 112.75 113 113.22 113.78 113.66 114.36 113.72 113.24 112.15 112.9312 8 125 Purga de Lodo para Cañeria de 4" U 154.81 155.09 156.3 156.93 157.54 155.72 155.45 156.54 157.35 155.01 155.29 154.81 156.02 157.27 156.2 155.31 156.85 156.99 155.97 156.31 156.62 157.4 157.23 158.2 157.32 156.65 155.14 156.2212 8 126 Purga de Lodos para Cañeria de 3" U 142.27 142.53 143.64 144.22 144.77 143.11 142.85 143.86 144.6 142.46 142.71 142.27 143.38 144.53 143.55 142.73 144.15 144.28 143.34 143.65 143.94 144.65 144.49 145.39 144.58 143.96 142.57 143.5712 8 127 RESPIRADERO DE Ho. Go. 3" (sin utilizacion de codo) C/u 15.08 15.11 15.23 15.29 15.35 15.17 15.14 15.25 15.33 15.1 15.13 15.08 15.2 15.32 15.22 15.13 15.28 15.29 15.19 15.23 15.26 15.33 15.32 15.41 15.33 15.26 15.11 15.2212 8 128 Sum. e instalacion de niple de Ho.Go. 1 1/2" x 10 cms. C/u 4.31 4.32 4.35 4.37 4.39 4.34 4.33 4.36 4.38 4.32 4.32 4.31 4.34 4.38 4.35 4.32 4.37 4.37 4.34 4.35 4.36 4.38 4.38 4.4 4.38 4.36 4.32 4.3512 8 129 Sum. e instalacion de niple de Ho. Go. 1" x 10 cms. C/u 3.65 3.66 3.68 3.7 3.71 3.67 3.66 3.69 3.71 3.65 3.66 3.65 3.68 3.71 3.68 3.66 3.7 3.7 3.68 3.69 3.69 3.71 3.71 3.73 3.71 3.69 3.66 3.6812 8 130 Sum. e instalacion de niple de Ho. Go. 1 1/2" x 20 cms. C/u 4.89 4.9 4.94 4.96 4.98 4.92 4.91 4.94 4.97 4.9 4.91 4.89 4.93 4.97 4.93 4.91 4.95 4.96 4.93 4.94 4.95 4.97 4.97 5 4.97 4.95 4.9 4.9312 8 131 Purga de aire en tuberia de 2" C/u 128.11 128.34 129.34 129.86 130.36 128.86 128.63 129.54 130.21 128.27 128.5 128.11 129.11 130.14 129.26 128.52 129.8 129.91 129.07 129.35 129.61 130.25 130.1 130.91 130.18 129.63 128.38 129.2712 8 132 Suministro e Instalación de codo de 1 1/2 x 90 U 3.81 3.82 3.85 3.86 3.88 3.83 3.83 3.85 3.87 3.82 3.82 3.81 3.84 3.87 3.84 3.82 3.86 3.86 3.84 3.85 3.86 3.87 3.87 3.89 3.87 3.86 3.82 3.8512 8 133 Respiradero de 2" sin codo U 10.51 10.53 10.61 10.66 10.7 10.57 10.55 10.63 10.68 10.52 10.54 10.51 10.59 10.68 10.61 10.54 10.65 10.66 10.59 10.61 10.63 10.69 10.68 10.74 10.68 10.64 10.53 10.6112 8 134 Rebose de HoGo de 2" sin codo con soldadura C/u 20.88 20.92 21.08 21.17 21.25 21.01 20.97 21.12 21.23 20.91 20.95 20.88 21.05 21.22 21.07 20.95 21.16 21.18 21.04 21.09 21.13 21.23 21.21 21.34 21.22 21.13 20.93 21.0712 8 135 TAPON HEMBRA Ho. Go. 2 1/2" C/u 3.31 3.31 3.34 3.35 3.36 3.32 3.32 3.34 3.36 3.31 3.32 3.31 3.33 3.36 3.34 3.32 3.35 3.35 3.33 3.34 3.34 3.36 3.36 3.38 3.36 3.34 3.31 3.3412 8 136 Sum. e Instalacion de abrazadera de 1 1/2" x 1/4"galvanizado (incluye perno de 1/2" x 10" y aditivo) C/u 17.26 17.29 17.43 17.5 17.57 17.36 17.33 17.46 17.54 17.28 17.32 17.26 17.4 17.54 17.42 17.32 17.49 17.51 17.39 17.43 17.46 17.55 17.53 17.64 17.54 17.47 17.3 17.4212 8 137 TEE DE HO GO ø3" CON VARILLA N° 4 SOLDADA PARA PASO AÉREO C/u 25.05 25.1 25.29 25.4 25.49 25.2 25.16 25.33 25.46 25.09 25.13 25.05 25.25 25.45 25.28 25.13 25.38 25.41 25.24 25.3 25.35 25.47 25.44 25.6 25.46 25.35 25.11 25.2812 8 138 CODO Ho. Go. DIAM. 1 1/4" a 45 GRADOS C/u 2.6 2.61 2.63 2.64 2.65 2.62 2.61 2.63 2.65 2.61 2.61 2.6 2.62 2.65 2.63 2.61 2.64 2.64 2.62 2.63 2.63 2.65 2.64 2.66 2.65 2.63 2.61 2.6312 8 139 SUM. E INSTALACION DE REDUCTOR CAMPANA DE Ho.Go. DE 1 1/2" A 1 1/4" C/u 3.3 3.31 3.33 3.35 3.36 3.32 3.32 3.34 3.36 3.31 3.31 3.3 3.33 3.35 3.33 3.31 3.35 3.35 3.33 3.33 3.34 3.36 3.35 3.37 3.36 3.34 3.31 3.3312 8 140 CURVA Ho. Go. 22o. DE 3" DE DIAM. C/u 6.29 6.3 6.35 6.37 6.4 6.32 6.31 6.36 6.39 6.29 6.31 6.29 6.34 6.39 6.34 6.31 6.37 6.38 6.33 6.35 6.36 6.39 6.38 6.42 6.39 6.36 6.3 6.3412 8 141 CODO Ho. Go. DE 2" A 22o. C/u 6.29 6.3 6.35 6.37 6.4 6.32 6.31 6.36 6.39 6.29 6.31 6.29 6.34 6.39 6.34 6.31 6.37 6.38 6.33 6.35 6.36 6.39 6.38 6.42 6.39 6.36 6.3 6.3412 8 142 REDUCTOR Ho. Go. DE 2 1/2" A 2" C/u 7.04 7.05 7.1 7.13 7.16 7.08 7.07 7.12 7.15 7.05 7.06 7.04 7.09 7.15 7.1 7.06 7.13 7.14 7.09 7.1 7.12 7.15 7.15 7.19 7.15 7.12 7.05 7.112 8 143 SUM. E INSTALACION DE CODO Y UNION UNIVERSAL DE Ho. Go. DE 1 1/4" para realineamiento de linea C/u 42.44 42.51 42.84 43.02 43.18 42.69 42.61 42.91 43.13 42.49 42.57 42.44 42.77 43.11 42.82 42.57 43 43.03 42.75 42.85 42.93 43.14 43.1 43.37 43.12 42.94 42.52 42.8212 8 144 Suministro e instalación de niple todo rosca de 1/2"x2" U 0.5 0.5 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.5 0.51 0.5 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.5 0.5112 8 145 Tee HO.GO 1¼" C/u 3.56 3.56 3.59 3.6 3.62 3.58 3.57 3.6 3.61 3.56 3.57 3.56 3.58 3.61 3.59 3.57 3.6 3.61 3.58 3.59 3.6 3.62 3.61 3.63 3.61 3.6 3.56 3.5912 8 146 Reductor Ho. Go. de 1¼" x 3/4" C/u 1.28 1.29 1.3 1.3 1.31 1.29 1.29 1.3 1.3 1.29 1.29 1.28 1.29 1.3 1.29 1.29 1.3 1.3 1.29 1.3 1.3 1.3 1.3 1.31 1.3 1.3 1.29 1.312 8 147 Suministro e instalación de curva de HoGo de Ø=1½" incluye accesorios C/u 22.58 22.62 22.79 22.89 22.97 22.71 22.67 22.83 22.95 22.61 22.65 22.58 22.75 22.94 22.78 22.65 22.88 22.9 22.75 22.8 22.84 22.95 22.93 23.07 22.94 22.85 22.62 22.7812 8 148 Suministro e instalación de curva de HoGo de Ø=2½" incluye accesorios C/u 41.31 41.39 41.71 41.88 42.04 41.56 41.48 41.78 41.99 41.37 41.44 41.31 41.64 41.97 41.69 41.45 41.86 41.9 41.62 41.71 41.8 42 41.96 42.22 41.98 41.81 41.4 41.6912 8 149 Suministro e instalación de curva de HoGo de Ø=3" incluye accesorios C/u 51.07 51.16 51.56 51.76 51.96 51.37 51.27 51.64 51.9 51.13 51.22 51.07 51.46 51.88 51.52 51.23 51.74 51.78 51.45 51.56 51.66 51.92 51.86 52.18 51.89 51.67 51.17 51.5312 8 150 Sifón y tubería de rebose de Ø=4" en HoGo U 243.47 243.91 245.81 246.81 247.76 244.91 244.47 246.2 247.47 243.79 244.23 243.47 245.37 247.34 245.66 244.25 246.69 246.91 245.3 245.83 246.32 247.54 247.27 248.8 247.42 246.37 243.98 245.6912 9 1 BOMBA SUMERGIBLE DE 20 H.P. MARCA MYERS C.D.=630` U 2451 2455.41 2474.53 2484.58 2494.14 2465.46 2461.05 2478.45 2491.2 2454.19 2458.6 2451 2470.12 2489.97 2473.06 2458.84 2483.35 2485.56 2469.38 2474.77 2479.68 2491.93 2489.24 2504.68 2490.71 2480.17 2456.15 2473.312 9 2 BOMBA 1½ H.P.CON TANQUE DE PRESIÓN Y ACCESORIOS U 712.55 713.83 719.39 722.31 725.09 716.75 715.47 720.53 724.24 713.48 714.76 712.55 718.11 723.88 718.96 714.83 721.96 722.6 717.89 719.46 720.89 724.45 723.67 728.15 724.09 721.03 714.05 719.0312 9 3 BOMBA 1 H.P.C/ACCESORS.P/POZO ACISTER.3.50M.ALT. U 460.18 461.01 464.6 466.48 468.28 462.9 462.07 465.33 467.73 460.78 461.61 460.18 463.77 467.5 464.32 461.65 466.25 466.67 463.63 464.64 465.56 467.87 467.36 470.26 467.63 465.66 461.15 464.3712 9 4 BOMBA 2 H.P.C/ACCESORIOS PARA 3.50M. DE ALT. U 309 309.56 311.97 313.23 314.44 310.82 310.27 312.46 314.07 309.4 309.96 309 311.41 313.91 311.78 309.99 313.08 313.36 311.32 312 312.62 314.16 313.82 315.77 314.01 312.68 309.65 311.8112 9 5 U 325.75 326.33 328.88 330.21 331.48 327.67 327.08 329.4 331.09 326.17 326.76 325.75 328.29 330.93 328.68 326.79 330.05 330.34 328.19 328.91 329.56 331.19 330.83 332.88 331.02 329.62 326.43 328.7112 9 6 INST.BOMBA MANUAL P/CISTE.(CAP=10MINC.GRANADA1¼") U 185.99 186.32 187.77 188.54 189.26 187.08 186.75 188.07 189.04 186.23 186.56 185.99 187.44 188.94 187.66 186.58 188.44 188.61 187.38 187.79 188.16 189.09 188.89 190.06 189 188.2 186.38 187.6812 9 7 INSTAL.BOMBA MANUAL POZO(CAP=55 MINCL.GRANADA 1¼) U 1308.94 1311.3 1321.51 1326.88 1331.98 1316.67 1314.31 1323.6 1330.41 1310.64 1313 1308.94 1319.15 1329.76 1320.72 1313.13 1326.22 1327.4 1318.76 1321.64 1324.26 1330.8 1329.36 1337.61 1330.15 1324.52 1311.69 1320.8512 9 8 SUMINISTRO E INSTALACION BOMBA DE PICHEL C/u 507.79 508.7 512.66 514.75 516.73 510.78 509.87 513.48 516.12 508.45 509.36 507.79 511.75 515.86 512.36 509.41 514.49 514.95 511.6 512.71 513.73 516.27 515.71 518.91 516.01 513.83 508.85 512.4112 9 9 SUMINISTRO E INSTALACION BOMBA DE MECATE C/u 364.25 364.9 367.74 369.24 370.66 366.4 365.74 368.33 370.22 364.72 365.38 364.25 367.09 370.04 367.53 365.41 369.06 369.38 366.98 367.78 368.51 370.33 369.93 372.23 370.15 368.58 365.01 367.5612 9 11 BOMBA 1/2HP CON TANQUE DE PRESIÓN Y ACCESORIOS C/u 325.75 326.33 328.88 330.21 331.49 327.67 327.09 329.4 331.1 326.17 326.76 325.75 328.29 330.93 328.68 326.79 330.04 330.34 328.2 328.9 329.56 331.19 330.82 332.88 331.02 329.62 326.44 328.7112 9 12 SUMINISTRO E INSTALACION DE BOMBA DE 15 HP/230 V U 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.99 7009.9912 9 13 SUMINISTRO E INSTALACION DE BOMBA DE 40 HP/460 V-3 PH U 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.56 11361.5612 9 14 SUMINISTRO E INSTALACION BOMBA 10HP 3400 RPM CDT 327 PIES 65 GPM U 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.74 6169.7412 9 15 CASETA DE BOMBEO DE 1.2X1.15XH=1.40-1.60 c/PARED DE BLOQUE DE 15 RV #3@60 U 544.47 545.39 549.58 551.84 554.24 547.56 546.65 550.56 553.47 545.09 546.21 544.47 548.62 553.31 549.35 546.28 551.48 552.23 548.47 549.67 550.81 553.58 553.02 556.42 553.37 550.91 545.62 549.3612 9 16 Bomba Sumergible 3HP Americana ( sum. e Inst. ) U 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0112 9 17 Sum. Eqiuipo de Bombeo para Recirculacion de Lixiviados Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 9 18 Sum. e Inst. Eq. Bombeo 3 HP Sumergible AmericanaMarca UNITRA U 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.88 1799.8812 9 19 Sum. e Inst. Bomba Sumergible 5 HP 20 GPM CDT= 1.15 MTS. Q= 15 GPM U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 9 20 Sum. e Inst. Equipo de Bombeo de 7.5 HP 230V/3F 3500RPM Mod. BVM 88-80 U 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.57 4969.5712 9 21 Sum. e Inst. de Bomba Centrifuga de 3/4 HP Con Tanque de Presion y Accesorios U 750 750 750 750 750 750 750 750 750 750 750 750 750 750 750 750 750 750 750 750 750 750 750 750 750 750 750 75012 9 22 Sum. e Inst. Bomba tipo turbina de eje vertical de 60 HP para cisterna. U 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 1800012 9 23 Sum. e Inst. Bomba tipo turbina Sumergible de 7.5 HP. U 9955.75 9973.67 10051.33 10092.14 10130.97 10014.49 9996.57 10067.25 10119.02 9968.69 9986.61 9955.75 10033.4 10114.05 10045.35 9987.61 10087.17 10096.13 10030.42 10052.32 10072.23 10122.01 10111.06 10173.78 10117.03 10074.22 9976.66 10046.3512 9 24 Sum. e Inst. de Sistema de Bombeo Sumergible de 100 HP Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0112 9 25 Sum. e Inst. Bomba Sumergible 20 HP CDT= 879 PIES. Q= 41 GPM C/u 16454.1 16483.72 16612.06 16679.52 16743.69 16551.18 16521.56 16638.39 16723.95 16475.49 16505.11 16454.1 16582.44 16715.72 16602.19 16506.75 16671.29 16686.1 16577.51 16613.7 16646.61 16728.88 16710.78 16814.44 16720.66 16649.9 16488.65 16603.8312 9 26 SUMINISTRO E INSTALACION DE BOMBA SUMERGIBLE DE 10 HP 3500 RPM CDT 350 PIES Sg. 13950 13975.11 14083.92 14141.12 14195.52 14032.31 14007.2 14106.24 14178.78 13968.14 13993.25 13950 14058.81 14171.81 14075.55 13994.64 14134.14 14146.7 14054.63 14085.32 14113.22 14182.97 14167.62 14255.51 14175.99 14116.01 13979.3 14076.9512 9 27 SUMINISTRO E INSTALACION DE BOMBA SUMERGIBLE DE 7.5 HP 60 GPM CDT 210 PIES Sg. 8250 8264.85 8329.2 8363.03 8395.2 8298.68 8283.83 8342.4 8385.3 8260.73 8275.58 8250 8314.35 8381.18 8324.25 8276.4 8358.9 8366.33 8311.88 8330.03 8346.53 8387.78 8378.7 8430.68 8383.65 8348.18 8267.33 8325.0812 9 28 SUMINISTRO E INSTALACION DE BOMBA SUMERGIBLE DE 3 HP 25 GPM CDT 185 PIES Sg. 4034.1 4041.36 4072.83 4089.37 4105.1 4057.9 4050.64 4079.28 4100.26 4039.34 4046.61 4034.1 4065.57 4098.24 4070.41 4047.01 4087.35 4090.98 4064.36 4073.23 4081.3 4101.47 4097.03 4122.45 4099.45 4082.11 4042.57 4070.8112 9 29 SUMINISTRO E INSTALACION DE BOMBA SUMERGIBLE DE 10 HP 40 GPM CDT 415 PIES Sg. 5952.95 5963.67 6010.1 6034.51 6057.72 5988.07 5977.36 6019.62 6050.58 5960.69 5971.4 5952.95 5999.38 6047.6 6006.53 5972 6031.53 6036.89 5997.6 6010.69 6022.6 6052.36 6045.82 6083.32 6049.39 6023.79 5965.45 6007.1212 9 30 Sum / Inst de equipo de bombeo de 30 HP tipo turina; 3500rpm 103 GPM 692.25 CDT C/u 29280 29332.7 29561.09 29681.14 29795.33 29452.75 29400.05 29607.94 29760.19 29318.06 29370.77 29280 29508.38 29745.55 29543.52 29373.7 29666.5 29692.85 29499.6 29564.02 29622.58 29768.98 29736.77 29921.23 29754.34 29628.43 29341.49 29546.4512 9 31 SUM / INSTALACION DE BOMBA SUMERGIBLE DE 7.5 HP 230 V. 20 GPM CDT=234 MTS (767 PIES) C/u 4493.2 4501.29 4536.33 4554.76 4572.28 4519.71 4511.62 4543.52 4566.89 4499.04 4507.13 4493.2 4528.25 4564.64 4533.64 4507.58 4552.51 4556.55 4526.9 4536.78 4545.77 4568.24 4563.29 4591.6 4565.99 4546.67 4502.64 4534.0912 9 32 BOMBA SUMERGIBLE DE 2 HP 13 GPM 480 VOLT. 3 FASES 3500 rpm C/u 4858 4866.74 4904.64 4924.55 4943.5 4886.66 4877.92 4912.41 4937.67 4864.32 4873.06 4858 4895.89 4935.24 4901.72 4873.55 4922.13 4926.5 4894.44 4905.12 4914.84 4939.13 4933.78 4964.39 4936.7 4915.81 4868.2 4902.2112 9 33 BOMBA SUMERGIBLE DE 2 HP 20 GPM CDT = 82 MTS. 3500 rpm 230 volt. 1 fase. C/u 6766.65 6778.83 6831.61 6859.35 6885.74 6806.57 6794.39 6842.44 6877.62 6775.45 6787.63 6766.65 6819.43 6874.24 6827.55 6788.3 6855.97 6862.06 6817.4 6832.29 6845.82 6879.65 6872.21 6914.84 6876.27 6847.17 6780.86 6828.2312 9 34 Sum. e Inst. de equipo de bombeo tipo turbina de 100 HP 450 GPM CDT 560 PIES 3450 RPM C/u 23900.88 23943.9 24130.33 24228.32 24321.54 24041.9 23998.87 24168.57 24292.85 23931.95 23974.97 23900.88 24087.31 24280.9 24115.99 23977.36 24216.37 24237.88 24080.14 24132.72 24180.52 24300.02 24273.73 24424.31 24288.07 24185.3 23951.07 24118.3812 9 35 Suministro e instalación de Equipo de Bombeo 1.5HP CDT=63.3 m Qb=0.9l/s Sg. 4254.18 4261.84 4295.02 4312.46 4329.05 4279.28 4271.62 4301.83 4323.95 4259.71 4267.37 4254.18 4287.36 4321.82 4292.47 4267.79 4310.34 4314.16 4286.09 4295.45 4303.95 4325.22 4320.55 4347.35 4323.1 4304.8 4263.11 4292.8912 9 36 Bomba Sumergible 10HP Q:65GPM CDT:104m Setting: 85 m Sg. 16665 16695 16824.98 16893.31 16958.3 16763.32 16733.33 16851.65 16938.31 16686.66 16716.66 16665 16794.99 16929.97 16814.99 16718.33 16884.98 16899.98 16789.99 16826.65 16859.98 16943.31 16924.97 17029.96 16934.97 16863.31 16700 16816.6512 9 37 Suministro e instalacion de bomba de 10 HP 3450 rpm; CDT 355 Pies; 82 gpm; 230 volt. C/u 6334.73 6346.13 6395.54 6421.51 6446.22 6372.1 6360.7 6405.68 6438.62 6342.96 6354.37 6334.73 6384.14 6435.45 6391.74 6355 6418.35 6424.05 6382.24 6396.17 6408.84 6440.52 6433.55 6473.46 6437.35 6410.11 6348.03 6392.3712 9 38 Sum.e instal. de equipo de bombeo de 75 HP tipo eje vertical sumergible 150 gpm cdt = 942 pies C/u 23929.43 23972.5 24159.15 24257.26 24350.59 24070.61 24027.54 24197.44 24321.87 23960.54 24003.61 23929.43 24116.08 24309.91 24144.79 24006 24245.3 24266.84 24108.9 24161.55 24209.4 24329.05 24302.73 24453.48 24317.09 24214.19 23979.68 24147.1912 9 39 Sum. e instalacion de bomba sumergible de 25 HP 100 GPM CDT=510 pies 3450 rpm C/u 11886.72 11908.12 12000.83 12049.57 12095.93 11956.85 11935.46 12019.85 12081.66 11902.17 11923.57 11886.72 11979.44 12075.72 11993.7 11924.76 12043.62 12054.32 11975.87 12002.02 12025.79 12085.23 12072.15 12147.04 12079.28 12028.17 11911.68 11994.8912 9 40 Sum. e instalacion bomba sumergible de 25 HP 100 GPM CDT = 560 pies 3450 RPM C/u 18942.47 18976.57 19124.32 19201.98 19275.86 19054.23 19020.13 19154.63 19253.13 18967.1 19001.19 18942.47 19090.22 19243.66 19112.95 19003.09 19192.51 19209.56 19084.54 19126.21 19164.1 19258.81 19237.97 19357.31 19249.34 19167.89 18982.25 19114.8512 9 41 Sum. e instalacion de bomba sumergible de 25 HP 100 GPM CDT= 570 pies 3450 RPM C/u 11886.72 11908.12 12000.83 12049.57 12095.93 11956.85 11935.46 12019.85 12081.66 11902.17 11923.57 11886.72 11979.44 12075.72 11993.7 11924.76 12043.62 12054.32 11975.87 12002.02 12025.79 12085.23 12072.15 12147.04 12079.28 12028.17 11911.68 11994.8912 9 42 Suministro e instalación de Bomba Q: 170GPM CDT=286´ potencia=20 HP 3450 RPM C/u 11150.44 11170.51 11257.48 11303.2 11346.69 11216.23 11196.16 11275.32 11333.31 11164.94 11185.01 11150.44 11237.41 11327.73 11250.79 11186.12 11297.63 11307.66 11234.07 11258.6 11280.9 11336.65 11324.39 11394.63 11331.08 11283.13 11173.86 11251.9112 9 43 Suministro e instalación de bomba Q=150GPM CDT=445´ Potencia=25 HP 3450 GPM C/u 13008.85 13032.27 13133.74 13187.07 13237.81 13085.6 13062.19 13154.55 13222.2 13025.76 13049.18 13008.85 13110.32 13215.69 13125.93 13050.48 13180.57 13192.27 13106.42 13135.04 13161.05 13226.1 13211.79 13293.74 13219.59 13163.66 13036.17 13127.2312 9 44 Suministro e instalación de Bomba Q=150GPM CDT=306pies potencia:20 HP 3450GPM C/u 12221.24 12243.24 12338.56 12388.67 12436.33 12293.35 12271.35 12358.12 12421.67 12237.13 12259.13 12221.24 12316.57 12415.56 12331.23 12260.35 12382.56 12393.56 12312.9 12339.79 12364.23 12425.33 12411.89 12488.89 12419.22 12366.67 12246.9 12332.4512 9 45 Sum. e instalacion de bomba sumergible de 3/4 HP; 5 gpm; CDT 210 Pies; 3450 rpm; 230 Volt. C/u 1761.1 1764.27 1778.01 1785.23 1792.1 1771.49 1768.32 1780.82 1789.98 1763.39 1766.56 1761.1 1774.84 1789.1 1776.95 1766.74 1784.35 1785.93 1774.31 1778.18 1781.7 1790.51 1788.57 1799.67 1789.63 1782.06 1764.8 1777.1312 9 46 Sum. e instalacion de equipo de bombeo sumergible de 10 HP; 460 Volt. trifasico; 33 GPM; cdt=30 pies C/u 10382.63 10401.32 10482.3 10524.87 10565.36 10443.89 10425.2 10498.92 10552.91 10396.13 10414.82 10382.63 10463.61 10547.71 10476.07 10415.85 10519.68 10529.03 10460.5 10483.34 10504.11 10556.02 10544.6 10610.01 10550.83 10506.18 10404.43 10477.1112 9 47 SUM. E INSTALACION DE EQUIPO DE BOMBEO SUMERGIBLE DE 5 HP; 33 GPM; CDT=328 PIES; 460 VOLT. TRIFASICO C/u 9568.55 9585.77 9660.41 9699.64 9736.96 9625 9607.78 9675.72 9725.47 9580.99 9598.21 9568.55 9643.18 9720.69 9654.67 9599.17 9694.85 9703.47 9640.31 9661.36 9680.5 9728.34 9717.82 9778.1 9723.56 9682.42 9588.64 9655.6212 9 48 SUM. E INSTALACION DE EQUIPO DE BOMBEO SUMERGIBLE DE 5 HP; 35 GPM; CDT=385 PIES; MONOFASICO 230 VOLT C/u 2244.72 2248.76 2266.27 2275.47 2284.23 2257.96 2253.92 2269.86 2281.53 2247.64 2251.68 2244.72 2262.23 2280.41 2264.92 2251.9 2274.35 2276.37 2261.56 2266.49 2270.98 2282.21 2279.74 2293.88 2281.08 2271.43 2249.43 2265.1512 9 49 SUM. E INSTALACION DE EQUIPO DE BOMBEO SUMERGIBLE DE1 HP; 16.5 GPM; CDT=64.86 PIES; MONOFASICO 220V C/u 1033.97 1035.83 1043.9 1048.14 1052.17 1040.07 1038.21 1045.55 1050.93 1035.31 1037.18 1033.97 1042.04 1050.41 1043.28 1037.28 1047.62 1048.55 1041.72 1044 1046.07 1051.24 1050.1 1056.61 1050.72 1046.27 1036.14 1043.3812 9 50 SUM. E INSTALACION DE BOMBA SUMERGIBLE DE 10 HP CDT:900 PIES; 27 GPM 230 VOLT. MONOF. C/u 6337.16 6348.57 6398 6423.98 6448.69 6374.55 6363.14 6408.14 6441.09 6345.4 6356.81 6337.16 6386.59 6437.92 6394.19 6357.44 6420.81 6426.51 6384.69 6398.63 6411.3 6442.99 6436.02 6475.94 6439.82 6412.57 6350.47 6394.83

BOMBA CENTRÍFUGA MOD.HR50J 1/2 H.P.MONOF SICA.

12 9 51 Suministro e instalación de bomba centrifuga vertical de 5HP 230/460 V 3 PH Sg. 5784.68 5795.09 5840.21 5863.93 5886.49 5818.81 5808.4 5849.47 5879.55 5792.2 5802.61 5784.68 5829.8 5876.66 5836.74 5803.19 5861.04 5866.24 5828.07 5840.79 5852.36 5881.28 5874.92 5911.36 5878.39 5853.52 5796.83 5837.3212 9 52 Sum. e instalacion de equipo de bombeo sumergible de 30 HP; 180 GPM; CDT=520 pies; 460 V. 3 F Sg. 23031.49 23072.95 23252.59 23347.02 23436.84 23167.38 23125.92 23289.44 23409.21 23061.43 23102.89 23031.49 23211.14 23397.69 23238.77 23105.19 23335.51 23356.23 23204.23 23254.9 23300.96 23416.12 23390.78 23535.88 23404.6 23305.56 23079.86 23241.0812 9 53 SUM. E INSTALACION DE BOMBA SUMERGIBLE DE 3/4 HP; 5 GPM CDT=250 PIES 230 V. 3500 RPM C/u 1525.1 1527.85 1539.74 1545.99 1551.94 1534.1 1531.35 1542.18 1550.11 1527.08 1529.83 1525.1 1537 1549.35 1538.83 1529.98 1545.23 1546.6 1536.54 1539.89 1542.94 1550.57 1548.89 1558.5 1549.81 1543.25 1528.3 1538.9812 9 54 SUM. E INSTALACION DE EQUIPO DE BOMBEO SUMERGIBLE DE 1.5 HP; CDT=67 PIES 66.18 GPM 230 volt. C/u 1167.58 1169.68 1178.79 1183.58 1188.13 1174.47 1172.37 1180.66 1186.73 1169.1 1171.2 1167.58 1176.69 1186.14 1178.09 1171.32 1182.99 1184.04 1176.34 1178.91 1181.24 1187.08 1185.79 1193.15 1186.49 1181.47 1170.03 1178.2112 9 55 Instalación de equipo bombeo sumergible 2HP c/accesorios para pozo Sg. 1055.68 1057.58 1065.81 1070.14 1074.26 1061.91 1060.01 1067.5 1072.99 1057.05 1058.95 1055.68 1063.91 1072.47 1065.18 1059.06 1069.62 1070.57 1063.6 1065.92 1068.03 1073.31 1072.15 1078.8 1072.78 1068.24 1057.9 1065.2912 9 56 Suministro e instalación de bomba sumergible de 1HP/1PH-4PLG con acces. p/cisterna Sg. 737.51 738.84 744.59 747.61 750.49 741.86 740.53 745.77 749.61 738.47 739.8 737.51 743.26 749.24 744.15 739.87 747.25 747.91 743.04 744.66 746.14 749.83 749.02 753.66 749.46 746.29 739.06 744.2212 9 57 SUM/INST BOMBA SUMERGIBLE 1 HP Q=4 GPM CDT=500 PIES ø=4" MONOFASICO 230v FS=1.5 Sg. 2433.63 2438.01 2456.99 2466.97 2476.46 2447.99 2443.61 2460.89 2473.54 2436.79 2441.17 2433.63 2452.61 2472.32 2455.53 2441.42 2465.75 2467.94 2451.88 2457.24 2462.1 2474.27 2471.59 2486.93 2473.05 2462.59 2438.74 2455.7812 9 58 SUMINISTRO E INSTALACIÓN DE BOMBA ACHICADORA DE 6 HP INC ACCESORIOS C/u 2000 2003.6 2019.2 2027.4 2035.2 2011.8 2008.2 2022.4 2032.8 2002.6 2006.2 2000 2015.6 2031.8 2018 2006.4 2026.4 2028.2 2015 2019.4 2023.4 2033.4 2031.2 2043.8 2032.4 2023.8 2004.2 2018.212 9 59 Sum. e instalacion de bomba 5 HP 3500 RPM CDT 123 pies 80 GPMincluye arrancador y control de niv C/u 4401.75 4409.67 4444.01 4462.05 4479.22 4427.72 4419.8 4451.05 4473.94 4407.47 4415.4 4401.75 4436.08 4471.74 4441.37 4415.84 4459.85 4463.81 4434.76 4444.45 4453.25 4475.26 4470.42 4498.15 4473.06 4454.13 4410.99 4441.8112 9 60 PROTECCIÓN PARA MOTOR DE BOMBA DE 1/2 HP 120 V Sg. 180 180.32 181.73 182.47 183.17 181.06 180.74 182.02 182.95 180.23 180.56 180 181.4 182.86 181.62 180.58 182.38 182.54 181.35 181.75 182.11 183.01 182.81 183.94 182.92 182.14 180.38 181.6412 9 61 Suministro e instalación de bomba sumergible de 25 HP CDT=761 Pies Q=82GPM Voltaje 230V C/u 19811.5 19847.16 20001.69 20082.92 20160.18 19928.39 19892.73 20033.39 20136.41 19837.26 19872.92 19811.5 19966.03 20126.5 19989.8 19874.9 20073.01 20090.84 19960.09 20003.67 20043.29 20142.35 20120.56 20245.37 20132.45 20047.26 19853.1 19991.7812 9 62 PARO AUTOMÁTICO PARA BOMBA DESDE TANQUE ELEVADO C/u 2537.79 2542.31 2561.97 2572.25 2581.98 2552.58 2548.05 2565.92 2579.14 2541.15 2545.59 2537.79 2557.54 2577.68 2560.38 2545.8 2571 2573.27 2556.63 2562.21 2567.14 2579.82 2577 2592.92 2578.48 2567.61 2543.21 2560.6212 9 63 Perforación de pozo en mat. blando de 12" de diámetro con 8" de revestimiento de acero al carbón M 267 267.48 269.56 270.66 271.7 268.58 268.09 269.99 271.38 267.35 267.83 267 269.08 271.25 269.4 267.85 270.52 270.76 269 269.59 270.12 271.46 271.17 272.85 271.33 270.18 267.56 269.4312 9 64 Bomba sumergible de acero inoxidable Q=156GPM CDT502Pies acoplada a motor sumergible 30HP 460V 3F C/u 34215.01 34276.6 34543.47 34683.76 34817.19 34416.88 34355.29 34598.22 34776.14 34259.49 34321.08 34215.01 34481.89 34759.03 34522.95 34324.5 34666.65 34697.44 34471.62 34546.9 34615.33 34786.4 34748.76 34964.32 34769.29 34622.17 34286.86 34526.3712 9 65 Bomba sumergible de acero inoxidable Q=162GPM CDT463Pies acoplada a motor sumergible 30HP 460V 3F C/u 34937.45 35000.34 35272.85 35416.09 35552.35 35143.58 35080.69 35328.75 35510.42 34982.87 35045.76 34937.45 35209.96 35492.96 35251.89 35049.25 35398.62 35430.07 35199.48 35276.34 35346.22 35520.91 35482.47 35702.58 35503.44 35353.21 35010.82 35255.3812 9 66 Bomba centrífuga vert multietapas de acero inoxidable 304 Q=74.5 GPM a 230ft acoplada a motor 7.5HP C/u 21776.33 21815.53 21985.38 22074.67 22159.59 21904.81 21865.61 22020.22 22133.46 21804.64 21843.84 21776.33 21946.18 22122.57 21972.32 21846.01 22063.78 22083.38 21939.65 21987.56 22031.11 22139.99 22116.04 22253.23 22129.11 22035.47 21822.06 21974.4912 9 67 12 Skimmer y Bomba de 3 HP (Para Piscina) Sg. 14628.32 14654.65 14768.75 14828.73 14885.78 14714.63 14688.3 14792.16 14868.22 14647.34 14673.67 14628.32 14742.42 14860.91 14759.97 14675.13 14821.41 14834.58 14738.03 14770.21 14799.47 14872.61 14856.52 14948.68 14865.3 14802.4 14659.04 14761.4412 9 69 Equipo sumergible de bombeo de 25 HP fabricado en acero inoxidable incluye arbol de descarga 4" Sg. 34703.88 34766.35 35037.04 35179.32 35314.67 34908.63 34846.17 35092.56 35273.02 34749 34811.46 34703.88 34974.57 35255.67 35016.21 34814.93 35161.97 35193.2 34964.16 35040.51 35109.92 35283.43 35245.26 35463.9 35266.08 35116.86 34776.76 35019.6912 9 70 Sum. e instalacion de bomba sumergible de 25 HP 42 GPM CDT=1220 pies inc arrancador C/u 10306.42 10324.97 10405.36 10447.62 10487.81 10367.23 10348.68 10421.85 10475.45 10319.82 10338.37 10306.42 10386.81 10470.29 10399.18 10339.4 10442.46 10451.74 10383.72 10406.39 10427.01 10478.54 10467.2 10532.13 10473.38 10429.07 10328.06 10400.2112 9 71 Sum/Inst bomba tipo turbina vert 20 HP Q=42GPM y CDT=950 pies 1750 RPM Inc motor y cabezal descarg C/u 16737.01 16767.14 16897.69 16966.31 17031.58 16835.76 16805.63 16924.46 17011.5 16758.77 16788.89 16737.01 16867.56 17003.13 16887.64 16790.57 16957.94 16973 16862.54 16899.36 16932.83 17016.52 16998.11 17103.55 17008.15 16936.18 16772.16 16889.3212 9 72 Bomba de 10HP con CDT=921.91 Q=24.73 GPM y motor sumergible de 10 HP 1700 rpm 220v y 60Hz C/u 3909.09 3916.12 3946.61 3962.64 3977.89 3932.15 3925.11 3952.87 3973.19 3914.17 3921.2 3909.09 3939.58 3971.24 3944.27 3921.59 3960.69 3964.2 3938.4 3947 3954.82 3974.37 3970.07 3994.69 3972.41 3955.6 3917.29 3944.6612 9 73 Suministro e instalación de bomba 10 HP Q=39GPM CDT=540 Pies 3540 RPM C/u 14789.76 14816.38 14931.74 14992.38 15050.06 14877.02 14850.4 14955.41 15032.31 14808.99 14835.61 14789.76 14905.12 15024.92 14922.87 14837.09 14984.98 14998.3 14900.68 14933.22 14962.8 15036.75 15020.48 15113.66 15029.35 14965.76 14820.82 14924.3512 9 74 Sum e instalación de bomba sumergible de 5 HP 230/460V 3ph U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 9 75 Sum e inst bomba y motor sumergible de 25HP para un Q=42 GPM y una CDT=1400Pies y 3450 GPM C/u 9849.79 9867.52 9944.35 9984.73 10023.15 9907.9 9890.17 9960.11 10011.33 9862.59 9880.32 9849.79 9926.62 10006.4 9938.44 9881.31 9979.81 9988.67 9923.66 9945.33 9965.03 10014.28 10003.45 10065.5 10009.36 9967 9870.47 9939.4212 9 76 Bomba t/turb de eje vertical de 5 etapas Q=163GPM CDT=288' motor eléctrico vert de eje hueco 25HP U 22288.78 22328.9 22502.75 22594.14 22681.06 22420.28 22380.16 22538.41 22654.32 22317.76 22357.88 22288.78 22462.63 22643.17 22489.38 22360.1 22582.99 22603.05 22455.95 22504.98 22549.56 22661 22636.49 22776.9 22649.86 22554.02 22335.59 22491.6112 9 77 Bomba t/turb de eje vertical de 14 etapas Q=163GPM CDT=1130' motor eléctrico vert de eje hueco 75H U 25382.58 25428.27 25626.25 25730.32 25829.31 25532.34 25486.65 25666.86 25798.85 25415.58 25461.27 25382.58 25580.56 25786.16 25611.02 25463.8 25717.63 25740.47 25572.95 25628.79 25679.56 25806.47 25778.55 25938.46 25793.78 25684.63 25435.88 25613.5612 9 78 Suministro e instalación equipo de bombeo fotovoltáico con 2 paneles de 185 Watts potencia 0.30kW U 2678.66 2683.48 2704.38 2715.36 2725.8 2694.46 2689.64 2708.66 2722.59 2682.14 2686.96 2678.66 2699.55 2721.25 2702.77 2687.23 2714.02 2716.43 2698.75 2704.64 2710 2723.39 2720.45 2737.32 2722.05 2710.54 2684.29 2703.0412 9 79 Sum. e Intalacion de Bomba de 25 HP 57 GPM CDT=742 pies; 230/3/60 C/u 6500 6511.7 6562.4 6589.05 6614.4 6538.35 6526.65 6572.8 6606.6 6508.45 6520.15 6500 6550.7 6603.35 6558.5 6520.8 6585.8 6591.65 6548.75 6563.05 6576.05 6608.55 6601.4 6642.35 6605.3 6577.35 6513.65 6559.1512 9 80 Sum/inst equi bombeo 30HP t/turbina c/motor ext vert CDT=1240' Q=60GPM Inc columna cab y arrancador U 21943.26 21982.76 22153.92 22243.88 22329.46 22072.73 22033.23 22189.02 22303.13 21971.79 22011.28 21943.26 22114.42 22292.16 22140.75 22013.48 22232.91 22252.66 22107.83 22156.11 22200 22309.71 22285.57 22423.82 22298.74 22204.38 21989.34 22142.9412 9 81 MANTENIMIENTO PREVENTIVO A MOTOR VERTICAL DE 20-40 HP U 680 681.22 686.53 689.32 691.97 684.01 682.79 687.62 691.15 680.88 682.11 680 685.3 690.81 686.12 682.18 688.98 689.59 685.1 686.6 687.96 691.36 690.61 694.89 691.02 688.09 681.43 686.1912 9 82 Suministro de motor vertical de eje hueco de 20 Hp 230V 3F 60 Hz 3500 RPM con ratch antiretroce C/u 3214 3219.79 3244.85 3258.03 3270.57 3232.96 3227.18 3250 3266.71 3218.18 3223.96 3214 3239.07 3265.1 3242.93 3224.28 3256.42 3259.32 3238.11 3245.18 3251.6 3267.67 3264.14 3284.39 3266.07 3252.25 3220.75 3243.2512 9 83 Suministro de motor vertical de eje hueco de 40 Hp 230V 3F 60 Hz 3500 RPM con ratch antiretroce C/u 4500 4508.1 4543.2 4561.65 4579.2 4526.55 4518.45 4550.4 4573.8 4505.85 4513.95 4500 4535.1 4571.55 4540.5 4514.4 4559.4 4563.45 4533.75 4543.65 4552.65 4575.15 4570.2 4598.55 4572.9 4553.55 4509.45 4540.9512 9 84 Suministro de centralizadore de bronce buje de neoprene de 4"x1 3/16". C/u 130 130.23 131.25 131.78 132.29 130.77 130.53 131.46 132.13 130.17 130.4 130 131.01 132.07 131.17 130.42 131.72 131.83 130.98 131.26 131.52 132.17 132.03 132.85 132.11 131.55 130.27 131.1812 9 85 Fabricación de buje estopero. C/u 106 106.19 107.02 107.45 107.87 106.63 106.43 107.19 107.74 106.14 106.33 106 106.83 107.69 106.95 106.34 107.4 107.49 106.8 107.03 107.24 107.77 107.65 108.32 107.72 107.26 106.22 106.9612 9 86 Rectificado de pieza estopera. C/u 28 28.05 28.27 28.38 28.49 28.17 28.11 28.31 28.46 28.04 28.09 28 28.22 28.45 28.25 28.09 28.37 28.39 28.21 28.27 28.33 28.47 28.44 28.61 28.45 28.33 28.06 28.2512 9 87 Cambio de juego de pernos de pieza estopera. C/u 25 25.05 25.24 25.34 25.44 25.15 25.1 25.28 25.41 25.03 25.08 25 25.2 25.4 25.23 25.08 25.33 25.35 25.19 25.24 25.29 25.42 25.39 25.55 25.41 25.3 25.05 25.2312 9 88 Fabricación de eje estopero. C/u 110 110.2 111.06 111.51 111.94 110.65 110.45 111.23 111.8 110.14 110.34 110 110.86 111.75 110.99 110.35 111.45 111.55 110.83 111.07 111.29 111.84 111.72 112.41 111.78 111.31 110.23 11112 9 89 Cambio de juego de espárragos. C/u 12 12.02 12.12 12.16 12.21 12.07 12.05 12.13 12.2 12.02 12.04 12 12.09 12.19 12.11 12.04 12.16 12.17 12.09 12.12 12.14 12.2 12.19 12.26 12.19 12.14 12.03 12.1112 9 90 Suministro de trenza (marca chesterton o similar). C/u 79 79.14 79.76 80.08 80.39 79.47 79.32 79.88 80.3 79.1 79.24 79 79.62 80.26 79.71 79.25 80.04 80.11 79.59 79.77 79.92 80.32 80.23 80.73 80.28 79.94 79.17 79.7212 9 91 Eq. de bomb. vert Q=100GPM CDT=321' cab. y col. de succión de tub. acero al carb. céd 40 según planos motor vert. eje hueco 2 C/u 29078 29130.34 29357.15 29476.37 29589.77 29249.56 29197.22 29403.67 29554.88 29115.8 29168.14 29078 29304.81 29540.34 29339.7 29171.05 29461.83 29488 29296.09 29360.06 29418.21 29563.6 29531.62 29714.81 29549.06 29424.03 29139.06 29342.6112 9 92 Eq. de bomb. vert Q=100GPM CDT=1020'cab. y col. de succión de tub. acero al carb. céd 40 según planos motor vert. eje hueco 4 C/u 10739 10758.33 10842.09 10886.12 10928.01 10802.36 10783.03 10859.28 10915.12 10752.96 10772.29 10739 10822.76 10909.75 10835.65 10773.36 10880.75 10890.42 10819.54 10843.17 10864.65 10918.34 10906.53 10974.18 10912.97 10866.79 10761.55 10836.7212 9 93 Cambio de niple de cabezal C/u 53 53.1 53.51 53.73 53.93 53.31 53.22 53.59 53.87 53.07 53.16 53 53.41 53.84 53.48 53.17 53.7 53.75 53.4 53.51 53.62 53.89 53.83 54.16 53.86 53.63 53.11 53.4812 9 94 Eq de bombeo sum 5 HP Q=32.50GPM CDT=314.70' acero inox incl árbol de desc Ø=2½" arranc y acce. C/u 10197.74 10215.87 10295.87 10338.81 10380.91 10260.05 10240.72 10313.59 10367.27 10211.04 10229.75 10197.74 10277.77 10362.34 10290.22 10230.49 10335.17 10345.45 10275.5 10297.81 10319.24 10369.49 10360.1 10423.08 10365.8 10320.72 10219.29 10290.9512 9 95 Eq de bombeo sum 5 HP Q=9.2GPM CDT=845' acero inox incl árbol de desc Ø=1½" arranc y acce. C/u 4619.99 4628.14 4664.12 4683.43 4701.06 4647.4 4639.27 4671.45 4695.69 4625.86 4634.79 4619.99 4656.05 4693.4 4661.43 4635.22 4681.2 4685.27 4654.7 4664.61 4674.4 4697.04 4692.04 4721.28 4694.73 4675.35 4629.49 4661.9412 9 96 Eq de bombeo sum 5 HP Q=22GPM CDT=555' acero inox incl árbol de desc Ø=2" arranc y acce. C/u 5177.28 5185.91 5223.96 5244.29 5262.98 5206.21 5197.56 5231.63 5257.26 5183.51 5192.82 5177.28 5215.33 5254.85 5221.09 5193.29 5241.9 5246.19 5213.88 5224.45 5234.72 5258.69 5253.38 5284.31 5256.27 5235.69 5187.32 5221.5812 9 97 Suministro e instalación electromecánica e hidráulica de bombeo solar sumergible de 25 HP C/u 22681.21 22722.04 22898.95 22991.94 23080.4 22815.03 22774.2 22935.24 23053.18 22710.7 22751.52 22681.21 22858.12 23041.84 22885.34 22753.79 22980.6 23001.02 22851.32 22901.22 22946.58 23059.99 23035.04 23177.93 23048.65 22951.12 22728.84 22887.6112 9 98 Equipo bombeo sumerg de 30HP 3Ø Q=2.4 l/s y CDT=447.79 mt y cabezal de descarga bridado de 3 y tub C/u 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 11980 1198012 9 99 Bomba para fuente colonial C/u 137.36 137.61 138.68 139.24 139.78 138.17 137.92 138.9 139.61 137.54 137.78 137.36 138.43 139.54 138.59 137.8 139.17 139.29 138.39 138.69 138.97 139.65 139.5 140.37 139.58 138.99 137.65 138.6112 9 100 Sum/Inst de eq-bombeo de 2HP CDT=25M Q=60GPM; inc arrancador control de nivel columna 2" en HoGo C/u 2590.57 2595.23 2615.44 2626.06 2636.16 2605.86 2601.19 2619.59 2633.06 2593.94 2598.6 2590.57 2610.78 2631.76 2613.89 2598.86 2624.77 2627.1 2610 2615.7 2620.88 2633.83 2630.98 2647.3 2632.54 2621.4 2596.01 2614.1412 9 101 Suministro de equipo de bombeo 1½ HP con tanque de presión C/u 712.55 713.83 719.39 722.31 725.09 716.75 715.47 720.53 724.24 713.48 714.76 712.55 718.11 723.88 718.96 714.83 721.96 722.6 717.89 719.46 720.89 724.45 723.67 728.15 724.09 721.03 714.05 719.0312 9 102 Suministro de equipo de bombeo 1 HP con tanque de presión C/u 606.73 607.82 612.55 615.04 617.41 610.31 609.22 613.53 616.68 607.52 608.61 606.73 611.46 616.38 612.19 608.67 614.74 615.28 611.28 612.62 613.83 616.86 616.2 620.02 616.56 613.95 608 612.2512 9 103 Suministro de equipo de bombeo 2 HP con tanque de presión C/u 787.14 788.56 794.7 797.92 800.99 791.78 790.37 795.96 800.05 788.16 789.58 787.14 793.28 799.66 794.22 789.66 797.53 798.24 793.04 794.78 796.35 800.29 799.42 804.38 799.89 796.51 788.79 794.312 9 104 Suministro de equipo de bombeo de 1/2 HP con tanque de presión C/u 410.86 411.6 414.8 416.49 418.09 413.28 412.54 415.46 417.6 411.39 412.13 410.86 414.06 417.39 414.56 412.17 416.28 416.65 413.94 414.85 415.67 417.72 417.27 419.86 417.52 415.75 411.72 414.612 9 105 Suministro de equipo de bombeo sumergible de 3 HP con caja de control C/u 1500 1502.7 1514.4 1520.55 1526.4 1508.85 1506.15 1516.8 1524.6 1501.95 1504.65 1500 1511.7 1523.85 1513.5 1504.8 1519.8 1521.15 1511.25 1514.55 1517.55 1525.05 1523.4 1532.85 1524.3 1517.85 1503.15 1513.6512 9 106 Suministro de equipo de bombeo sumergible 5 HP con caja de control C/u 1814.16 1817.43 1831.58 1839.01 1846.09 1824.86 1821.6 1834.48 1843.91 1816.52 1819.78 1814.16 1828.31 1843.01 1830.49 1819.97 1838.11 1839.74 1827.77 1831.76 1835.39 1844.46 1842.46 1853.89 1843.55 1835.75 1817.97 1830.6712 9 107 Suministro de equipo de bombeo 3/4 HP con tanque de presión C/u 451.79 452.6 456.13 457.98 459.74 454.46 453.64 456.85 459.2 452.38 453.19 451.79 455.31 458.97 455.86 453.24 457.75 458.16 455.18 456.17 457.08 459.33 458.84 461.68 459.11 457.17 452.74 455.912 9 108 Suministro de equipo de bombeo sumergible 7.5 HP C/u 3585 3591.45 3619.42 3634.11 3648.1 3606.15 3599.7 3625.15 3643.79 3589.66 3596.11 3585 3612.96 3642 3617.27 3596.47 3632.32 3635.55 3611.89 3619.77 3626.94 3644.87 3640.93 3663.51 3643.08 3627.66 3592.53 3617.6212 9 109 Equipos de bombeo sumergible con columna de succión cable sumergible y cabezal de descarga según planos Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 9 110 Equipos de bombeo vertical con columna de succión y cabezal de descarga según planos Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 9 111 EQUIPO DE BOMBEO MULTI-ETAPAS DE 5 HP 230 V 1F 3450 RPM. BASE ACOPLES PARA MOTOR Y BRIDAS DE ENTRADA Y SALIDA C/u 3397.75 3403.87 3430.37 3444.3 3457.55 3417.8 3411.68 3435.8 3453.47 3402.17 3408.28 3397.75 3424.25 3451.77 3428.33 3408.62 3442.6 3445.66 3423.23 3430.71 3437.5 3454.49 3450.75 3472.16 3452.79 3438.18 3404.89 3428.6712 9 112 Equipo de bombeo de ¾ HP incluye accesorios de instalación y manometro de 0-100 PSI; incluye granada e inyector para bamba C/u 492.62 493.51 497.35 499.37 501.29 495.53 494.64 498.14 500.7 493.26 494.15 492.62 496.46 500.45 497.05 494.2 499.12 499.57 496.31 497.4 498.38 500.85 500.3 503.41 500.6 498.48 493.65 497.112 9 113 Equipo de bombeo sumergible de 10 HP 75.56GPM CDT=86.28m (283pies) C/u 4351.16 4358.99 4392.93 4410.77 4427.74 4376.83 4369 4399.89 4422.52 4356.82 4364.65 4351.16 4385.1 4420.34 4390.32 4365.08 4408.6 4412.51 4383.79 4393.37 4402.07 4423.82 4419.04 4446.45 4421.65 4402.94 4360.3 4390.7612 9 114 Equipo de bombeo con turbina vertical Q=45 GPM CDT=950 Pies acoplada a motor electrico vertical de 25 HP 3Ø 460V 3500 RPM In U 14534.01 14560.17 14673.54 14733.13 14789.81 14619.76 14593.6 14696.79 14772.37 14552.9 14579.07 14534.01 14647.38 14765.1 14664.82 14580.52 14725.86 14738.94 14643.02 14674.99 14704.06 14776.73 14760.74 14852.3 14769.46 14706.96 14564.53 14666.2712 9 115 Equipo de bombeo multietapas con columna de succión según planos U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 10 1 CANTARERA TIPO U 106.62 106.8 107.61 108.03 108.43 107.23 107.04 107.77 108.31 106.75 106.94 106.62 107.42 108.26 107.55 106.95 107.98 108.07 107.39 107.62 107.82 108.34 108.23 108.88 108.29 107.84 106.83 107.5612 10 2 ANCLAJE DE MAMPOSTERÍA PARA CAÑERÍA DE HO.GO. INCLUYE TERRACERIA U 15.02 15.04 15.16 15.23 15.28 15.1 15.07 15.18 15.26 15.03 15.06 15.02 15.15 15.25 15.16 15.06 15.22 15.23 15.15 15.16 15.19 15.27 15.25 15.34 15.25 15.2 15.04 15.1612 10 3 ANCLAJES DE CONCRETO PARA TUBERIA SIN MOLDEADO U 2.28 2.29 2.31 2.32 2.32 2.3 2.29 2.31 2.32 2.29 2.29 2.28 2.3 2.32 2.3 2.29 2.31 2.32 2.3 2.31 2.31 2.32 2.32 2.33 2.32 2.31 2.29 2.312 10 4 Prueba de estanquedad M 0.5 0.5 0.51 0.51 0.51 0.51 0.5 0.51 0.51 0.5 0.5 0.5 0.51 0.51 0.51 0.5 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.51 0.5 0.5112 10 5 Sg. 21.2 21.24 21.41 21.49 21.58 21.33 21.29 21.44 21.55 21.23 21.27 21.2 21.37 21.54 21.39 21.27 21.48 21.5 21.36 21.41 21.45 21.56 21.53 21.67 21.55 21.46 21.25 21.412 10 6 DESARROLLO Y LIMPIEZA DE POZO HR 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 9012 10 7 AFORO HR 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 7012 10 8 ANALISIS FISICO-QUIMICO Y BACTEREOLOGICO DEL AGUA Sg. 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.43 141.4312 10 9 SELLO SANITARIO PARA POZO Sg. 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.43 171.4312 10 10 REGISTRO ELECTRICO PARA POZO Sg. 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.72 285.7212 10 11 ANCLAJES PARA TUBERIA FORMA TRAPEZOIDAL CONCRETO 210 INCLUYE MOLDEADO Y TERRACERIA U 6.53 6.55 6.57 6.61 6.66 6.56 6.55 6.6 6.63 6.55 6.55 6.53 6.57 6.62 6.57 6.55 6.61 6.61 6.57 6.57 6.61 6.65 6.61 6.67 6.63 6.61 6.55 6.5712 10 12 Perforacion de Pozo Agua Potable ( incluye tuberia para el ademado y succion) Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 10 13 Pozo de Monitoreo de Calidad de Agua ( h=40 m) Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 10 14 Concreteado de Losa para Pozo D=3.50 mtsREF. 3/8@20cm + radiales 3/8 @30cm M3 525.46 526.4 530.47 532.6 534.64 528.55 527.59 531.3 534.02 526.14 527.07 525.46 529.54 533.76 530.16 527.13 532.34 532.81 529.38 530.52 531.56 534.18 533.6 536.88 533.92 531.66 526.55 530.2112 10 15 Sum. e Inst. Panel de Control Electrico Tipo Descarga de Arranque Directo a 240v. 60 hz Para 7.5 HP U 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.17 3092.1712 10 16 Cantarera doble de bloque 10CM perimetrales y pared central de 20CM incluye Pozo de Absorcion U 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.94 574.9412 10 17 Perforacion de pozo explotatorio ( 7 1/2" diametro de perforacion y 6" de revestimiento) M 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.48 110.4812 10 18 limpieza de pozo existente ( incluye el desmontaje y montaje de bomba) Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0112 10 19 Variador de frecuencia para Bomba U 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0112 10 20 Sum. e Inst. de MANIFUL con su cabezal de descarga de bomba valvulas adaptadores C/u 3597.25 3603.73 3631.78 3646.53 3660.56 3618.47 3612 3637.54 3656.24 3601.93 3608.4 3597.25 3625.31 3654.45 3629.63 3608.76 3644.73 3647.97 3624.23 3632.14 3639.34 3657.32 3653.37 3676.03 3655.53 3640.06 3604.8 3629.9912 10 22 PERFORACION MECNICA DE POZO. DIAMETRO DE PERFORACION 12 1/4" (solo perforacion) M 101.68 101.86 102.66 103.07 103.47 102.28 102.1 102.82 103.35 101.81 102 101.68 102.47 103.3 102.6 102.01 103.02 103.11 102.44 102.67 102.87 103.38 103.27 103.91 103.33 102.89 101.89 102.6112 10 23 ANALISIS LITOLOGICO Y DISEÑO DEL POZO Sg. 150 150.27 151.44 152.06 152.64 150.89 150.62 151.68 152.46 150.2 150.47 150 151.17 152.39 151.35 150.48 151.98 152.12 151.13 151.46 151.76 152.51 152.34 153.29 152.43 151.79 150.32 151.3712 10 24 SUMINISTRO Y COLCOACION DE EMPAQUE DE GRAVA SELECTA PARA FILTRO M3 75 75.14 75.72 76.03 76.32 75.44 75.31 75.84 76.23 75.1 75.23 75 75.59 76.19 75.68 75.24 75.99 76.06 75.56 75.73 75.88 76.25 76.17 76.64 76.22 75.89 75.16 75.6812 10 25 Suministro de supresor trasciende para picos de voltaje (incluye gabinete y caja fusible) C/u 354.99 355.63 358.4 359.85 361.24 357.08 356.45 358.97 360.81 355.45 356.09 354.99 357.76 360.63 358.19 356.13 359.68 360 357.65 358.43 359.14 360.92 360.53 362.76 360.74 359.21 355.74 358.2212 10 26 Perforacion de pozo de produccion 12 1/4" revestido en pvc de 8" (incluye todos los trabajos) M 222.18 222.58 224.31 225.22 226.09 223.49 223.09 224.67 225.82 222.47 222.87 222.18 223.91 225.71 224.18 222.89 225.11 225.31 223.85 224.34 224.78 225.89 225.65 227.05 225.78 224.82 222.65 224.212 10 27 Conducto protector de PVC de 2" recubierto de concreto para tuberia de 1 1/2" M 14.36 14.36 14.43 14.46 14.49 14.4 14.39 14.44 14.49 14.36 14.37 14.36 14.43 14.48 14.43 14.39 14.46 14.46 14.42 14.43 14.45 14.49 14.47 14.53 14.48 14.45 14.37 14.4312 10 28 SUM. E INST. DE TUBERIA REJILLA DE ACERO AL COBRE 8" M 221.65 222.03 223.7 224.58 225.41 222.91 222.53 224.04 225.16 221.93 222.31 221.65 223.32 225.05 223.57 222.33 224.47 224.67 223.25 223.72 224.15 225.22 224.99 226.33 225.12 224.2 222.1 223.612 10 29 SUM. E INST. DE TUBERIA CIEGA DE PVC DE 8" SDR 17 250 PSI M 39.29 39.36 39.67 39.83 39.98 39.52 39.45 39.73 39.94 39.34 39.41 39.29 39.6 39.92 39.65 39.42 39.81 39.85 39.59 39.67 39.75 39.95 39.91 40.15 39.93 39.76 39.38 39.6512 10 30 SUM. E INST. DE REJILLA DE PVC DE 8" SDR 17 250 PSI M 40.59 40.67 40.98 41.15 41.31 40.83 40.76 41.05 41.26 40.65 40.72 40.59 40.91 41.24 40.96 40.72 41.13 41.17 40.9 40.99 41.07 41.27 41.23 41.48 41.25 41.08 40.68 40.9612 10 31 PERFORACION DE POZO CON DIAM. 10 1/4" PARA SER ENTUBADO CON TUBERIA DE 6" M 143.73 143.99 145.11 145.7 146.26 144.58 144.32 145.34 146.09 143.92 144.18 143.73 144.85 146.02 145.02 144.19 145.63 145.76 144.81 145.12 145.41 146.13 145.97 146.88 146.06 145.44 144.03 145.0412 10 32 Puntal de HoGo de 2½" cédula 30 incluye abrazadera con varillas #3 soldada y con concreto M 14.88 14.9 15.01 15.07 15.13 14.96 14.93 15.04 15.11 14.89 14.91 14.88 14.98 15.11 15 14.91 15.06 15.09 14.97 15.02 15.05 15.12 15.1 15.18 15.11 15.05 14.9 15.0112 10 33 PERFORACIÓN DE POZO DE PRODUCCIÓN ø 12-3/4" ENTUBADO EN PVC ø8" SDR-21 M 194.52 194.87 196.39 197.18 197.94 195.67 195.32 196.7 197.71 194.77 195.12 194.52 196.04 197.61 196.27 195.14 197.09 197.26 195.98 196.41 196.8 197.77 197.55 198.78 197.67 196.83 194.93 196.2912 10 34 PERFORACIÓN DE POZO EXPLORATORIO ø 6" M 106.1 106.29 107.12 107.55 107.97 106.73 106.54 107.29 107.84 106.24 106.43 106.1 106.93 107.79 107.05 106.44 107.5 107.6 106.9 107.13 107.34 107.87 107.76 108.42 107.82 107.36 106.32 107.0712 10 35 PRUEBA DE PRESIÓN DE TUBERÍA POR TRAMOS M 0.49 0.49 0.49 0.49 0.5 0.49 0.49 0.49 0.5 0.49 0.49 0.49 0.49 0.5 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.5 0.5 0.5 0.5 0.49 0.49 0.4912 10 36 GORRO CHINO ø3" DE LÁMINA GALVANIZADA N° 24 C/u 7.46 7.48 7.53 7.56 7.59 7.51 7.49 7.55 7.58 7.47 7.48 7.46 7.52 7.58 7.53 7.49 7.56 7.57 7.52 7.53 7.55 7.59 7.58 7.63 7.58 7.55 7.48 7.53

AN LISIS DEL AGUA Y AFORO

12 10 37 Sum. e inst. de variador de frecuencia de 50 HP 230V Trifásico mont en gabinete met. con vent. Sg. 5840.7 5851.21 5896.77 5920.72 5943.5 5875.16 5864.65 5906.12 5936.49 5848.29 5858.81 5840.7 5886.26 5933.57 5893.27 5859.39 5917.8 5923.05 5884.51 5897.35 5909.04 5938.24 5931.81 5968.61 5935.32 5910.2 5852.97 5893.8512 10 38 revestimiento de pozo con tuberia pvc de 8" incluyendo rejilla M 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0112 10 39 Revestimiento de pozo de producción con tubería de hierro fundido de Ø=8" Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 10 40 Anclaje para tubería (Mampostería de 30x30x40 cms) incluye terracería C/u 6.32 6.33 6.38 6.41 6.43 6.36 6.34 6.39 6.42 6.32 6.33 6.32 6.37 6.42 6.38 6.33 6.4 6.41 6.36 6.38 6.4 6.42 6.42 6.45 6.42 6.4 6.33 6.3812 10 41 Sum/inst de acople de tubería PVC de alto impacto 2" c/tubería conduit 2" C/u 14.23 14.25 14.36 14.42 14.48 14.31 14.29 14.39 14.46 14.25 14.27 14.23 14.34 14.46 14.36 14.27 14.42 14.43 14.34 14.37 14.39 14.47 14.45 14.54 14.46 14.4 14.26 14.3612 10 42 Anclaje de concreto de 0.30x0.30x0.40m + con abrazadera de hierro de 3/8"; incluye excavación C/u 15.88 15.9 16.03 16.1 16.16 15.97 15.95 16.06 16.14 15.88 15.93 15.88 16.01 16.12 16.03 15.94 16.09 16.11 15.99 16.04 16.06 16.15 16.12 16.21 16.12 16.06 15.9 16.0312 10 43 Anclaje con epóxico para tubería galvanizada con hierro de 3/8" C/u 16.78 16.81 16.91 16.97 17.02 16.86 16.84 16.94 17.01 16.8 16.83 16.78 16.89 17 16.91 16.83 16.96 16.97 16.89 16.92 16.94 17.01 17 17.08 17 16.95 16.81 16.9112 10 44 Anclaje de concreto de 0.30x0.30x0.50m para sujección de tubería de HoGo C/u 16.02 16.06 16.19 16.24 16.32 16.15 16.11 16.2 16.28 16.04 16.1 16.02 16.16 16.28 16.19 16.1 16.24 16.25 16.16 16.19 16.21 16.3 16.28 16.38 16.28 16.21 16.08 16.1912 10 45 Protección de fosa séptica con broquel de lad de obra sobre SC 20:1 inc losa de conc y tapa/inpecci C/u 81.47 81.6 82.19 82.56 82.9 81.94 81.79 82.34 82.8 81.57 81.7 81.47 82.08 82.75 82.14 81.71 82.52 82.58 82.03 82.2 82.41 82.84 82.7 83.24 82.78 82.41 81.65 82.1512 10 47 Media caña de 0.05x0.05m con mortero 1:3 en losa de fondo de tanque pulida con cemento e impermeabilizante M 1.85 1.86 1.87 1.88 1.89 1.86 1.86 1.87 1.88 1.86 1.86 1.85 1.87 1.88 1.87 1.86 1.88 1.88 1.87 1.87 1.88 1.88 1.88 1.89 1.88 1.88 1.86 1.8712 10 49 Anclaje de concreto en forma de piramide truncada sección de base 0.80x0.80m sección de corona 0.50x0.50m y h=0.85m; f'c=210 U 72.14 72.27 72.85 73.12 73.42 72.57 72.43 72.95 73.33 72.24 72.36 72.14 72.69 73.28 72.78 72.37 73.08 73.14 72.68 72.86 72.98 73.35 73.26 73.72 73.31 72.99 72.29 72.7912 10 50 Anclaje de concreto de 0.30x0.30x0.40m + con abrazadera de hierro de 1/2"; incluye excavación U 16.18 16.2 16.33 16.4 16.47 16.27 16.25 16.36 16.44 16.18 16.23 16.18 16.31 16.42 16.33 16.24 16.39 16.41 16.29 16.34 16.36 16.46 16.42 16.52 16.42 16.36 16.2 16.3312 10 51 Anclaje de concreto de 0.30x0.30x0.40m f'c=180Kg/cm2 + con abrazadera de hierro de 3/8"; incluye excavación U 11.84 11.88 11.96 12 12.04 11.92 11.91 11.98 12.04 11.84 11.89 11.84 11.94 12.02 11.96 11.9 12 12.01 11.93 11.96 11.99 12.04 12.02 12.1 12.03 11.99 11.89 11.9612 10 52 Anclaje de concreto reforzado de sección de 0.40x0.40m con refuerzo de 6#4+est#2@0.15m; f'c=210 Kg/cm2; incluye refuerzos y p M3 523.29 524.25 528.3 530.47 532.55 526.37 525.38 529.13 531.91 523.93 524.89 523.29 527.4 531.66 527.99 524.98 530.18 530.68 527.22 528.35 529.38 532.07 531.51 534.76 531.79 529.48 524.43 528.0812 10 53 Rótulo de 0.60x1.0m ó 0.60x1.10 elaborado en vinil autoadhesivo e impresión digital full color y laminado U 66.56 66.68 67.2 67.47 67.73 66.95 66.83 67.31 67.65 66.65 66.77 66.56 67.08 67.62 67.16 66.77 67.44 67.5 67.06 67.21 67.34 67.67 67.6 68.02 67.64 67.35 66.7 67.1712 10 54 Sistema limitador de caudal a 0.20LPS en Tubería de HoGo de Ø=1" en rango de presión de 280 a 40 PSI U 1112.43 1114.43 1123.11 1127.67 1132.01 1118.99 1116.99 1124.89 1130.67 1113.88 1115.88 1112.43 1121.11 1130.12 1122.44 1115.99 1127.11 1128.12 1120.77 1123.22 1125.45 1131.01 1129.78 1136.79 1130.45 1125.67 1114.77 1122.5512 10 56 Puntal de HoGo de 3" cédula 30 incluye concreto y abrazadera con varillas #3 soldada M 17.9 17.92 18.05 18.12 18.2 18 17.96 18.09 18.18 17.92 17.94 17.9 18.02 18.18 18.04 17.94 18.11 18.14 18.02 18.06 18.09 18.19 18.17 18.26 18.18 18.09 17.93 18.0512 10 57 Puntal de HoGo de 6" cédula 30 incluye concreto y abrazadera con varillas #3 soldada M 62.54 62.64 63.12 63.37 63.63 62.9 62.79 63.22 63.56 62.61 62.71 62.54 63 63.52 63.08 62.72 63.34 63.41 62.98 63.13 63.25 63.57 63.5 63.88 63.54 63.26 62.65 63.0912 10 58 Anclaje de concreto reforzado en losa existente sección de 0.30x0.30x0.50m con refuerzo de 4#4+est#3@0.15m; f'c=210 Kg/cm2; i U 46.94 47.02 47.38 47.56 47.79 47.22 47.14 47.48 47.71 46.99 47.08 46.94 47.3 47.69 47.36 47.08 47.56 47.59 47.29 47.38 47.48 47.73 47.67 47.96 47.69 47.49 47.03 47.3712 11 1 TANQUE CILINDRICO DE FIBRA DE VIDRIO CAP.=2.0 M3 U 292.37 292.89 295.17 296.37 297.51 294.09 293.57 295.64 297.16 292.75 293.27 292.37 294.65 297.02 295 293.3 296.23 296.49 294.56 295.2 295.79 297.25 296.93 298.77 297.1 295.85 292.98 295.0312 11 3 TORRE METALICA P/ TANQUE ELEV. H=3.00 M. U 688.38 689.62 694.99 697.81 700.5 692.44 691.2 696.09 699.67 689.28 690.52 688.38 693.75 699.33 694.58 690.58 697.47 698.09 693.54 695.06 696.43 699.88 699.12 703.46 699.53 696.57 689.83 694.6512 11 4 U 867.73 869.29 876.06 879.62 883 872.85 871.28 877.45 881.96 868.86 870.42 867.73 874.5 881.53 875.54 870.51 879.18 879.96 874.24 876.14 877.88 882.22 881.26 886.73 881.79 878.05 869.55 875.6312 11 5 TORRE METALICA PARA TANQUE ELEVADO H=3.60 M INCLUYE BASE DE FIBRO CEMENTO DE 30MM PLACAS Y PERNOS Y PINTURA U 840.97 842.47 848.94 852.38 855.6 845.84 844.35 850.28 854.6 842 843.53 840.97 847.46 854.21 848.43 843.61 851.96 852.68 847.22 849.01 850.72 854.89 853.98 859.22 854.46 850.87 842.74 848.5212 11 6 PELDAÑOS PARA TANQUE (Í3/4") U 3.4 3.4 3.43 3.44 3.46 3.42 3.41 3.43 3.45 3.4 3.41 3.4 3.42 3.45 3.43 3.41 3.44 3.44 3.42 3.43 3.44 3.45 3.45 3.47 3.45 3.44 3.4 3.4312 11 7 TANQUE DE DISTRIBUCIÓN VOL.= 50.00 M3 U 9618.67 9635.86 9710.98 9750.49 9787.85 9675.34 9658.18 9726.44 9776.28 9631.1 9648.29 9618.67 9693.83 9771.53 9705.41 9649.59 9745.77 9754.36 9690.83 9711.85 9731.17 9779.29 9768.53 9829.5 9774.53 9733.31 9638.84 9706.2712 11 8 Tanque de Distribución de 100m3 incluye cajas para válvulas válvulas y tubería con accesorios de entrada salida y limpieza. U 18641.04 18674.39 18819.83 18896.37 18968.77 18750.82 18717.58 18849.8 18946.33 18665.14 18698.55 18641.04 18786.53 18937.1 18808.89 18700.85 18887.14 18903.82 18780.84 18821.58 18858.99 18952.13 18931.32 19049.26 18942.84 18863.02 18680.14 18810.612 11 9 TANQUE DE SUCCIÓN VOL= 8 M3 U 2432.97 2437.3 2456.32 2466.32 2475.75 2447.3 2442.97 2460.23 2472.82 2436.11 2440.44 2432.97 2451.99 2471.63 2454.92 2440.8 2465.13 2467.3 2451.22 2456.53 2461.42 2473.59 2470.86 2486.32 2472.4 2461.99 2438.07 2455.1312 11 10 TAPADERA METALICA 75X75 P/TANQUE CAPTACIÓN U 32.41 32.47 32.72 32.85 32.98 32.6 32.54 32.77 32.94 32.45 32.51 32.41 32.66 32.93 32.7 32.51 32.84 32.87 32.65 32.72 32.79 32.95 32.92 33.12 32.94 32.8 32.48 32.7112 11 12 Tanque de polietileno capacidad de 2.1 M3 (2100 Litros) U 326.31 326.9 329.44 330.78 332.05 328.23 327.65 329.96 331.66 326.73 327.32 326.31 328.85 331.5 329.25 327.35 330.62 330.91 328.76 329.47 330.13 331.76 331.4 333.46 331.6 330.19 326.99 329.2812 11 13 TANQUE CISTERNA DE POLIETILENO CAPACIDAD 5 M3 U 978.41 980.17 987.8 991.82 995.63 984.18 982.42 989.37 994.46 979.68 981.44 978.41 986.04 993.97 987.22 981.54 991.33 992.21 985.75 987.9 989.86 994.75 993.68 999.84 994.26 990.05 980.47 987.3212 11 14 CISTERNA 20 M3 PAREDES Y FUNDACION DE CONCRETO REF. #4@20 A.S. 2 LECHOS U 9040.57 9056.35 9127.49 9163.08 9198.16 9093.94 9077.02 9141.14 9187.22 9052.1 9068.42 9040.57 9111.09 9183.17 9121.75 9069.64 9158.78 9166.88 9108.16 9128.41 9145.33 9190.08 9180.84 9237.17 9185.32 9146.64 9058.69 9123.1312 11 15 CISTERNA 10 M3 PAREDES DE LADRILLO DE BARRO IMPERMEABILIZADAS U 6621.9 6633.82 6683.9 6711.23 6736.82 6659.86 6648.53 6694.68 6728.96 6630.26 6642.1 6621.9 6672.74 6725.93 6680.16 6642.91 6707.75 6714.02 6670.66 6684.66 6698.06 6730.82 6723.77 6765.03 6727.89 6699.23 6635.43 6680.8412 11 17 Sum. e Inst. Tanque de Polietileno de 10000 Litros (10 M3) C/u 2138.97 2142.82 2159.51 2168.28 2176.62 2151.59 2147.74 2162.93 2174.05 2141.76 2145.61 2138.97 2155.66 2172.98 2158.23 2145.82 2167.21 2169.13 2155.02 2159.72 2164 2174.7 2172.34 2185.82 2173.63 2164.43 2143.47 2158.4412 11 18 Tanque de Polietileno de 4100 Litros; incluye tubería de HoGo d=3/4" hasta válvula de control U 590.25 591.31 595.91 598.33 600.63 593.73 592.67 596.86 599.93 591.01 592.07 590.25 594.85 599.63 595.56 592.13 598.04 598.57 594.67 595.97 597.15 600.1 599.45 603.17 599.81 597.27 591.48 595.6212 11 19 Caja de salida de tuberias de tanque de almacenamiento. ladrillo de barro . 0.9x0.9x1.15 C/u 124.35 124.57 125.53 126.02 126.51 125.04 124.87 125.72 126.38 124.53 124.7 124.35 125.32 126.31 125.48 124.72 125.98 126.1 125.27 125.55 125.8 126.42 126.28 127.05 126.35 125.82 124.61 125.4912 11 20 Caja de ingreso de tuberia de tanque de almacenamiento. Ladrillo de barro 0.9x0.9x0.8 C/u 95.46 95.64 96.36 96.75 97.13 96.01 95.87 96.52 97.02 95.6 95.74 95.46 96.2 96.95 96.33 95.75 96.71 96.8 96.16 96.37 96.58 97.06 96.92 97.53 96.98 96.59 95.68 96.3412 11 21 Tanque de ferrocemento de 25000 gln. C/u 8741.73 8757.31 8825.67 8861.17 8895.79 8793.65 8777.22 8839.54 8885.38 8752.99 8768.56 8741.73 8810.12 8881.06 8820.5 8769.42 8856.83 8864.63 8807.53 8826.55 8843.85 8888.01 8878.46 8932.97 8883.65 8845.56 8759.94 8821.3712 11 23 PELDAÑOS PARA TANQUE (Ø=5/8") C/u 2.6 2.6 2.62 2.63 2.64 2.61 2.61 2.63 2.64 2.6 2.61 2.6 2.62 2.64 2.62 2.61 2.63 2.63 2.62 2.62 2.63 2.64 2.64 2.65 2.64 2.63 2.6 2.6212 11 24 Torre metalica para tanque elevado de 4.0 mts. de altura. (incluye pedestales de concreto) C/u 685.55 686.77 692.16 694.96 697.62 689.61 688.37 693.24 696.81 686.42 687.68 685.55 690.92 696.46 691.74 687.75 694.59 695.23 690.7 692.23 693.57 697.02 696.27 700.55 696.67 693.7 686.99 691.8112 11 25 Sum. e instalacion de tanque de polietileno de 2500 lts. a instalar sobre torre metalica C/u 299.65 300.18 302.52 303.75 304.92 301.41 300.87 303 304.56 300.03 300.57 299.65 301.98 304.41 302.34 300.6 303.6 303.87 301.89 302.55 303.15 304.65 304.32 306.21 304.5 303.21 300.27 302.3712 11 26 Tanque de 10 M3 de capacidad mamposteria de ladrillo tipo calavera C/u 3069.22 3074.41 3097.64 3110.77 3123.24 3086.72 3081.31 3103.36 3120.27 3072.26 3077.87 3069.22 3092.22 3118.28 3095.88 3078.37 3108.78 3112.54 3091.66 3097.79 3104.77 3120.99 3116.72 3137.09 3119.38 3105.07 3075.4 309612 11 27 ENTROQUE TUBERÍA DE REBOSE EN TUBERÍA DE DISTRBUCIÓN ø 2" C/u 22.11 22.15 22.32 22.42 22.5 22.24 22.2 22.36 22.47 22.14 22.18 22.11 22.28 22.46 22.31 22.18 22.4 22.42 22.28 22.33 22.37 22.48 22.46 22.6 22.47 22.38 22.16 22.3112 11 29 BARRIL DE 66 GAL PARA DOSIFICAR HIPOCLORITO C/u 110.6 110.8 111.67 112.12 112.55 111.26 111.06 111.84 112.42 110.75 110.95 110.6 111.47 112.36 111.6 110.96 112.06 112.16 111.43 111.68 111.9 112.45 112.33 113.03 112.4 111.92 110.84 111.6112 11 30 Cisterna de 9 m3 ( 3x3x1.15) paredes y losas de concreto armado C/u 1884.07 1887.28 1901.56 1909.31 1917.06 1894.98 1891.47 1904.77 1914.72 1886.54 1889.65 1884.07 1898.44 1913.94 1900.62 1889.78 1908.25 1910.19 1897.99 1901.83 1905.54 1915.21 1913.26 1924.62 1914.4 1905.98 1887.85 1900.8412 11 31 Tanque tipo ANDA 40 m3. Pared ladrillo de barro rep y afin c/impermeabilizante. No inc accesorios U 7371.19 7384.42 7442.27 7471.2 7499.41 7414.03 7400.88 7452.89 7490.4 7380.52 7393.73 7371.19 7428.14 7487.22 7437.98 7394.7 7467.35 7473.73 7426.13 7443.18 7456.57 7492.67 7484.79 7531.42 7488.96 7457.95 7386.31 7438.4612 11 32 Tanque de Almacenamiento Tipo ANDA capacidad 70m3 incluye cajas para válvulas válvulas y tubería con accesorios de entrada sa C/u 13683.44 13708.07 13814.7 13870.75 13924 13763.96 13739.66 13836.59 13907.57 13701.08 13725.84 13683.44 13790.14 13900.63 13806.43 13727.3 13863.99 13876.3 13786.13 13816.07 13843.48 13911.7 13896.53 13982.75 13904.68 13846.06 13712.19 13807.7512 11 33 Tanque de Almacenamiento con capacidad 250m3 incluye cajas para válvulas válvulas y tubería con accesorios de entrada salida y C/u 29317.91 29368.73 29590.41 29717.44 29842.37 29489.26 29438.25 29643.2 29806.55 29351.7 29404.58 29317.91 29543.03 29789.9 29576.72 29408.54 29702.94 29730.61 29534.61 29595.28 29656.44 29812.91 29777.01 29958.37 29798.51 29663.79 29378.05 29578.1612 11 37 Tanque de Almacenamiento Tipo ANDA capacidad 200m3 incluye cajas para válvulas válvulas y tubería con accesorios de entrada s U 29029.98 29081.02 29300.76 29424.72 29547.25 29199.4 29146.92 29351.28 29512.17 29063.79 29116.97 29029.98 29251.38 29497.06 29286.19 29120.59 29410.89 29437.66 29244.08 29306.56 29365.19 29519.02 29483.17 29664.9 29505.31 29371.68 29090.41 29287.9912 12 1 HIPOCLORADOR U 244.6 245.04 246.95 247.95 248.91 246.05 245.61 247.34 248.62 244.92 245.36 244.6 246.52 248.49 246.81 245.39 247.83 248.05 246.44 246.97 247.47 248.69 248.42 249.96 248.57 247.52 245.12 246.8312 12 2 FILTRO AGUA POTABLE DE 3/4 PUL C/u 94.76 94.93 95.67 96.06 96.43 95.32 95.15 95.82 96.32 94.89 95.06 94.76 95.5 96.27 95.62 95.07 96.01 96.1 95.47 95.68 95.87 96.35 96.24 96.84 96.3 95.89 94.96 95.6312 12 3 FILTRO DE CARBÓN 600 GAL/DIA C/u 114.56 114.77 115.66 116.13 116.58 115.24 115.03 115.85 116.44 114.71 114.92 114.56 115.46 116.38 115.59 114.93 116.08 116.18 115.42 115.67 115.9 116.48 116.35 117.07 116.42 115.93 114.8 115.6112 12 4 Limpieza y desinfección tubería de agua potable M 0.49 0.49 0.49 0.49 0.5 0.49 0.49 0.49 0.5 0.49 0.49 0.49 0.49 0.5 0.49 0.49 0.49 0.49 0.49 0.49 0.49 0.5 0.49 0.5 0.5 0.49 0.49 0.4912 12 5 Sum. e Inst. de Dosificador Para Potabilizar Caudal 60GPD LPK5SA-VHC3 U 855 855 855 855 855 855 855 855 855 855 855 855 855 855 855 855 855 855 855 855 855 855 855 855 855 855 855 85512 12 6 Desinfeccion de pozo con hipoclorito de calcio U 13.78 13.81 13.91 13.97 14.02 13.86 13.84 13.94 14.01 13.8 13.82 13.78 13.89 14 13.91 13.83 13.96 13.98 13.89 13.92 13.94 14.01 14 14.08 14.01 13.95 13.81 13.9112 12 7 Sum. e instalacion de planta potabilizadora (tipo eco system) C/u 3031.43 3036.19 3056.77 3067.6 3077.89 3047.01 3042.26 3061 3074.72 3034.86 3039.62 3031.43 3052.02 3073.41 3055.19 3039.88 3066.28 3068.65 3051.23 3057.04 3062.32 3075.52 3072.61 3089.24 3074.2 3062.85 3036.98 3055.4612 12 8 Suminsitro e Instalación de Filtros para remoción de hierro y manganeso Sg. 16134 16163.04 16288.89 16355.04 16417.96 16229.19 16200.15 16314.7 16398.6 16154.97 16184.02 16134 16259.85 16390.53 16279.21 16185.63 16346.97 16361.49 16255.01 16290.5 16322.77 16403.44 16385.69 16487.33 16395.37 16325.99 16167.88 16280.8212 12 9 Suminsitro e Instalación de Bomba Dosificadora 12GPD 150PSIG Sg. 1210 1212.18 1221.62 1226.58 1231.3 1217.14 1214.96 1223.55 1229.84 1211.57 1213.75 1210 1219.44 1229.24 1220.89 1213.87 1225.97 1227.06 1219.08 1221.74 1224.16 1230.21 1228.88 1236.5 1229.6 1224.4 1212.54 1221.0112 12 10 Suministro e Instalación de 6 tanques hidroneumaticos de 220 gal Sg. 2375 2379.28 2397.8 2407.54 2416.8 2389.01 2384.74 2401.6 2413.95 2378.09 2382.36 2375 2393.53 2412.76 2396.38 2382.6 2406.35 2408.49 2392.81 2398.04 2402.79 2414.66 2412.05 2427.01 2413.48 2403.26 2379.99 2396.6112 12 11 Sumintro e instalación de bomba dosificadora de hipoclorito de calcio 60GPD 150 PSI Sg. 4520 4528.14 4563.39 4581.92 4599.55 4546.67 4538.53 4570.62 4594.13 4525.88 4534.01 4520 4555.26 4591.87 4560.68 4534.46 4579.66 4583.73 4553.9 4563.84 4572.88 4595.48 4590.51 4618.99 4593.22 4573.79 4529.49 4561.1312 12 12 Sum. e instalacion de filtro strayner de 1" roscado Ho. Fo. a 250 PSI C/u 42.05 42.12 42.45 42.63 42.79 42.3 42.22 42.52 42.74 42.1 42.18 42.05 42.38 42.72 42.43 42.18 42.6 42.64 42.36 42.46 42.54 42.75 42.71 42.97 42.73 42.55 42.14 42.4312 12 13 FILTRO MULTIMEDIA PARA SEDIMENTOS CON VÁLVULA ELECTROMECÁNICA C/u 5800 5810.44 5855.68 5879.46 5902.08 5834.22 5823.78 5864.96 5895.12 5807.54 5817.98 5800 5845.24 5892.22 5852.2 5818.56 5876.56 5881.78 5843.5 5856.26 5867.86 5896.86 5890.48 5927.02 5893.96 5869.02 5812.18 5852.7812 12 14 Sistema de desinfección de agua con Hipoclorador "T" Ø=3" (fabricado en acero al carbono) C/u 500 500.9 504.8 506.85 508.8 502.95 502.05 505.6 508.2 500.65 501.55 500 503.9 507.95 504.5 501.6 506.6 507.05 503.75 504.85 505.85 508.35 507.8 510.95 508.1 505.95 501.05 504.5512 12 15 PLANTA POTABILIZADORA PARA HIERRO Y MANGANESO. INCLUYE TANQUE PARA RETROLAVADO. Sg. 17121.72 17152.54 17286.1 17356.28 17423.07 17222.75 17191.93 17313.5 17402.52 17143.99 17174.8 17121.72 17255.28 17393.97 17275.82 17176.51 17347.73 17363.14 17250.14 17287.81 17322.05 17407.66 17388.82 17496.7 17399.1 17325.48 17157.69 17277.5412 12 16 Sum/Inst equipo p/tratamiento por encapsulamiento de manganeso a base polisfostado SEA QUEST Sg. 3765 3771.78 3801.14 3816.58 3831.26 3787.21 3780.44 3807.17 3826.75 3769.89 3776.67 3765 3794.37 3824.86 3798.89 3777.05 3814.7 3818.09 3793.24 3801.52 3809.05 3827.88 3823.73 3847.45 3825.99 3809.8 3772.91 3799.2612 12 17 Tanque plástico de polietileno de 450 Litros C/u 116.44 116.65 117.56 118.04 118.49 117.13 116.92 117.75 118.35 116.59 116.8 116.44 117.35 118.29 117.49 116.81 117.98 118.08 117.32 117.57 117.8 118.39 118.26 118.99 118.33 117.83 116.69 117.512 12 18 Sum e inst de bomba dosificadora de cloro 30GPD 80 PSI+mezclador de cloro de 3/4HP con barril 55G U 1570.77 1573.6 1585.85 1592.29 1598.42 1580.04 1577.21 1588.36 1596.53 1572.81 1575.64 1570.77 1583.02 1595.75 1584.91 1575.8 1591.5 1592.92 1582.55 1586.01 1589.15 1597 1595.27 1605.17 1596.22 1589.46 1574.07 1585.0612 12 19 Planta de tratamiento de agua con hierro fluior y aluminio incluye batería de filtro p/sedimentos Sg. 13021.21 13044.65 13146.21 13199.6 13250.38 13098.04 13074.6 13167.05 13234.76 13038.14 13061.58 13021.21 13122.78 13228.25 13138.4 13062.88 13193.09 13204.81 13118.87 13147.52 13173.56 13238.66 13224.34 13306.37 13232.15 13176.16 13048.55 13139.712 12 20 Suministro e Instalación de 1 tanque hidroneumatico de 220 gal C/u 395.68 396.39 399.47 401.1 402.64 398.01 397.3 400.11 402.16 396.19 396.9 395.68 398.76 401.97 399.24 396.94 400.9 401.25 398.64 399.51 400.3 402.28 401.85 404.34 402.09 400.38 396.51 399.2812 12 21 Suministro y colocación de filtro con piedra caliza M3 35.08 35.14 35.42 35.56 35.7 35.29 35.22 35.47 35.66 35.13 35.19 35.08 35.35 35.64 35.4 35.19 35.54 35.57 35.34 35.42 35.49 35.67 35.63 35.85 35.65 35.5 35.15 35.412 12 22 Sistema de desinfección de agua con Hipoclorador "T" Ø=2½" (fabricado en acero al carbono) C/u 442.48 443.28 446.73 448.54 450.27 445.09 444.29 447.44 449.74 443.06 443.85 442.48 445.93 449.52 446.46 443.9 448.32 448.72 445.8 446.77 447.66 449.87 449.38 452.17 449.65 447.75 443.41 446.5112 12 23 Bomba dosificadora hipoclorito de Ca P=200 a 600psi y Q= 60GPM. Incl mezclador c/motor de 1/2HP C/u 3689.47 3696.11 3724.89 3740.02 3754.4 3711.24 3704.6 3730.79 3749.98 3694.27 3700.91 3689.47 3718.25 3748.13 3722.68 3701.28 3738.17 3741.49 3717.14 3725.26 3732.64 3751.08 3747.03 3770.27 3749.24 3733.37 3697.22 3723.0412 12 24 Sistema de desinfección de agua con Hipoclorador "T" Ø=6" (fabricado en acero al carbono) C/u 799.05 800.39 806.18 809.23 812.13 803.43 802.09 807.37 811.23 800.01 801.35 799.05 804.84 810.86 805.73 801.43 808.86 809.52 804.62 806.26 807.74 811.46 810.64 815.32 811.09 807.89 800.61 805.8112 12 25 Bomba dosificadora de solucion de hipoclorito de calcio Q: 75 GPD P: 400 PSI cabezal de PVC o Aleacion ALOY-C Barril equipado co U 3616 3622.3 3649.6 3663.95 3677.6 3636.65 3630.35 3655.2 3673.4 3620.55 3626.85 3616 3643.3 3671.65 3647.5 3627.2 3662.2 3665.35 3642.25 3649.95 3656.95 3674.45 3670.6 3692.65 3672.7 3657.65 3623.35 3647.8512 13 1 SUMINISTRO E INSTALACION TUBERIA REJILLA ACERO AL CARBON DE 8X5/8"X20´X1/8". M 40.3 40.37 40.69 40.85 41.01 40.54 40.46 40.75 40.96 40.35 40.42 40.3 40.61 40.94 40.66 40.43 40.83 40.87 40.6 40.69 40.77 40.97 40.93 41.18 40.95 40.78 40.38 40.6612 13 2 SUMINISTRO E INSTALACION TUBERIA CIEGA ACERO AL CARBON DE 8X5/8"X20´. M 78.41 78.55 79.16 79.48 79.79 78.87 78.73 79.29 79.7 78.51 78.65 78.41 79.02 79.66 79.12 78.66 79.45 79.52 79 79.17 79.33 79.72 79.63 80.13 79.68 79.34 78.57 79.1212 13 3 Sum. e inst. de tuberia ciega para pozo acero al carbon de 6" de diam. x 1/4" de espesor M 46.94 47.02 47.39 47.58 47.76 47.21 47.13 47.46 47.71 47 47.08 46.94 47.3 47.68 47.36 47.09 47.56 47.6 47.29 47.39 47.49 47.72 47.67 47.97 47.7 47.5 47.04 47.3612 13 4 sum. e inst. de tubo acero al carbon p/pozo tipo rejilla de 6" de diam. x 1/4" de espesor M 54.78 54.88 55.31 55.53 55.75 55.1 55.01 55.39 55.68 54.85 54.95 54.78 55.21 55.65 55.27 54.96 55.5 55.55 55.19 55.31 55.42 55.7 55.64 55.98 55.67 55.43 54.9 55.2812 13 5 Suministro de tubería de acero al carbono Ø4"x5' cédula 40 con camisa. C/u 210 210.38 212.02 212.88 213.7 211.24 210.86 212.35 213.44 210.27 210.65 210 211.64 213.34 211.89 210.67 212.77 212.96 211.58 212.04 212.46 213.51 213.28 214.6 213.4 212.5 210.44 211.9112 13 6 Suministro de eje de columna acero 1045 Ø1"x5' con manguito de acero inoxidable de 1 3/16" c/couplin C/u 125 125.23 126.2 126.71 127.2 125.74 125.51 126.4 127.05 125.16 125.39 125 125.98 126.99 126.13 125.4 126.65 126.76 125.94 126.21 126.46 127.09 126.95 127.74 127.03 126.49 125.26 126.1412 14 1 Paso aereo para tuberia de Ho. Go. de Í 2". L=21M Sg. 342.83 343.45 346.12 347.53 348.86 344.85 344.24 346.67 348.45 343.28 343.89 342.83 345.5 348.28 345.91 343.93 347.36 347.66 345.4 346.16 346.84 348.56 348.18 350.34 348.38 346.91 343.55 345.9512 14 2 Paso Aereo tuberia de Ho. Go. 2 1/2" . Long= 12 mts. C/u 216.92 217.31 219.01 219.9 220.74 218.2 217.81 219.35 220.48 217.21 217.6 216.92 218.62 220.37 218.88 217.62 219.79 219.98 218.55 219.03 219.46 220.55 220.31 221.67 220.44 219.51 217.38 218.912 14 3 suministro e instalacion de abrazadera PL 3" x 1/8" con anclaje expansivo de 1/4" x 3" C/u 5.6 5.61 5.65 5.68 5.7 5.63 5.62 5.66 5.69 5.61 5.62 5.6 5.64 5.69 5.65 5.62 5.67 5.68 5.64 5.65 5.67 5.69 5.69 5.72 5.69 5.67 5.61 5.6512 14 4 Paso aereo tuberia de Ho. Go. de 1" . L= 13.85 mts Sg. 782.79 784.02 789.49 792.39 795.16 786.97 785.64 790.6 794.35 783.7 784.94 782.79 788.29 793.99 789.1 785 792.07 792.68 788.08 789.57 790.96 794.55 793.78 798.17 794.21 791.15 784.24 789.1712 14 5 Paso aereo de tuberia de Ho. Go. de 1" . L= 23.40 mts Sg. 937.33 938.84 945.56 949.1 952.49 942.45 940.83 946.94 951.48 938.44 939.97 937.33 944.06 951.05 945.05 940.04 948.68 949.44 943.81 945.65 947.38 951.75 950.78 956.16 951.29 947.56 939.11 945.1512 14 6 Sum y colocacion de tuberia Ho. Go. de 1" en paso aereo exitente tipo puente colgante L= 8.88 mts Sg. 70.86 70.98 71.49 71.76 72.02 71.25 71.13 71.6 71.94 70.95 71.06 70.86 71.38 71.91 71.45 71.07 71.73 71.79 71.36 71.5 71.63 71.96 71.89 72.3 71.93 71.64 71 71.4612 14 7 Sum. y colocacion de tuberia Ho. Go. de 1" en paso aereo existente tipo losa densa L=8.80 mts. Sg. 80.77 80.91 81.49 81.8 82.09 81.21 81.08 81.61 82 80.87 81 80.77 81.35 81.96 81.44 81.01 81.76 81.83 81.33 81.5 81.65 82.02 81.94 82.41 81.98 81.66 80.93 81.4512 14 8 Sum. y colocacion de tuberia Ho. Go. de 1" en paso aereo exitente tipo losa densa L=8.2 mts. Sg. 78.57 78.7 79.27 79.57 79.85 79 78.87 79.39 79.77 78.67 78.8 78.57 79.14 79.73 79.23 78.81 79.53 79.6 79.12 79.28 79.42 79.79 79.71 80.16 79.75 79.44 78.73 79.2312 14 9 Sum. y colocacion de tuberia Ho. Go. de 1" en paso aereo existente tipo losa densa L=6.80 mts. Sg. 67.13 67.24 67.72 67.97 68.2 67.49 67.38 67.81 68.13 67.21 67.32 67.13 67.61 68.1 67.68 67.33 67.94 67.99 67.59 67.72 67.85 68.15 68.08 68.46 68.12 67.86 67.26 67.6912 14 12 Estructura vertical de conc est de puente colg de 60m Según plano tipo ANDA archivo 3079 hoja 3A3 C/u 1674.86 1677.44 1690.77 1697.82 1704.09 1684.37 1681.25 1693.36 1702.2 1676.69 1679.79 1674.86 1687.67 1701.18 1689.79 1679.95 1696.91 1698.17 1687.34 1691.13 1694.1 1702.86 1700.68 1711.39 1701.76 1694.27 1678.42 1689.9312 14 13 Abrazadera para tubería con pletina de 2"x1/8" con anclaje expansivo de ½"x2¼" C/u 7.1 7.11 7.15 7.18 7.2 7.13 7.12 7.16 7.2 7.1 7.12 7.1 7.14 7.19 7.15 7.12 7.18 7.18 7.14 7.15 7.17 7.2 7.19 7.23 7.19 7.17 7.11 7.1512 14 14 Abrazadera para tubo de HoGo con cable de acero de 1/2 incluye cepo. C/u 3.46 3.46 3.49 3.5 3.52 3.48 3.47 3.5 3.51 3.46 3.47 3.46 3.48 3.51 3.49 3.47 3.5 3.51 3.48 3.49 3.5 3.51 3.51 3.53 3.51 3.5 3.46 3.4912 15 1 Caseta de bombeo de 2.95 x 4.55 (en forma de "L") Sg. 2381.34 2385.46 2403.5 2412.88 2422.01 2395.03 2390.72 2407.15 2419.23 2384.33 2388.44 2381.34 2399.4 2418.11 2402.14 2388.69 2411.77 2413.8 2398.69 2403.7 2408.32 2419.94 2417.4 2431.84 2418.77 2408.77 2386.16 2402.3412 15 2 Caseta de control de equipo de bombeo 2.30x7.50m con paredes de bloque de concreto; segun planos constructivos; no incluye ex Sg. 5441.09 5451.06 5491.08 5514.29 5536.92 5473.43 5463.24 5501.22 5527.88 5449.04 5457.76 5441.09 5481.45 5524.75 5488.75 5458.54 5512.23 5515.33 5481.12 5492.66 5503.94 5528.97 5523.7 5555.8 5526.77 5506.06 5453.01 5489.2612 15 3 Caseta de control de equipo de bombeo de medidas 2.95 x 2.95 m cubierta de techo tipo zin aluminio cal 26 piso de ladrillo de U 2934.7 2938.96 2961.89 2974.05 2985.7 2950.53 2946.18 2966.7 2980.39 2937.72 2943.05 2934.7 2957.2 2979.29 2960.2 2943.3 2972.45 2975.19 2956.46 2961.93 2967.56 2981.24 2978.95 2997.09 2979.75 2968.82 2940.12 2960.612 16 1 Arbol de descarga con tuberia de 4" (ver detalle adjunto) C/u 7879.6 7893.34 7952.85 7984.13 8013.88 7924.62 7910.89 7965.05 8004.73 7889.52 7903.26 7879.6 7939.12 8000.92 7948.27 7904.02 7980.31 7987.18 7936.83 7953.61 7968.87 8007.02 7998.63 8046.69 8003.2 7970.4 7895.63 7949.0312 16 2 Arbol de descarga con tuberia de 4" y accesorios HFD clase C-125 C/u 4036.65 4043.92 4075.4 4091.95 4107.7 4060.47 4053.2 4081.86 4102.85 4041.9 4049.16 4036.65 4068.14 4100.83 4072.98 4049.57 4089.94 4093.57 4066.93 4075.81 4083.88 4104.06 4099.62 4125.05 4102.04 4084.69 4045.13 4073.3912 16 4 Arbol de descarga con tuberia de 2" (ver detalle en planos) C/u 3099.91 3105.49 3129.67 3142.38 3154.47 3118.2 3112.62 3134.63 3150.75 3103.94 3109.52 3099.91 3124.09 3149.2 3127.81 3109.83 3140.83 3143.62 3123.16 3129.98 3136.18 3151.68 3148.27 3167.8 3150.13 3136.8 3106.42 3128.1212 16 5 Arbol de descarga Ø=4" HoFo C-300 Inc válvulas comp check anticip-onda medición Q y P s/planos U 16483.7 16513.37 16641.94 16709.53 16773.81 16580.95 16551.28 16668.32 16754.03 16505.13 16534.8 16483.7 16612.27 16745.79 16632.05 16536.45 16701.28 16716.12 16607.33 16643.59 16676.56 16758.98 16740.84 16844.69 16750.74 16679.86 16518.31 16633.712 16 7 Arbol de descarga (o arboles de descarga) con su estructura de soporte y caja de drenaje según planos. (desde cabezal de descarga Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

TORRE MET LICA P/TANQUE ELEVADO H=6.00 MTS.

12 16 8 Arbol de descarga con estructura de soporte existente no incluye caja de drenaje. Según planos Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 16 9 Arbol de descarga con tuberia de 4" y accesorios HFD clase C-125 segun planos U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 112 17 1 Tee reductora de 6"x4" de HFD C-125 U 192.98 193.32 194.83 195.62 196.37 194.11 193.77 195.14 196.14 193.23 193.57 192.98 194.48 196.04 194.71 193.59 195.52 195.7 194.42 194.85 195.23 196.2 195.99 197.2 196.1 195.27 193.38 194.7312 17 2 Reductor 2"x4" de HFD C-125 U 57.5 57.6 58.05 58.29 58.51 57.84 57.73 58.14 58.44 57.57 57.68 57.5 57.95 58.41 58.02 57.68 58.26 58.31 57.93 58.06 58.17 58.46 58.4 58.76 58.43 58.18 57.62 58.0212 17 3 Valvula anticipadora de onda de golpe de ariete de HFD C-300 Ø=2" C/u 2412.15 2416.49 2435.31 2445.2 2454.61 2426.38 2422.04 2439.17 2451.71 2415.29 2419.63 2412.15 2430.97 2450.51 2433.86 2419.87 2443.99 2446.16 2430.24 2435.55 2440.37 2452.44 2449.78 2464.98 2451.23 2440.86 2417.22 2434.112 17 4 Valvula anticipadora de onda de golpe de ariete de HFD C-300 Ø=1½" C/u 2085.8 2085.87 2086.15 2086.29 2086.43 2086.01 2085.95 2086.2 2086.39 2085.85 2085.91 2085.8 2086.08 2086.37 2086.12 2085.92 2086.27 2086.31 2086.07 2086.15 2086.22 2086.4 2086.36 2086.59 2086.38 2086.23 2085.88 2086.1312 17 5 Válvula de flotador no modulante de HFD Ø=6" clase 125/150 JB C/u 1906.57 1909.96 1924.64 1932.36 1939.7 1917.68 1914.29 1927.65 1937.44 1909.02 1912.41 1906.57 1921.25 1936.5 1923.51 1912.59 1931.42 1933.11 1920.69 1924.83 1928.59 1938 1935.93 1947.79 1937.06 1928.97 1910.52 1923.712 17 6 Carrete de HFD de Ø=4"x8" con derivación de 1/2" JB C-125 C/u 334.57 335.17 337.78 339.16 340.46 336.55 335.94 338.32 340.06 335.01 335.61 334.57 337.18 339.89 337.58 335.64 338.99 339.29 337.08 337.82 338.49 340.16 339.79 341.9 339.99 338.55 335.27 337.6212 17 7 Carrete de HFD de Ø=4"x40" JB C-125 C/u 414.13 414.88 418.11 419.81 421.42 416.58 415.83 418.77 420.93 414.67 415.42 414.13 417.36 420.72 417.86 415.46 419.6 419.97 417.24 418.15 418.98 421.05 420.59 423.2 420.84 419.06 415 417.912 17 8 Carrete de HFD de Ø=4"x24" JB C-125 C/u 317.47 318.04 320.52 321.82 323.06 319.35 318.77 321.03 322.68 317.89 318.46 317.47 319.95 322.52 320.33 318.49 321.66 321.95 319.85 320.55 321.19 322.78 322.43 324.43 322.62 321.25 318.14 320.3612 17 9 Filtro de HFD de Ø=4" JB C-150 C/u 493.69 494.58 498.43 500.45 502.38 496.6 495.71 499.22 501.79 494.33 495.22 493.69 497.54 501.54 498.13 495.27 500.21 500.65 497.39 498.48 499.47 501.93 501.39 504.5 501.69 499.56 494.73 498.1812 17 11 Válvula de aire triple acción de Ø=2" rn HFD roscada incluye accesorios de instalación U 390.17 390.86 393.88 395.47 396.98 392.45 391.75 394.5 396.51 390.67 391.37 390.17 393.19 396.32 393.65 391.41 395.28 395.62 393.07 393.92 394.7 396.63 396.2 398.64 396.44 394.77 390.98 393.6912 18 1 Cabezal de descarga de acero al carbón tipo L Ø=2"x90° C-300 C/u 79.8 79.94 80.57 80.89 81.2 80.27 80.13 80.69 81.11 79.9 80.05 79.8 80.42 81.07 80.52 80.06 80.85 80.93 80.4 80.57 80.73 81.13 81.04 81.55 81.09 80.75 79.97 80.5312 18 2 Válvula de retención check de acero al carbono C-300 C/u 451.72 452.54 456.06 457.91 459.67 454.39 453.57 456.78 459.13 452.31 453.12 451.72 455.25 458.9 455.79 453.17 457.68 458.09 455.11 456.1 457.01 459.27 458.77 461.61 459.04 457.1 452.67 455.8312 18 4 Válvula de aire de Ø=2" combinada de triple función en acero al carbón JB C-300 C/u 977.95 979.71 987.34 991.35 995.16 983.72 981.96 988.91 993.99 979.22 980.98 977.95 985.58 993.5 986.75 981.08 990.86 991.74 985.29 987.44 989.39 994.28 993.21 999.37 993.79 989.59 980.01 986.8512 18 5 Válvula de compuerta de Ø=2" de acero al carbón C-300 c/vástago ascendente C/u 507.29 508.21 512.16 514.24 516.22 510.29 509.37 512.97 515.61 507.95 508.86 507.29 511.25 515.36 511.86 508.92 513.99 514.44 511.1 512.21 513.23 515.76 515.21 518.4 515.51 513.33 508.36 511.9112 18 7 Manguito de acero al carbón con bridas C-300 Ø=2" U 129.78 130 130.94 131.43 131.9 130.49 130.27 131.13 131.75 129.94 130.15 129.78 130.72 131.69 130.86 130.17 131.37 131.48 130.68 130.95 131.19 131.79 131.66 132.41 131.73 131.21 130.03 130.8812 18 8 Codo de acero al carbono JB C-300 Ø=2"x90° C/u 105.41 105.58 106.33 106.72 107.1 105.97 105.8 106.48 106.98 105.53 105.7 105.41 106.16 106.93 106.27 105.72 106.67 106.76 106.13 106.34 106.53 107.01 106.9 107.51 106.96 106.55 105.61 106.2812 18 9 Tee de acero al carbono JB C-300 Ø=2" C/u 139.97 140.2 141.22 141.75 142.26 140.74 140.5 141.43 142.11 140.14 140.37 139.97 140.98 142.04 141.14 140.38 141.69 141.81 140.95 141.23 141.49 142.15 142 142.82 142.08 141.52 140.24 141.1612 18 10 Cabo brida de acero al carbono C-300 Ø=2" C/u 72.1 72.21 72.7 72.95 73.2 72.47 72.35 72.8 73.12 72.18 72.29 72.1 72.59 73.09 72.66 72.3 72.92 72.98 72.57 72.7 72.83 73.14 73.07 73.47 73.11 72.84 72.23 72.6712 18 11 Válvula de compuerta de acero al carbón de 3" tipo vástago levadizo JB C-300 C/u 913.63 913.74 914.17 914.4 914.62 913.96 913.86 914.26 914.55 913.71 913.81 913.63 914.07 914.52 914.14 913.81 914.37 914.42 914.05 914.18 914.29 914.57 914.51 914.86 914.54 914.3 913.75 914.1412 18 12 Tee de acero al carbono JB C-125 Ø=2" C/u 70.62 70.72 71.18 71.41 71.64 70.96 70.86 71.27 71.57 70.69 70.8 70.62 71.07 71.54 71.14 70.8 71.39 71.44 71.05 71.18 71.3 71.59 71.52 71.89 71.56 71.31 70.74 71.1512 18 13 Codo de acero al carbono de 2x90 ó 2x45 C-125 C/u 47.48 47.54 47.81 47.96 48.09 47.69 47.62 47.87 48.05 47.52 47.59 47.48 47.75 48.03 47.79 47.59 47.94 47.97 47.74 47.82 47.89 48.06 48.02 48.24 48.04 47.89 47.55 47.812 18 14 Cabo brida espiga roscado en un extremo acero al carbono Ø=2 JB C-125 C/u 35.34 35.4 35.65 35.78 35.91 35.53 35.47 35.7 35.87 35.38 35.44 35.34 35.59 35.85 35.63 35.44 35.77 35.8 35.58 35.65 35.72 35.88 35.84 36.05 35.86 35.72 35.41 35.6312 18 15 Cabo brida de acero al carbono Ø=2 JB C-125 C/u 45.77 45.85 46.18 46.36 46.52 46.02 45.95 46.25 46.47 45.83 45.9 45.77 46.1 46.45 46.15 45.91 46.33 46.37 46.09 46.18 46.27 46.48 46.44 46.7 46.46 46.28 45.86 46.1612 18 16 Manguito de acero al carbono de 2" JB C-125 Longitud hasta 1.0m C/u 43.22 43.29 43.61 43.77 43.93 43.46 43.39 43.67 43.88 43.27 43.35 43.22 43.53 43.86 43.58 43.35 43.75 43.79 43.52 43.61 43.69 43.89 43.85 44.1 43.87 43.7 43.31 43.5912 18 17 Tee de acero al carbono JB C-300 Ø=3" C/u 104.12 104.27 104.94 105.29 105.62 104.62 104.47 105.07 105.52 104.23 104.38 104.12 104.78 105.47 104.88 104.39 105.24 105.32 104.76 104.94 105.12 105.54 105.45 105.98 105.5 105.13 104.3 104.8912 18 18 Tee de acero al carbono JB C-300 Ø=3" con reductor de 3"x2" C/u 98.06 98.21 98.85 99.19 99.51 98.54 98.4 98.98 99.41 98.16 98.31 98.06 98.7 99.37 98.8 98.32 99.14 99.22 98.68 98.86 99.02 99.43 99.34 99.86 99.39 99.04 98.23 98.8112 18 19 Manguito de acero al carbono de 3" JB C-300 Longitud hasta 2.0m C/u 92.82 92.97 93.62 93.96 94.29 93.31 93.16 93.75 94.19 92.93 93.08 92.82 93.47 94.15 93.57 93.09 93.92 94 93.44 93.63 93.8 94.21 94.12 94.65 94.17 93.81 92.99 93.5812 18 20 Manguito de acero al carbono de 3" JB C-300 Longitud hasta 1.0m C/u 77.54 77.66 78.19 78.47 78.73 77.94 77.82 78.3 78.65 77.62 77.75 77.54 78.07 78.62 78.15 77.75 78.44 78.5 78.05 78.2 78.33 78.67 78.6 79.03 78.64 78.35 77.68 78.1612 18 21 Cabo brida de acero al carbono Ø=3 JB C-300 C/u 54.39 54.48 54.87 55.07 55.27 54.68 54.6 54.95 55.21 54.46 54.55 54.39 54.78 55.18 54.84 54.55 55.05 55.09 54.76 54.87 54.97 55.22 55.17 55.48 55.2 54.98 54.5 54.8412 18 22 Codo de acero al carbono de 3x90 ó 3x45 C-300 C/u 112.53 112.7 113.43 113.81 114.18 113.08 112.91 113.58 114.07 112.65 112.82 112.53 113.26 114.02 113.37 112.83 113.77 113.85 113.23 113.44 113.62 114.09 113.99 114.58 114.05 113.64 112.72 113.3812 18 23 Manguito de acero al carbono de Ø=4" Cédula 40 JB C-150 Longitud hasta 1.0m C/u 72.27 72.38 72.85 73.09 73.32 72.62 72.52 72.94 73.25 72.35 72.46 72.27 72.74 73.22 72.81 72.46 73.06 73.11 72.72 72.85 72.97 73.27 73.2 73.58 73.24 72.98 72.4 72.8212 18 24 Brida espiga con niple de acero al carbono cédula 40 Ø=4" longitud hasta 1.0 m; JB C-150 U 46.13 46.2 46.51 46.67 46.83 46.36 46.29 46.57 46.78 46.18 46.25 46.13 46.44 46.76 46.49 46.26 46.65 46.69 46.43 46.51 46.59 46.79 46.75 47 46.77 46.6 46.21 46.4912 18 25 Tee reductora de acero al carbono de 4"x2" de HFD con bridas de 4" y 2" C-150 C/u 80.27 80.37 80.86 81.12 81.34 80.63 80.52 80.96 81.27 80.34 80.44 80.27 80.73 81.25 80.82 80.47 81.07 81.15 80.72 80.86 80.98 81.29 81.23 81.61 81.26 81 80.39 80.8312 18 26 Tee de acero al carbono de Ø=4" con juntas bridas C-150 C/u 73.47 73.56 73.99 74.21 74.43 73.79 73.69 74.08 74.36 73.54 73.63 73.47 73.89 74.33 73.96 73.64 74.19 74.24 73.87 73.99 74.1 74.38 74.32 74.66 74.35 74.12 73.58 73.9612 18 27 Codo de acero al carbono juntas bridas C-150 Ø=2"x90° C/u 34.34 34.39 34.61 34.72 34.83 34.5 34.45 34.65 34.8 34.37 34.43 34.34 34.56 34.78 34.59 34.43 34.71 34.73 34.55 34.61 34.67 34.81 34.78 34.95 34.79 34.67 34.4 34.5912 18 28 Codo de acero al carbono juntas bridas C-150 Ø=4"x90° C/u 64.51 64.6 65 65.22 65.42 64.81 64.72 65.09 65.36 64.57 64.67 64.51 64.91 65.33 64.97 64.67 65.19 65.24 64.9 65.01 65.11 65.37 65.32 65.64 65.35 65.12 64.62 64.9812 18 29 Codo de acero al carbono juntas bridas C-150 Ø=4"x45° C/u 59.99 60.08 60.45 60.64 60.83 60.27 60.19 60.52 60.77 60.05 60.14 59.99 60.36 60.74 60.42 60.14 60.62 60.66 60.35 60.45 60.55 60.78 60.73 61.03 60.76 60.56 60.09 60.4212 18 30 Tee de acero al carbono JB C-150 Ø=2" cédula 40 U 58.51 58.59 58.95 59.14 59.32 58.78 58.69 59.02 59.26 58.57 58.65 58.51 58.86 59.24 58.92 58.65 59.11 59.15 58.85 58.95 59.04 59.27 59.22 59.51 59.25 59.05 58.6 58.9212 19 1 Acometida domiciliar de AP tubería de HoGo y PVC de Ø=1/2" en tubería HoGo de 1"; Long>3m hasta 9m; incluye excavación y rel C/u 44.76 44.87 45.2 45.38 45.56 45.03 44.97 45.27 45.52 44.85 44.92 44.76 45.13 45.49 45.16 44.92 45.35 45.39 45.1 45.2 45.28 45.52 45.47 45.76 45.5 45.28 44.88 45.1612 19 2 Acometida domiciliar de AP tubería de HoGo y PVC de Ø=1/2" en tubería HoGo de 1½" Long>3m hasta 9m; incluye excavación y r C/u 47.9 48.02 48.37 48.56 48.76 48.19 48.12 48.45 48.71 48 48.07 47.9 48.29 48.68 48.33 48.07 48.53 48.57 48.27 48.37 48.46 48.72 48.66 48.97 48.69 48.46 48.03 48.3312 19 3 Acometida domiciliar de AP tubería de HoGo y PVC de Ø=1/2" en tubería HoGo de 2"; Long>3m hasta 9m inc exc y relleno C/u 51.51 51.63 52.02 52.22 52.42 51.83 51.74 52.1 52.38 51.6 51.69 51.51 51.93 52.35 51.97 51.69 52.19 52.23 51.91 52.02 52.11 52.39 52.33 52.66 52.36 52.12 51.64 51.9812 19 4 Acometida domiciliar de AP de tubería PVC de Ø=1/2" en tubería PVC de 1"; Long>0m hasta 3m; inc exc y relleno C/u 25.07 25.1 25.31 25.41 25.5 25.21 25.16 25.34 25.47 25.09 25.14 25.07 25.26 25.46 25.29 25.14 25.39 25.41 25.26 25.31 25.35 25.47 25.46 25.61 25.46 25.35 25.12 25.2912 19 5 Acometida domiciliar de AP de tubería PVC de Ø=1/2" en tubería PVC de 1¼"; Long>0m hasta 3m C/u 14.4 14.41 14.54 14.59 14.64 14.46 14.44 14.56 14.62 14.41 14.44 14.4 14.51 14.62 14.53 14.44 14.58 14.59 14.51 14.54 14.57 14.62 14.62 14.71 14.62 14.57 14.42 14.5312 19 6 Acometida domiciliar de AP de tubería PVC de Ø=1/2" en tubería PVC de 1½"; Long>0m hasta 3m; inc exc y relleno C/u 27.13 27.16 27.4 27.5 27.6 27.29 27.23 27.43 27.55 27.15 27.21 27.13 27.34 27.54 27.37 27.21 27.47 27.5 27.34 27.4 27.44 27.56 27.54 27.72 27.54 27.44 27.19 27.3712 19 7 Acometida domiciliar de AP de tubería PVC de Ø=1/2" en tubería PVC de 2"; Long>0m hasta 3m; inc exc y relleno C/u 31.93 31.97 32.24 32.37 32.48 32.11 32.05 32.28 32.44 31.96 32.03 31.93 32.16 32.43 32.21 32.03 32.35 32.37 32.16 32.24 32.29 32.44 32.43 32.62 32.43 32.3 32 32.2112 19 8 Acometida domiciliar de AP de tubería PVC de Ø=1/2" en tubería PVC de 2½"; Long>0m hasta 3m; inc exc y relleno C/u 39 39.06 39.37 39.54 39.68 39.22 39.15 39.42 39.63 39.03 39.11 39 39.29 39.62 39.33 39.11 39.51 39.55 39.29 39.37 39.44 39.63 39.61 39.84 39.62 39.44 39.08 39.3312 19 9 Acometida domiciliar de AP de tubería PVC de Ø=1/2" en tubería PVC de 3"; Long>0m hasta 3m; inc exc y relleno C/u 33.49 33.54 33.8 33.94 34.06 33.68 33.62 33.85 34.02 33.52 33.59 33.49 33.74 34.01 33.78 33.59 33.92 33.95 33.73 33.81 33.87 34.02 34 34.2 34.01 33.88 33.56 33.7812 19 10 Acometida domiciliar de AP de tubería PVC de Ø=1/2" en tubería PVC de 4"; Long>0m hasta 3m; inc exc y relleno C/u 38.31 38.37 38.67 38.83 38.97 38.53 38.46 38.72 38.92 38.35 38.43 38.31 38.59 38.9 38.64 38.43 38.8 38.84 38.59 38.67 38.75 38.92 38.9 39.13 38.91 38.75 38.39 38.6412 19 12 Acometida domiciliar de AP de tubería PVC de Ø=1/2"; en tubería PVC de 1"; Long>3m hasta 9m; incluye excavación y relleno U 40.26 40.33 40.63 40.79 40.96 40.5 40.43 40.7 40.92 40.31 40.38 40.26 40.57 40.88 40.6 40.38 40.77 40.79 40.55 40.63 40.72 40.92 40.86 41.13 40.9 40.72 40.35 40.612 19 14 Acometida domiciliar de AP de tubería PVC de Ø=1/2" en tubería PVC de 1½"; Long>3m hasta 9m; incluye excavación y relleno U 42.03 42.11 42.42 42.58 42.76 42.28 42.21 42.49 42.71 42.08 42.16 42.03 42.35 42.67 42.39 42.16 42.56 42.58 42.33 42.42 42.51 42.71 42.64 42.94 42.69 42.51 42.13 42.3912 19 15 Acometida domiciliar de AP de tubería PVC de Ø=1/2" en tubería PVC de 2"; Long>3m hasta 9m; incluye excavación y relleno U 47.93 48.02 48.37 48.56 48.76 48.21 48.14 48.46 48.7 47.99 48.08 47.93 48.3 48.66 48.34 48.08 48.54 48.56 48.28 48.37 48.48 48.71 48.64 48.97 48.68 48.48 48.04 48.3412 19 16 Acometida domiciliar de AP de tubería PVC de Ø=1/2" en tubería PVC de 2½"; Long>3m hasta 9m; incluye excavación y relleno U 51.42 51.51 51.89 52.09 52.32 51.72 51.64 51.98 52.25 51.49 51.58 51.42 51.81 52.2 51.86 51.58 52.07 52.1 51.79 51.9 52.01 52.25 52.18 52.54 52.22 52.01 51.54 51.8612 19 17 Acometida domiciliar de AP de tubería PVC de Ø=1/2" en tubería PVC de 3"; Long>3m hasta 9m; incluye excavación y relleno U 49.87 49.96 50.33 50.52 50.74 50.16 50.08 50.42 50.67 49.93 50.02 49.87 50.25 50.63 50.29 50.02 50.5 50.53 50.23 50.33 50.44 50.67 50.6 50.96 50.65 50.44 49.98 50.2912 19 18 Acometida domiciliar de AP de tubería PVC de Ø=1/2" en tubería PVC de 4"; Long>3m hasta 9m; incluye excavación y relleno U 59.07 59.18 59.62 59.85 60.11 59.42 59.32 59.72 60.02 59.15 59.25 59.07 59.52 59.97 59.58 59.25 59.82 59.86 59.5 59.62 59.75 60.03 59.95 60.36 60 59.75 59.2 59.5812 19 19 Acometida domiciliar de AP de tubería PVC de Ø=1/2" en tubería PVC de 6"; Long>3m hasta 9m; incluye excavación y relleno U 69.34 69.46 70 70.26 70.54 69.75 69.62 70.11 70.47 69.43 69.56 69.34 69.87 70.42 69.95 69.56 70.23 70.27 69.84 70 70.14 70.47 70.39 70.85 70.44 70.15 69.5 69.9512 19 20 Acom domiciliar de AP de tub PVC de Ø=1/2" en tub HoGo de 1"; Long>0m hasta 3m inc exc y relleno C/u 26.35 26.4 26.6 26.71 26.82 26.52 26.47 26.64 26.76 26.39 26.43 26.35 26.56 26.75 26.57 26.43 26.68 26.71 26.56 26.6 26.65 26.76 26.75 26.93 26.75 26.65 26.41 26.5712 19 22 Acometida domiciliar de AP de tub PVC de Ø=1/2" en tub HoGo de 1½"; Long>0m hasta 3m inc exc y relleno C/u 31.41 31.48 31.71 31.84 31.98 31.6 31.56 31.76 31.9 31.45 31.51 31.41 31.66 31.89 31.67 31.51 31.8 31.84 31.65 31.71 31.77 31.91 31.89 32.1 31.89 31.77 31.49 31.6712 19 23 Acom domiciliar de AP de tub PVC de Ø=1/2" en tub HoGo de 2"; Long>0m hasta 3m inc exc y relleno C/u 32.91 32.99 33.23 33.36 33.51 33.12 33.07 33.29 33.44 32.97 33.03 32.91 33.17 33.42 33.2 33.03 33.33 33.37 33.17 33.23 33.3 33.44 33.42 33.65 33.43 33.3 33 33.212 19 24 Acom domiciliar de AP de tub PVC de Ø=1/2" en tub HoGo de 2½"; Long>0m hasta 3m inc exc y relleno C/u 48.46 48.56 48.92 49.12 49.33 48.76 48.67 49 49.24 48.52 48.62 48.46 48.83 49.21 48.88 48.62 49.08 49.13 48.83 48.92 49.02 49.24 49.2 49.53 49.22 49.02 48.58 48.8812 19 25 Acom domiciliar de AP de tub PVC de Ø=1/2" en tub de HoGo de 3" Long>0m hasta 3m inc exc y relleno C/u 33.11 33.18 33.42 33.55 33.71 33.31 33.26 33.48 33.63 33.16 33.22 33.11 33.36 33.62 33.39 33.22 33.52 33.57 33.36 33.42 33.49 33.63 33.61 33.84 33.62 33.49 33.19 33.3912 19 26 Acom domiciliar de AP de tub PVC de Ø=1/2" en tub HoGo de 4"; Long>0m hasta 3m inc exc y relleno C/u 56.54 56.64 57.08 57.29 57.55 56.87 56.78 57.16 57.45 56.61 56.72 56.54 56.96 57.42 57.02 56.72 57.26 57.31 56.96 57.08 57.2 57.45 57.41 57.78 57.43 57.2 56.66 57.0312 19 27 Acometida domiciliar de AP de tub PVC de Ø=1/2" en tub de HoGo de 6"; Long>0m hasta 3m inc exc y relleno C/u 136.27 136.52 137.59 138.13 138.7 137.08 136.84 137.79 138.48 136.45 136.69 136.27 137.33 138.43 137.48 136.7 138.04 138.17 137.3 137.6 137.86 138.52 138.4 139.28 138.46 137.89 136.56 137.4912 19 28 Acometida domiciliar de AP de tubería PVC de Ø=1/2" en tub de HFD de 6" Long>0m hasta 3m inc exc y relleno y grifo mueller de C/u 55.04 55.14 55.56 55.79 56.01 55.37 55.28 55.66 55.93 55.12 55.22 55.04 55.46 55.9 55.52 55.22 55.76 55.81 55.45 55.57 55.68 55.94 55.88 56.24 55.91 55.7 55.16 55.5212 19 30 Reconexión de acometida de AP de tubería PVC de Ø=1/2" en tubería PVC de 1" incluye excav y relleno U 17.04 17.07 17.2 17.24 17.33 17.13 17.1 17.21 17.31 17.06 17.08 17.04 17.17 17.31 17.18 17.08 17.24 17.24 17.16 17.2 17.21 17.31 17.3 17.4 17.31 17.22 17.07 17.1812 19 31 Reconexión de acometida de AP de tubería PVC de Ø=½" en tubería PVC de 1½" incluye excav y relleno U 19.14 19.18 19.32 19.37 19.47 19.24 19.21 19.33 19.44 19.16 19.19 19.14 19.28 19.44 19.3 19.19 19.37 19.37 19.27 19.32 19.33 19.44 19.42 19.55 19.44 19.34 19.18 19.312 19 32 Reconexión de acometida de AP de tubería PVC de Ø=½" en tubería PVC de 2" incluye escan y relleno U 21.07 21.11 21.27 21.33 21.43 21.18 21.15 21.29 21.4 21.1 21.13 21.07 21.23 21.4 21.25 21.13 21.33 21.33 21.22 21.27 21.29 21.4 21.39 21.52 21.4 21.3 21.11 21.2512 19 33 Reconexión de acometida de AP de tubería PVC de Ø=½" en tubería PVC de 2½ " incluye excav y relleno U 26.41 26.46 26.66 26.74 26.86 26.55 26.51 26.69 26.83 26.44 26.48 26.41 26.61 26.83 26.63 26.48 26.74 26.75 26.6 26.66 26.69 26.83 26.81 26.98 26.83 26.7 26.46 26.6312 20 1 Válvula de compuerta de Ø=4" en HoFo JB C-125 bajo norma AWWA C-509 con vástago no levadizo y dado operador; en tubería PVC U 554.23 555.22 559.55 561.82 563.98 557.49 556.5 560.43 563.31 554.95 555.94 554.23 558.55 563.04 559.21 556 561.54 562.04 558.38 559.6 560.71 563.48 562.87 566.36 563.2 560.82 555.39 559.2713 AGUAS NEGRAS13 1 1 Tubería PVC Ø=3" 80 PSI JC M 5.27 5.28 5.33 5.35 5.37 5.31 5.3 5.33 5.36 5.28 5.29 5.27 5.32 5.36 5.32 5.29 5.34 5.35 5.31 5.33 5.34 5.36 5.36 5.39 5.36 5.34 5.29 5.3213 1 2 Tubería PVC Ø=2" 100 PSI JC M 3.61 3.62 3.65 3.66 3.68 3.64 3.63 3.65 3.67 3.62 3.62 3.61 3.64 3.67 3.65 3.63 3.66 3.66 3.64 3.65 3.66 3.67 3.67 3.69 3.67 3.66 3.62 3.6513 1 3 Tubería PVC Ø=4" 80 PSI JC M 6.32 6.34 6.38 6.41 6.44 6.36 6.35 6.39 6.43 6.33 6.34 6.32 6.37 6.42 6.38 6.34 6.41 6.41 6.37 6.39 6.4 6.43 6.42 6.46 6.43 6.4 6.34 6.3813 1 4 Tubería PVC Ø=6" 100 PSI JC M 10.88 10.9 10.99 11.03 11.07 10.95 10.93 11 11.06 10.9 10.92 10.88 10.97 11.06 10.98 10.92 11.03 11.04 10.96 10.99 11.01 11.06 11.05 11.12 11.06 11.01 10.91 10.9813 1 5 TUBERÍA PVC 8" 100 PSI M 16.37 16.4 16.53 16.6 16.66 16.47 16.44 16.56 16.64 16.39 16.42 16.37 16.5 16.63 16.52 16.43 16.59 16.6 16.5 16.53 16.56 16.65 16.63 16.73 16.64 16.57 16.41 16.5213 1 6 TUBERÍA 10 ' PVC 100 PSI M 45.68 45.76 46.12 46.3 46.48 45.95 45.86 46.19 46.43 45.74 45.82 45.68 46.03 46.4 46.09 45.82 46.28 46.32 46.02 46.12 46.21 46.44 46.39 46.68 46.42 46.22 45.77 46.0913 1 7 TUBERÍA 12' PVC 100 PSI M 67.52 67.64 68.17 68.45 68.71 67.92 67.8 68.28 68.63 67.61 67.73 67.52 68.05 68.6 68.13 67.74 68.41 68.47 68.03 68.18 68.31 68.65 68.58 69 68.62 68.32 67.66 68.1413 1 8 TUBERÍA 4" PVC 100 PSI M 3.92 3.92 3.96 3.97 3.99 3.94 3.93 3.96 3.98 3.92 3.93 3.92 3.95 3.98 3.95 3.93 3.97 3.97 3.95 3.96 3.96 3.98 3.98 4 3.98 3.96 3.93 3.9513 1 9 Tubería PVC Ø=4" 125 PSI JC M 7.73 7.74 7.8 7.83 7.86 7.77 7.76 7.81 7.86 7.74 7.75 7.73 7.79 7.85 7.8 7.75 7.83 7.84 7.79 7.8 7.82 7.86 7.85 7.9 7.85 7.82 7.74 7.813 1 10 PERFORACIÓN TUBERÍA PVC C/5CMS.(AGUJ.½") 2 LÍNEAS M 0.74 0.74 0.74 0.75 0.75 0.74 0.74 0.74 0.75 0.74 0.74 0.74 0.74 0.75 0.74 0.74 0.75 0.75 0.74 0.74 0.74 0.75 0.75 0.75 0.75 0.74 0.74 0.7413 1 13 Suministro e instalación Tubería PVC JC Ø=6" 160 PSI (Incluye Accesorios) M 44.17 44.25 44.6 44.78 44.95 44.43 44.35 44.67 44.9 44.23 44.31 44.17 44.52 44.88 44.57 44.31 44.76 44.8 44.51 44.6 44.69 44.91 44.86 45.14 44.89 44.7 44.27 44.5813 1 14 Tubería de PVC JC de Ø=4" P=80PSI en edificaciones; incluye accesorios M 9.89 9.91 9.99 10.02 10.06 9.95 9.93 10 10.05 9.9 9.92 9.89 9.97 10.05 9.98 9.92 10.02 10.03 9.96 9.99 10.01 10.06 10.05 10.11 10.05 10.01 9.91 9.9813 1 17 Tubería PVC JC Ø=8" P=160 PSI (incluye accesorios) M 52.15 52.24 52.65 52.86 53.07 52.46 52.36 52.73 53 52.22 52.31 52.15 52.55 52.98 52.62 52.31 52.84 52.88 52.54 52.65 52.76 53.02 52.96 53.29 52.99 52.77 52.26 52.6213 1 19 TUBERIA PVC 15" 100 PSI M 97.57 97.75 98.51 98.91 99.29 98.15 97.97 98.67 99.17 97.7 97.88 97.57 98.34 99.13 98.45 97.89 98.86 98.95 98.31 98.52 98.72 99.2 99.1 99.71 99.16 98.73 97.78 98.4613 1 20 ENTRONQUE AGUAS NEGRAS TUBERIA DE 6" A CAJA DOMICILIAR U 135.06 135.31 136.31 136.82 137.43 135.92 135.67 136.56 137.19 135.2 135.44 135.06 136.06 137.18 136.3 135.44 136.81 136.93 136.05 136.31 136.57 137.2 137.17 137.93 137.18 136.57 135.42 136.313 1 21 Tuberia PVC JC DE 8" 160 PSI M 43.53 43.61 43.95 44.12 44.3 43.79 43.71 44.02 44.25 43.59 43.66 43.53 43.87 44.23 43.92 43.67 44.1 44.14 43.86 43.95 44.04 44.26 44.22 44.48 44.24 44.05 43.62 43.9313 1 22 Tuberia PVC JC DE 6" 160 PSI M 16.77 16.8 16.93 17 17.07 16.87 16.84 16.96 17.05 16.79 16.82 16.77 16.9 17.04 16.92 16.82 16.99 17 16.9 16.93 16.97 17.05 17.04 17.14 17.05 16.97 16.8 16.9213 1 23 Tubería PVC Ø=3" 100 PSI JC M 5.69 5.7 5.75 5.77 5.79 5.73 5.72 5.76 5.79 5.7 5.71 5.69 5.74 5.78 5.74 5.71 5.77 5.77 5.74 5.75 5.76 5.79 5.78 5.82 5.79 5.76 5.7 5.7413 1 24 Tubería PVC Ø=4" 100 PSI JC M 6.84 6.85 6.91 6.93 6.96 6.88 6.87 6.92 6.95 6.85 6.86 6.84 6.89 6.95 6.9 6.86 6.93 6.94 6.89 6.91 6.92 6.95 6.95 6.99 6.95 6.92 6.85 6.913 1 25 Tuberia PVC Ø=4" 125 PSI JC M 7.77 7.78 7.84 7.87 7.9 7.81 7.8 7.85 7.89 7.78 7.79 7.77 7.83 7.89 7.84 7.79 7.87 7.88 7.83 7.84 7.86 7.9 7.89 7.94 7.89 7.86 7.78 7.8413 1 26 Tuberia 8" PVC JC 125 PSI M 32.18 32.23 32.49 32.62 32.74 32.37 32.31 32.54 32.71 32.22 32.28 32.18 32.43 32.69 32.47 32.28 32.6 32.63 32.42 32.49 32.55 32.72 32.68 32.88 32.7 32.56 32.24 32.4713 1 27 SUMINISTRO E INSTALACION DE TUBERIA DRENASEP PVC Í 4" EN CAMPO DE RIEGO M 27.85 27.9 28.1 28.21 28.31 28 27.96 28.14 28.28 27.88 27.93 27.85 28.05 28.27 28.09 27.93 28.2 28.22 28.05 28.1 28.16 28.29 28.26 28.42 28.27 28.16 27.91 28.0913 1 28 PERFORACION DE TUBERIA PVC HASTA 4" DE DIAM. C/20 CMS. 2 LINEAS. (AGUJERO DE 1/4") M 0.56 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.56 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.58 0.57 0.57 0.57 0.5713 1 29 Tubería PVC D=3" P=125 PSI (incluye accesorios) M 3.8 3.81 3.84 3.85 3.87 3.82 3.82 3.84 3.86 3.81 3.81 3.8 3.83 3.86 3.84 3.81 3.85 3.85 3.83 3.84 3.85 3.86 3.86 3.88 3.86 3.85 3.81 3.8413 1 30 Tubería PVC D=2" P=125 PSI (incluye accesorios) M 2.34 2.35 2.37 2.38 2.39 2.36 2.35 2.37 2.38 2.35 2.35 2.34 2.36 2.38 2.37 2.35 2.38 2.38 2.36 2.37 2.37 2.38 2.38 2.4 2.38 2.37 2.35 2.3713 1 31 Tubería PVC JC Ø=4" P=160 PSI (incluye accesorios) M 7.31 7.32 7.38 7.41 7.43 7.35 7.34 7.39 7.43 7.32 7.33 7.31 7.36 7.42 7.37 7.33 7.4 7.41 7.36 7.38 7.39 7.43 7.42 7.47 7.42 7.39 7.32 7.3713 1 32 Tubería PVC JC Ø=6" 125 PSI (Incluye accesorios) M 12.37 12.4 12.49 12.54 12.59 12.45 12.42 12.51 12.58 12.39 12.41 12.37 12.47 12.57 12.49 12.41 12.54 12.55 12.47 12.49 12.52 12.58 12.57 12.65 12.58 12.52 12.4 12.4913 1 33 Suministro e instalación de manguera transparente de Ø=1" M 1.48 3.72 3.75 3.77 3.78 3.74 3.73 3.76 3.78 3.72 3.73 3.72 3.74 3.77 3.75 3.73 3.76 3.77 3.74 3.75 3.76 3.78 3.77 3.8 3.78 3.76 3.72 3.75

13 2 1 TUBERÍA DE CEMENTO 6" M 8 8.02 8.08 8.11 8.14 8.05 8.04 8.09 8.13 8.01 8.03 8 8.07 8.13 8.08 8.03 8.11 8.12 8.06 8.08 8.1 8.14 8.13 8.18 8.13 8.1 8.02 8.0813 2 2 TUBERÍA DE CEMENTO 8" M 7.34 7.34 7.37 7.39 7.4 7.36 7.35 7.38 7.4 7.34 7.35 7.34 7.37 7.39 7.37 7.35 7.38 7.39 7.36 7.37 7.38 7.4 7.39 7.41 7.39 7.38 7.35 7.3713 2 3 Tuberia de concreto de 8" sin refuerzo M 6.03 6.05 6.09 6.12 6.14 6.07 6.06 6.1 6.13 6.04 6.05 6.03 6.08 6.13 6.09 6.05 6.11 6.12 6.08 6.09 6.11 6.14 6.13 6.17 6.13 6.11 6.05 6.0913 2 4 Tuberia de concreto 6" sin refuerzo M 5.16 5.17 5.21 5.23 5.25 5.19 5.18 5.22 5.25 5.17 5.18 5.16 5.2 5.25 5.21 5.18 5.23 5.24 5.2 5.21 5.22 5.25 5.24 5.28 5.25 5.22 5.17 5.2113 2 5 Tuberia de concreto 10" sin refuerzo M 9.28 9.3 9.37 9.41 9.45 9.34 9.32 9.39 9.44 9.3 9.31 9.28 9.36 9.43 9.37 9.31 9.41 9.42 9.35 9.37 9.39 9.44 9.43 9.49 9.43 9.39 9.3 9.3713 2 6 Tuberia de concreto 12" sin refuerzo M 8.73 8.74 8.81 8.85 8.88 8.78 8.76 8.83 8.87 8.74 8.76 8.73 8.8 8.87 8.81 8.76 8.84 8.85 8.79 8.81 8.83 8.87 8.86 8.92 8.87 8.83 8.75 8.8113 2 7 Tuberia de concreto 15" sin refuerzo M 12.49 12.51 12.61 12.66 12.71 12.56 12.54 12.63 12.69 12.5 12.53 12.49 12.58 12.69 12.6 12.53 12.65 12.66 12.58 12.61 12.63 12.7 12.68 12.76 12.69 12.64 12.51 12.613 2 8 Tuberia de cemento 4" M 3.9 3.91 3.92 3.93 3.94 3.92 3.91 3.93 3.94 3.91 3.91 3.9 3.92 3.94 3.92 3.91 3.93 3.93 3.92 3.92 3.93 3.94 3.94 3.95 3.94 3.93 3.91 3.9213 3 1 Sifón continuación PVC Ø=3" U 12.39 12.41 12.51 12.55 12.6 12.46 12.44 12.52 12.59 12.4 12.42 12.39 12.48 12.58 12.5 12.43 12.55 12.56 12.48 12.51 12.53 12.59 12.58 12.66 12.59 12.53 12.41 12.513 3 2 Curva PVC Ø=3" U 4.64 4.64 4.68 4.7 4.72 4.66 4.65 4.69 4.71 4.64 4.65 4.64 4.67 4.71 4.68 4.65 4.7 4.7 4.67 4.68 4.69 4.71 4.71 4.74 4.71 4.69 4.65 4.6813 3 3 UNIÓN LISA PVC Í 3" U 9.16 9.18 9.25 9.28 9.32 9.21 9.2 9.26 9.31 9.17 9.19 9.16 9.23 9.31 9.24 9.19 9.28 9.29 9.23 9.25 9.27 9.31 9.3 9.36 9.31 9.27 9.18 9.2413 3 4 CODO LISO 90° PVC Í 2" U 5.11 5.12 5.16 5.18 5.2 5.14 5.13 5.17 5.19 5.11 5.12 5.11 5.15 5.19 5.15 5.12 5.18 5.18 5.15 5.16 5.17 5.19 5.19 5.22 5.19 5.17 5.12 5.1513 3 5 TEE LISA PVC Í 3" U 6.65 6.66 6.72 6.74 6.77 6.69 6.68 6.73 6.76 6.66 6.67 6.65 6.7 6.76 6.71 6.67 6.74 6.75 6.7 6.72 6.73 6.76 6.76 6.8 6.76 6.73 6.67 6.7113 3 6 REDUCTOR LISO DE 4"X2" P/A.N. PVC JC U 7.89 7.9 7.97 8 8.03 7.94 7.92 7.98 8.02 7.9 7.91 7.89 7.95 8.02 7.96 7.92 7.99 8 7.95 7.97 7.98 8.02 8.01 8.06 8.02 7.98 7.91 7.9613 3 7 DOBLE YEE TEE PVC 4PUL U 37.57 37.64 37.93 38.09 38.24 37.8 37.73 37.99 38.19 37.62 37.69 37.57 37.87 38.17 37.91 37.69 38.07 38.1 37.86 37.94 38.01 38.2 38.16 38.4 38.18 38.02 37.65 37.9213 3 8 Yee PVC Ø=4" U 5.35 5.36 5.4 5.42 5.45 5.38 5.37 5.41 5.44 5.36 5.37 5.35 5.39 5.44 5.4 5.37 5.42 5.43 5.39 5.4 5.41 5.44 5.44 5.47 5.44 5.41 5.36 5.413 3 9 Yee reductora PVC 4"x3" U 12 12.02 12.11 12.16 12.21 12.07 12.05 12.13 12.2 12.01 12.04 12 12.09 12.19 12.11 12.04 12.16 12.17 12.09 12.12 12.14 12.2 12.19 12.26 12.19 12.14 12.02 12.1113 3 10 SIFÓN CONTINUACIÓN DE PVC C/REGISTRO Í4" U 23.19 23.23 23.41 23.51 23.6 23.33 23.29 23.45 23.57 23.22 23.26 23.19 23.37 23.56 23.4 23.26 23.5 23.52 23.37 23.42 23.46 23.58 23.55 23.7 23.57 23.47 23.24 23.413 3 11 Sifón continuación PVC Ø=4" sin tapón de registro U 15.82 15.85 15.97 16.04 16.1 15.91 15.88 16 16.08 15.84 15.87 15.82 15.94 16.07 15.96 15.87 16.03 16.04 15.94 15.97 16 16.09 16.07 16.17 16.08 16.01 15.85 15.9613 3 12 Sifón continuación con tapón de registro PVC Ø=2' JC U 4.79 4.79 4.83 4.85 4.87 4.81 4.8 4.84 4.86 4.79 4.8 4.79 4.82 4.86 4.83 4.8 4.85 4.85 4.82 4.83 4.84 4.87 4.86 4.89 4.86 4.84 4.8 4.8313 3 14 CURVA DE Í6"X 90 GRADOS PVC JC U 21.42 21.46 21.63 21.71 21.8 21.55 21.51 21.66 21.77 21.45 21.49 21.42 21.59 21.76 21.61 21.49 21.7 21.72 21.58 21.63 21.67 21.78 21.76 21.89 21.77 21.68 21.47 21.6213 3 15 YeeTee lisa de Ø=4" JC U 12.9 12.92 13.02 13.08 13.13 12.98 12.95 13.04 13.11 12.92 12.94 12.9 13 13.11 13.02 12.94 13.07 13.08 13 13.03 13.05 13.12 13.1 13.18 13.11 13.05 12.93 13.0213 3 16 YEE TEE REDUCTORA 6"X 4" PVC JC U 40.98 41.05 41.37 41.54 41.7 41.22 41.15 41.44 41.65 41.03 41.11 40.98 41.3 41.63 41.35 41.11 41.52 41.56 41.29 41.38 41.46 41.67 41.62 41.88 41.65 41.47 41.07 41.3513 3 17 YEE TEE FLEXIBLE REDUCTORA DE 8"X6" U 5.5 5.51 5.55 5.58 5.6 5.53 5.52 5.56 5.59 5.51 5.52 5.5 5.54 5.59 5.55 5.52 5.57 5.58 5.54 5.55 5.57 5.59 5.59 5.62 5.59 5.57 5.51 5.5513 3 18 REDUCTOR LISO DE 6"X4" P/A.P. PVC JC C/u 14.61 14.64 14.75 14.81 14.87 14.7 14.67 14.77 14.85 14.63 14.66 14.61 14.73 14.84 14.74 14.66 14.8 14.82 14.72 14.75 14.78 14.86 14.84 14.93 14.85 14.78 14.64 14.7413 3 19 REDUCTOR LISO DE 6"X4" P/A.P. PVC JC C/u 14.41 14.44 14.55 14.61 14.67 14.5 14.47 14.57 14.65 14.43 14.46 14.41 14.53 14.64 14.54 14.46 14.6 14.62 14.52 14.55 14.58 14.65 14.64 14.73 14.65 14.58 14.44 14.5413 3 20 YEE TEE PVC 3PUL 160 PSI C/u 6.43 6.44 6.49 6.52 6.54 6.47 6.46 6.5 6.54 6.44 6.45 6.43 6.48 6.53 6.49 6.45 6.52 6.52 6.48 6.49 6.51 6.54 6.53 6.57 6.54 6.51 6.44 6.4913 3 21 UNIÓN LISA PVC Í 2" C/u 4.12 4.13 4.16 4.17 4.19 4.14 4.13 4.16 4.19 4.12 4.13 4.12 4.15 4.18 4.16 4.13 4.17 4.18 4.15 4.16 4.17 4.19 4.18 4.21 4.19 4.17 4.13 4.1613 3 22 TEE LISA Í6" PVC C/u 83.89 84.04 84.7 85.04 85.37 84.39 84.24 84.83 85.27 84 84.15 83.89 84.55 85.22 84.65 84.16 85 85.07 84.52 84.7 84.87 85.29 85.2 85.73 85.25 84.89 84.07 84.6513 3 23 REDUCCIÓN LISA PVC 3" A 2" C/u 6.98 6.99 7.05 7.07 7.1 7.02 7.01 7.06 7.09 6.99 7 6.98 7.03 7.09 7.04 7 7.07 7.08 7.03 7.05 7.06 7.1 7.09 7.13 7.09 7.06 6.99 7.0413 3 24 REDUCTOR LISO DE 6"X4" P/A.N PVC JC C/u 18.56 18.59 18.74 18.81 18.89 18.67 18.64 18.77 18.87 18.58 18.62 18.56 18.71 18.86 18.73 18.62 18.81 18.82 18.7 18.74 18.78 18.87 18.85 18.97 18.86 18.78 18.6 18.7313 3 25 YETE PVC LISA ° 2 PULG. C/u 3.12 3.13 3.15 3.16 3.18 3.14 3.13 3.16 3.17 3.13 3.13 3.12 3.15 3.17 3.15 3.13 3.16 3.17 3.15 3.15 3.16 3.17 3.17 3.19 3.17 3.16 3.13 3.1513 3 26 YETE REDUCTORA PVC LISA ° 4X2 PULG (SOLO MATERIAL) C/u 10.47 10.49 10.57 10.62 10.66 10.53 10.52 10.59 10.64 10.49 10.5 10.47 10.55 10.64 10.57 10.51 10.61 10.62 10.55 10.57 10.59 10.65 10.64 10.7 10.64 10.6 10.49 10.5713 3 27 SIFÓN TRAMPA DE PVC S/REGISTRO Í4" C/u 28.41 28.46 28.68 28.8 28.91 28.58 28.53 28.73 28.88 28.45 28.5 28.41 28.63 28.86 28.67 28.5 28.79 28.81 28.62 28.69 28.74 28.89 28.85 29.03 28.87 28.75 28.47 28.6713 3 28 SIFÓN TRAMPA DE PVC C/REGISTRO Í4" C/u 24.12 24.16 24.35 24.45 24.55 24.26 24.22 24.39 24.52 24.15 24.2 24.12 24.31 24.51 24.34 24.2 24.44 24.46 24.3 24.35 24.4 24.52 24.5 24.65 24.51 24.41 24.17 24.3413 3 29 SIFÓN CONTINUACIÓN S/REGISTRO Í6" C/u 63.4 63.52 64.01 64.27 64.52 63.78 63.66 64.11 64.44 63.48 63.6 63.4 63.9 64.41 63.97 63.6 64.24 64.29 63.88 64.02 64.14 64.46 64.39 64.79 64.43 64.16 63.53 63.9813 3 30 YEE TEE REDUCTORA 8"X6" PVC(COMERCIAL) C/u 26.56 26.61 26.82 26.92 27.03 26.72 26.67 26.86 27 26.59 26.64 26.56 26.77 26.98 26.8 26.64 26.91 26.93 26.76 26.82 26.87 27 26.98 27.14 26.99 26.88 26.62 26.813 3 31 YEETEE REDUCTORA 4X2 PULG. PVC JR C/u 13.59 13.62 13.72 13.78 13.83 13.67 13.65 13.74 13.81 13.61 13.63 13.59 13.7 13.81 13.71 13.63 13.77 13.78 13.69 13.72 13.75 13.82 13.8 13.89 13.81 13.75 13.62 13.7113 3 32 YEE TEE REDUCTORA 4X3PUL 160 PSI C/u 12.82 12.84 12.94 12.99 13.04 12.89 12.87 12.96 13.03 12.83 12.86 12.82 12.92 13.02 12.93 12.86 12.98 13 12.91 12.94 12.97 13.03 13.02 13.1 13.02 12.97 12.84 12.9313 3 34 REDUCTOR LISO DE 4"X2" P/A.N. PVC JC C/u 4.77 4.78 4.82 4.83 4.85 4.8 4.79 4.82 4.85 4.78 4.78 4.77 4.81 4.85 4.81 4.78 4.83 4.84 4.81 4.82 4.83 4.85 4.84 4.87 4.85 4.83 4.78 4.8113 3 36 CURVA PVC LISA A 90° DE 2" U 2.1 2.11 2.12 2.13 2.14 2.12 2.11 2.13 2.14 2.11 2.11 2.1 2.12 2.14 2.12 2.11 2.13 2.13 2.12 2.12 2.13 2.14 2.14 2.15 2.14 2.13 2.11 2.1213 3 37 Curva PVC 4"x90° JC C/u 7.76 7.78 7.84 7.87 7.9 7.81 7.79 7.85 7.89 7.77 7.79 7.76 7.82 7.89 7.83 7.79 7.86 7.87 7.82 7.84 7.85 7.89 7.88 7.93 7.89 7.85 7.78 7.8313 3 40 YEE TEE PVC 6" U 26.26 26.31 26.51 26.62 26.72 26.42 26.37 26.55 26.69 26.29 26.34 26.26 26.47 26.68 26.5 26.34 26.61 26.63 26.46 26.52 26.57 26.7 26.67 26.84 26.69 26.57 26.32 26.513 3 42 Tapon Hembra PVC Liso 160 PSI DE 8" U 75.18 75.31 75.9 76.21 76.5 75.63 75.48 76.02 76.42 75.28 75.41 75.18 75.77 76.38 75.86 75.42 76.17 76.24 75.75 75.91 76.06 76.44 76.36 76.82 76.4 76.07 75.33 75.8613 3 43 Tapon Hembra Liso 160 PSI DE 6" U 25.4 25.45 25.65 25.75 25.85 25.56 25.5 25.69 25.82 25.43 25.48 25.4 25.6 25.81 25.63 25.48 25.73 25.76 25.59 25.65 25.7 25.83 25.8 25.96 25.82 25.7 25.45 25.6313 3 44 Buching PVC JC 160 PSI DE 8" x 6" U 93.01 93.18 93.91 94.28 94.66 93.57 93.39 94.05 94.55 93.13 93.3 93.01 93.74 94.5 93.85 93.31 94.24 94.32 93.72 93.92 94.1 94.57 94.47 95.05 94.53 94.12 93.21 93.8613 3 45 Crucero PVC JC DE 8" 160 PSI U 61.96 62.07 62.55 62.8 63.05 62.33 62.21 62.65 62.98 62.04 62.15 61.96 62.44 62.95 62.52 62.15 62.77 62.83 62.43 62.56 62.68 63 62.93 63.31 62.97 62.69 62.09 62.5213 3 46 YEE reductora PVC de 12" x 4" ( hechiza) U 96.75 96.92 97.68 98.07 98.47 97.34 97.14 97.83 98.35 96.87 97.04 96.75 97.52 98.31 97.63 97.05 98.02 98.1 97.49 97.69 97.88 98.38 98.28 98.87 98.33 97.9 96.95 97.6413 3 47 Sifon a la pared PVC de 1 1/4"" C/u 3.27 3.27 3.3 3.31 3.32 3.29 3.28 3.3 3.32 3.27 3.28 3.27 3.29 3.32 3.3 3.28 3.31 3.31 3.29 3.3 3.31 3.32 3.32 3.34 3.32 3.31 3.27 3.313 3 48 Yee Tee reductora PVC de 3"x2" U 7.22 7.23 7.29 7.32 7.34 7.26 7.25 7.3 7.34 7.23 7.24 7.22 7.27 7.33 7.28 7.24 7.31 7.32 7.27 7.29 7.3 7.34 7.33 7.38 7.33 7.3 7.23 7.2813 3 49 SUMINISTRO E INSTALACION DE TEE LISA PVC DE 4" JR C/u 78.43 78.57 79.18 79.5 79.81 78.89 78.75 79.31 79.71 78.53 78.67 78.43 79.04 79.67 79.13 78.68 79.46 79.53 79.02 79.19 79.35 79.74 79.65 80.15 79.7 79.36 78.59 79.1413 3 50 SUM. E INSTALACION DE TAPON INODORO NIQUELADO DE 4" C/u 15.71 15.74 15.86 15.92 15.98 15.8 15.77 15.88 15.97 15.73 15.76 15.71 15.83 15.96 15.85 15.76 15.91 15.93 15.83 15.86 15.89 15.97 15.95 16.05 15.96 15.89 15.74 15.8513 3 51 Sum. de codo liso PVC 90o. de 4" C/u 15.76 15.79 15.91 15.98 16.04 15.85 15.82 15.94 16.02 15.78 15.81 15.76 15.88 16.01 15.9 15.81 15.97 15.98 15.88 15.91 15.94 16.02 16.01 16.11 16.02 15.95 15.79 15.913 3 52 Suministro e instalación de Yee Tee PVC de 3" JC C/u 3.22 3.23 3.25 3.26 3.28 3.24 3.23 3.26 3.27 3.23 3.23 3.22 3.25 3.27 3.25 3.23 3.26 3.27 3.25 3.25 3.26 3.28 3.27 3.29 3.27 3.26 3.23 3.2513 3 53 Suministro e instalación de codo PVC de 3" JC C/u 4.71 4.72 4.76 4.78 4.79 4.74 4.73 4.76 4.79 4.72 4.73 4.71 4.75 4.79 4.75 4.73 4.77 4.78 4.75 4.76 4.77 4.79 4.78 4.81 4.79 4.77 4.72 4.7513 3 54 Suministro e instalación de tapón hembra PVC Liso Ø=3" JC C/u 5.34 5.35 5.39 5.41 5.44 5.37 5.36 5.4 5.43 5.35 5.36 5.34 5.38 5.43 5.39 5.36 5.41 5.42 5.38 5.39 5.4 5.43 5.42 5.46 5.43 5.4 5.35 5.3913 3 55 CURVA PVC Ø3"x90° PARA DRENAJE U 4.75 4.76 4.79 4.81 4.83 4.78 4.77 4.8 4.83 4.75 4.76 4.75 4.79 4.82 4.79 4.76 4.81 4.82 4.78 4.79 4.8 4.83 4.82 4.85 4.83 4.81 4.76 4.7913 3 56 Bushing reductor de PVC de 2x1½ JC (drenaje) C/u 0.88 0.88 0.89 0.89 0.89 0.88 0.88 0.89 0.89 0.88 0.88 0.88 0.88 0.89 0.88 0.88 0.89 0.89 0.88 0.89 0.89 0.89 0.89 0.9 0.89 0.89 0.88 0.8813 3 57 Curva PVC de Ø=4x45° para drenaje JC C/u 1.78 1.78 1.8 1.8 1.81 1.79 1.79 1.8 1.81 1.78 1.78 1.78 1.79 1.81 1.8 1.78 1.8 1.8 1.79 1.8 1.8 1.81 1.81 1.82 1.81 1.8 1.78 1.813 3 58 Curva PVC de Ø=3x45° para drenaje JC C/u 1.76 1.77 1.78 1.79 1.79 1.77 1.77 1.78 1.79 1.77 1.77 1.76 1.78 1.79 1.78 1.77 1.79 1.79 1.78 1.78 1.78 1.79 1.79 1.8 1.79 1.78 1.77 1.7813 3 59 Curva PVC de Ø=2x45° para drenaje JC C/u 0.99 0.99 1 1 1.01 1 0.99 1 1.01 0.99 0.99 0.99 1 1.01 1 0.99 1 1 1 1 1 1.01 1 1.01 1.01 1 0.99 113 3 60 Válvula de bola de PVC de Ø=2" U 11.5 11.52 11.61 11.65 11.7 11.56 11.54 11.62 11.68 11.51 11.53 11.5 11.59 11.68 11.6 11.53 11.65 11.66 11.58 11.61 11.63 11.69 11.68 11.75 11.68 11.63 11.52 11.613 4 1 YEE REDUCTORA DE 8" A 6" DE CEMENTO U 10.11 10.13 10.21 10.25 10.29 10.17 10.16 10.23 10.28 10.13 10.15 10.11 10.19 10.28 10.21 10.15 10.25 10.26 10.19 10.21 10.23 10.28 10.27 10.34 10.28 10.23 10.14 10.2113 5 1 TUBERÍA FLEXIBLE PVC NOVAFOR DE 6" M 16.08 16.11 16.24 16.3 16.36 16.18 16.15 16.26 16.35 16.1 16.13 16.08 16.21 16.34 16.23 16.13 16.29 16.31 16.2 16.24 16.27 16.35 16.33 16.43 16.34 16.27 16.11 16.2313 5 2 TUBERÍA FLEXIBLE PVC NOVAFOR 6" C/SUELO.CEM.FLUIDO 20:1(AREN. LIM) M 24.82 24.86 25.05 25.15 25.25 24.97 24.92 25.09 25.23 24.85 24.89 24.82 25.01 25.21 25.04 24.89 25.14 25.16 25 25.06 25.11 25.23 25.21 25.36 25.22 25.11 24.87 25.0413 5 3 TUBERÍA FLEXIBLE PVC NOVAFOR DE 8" M 15.99 16.02 16.14 16.21 16.27 16.08 16.05 16.17 16.25 16.01 16.04 15.99 16.11 16.24 16.13 16.04 16.2 16.21 16.11 16.14 16.17 16.25 16.24 16.34 16.25 16.18 16.02 16.1313 5 4 TUBERÍA FLEXIBLE PVC NOVAFOR 8" C/SUELO CEM.FLUIDO 20:1(AREN. LIM). M 27.51 27.56 27.77 27.88 27.99 27.67 27.62 27.81 27.96 27.54 27.59 27.51 27.72 27.95 27.76 27.59 27.87 27.89 27.72 27.77 27.83 27.97 27.94 28.11 27.96 27.83 27.56 27.7613 5 5 TUBERÍA FLEXIBLE PVC NOVAFOR DE 10" M 11.51 11.53 11.62 11.67 11.71 11.58 11.56 11.64 11.7 11.53 11.55 11.51 11.6 11.7 11.61 11.55 11.66 11.67 11.6 11.62 11.65 11.7 11.69 11.76 11.7 11.65 11.53 11.6213 5 6 TUBERÍA FLEXIBLE PVC NOVAFOR 10" C/SUELO CEM.FLUIDO20:1(AREN. LIM.) M 24.73 24.78 24.97 25.07 25.17 24.88 24.83 25.01 25.14 24.76 24.81 24.73 24.93 25.13 24.96 24.81 25.06 25.08 24.92 24.97 25.02 25.15 25.12 25.27 25.14 25.03 24.78 24.9613 5 7 TUBERÍA FLEXIBLE PVC NOVAFOR DE 12" M 14.41 14.43 14.54 14.6 14.66 14.49 14.46 14.57 14.64 14.42 14.45 14.41 14.52 14.64 14.54 14.45 14.6 14.61 14.51 14.55 14.57 14.65 14.63 14.72 14.64 14.58 14.44 14.5413 5 8 TUBERÍA FLEXIBLE PVC NOVAFOR 12" C/SUELO CEM.FLUIDO20:1(AREN. LIM). M 29.25 29.3 29.53 29.64 29.77 29.42 29.36 29.57 29.73 29.28 29.33 29.25 29.48 29.72 29.51 29.34 29.63 29.66 29.47 29.53 29.59 29.74 29.71 29.89 29.73 29.59 29.31 29.5113 5 9 TUBERIA FLEXIBLE PVC NOVAFOR 18" M 69.09 69.21 69.75 70.04 70.3 69.5 69.37 69.86 70.22 69.18 69.3 69.09 69.63 70.19 69.71 69.31 70 70.06 69.61 69.76 69.9 70.24 70.17 70.6 70.21 69.91 69.23 69.7213 5 10 Tuberia ADS Sanitaria WT 6" M 11.79 11.81 11.9 11.95 11.99 11.86 11.84 11.92 11.98 11.8 11.82 11.79 11.88 11.97 11.89 11.83 11.94 11.95 11.88 11.9 11.93 11.98 11.97 12.05 11.98 11.93 11.81 11.8913 5 11 Tuberia ADS Sanitaria WT 8" M 17.86 17.89 18.03 18.1 18.17 17.96 17.93 18.06 18.15 17.88 17.91 17.86 18 18.14 18.02 17.91 18.09 18.11 17.99 18.03 18.07 18.15 18.14 18.25 18.15 18.07 17.89 18.0213 5 12 Tuberia ADS Sanitaria WT 10" M 40.18 40.26 40.57 40.73 40.89 40.42 40.35 40.63 40.84 40.24 40.31 40.18 40.5 40.82 40.55 40.31 40.71 40.75 40.49 40.57 40.65 40.85 40.81 41.06 40.83 40.66 40.27 40.5513 5 13 Tuberia ADS Sanitaria WT 12" M 40.31 40.38 40.7 40.86 41.02 40.55 40.47 40.76 40.97 40.36 40.43 40.31 40.62 40.95 40.67 40.44 40.84 40.88 40.61 40.7 40.78 40.98 40.94 41.19 40.96 40.79 40.39 40.6813 5 14 Tuberia ADS Sanitaria WT 15" M 57.2 57.3 57.75 57.98 58.21 57.54 57.43 57.84 58.14 57.27 57.38 57.2 57.65 58.11 57.71 57.38 57.95 58.01 57.63 57.75 57.87 58.15 58.09 58.45 58.13 57.88 57.32 57.7213 5 15 Tuberia ric lob (200 mm) 8" M 11.02 11.04 11.13 11.17 11.22 11.09 11.07 11.14 11.2 11.04 11.06 11.02 11.11 11.2 11.12 11.06 11.17 11.18 11.1 11.13 11.15 11.21 11.19 11.26 11.2 11.15 11.04 11.1213 5 16 Tuberia ric lob (250 mm) 12" M 13.22 13.25 13.35 13.4 13.46 13.3 13.28 13.37 13.44 13.24 13.26 13.22 13.33 13.43 13.34 13.27 13.4 13.41 13.32 13.35 13.38 13.44 13.43 13.51 13.44 13.38 13.25 13.3413 5 17 Tuberia ric lob (300 mm) 12" M 22.52 22.56 22.74 22.83 22.92 22.65 22.61 22.77 22.89 22.55 22.59 22.52 22.7 22.88 22.72 22.59 22.82 22.84 22.69 22.74 22.78 22.9 22.87 23.01 22.88 22.79 22.57 22.7213 5 18 Tuberia ric lob (450 mm) 18" M 28.75 28.8 29.03 29.15 29.26 28.92 28.87 29.07 29.22 28.79 28.84 28.75 28.98 29.21 29.01 28.85 29.13 29.16 28.97 29.03 29.09 29.23 29.2 29.38 29.22 29.1 28.81 29.0113 5 19 Suministro e instalación de tubería pvc estructurada Novafor ø 24 pulgadas M 52.92 53.02 53.43 53.65 53.85 53.23 53.14 53.52 53.79 52.99 53.09 52.92 53.34 53.76 53.4 53.09 53.62 53.67 53.32 53.44 53.54 53.81 53.75 54.08 53.78 53.55 53.03 53.413 5 20 Tubería aérea de HoFo de Ø=14" junta mecánica y con revestimiento de asbesto cemento incluye accesorios M 290.66 291.18 293.45 294.64 295.78 292.37 291.85 293.92 295.43 291.04 291.56 290.66 292.93 295.28 293.28 291.59 294.5 294.76 292.84 293.48 294.06 295.51 295.19 297.03 295.37 294.12 291.27 293.3113 6 1 Cono de pozo diam. interior 1.10 mts. c/ tapadera metalica U 404.58 405.3 408.45 410.12 411.69 406.95 406.25 409.11 411.2 405.1 405.82 404.58 407.73 411 408.21 405.87 409.92 410.3 407.61 408.51 409.32 411.35 410.88 413.45 411.14 409.4 405.41 408.2813 6 2 Cilindro de pozo diametro interior 1.10 mts. H= 1.0 mts. M 183.05 183.36 184.82 185.57 186.26 184.13 183.81 185.11 186.03 183.29 183.6 183.05 184.47 185.96 184.7 183.63 185.46 185.64 184.42 184.83 185.18 186.12 185.9 187.06 186.01 185.23 183.41 184.7113 6 3 Fondo de pozo diametro 2.0 mts. U 163.65 163.95 165.23 165.89 166.54 164.62 164.32 165.48 166.34 163.87 164.16 163.65 164.93 166.26 165.13 164.17 165.81 165.96 164.88 165.24 165.57 166.39 166.21 167.24 166.31 165.6 164 165.1413 6 4 Caja de 0.30X0.30X0.30 m(med internas); Rep y afinado con tapadera de concreto; inc excavación U 36.24 36.3 36.58 36.73 36.87 36.45 36.38 36.64 36.83 36.28 36.35 36.24 36.52 36.81 36.56 36.35 36.71 36.74 36.51 36.59 36.66 36.84 36.8 37.03 36.82 36.67 36.31 36.5713 6 5 Caja de 35 X 35 X 35 cms. repellada y afinada con tapadera de concreto U 52.21 52.3 52.71 52.93 53.13 52.52 52.42 52.8 53.07 52.28 52.37 52.21 52.62 53.04 52.68 52.38 52.9 52.95 52.6 52.72 52.82 53.08 53.02 53.36 53.06 52.83 52.32 52.6913 6 6 Caja 0.40X0.40X0.40 m(med internas) Rep y afinado con tapadera de concreto inc excavación U 49.56 49.64 50.03 50.23 50.43 49.85 49.76 50.11 50.37 49.62 49.71 49.56 49.95 50.35 50 49.71 50.21 50.25 49.93 50.04 50.14 50.39 50.33 50.64 50.36 50.15 49.66 50.0113 6 7 Caja 50 X 50 X 50 cms. repellada y afinada con tapadera de concreto U 76.43 76.56 77.16 77.48 77.77 76.88 76.74 77.29 77.68 76.53 76.66 76.43 77.03 77.65 77.12 76.68 77.44 77.51 77.01 77.17 77.32 77.71 77.62 78.11 77.67 77.34 76.59 77.1313 6 8 Caja 1.0X1.0X1.0 m (med internas); Rep y afinado.con tapadera de concreto;Inc excavación U 198.34 198.69 200.25 201.05 201.84 199.52 199.14 200.56 201.6 198.59 198.94 198.34 199.9 201.51 200.14 198.97 200.95 201.13 199.84 200.26 200.65 201.66 201.44 202.69 201.57 200.7 198.75 200.1513 6 9 Caja 0.75X0.75x1.0 m (med internas) c/parrilla Ho de 1/2" @0.10 m y L1½X3/16; inc excav rep y afinado U 170.95 171.24 172.59 173.28 173.96 171.96 171.64 172.86 173.75 171.16 171.46 170.95 172.29 173.67 172.49 171.49 173.2 173.35 172.23 172.6 172.94 173.81 173.62 174.69 173.72 172.98 171.3 172.5113 6 10 Caja domiciliar sencilla 40x40x60 cms. repellada con tapadera de concreto U 60.73 60.84 61.31 61.56 61.8 61.09 60.98 61.41 61.73 60.81 60.91 60.73 61.21 61.7 61.28 60.93 61.53 61.59 61.19 61.32 61.44 61.75 61.68 62.06 61.72 61.46 60.86 61.2813 6 11 Caja sosten M 57.74 57.84 58.27 58.49 58.7 58.06 57.97 58.35 58.63 57.81 57.91 57.74 58.17 58.61 58.24 57.92 58.46 58.51 58.15 58.27 58.38 58.65 58.59 58.94 58.63 58.39 57.86 58.2413 6 12 CONO PREFABRICADO H=1.20CM. C/u 395.51 396.22 399.3 400.92 402.47 397.84 397.13 399.93 401.99 396.02 396.73 395.51 398.59 401.8 399.07 396.77 400.73 401.08 398.47 399.34 400.13 402.11 401.68 404.17 401.91 400.21 396.34 399.113 6 13 Cono de pozo diametro interior 1.10 mts. con tapadera de concreto. C/u 234.18 234.6 236.42 237.39 238.29 235.55 235.16 236.81 238.01 234.48 234.9 234.18 236 237.89 236.28 234.93 237.27 237.5 235.94 236.46 236.93 238.1 237.83 239.32 237.99 236.98 234.66 236.3313 6 14 Caja recolectora de 1.25X1.25X1.25 mts. c/tapa C/u 485.02 485.85 489.6 491.55 493.38 487.83 486.97 490.35 492.8 485.63 486.46 485.02 488.72 492.58 489.3 486.53 491.29 491.72 488.58 489.64 490.57 492.99 492.44 495.43 492.72 490.67 485.99 489.3413 6 15 Caja recolectora 1.25X1.25X2.0 mts.c/tapadera C/u 650.52 651.64 656.66 659.26 661.72 654.28 653.14 657.67 660.95 651.34 652.45 650.52 655.49 660.65 656.26 652.55 658.93 659.51 655.3 656.71 657.96 661.19 660.46 664.48 660.86 658.11 651.82 656.3113 6 16 Caja sifon 60x 80 x 60 cms. C/u 159.95 160.23 161.49 162.14 162.76 160.89 160.6 161.74 162.57 160.15 160.43 159.95 161.2 162.49 161.39 160.46 162.06 162.2 161.15 161.5 161.81 162.63 162.45 163.45 162.54 161.85 160.28 161.4

13 6 17 Caja domiciliar doble 40x60x60 cms. repellada c/tapadera de concreto C/u 77.54 77.67 78.28 78.6 78.9 78 77.86 78.41 78.81 77.64 77.77 77.54 78.15 78.77 78.24 77.79 78.56 78.63 78.12 78.29 78.44 78.83 78.75 79.24 78.8 78.46 77.7 78.2513 6 20 Sum y colocación de cono y extensión de polietileno para pozo de visita D=1.00mts inc tapa met C/u 476.61 477.45 481.18 483.12 484.98 479.44 478.54 481.94 484.42 477.22 478.1 476.61 480.32 484.19 480.93 478.13 482.88 483.29 480.17 481.22 482.14 484.55 484.04 487.02 484.33 482.24 477.6 480.9513 6 23 Pozo de absorción D=1M H=2M c/ filtro de grava gruesa y fina U 409.94 410.66 413.81 415.47 417.03 412.3 411.62 414.47 416.54 410.45 411.17 409.94 413.08 416.34 413.57 411.23 415.27 415.66 412.97 413.87 414.67 416.7 416.23 418.8 416.5 414.76 410.76 413.6313 6 28 Caja de 40X40X55 cms. base de concreto repellado y afinado. C/u 62.62 62.73 63.23 63.48 63.73 62.99 62.88 63.33 63.65 62.7 62.81 62.62 63.12 63.62 63.19 62.83 63.45 63.51 63.09 63.23 63.36 63.67 63.6 64 63.64 63.37 62.76 63.213 6 29 Caja de 50X50X40 CM. base de concreto repellado y afinado C/u 62.59 62.7 63.19 63.45 63.69 62.96 62.85 63.29 63.62 62.67 62.78 62.59 63.08 63.59 63.16 62.79 63.42 63.47 63.06 63.2 63.32 63.64 63.57 63.96 63.61 63.34 62.72 63.1613 6 30 Caja de 50X50X60 cms. base de concreto repellada y afinada C/u 75.07 75.21 75.79 76.1 76.39 75.52 75.38 75.92 76.3 75.17 75.3 75.07 75.66 76.27 75.75 75.32 76.07 76.13 75.64 75.8 75.95 76.33 76.24 76.72 76.29 75.97 75.23 75.7613 6 31 Caja de 50X50X65 cms.basedeconcreto repellada y afinada. C/u 77.59 77.72 78.33 78.65 78.95 78.04 77.9 78.46 78.86 77.68 77.82 77.59 78.19 78.82 78.29 77.84 78.61 78.68 78.17 78.34 78.49 78.88 78.79 79.29 78.85 78.51 77.75 78.2913 6 32 Caja de 50X50X75 cms.base de concreto repello y afinado C/u 86.69 86.84 87.52 87.88 88.22 87.2 87.05 87.66 88.11 86.8 86.95 86.69 87.37 88.07 87.48 86.97 87.84 87.91 87.34 87.53 87.7 88.14 88.04 88.59 88.1 87.73 86.87 87.4813 6 33 Caja de 50X50X90 cms. basede concreto repellado y afinado. C/u 98.74 98.91 99.69 100.09 100.48 99.32 99.15 99.85 100.36 98.87 99.04 98.74 99.52 100.31 99.63 99.06 100.05 100.13 99.48 99.69 99.89 100.39 100.28 100.91 100.34 99.92 98.95 99.6413 6 34 Caja de 35X35X40 cms. basede concreto repellado y afinado. C/u 52.22 52.31 52.72 52.93 53.14 52.53 52.43 52.8 53.07 52.28 52.38 52.22 52.63 53.05 52.69 52.39 52.91 52.95 52.61 52.72 52.83 53.09 53.03 53.36 53.07 52.84 52.33 52.6913 6 35 Caja de 40X40X50 cms. base de concreto repellado y afinado. C/u 56.82 56.92 57.36 57.6 57.82 57.15 57.05 57.45 57.75 56.89 56.99 56.82 57.26 57.72 57.33 57 57.57 57.62 57.24 57.37 57.48 57.77 57.7 58.06 57.74 57.5 56.94 57.3413 6 36 Caja de 3.0 X 0.40X 0.50 repellada y afinada con tapadera de concreto. C/u 336.61 337.19 339.8 341.16 342.44 338.57 337.97 340.33 342.04 337.04 337.62 336.61 339.2 341.89 339.6 337.67 340.98 341.29 339.1 339.83 340.48 342.17 341.79 343.87 341.99 340.55 337.29 339.6313 6 37 Caja de 3.0 X 0.40 X 0.30 mts. C/u 281.83 282.32 284.51 285.65 286.73 283.48 282.97 284.95 286.39 282.19 282.68 281.83 284 286.26 284.34 282.72 285.5 285.75 283.92 284.53 285.08 286.49 286.18 287.92 286.34 285.14 282.41 284.3613 6 38 Caja de 2.0 X 0.4 X 0.30 mts. C/u 199.83 200.18 201.73 202.54 203.3 201 200.64 202.04 203.07 200.09 200.43 199.83 201.37 202.97 201.61 200.46 202.43 202.61 201.31 201.75 202.14 203.13 202.91 204.15 203.03 202.18 200.24 201.6313 6 39 Caja de 0.80X0.80X1.10 mts. C/u 267.91 268.38 270.48 271.58 272.62 269.49 269 270.91 272.3 268.25 268.72 267.91 270.01 272.17 270.33 268.77 271.45 271.68 269.92 270.5 271.04 272.39 272.09 273.78 272.26 271.1 268.47 270.3513 6 40 Caja de 0.8X0.8X1.05 mts. repellada y afinada con tapadera de concreto. C/u 261.31 261.77 263.82 264.88 265.91 262.85 262.38 264.23 265.59 261.64 262.1 261.31 263.36 265.47 263.67 262.14 264.76 264.99 263.27 263.84 264.36 265.68 265.38 267.04 265.55 264.42 261.85 263.6913 6 41 Caja de 0.8X0.8X0.85 mts. repellada y afinada con tapadera de concreto. C/u 240.52 240.94 242.83 243.81 244.75 241.94 241.5 243.21 244.46 240.82 241.25 240.52 242.4 244.34 242.69 241.29 243.69 243.9 242.32 242.85 243.33 244.54 244.27 245.79 244.42 243.38 241.02 242.7113 6 42 Caja de 1.0X 1.0X1.15 mts. repellado y afinado con tapaderade concreto. C/u 320.77 321.33 323.85 325.16 326.41 322.66 322.08 324.36 326.03 321.18 321.74 320.77 323.28 325.87 323.66 321.8 325 325.29 323.18 323.87 324.51 326.13 325.77 327.8 325.97 324.59 321.44 323.6913 6 43 Caja de 1.0X1.0X1.50 mts. repellada y afinada con tapadera de concreto C/u 356.25 356.86 359.6 361.03 362.39 358.32 357.68 360.16 361.98 356.7 357.31 356.25 358.99 361.81 359.41 357.37 360.86 361.17 358.88 359.63 360.33 362.09 361.69 363.91 361.92 360.41 356.98 359.4413 6 44 Caja de 2.0X0.40X1.0 mts. repellada y afinada con tapadera de concreto C/u 327.81 328.38 330.9 332.22 333.48 329.72 329.13 331.42 333.09 328.23 328.79 327.81 330.34 332.94 330.72 328.85 332.06 332.35 330.23 330.93 331.57 333.2 332.83 334.87 333.04 331.65 328.49 330.7513 6 45 Caja de 0.4X0.4X1.2 mts. repellado C/u 141.66 141.91 143.02 143.61 144.16 142.5 142.25 143.25 143.98 141.85 142.09 141.66 142.78 143.92 142.95 142.12 143.54 143.66 142.73 143.03 143.32 144.03 143.87 144.78 143.97 143.36 141.96 142.9613 6 46 Caja de proteccion de tuberia 30X30 base y paredes de manposteria c/tapadera concreto M 45.82 45.9 46.26 46.44 46.62 46.09 46 46.33 46.57 45.88 45.96 45.82 46.18 46.54 46.23 45.96 46.42 46.46 46.16 46.26 46.35 46.58 46.53 46.82 46.56 46.36 45.91 46.2313 6 47 CAJA DE VISITA 60X60X60 MAMPOSTERIA DE PIEDRA C/ TAPA DE CONCRETO U 110.01 110.22 111.06 111.53 111.93 110.66 110.45 111.23 111.8 110.15 110.34 110.01 110.87 111.76 111 110.35 111.45 111.55 110.83 111.07 111.29 111.84 111.72 112.43 111.79 111.3 110.23 111.0213 6 49 Trampa de grasa 0.90x0.90x0.90 con ladrillo de obra repellada y pulida U 111.91 112.08 112.99 113.42 113.9 112.58 112.29 113.19 113.75 112.01 112.2 111.91 112.77 113.72 112.84 112.25 113.35 113.47 112.76 112.99 113.22 113.82 113.68 114.34 113.72 113.22 112.08 112.8413 6 50 Caja de descarga 0.6x0.6x0.65 manposteria de piedra c/tapadera de concreto C/u 56.56 56.66 57.1 57.33 57.55 56.89 56.79 57.19 57.49 56.63 56.73 56.56 57 57.46 57.07 56.74 57.3 57.36 56.98 57.11 57.22 57.5 57.44 57.8 57.47 57.23 56.68 57.0713 6 52 CAJA DE 0.60X0.60X0.80 m; CON BASE DE CONCRETO REPELLADA Y AFINADA CON TAPADERA DE CONCRETO C/u 174.49 174.79 176.16 176.87 177.56 175.52 175.19 176.44 177.35 174.71 175.01 174.49 175.85 177.27 176.06 175.04 176.78 176.94 175.8 176.18 176.52 177.41 177.21 178.31 177.32 176.56 174.85 176.0813 6 53 CAJA DE 0.80X0.80X1.10 m; CON BASE DE CONCRETO REPELLADA Y AFINADA CON TAPADERA DE CONCRETO C/u 176.52 176.83 178.22 178.93 179.63 177.57 177.23 178.5 179.42 176.74 177.05 176.52 177.91 179.34 178.12 177.08 178.85 179 177.85 178.23 178.58 179.48 179.28 180.39 179.39 178.62 176.88 178.1313 6 54 CAJA DE 1.0 X 1.0 X 1.30 m; CON BASE DE CONCRETO REPELLADA Y AFINADA CON TAPADERA DE CONCRETO C/u 269.92 270.39 272.51 273.6 274.67 271.53 271.01 272.94 274.35 270.26 270.73 269.92 272.04 274.23 272.36 270.78 273.47 273.71 271.96 272.53 273.07 274.44 274.14 275.83 274.31 273.13 270.47 272.3813 6 55 CAJA DE 0.50X0.50X0.75 cm CON BASE DE CONCRETO REPELLADA Y AFINADA CON TAPADERA DE CONCRETO C/u 94.97 95.13 95.88 96.26 96.64 95.53 95.35 96.03 96.53 95.09 95.25 94.97 95.71 96.48 95.83 95.27 96.22 96.3 95.68 95.89 96.07 96.56 96.45 97.05 96.51 96.1 95.16 95.8313 6 56 CAJA DE 0.50X0.50X0.70 cms CON BASE DE CONCRETO REPELLADA Y AFINADA CON TAPADERA DE CONCRETO C/u 94.71 94.87 95.62 96 96.38 95.27 95.09 95.77 96.26 94.83 94.99 94.71 95.45 96.22 95.56 95.01 95.96 96.04 95.42 95.62 95.81 96.29 96.19 96.78 96.25 95.83 94.9 95.5713 6 57 CAJA DE 0.50X0.50X0.50 cm CON BASE DE CONCRETO REPELLADA Y AFINADA CON TAPADERA DE CONCRETO C/u 87.58 87.73 88.42 88.78 89.12 88.1 87.94 88.56 89.02 87.69 87.85 87.58 88.27 88.98 88.37 87.86 88.73 88.81 88.24 88.43 88.6 89.05 88.95 89.5 89.01 88.62 87.76 88.3813 6 58 CAJA DE CONCRETO 0.40X0.40X0.40 m CON BASE DE CONCRETO REPELLADA Y AFINADA CON TAPADERA DE CONCRET C/u 52.78 52.87 53.28 53.5 53.71 53.09 52.99 53.37 53.64 52.85 52.94 52.78 53.19 53.62 53.26 52.95 53.47 53.52 53.18 53.29 53.39 53.66 53.6 53.93 53.64 53.41 52.89 53.2613 6 59 CAJA PARA TRAMPA DE GRASA 1.0X1.0X1.70 m C/u 380.47 381.13 384.12 385.66 387.17 382.73 382.01 384.72 386.71 380.95 381.61 380.47 383.46 386.53 383.91 381.68 385.48 385.81 383.33 384.15 384.9 386.83 386.41 388.8 386.65 385 381.25 383.9413 6 60 TRAMPA DE GRASA PREFABRICADA DE 1.50X18" NOVAFORT C/u 351.05 351.68 354.42 355.86 357.23 353.12 352.49 354.98 356.81 351.5 352.14 351.05 353.79 356.63 354.21 352.17 355.68 356 353.68 354.45 355.16 356.91 356.52 358.74 356.74 355.23 351.79 354.2413 6 61 CAJA TRAGANTE DE 0.40X0.95X3.0 m CON BASE DE CONCRETO REPELLADA Y AFINADA C/u 238.49 238.91 240.78 241.74 242.7 239.92 239.45 241.16 242.42 238.79 239.21 238.49 240.37 242.31 240.65 239.24 241.62 241.83 240.29 240.8 241.27 242.49 242.23 243.71 242.38 241.32 238.98 240.6713 6 63 SISTEMA TRAMPA DE GRASA 0.90X0.90X0.90 M Y POZO ABSORCIÓN ø=1 m; h=2 m C/FILTRO DE GRAVA GRUESA Y F C/u 558.59 559.51 563.87 566.1 568.3 561.85 560.81 564.78 567.6 559.25 560.22 558.59 562.87 567.37 563.48 560.33 565.85 566.36 562.77 563.94 565.07 567.84 567.2 570.67 567.52 565.15 559.63 563.5513 6 65 Caja 30x30x45 cms. repellada y afinada con tapadera de concreto C/u 22.82 22.86 23.05 23.13 23.22 22.96 22.9 23.08 23.19 22.85 22.88 22.82 23.01 23.19 23.02 22.89 23.11 23.14 22.99 23.05 23.09 23.2 23.18 23.31 23.19 23.09 22.86 23.0213 6 66 Caja 30x30x55 cms. repellada y afinada con tapadera de concreto C/u 42.09 42.16 42.47 42.63 42.79 42.32 42.25 42.53 42.74 42.14 42.21 42.09 42.4 42.72 42.45 42.21 42.62 42.65 42.39 42.47 42.55 42.76 42.71 42.96 42.74 42.56 42.17 42.4513 6 67 Caja 30x30x75 cms. repellada y afinada con tapadera de concreto C/u 46.11 46.19 46.54 46.72 46.89 46.37 46.29 46.61 46.84 46.17 46.25 46.11 46.46 46.81 46.51 46.25 46.7 46.74 46.44 46.54 46.63 46.85 46.8 47.08 46.83 46.64 46.21 46.5213 6 68 caja 30x30x65 cms repellada y afinada con tapadera de concreto C/u 44.49 44.56 44.89 45.07 45.23 44.74 44.66 44.96 45.18 44.54 44.61 44.49 44.82 45.16 44.87 44.62 45.05 45.08 44.8 44.9 44.98 45.19 45.15 45.42 45.17 44.99 44.57 44.8713 6 69 caja 30x30x85 cms repellada y afinada con tapadera de concreto C/u 47.51 47.59 47.95 48.13 48.31 47.78 47.7 48.02 48.25 47.57 47.65 47.51 47.87 48.23 47.92 47.66 48.11 48.15 47.85 47.95 48.04 48.27 48.22 48.51 48.25 48.05 47.6 47.9213 6 70 caja 30x30x95 cms repellada y afinada con tapadera de concreto C/u 51.72 51.8 52.17 52.36 52.54 51.99 51.91 52.24 52.48 51.78 51.86 51.72 52.08 52.46 52.14 51.87 52.33 52.38 52.07 52.17 52.26 52.5 52.44 52.74 52.47 52.27 51.81 52.1413 6 71 caja 30x30x105 cms repellada y afinada con tapadera de concreto C/u 49.96 50.05 50.42 50.62 50.81 50.25 50.16 50.5 50.75 50.03 50.11 49.96 50.34 50.73 50.4 50.12 50.6 50.64 50.32 50.43 50.52 50.77 50.71 51.02 50.74 50.54 50.06 50.413 6 72 caja de 30x30x115 cms repellada y afinada con tapadera de concreto C/u 51.26 51.34 51.73 51.93 52.12 51.55 51.46 51.81 52.06 51.32 51.41 51.26 51.64 52.04 51.7 51.42 51.91 51.95 51.63 51.73 51.83 52.08 52.03 52.34 52.06 51.85 51.36 51.7113 6 73 Caja de 20x20x30 ladrillo de barro repellada y afinada con tapadera de concreto C/u 17.37 17.4 17.5 17.58 17.63 17.46 17.44 17.55 17.62 17.39 17.42 17.37 17.48 17.61 17.5 17.42 17.57 17.59 17.48 17.51 17.55 17.62 17.61 17.7 17.62 17.55 17.41 17.513 6 74 Caja de 0.30x0.30x0.30m forjada con ladrillo de obra; base enpedrado fraguado tapadera de concreto y zaranda; incluye exc C/u 26.69 26.73 26.94 27.04 27.17 26.85 26.8 26.97 27.14 26.72 26.77 26.69 26.88 27.11 26.92 26.77 27.03 27.05 26.88 26.95 26.99 27.15 27.1 27.29 27.14 26.99 26.75 26.9213 6 75 Caja 0.40x0.60x1.0 m forjada con bloque de concreto; repellada y afinada; incluye tapadera de concreto y bomba manual C/u 83 83.14 83.79 84.08 84.45 83.49 83.32 83.91 84.37 83.09 83.25 83 83.63 84.32 83.75 83.26 84.07 84.13 83.6 83.8 83.95 84.38 84.3 84.82 84.36 83.96 83.16 83.7513 7 1 Caja 1X1X0.50 mts.c/tapadera de lam. p/desechos inorganicos U 326.62 327.15 329.53 330.78 331.96 328.41 327.86 330.02 331.6 327.01 327.54 326.62 329 331.45 329.37 327.6 330.63 330.9 328.9 329.56 330.17 331.69 331.35 333.28 331.55 330.24 327.25 329.3913 7 2 Caja 1X1X.50 mts. c/tapadera lam. p/ desechos organicos U 281.03 281.48 283.5 284.56 285.56 282.55 282.08 283.91 285.25 281.36 281.81 281.03 283.05 285.13 283.36 281.85 284.43 284.66 282.96 283.52 284.04 285.34 285.05 286.68 285.21 284.1 281.56 283.3813 7 3 Trampa de grasa 0.8X08X1.22 mts. C/u 276.57 277.06 279.22 280.35 281.43 278.2 277.7 279.66 281.1 276.92 277.41 276.57 278.74 280.97 279.07 277.45 280.22 280.46 278.65 279.25 279.8 281.19 280.88 282.63 281.06 279.86 277.15 279.0913 7 4 FOSA SEPTICA AMANCO 2.1 M3 Sg. 308.33 308.88 311.29 312.55 313.76 310.15 309.59 311.78 313.39 308.73 309.28 308.33 310.73 313.23 311.1 309.32 312.4 312.68 310.64 311.32 311.94 313.48 313.14 315.08 313.32 312 308.98 311.1413 7 5 LIMPIEZA DE FOSA SEPTICA POR SUCCION M3 50 50.09 50.48 50.69 50.88 50.3 50.21 50.56 50.82 50.07 50.16 50 50.39 50.8 50.45 50.16 50.66 50.71 50.38 50.49 50.59 50.84 50.78 51.1 50.81 50.6 50.11 50.4613 7 6 TANQUE FOSA SEPTICA PREFABRICADA (PLASTICO) DE 1100 LT U 202.93 203.3 204.88 205.71 206.5 204.13 203.76 205.2 206.26 203.19 203.56 202.93 204.51 206.16 204.76 203.58 205.61 205.79 204.45 204.9 205.3 206.32 206.1 207.37 206.22 205.34 203.36 204.7813 7 7 Canaleta de 0.80 x 0.60 mts on bloque de 10 cm bade de concreto fc=180kg/cm2 (b=1x e=0.10) R.yA M 50.47 50.56 50.95 51.16 51.36 50.77 50.67 51.03 51.3 50.53 50.62 50.47 50.86 51.27 50.92 50.63 51.13 51.18 50.85 50.96 51.06 51.31 51.26 51.57 51.29 51.07 50.57 50.9313 7 8 Gradas dicipadoras fundacion de 0.10x 1.00 mts. 2# 10 cms paredes de bloque de 10 cm ref #3@60 R.A M 62.88 62.99 63.48 63.73 63.97 63.25 63.13 63.58 63.9 62.96 63.07 62.88 63.37 63.87 63.44 63.08 63.7 63.75 63.35 63.48 63.6 63.92 63.85 64.24 63.89 63.62 63.01 63.4513 7 10 trampa de grasa de 1.2 x 0.8 x 1.2 incluye tapadera C/u 182.81 183.15 184.58 185.28 186.02 183.86 183.58 184.83 185.82 183.05 183.35 182.81 184.24 185.69 184.48 183.39 185.21 185.4 184.19 184.58 184.97 185.87 185.64 186.81 185.74 184.98 183.2 184.4813 7 11 Zanja de Absorcion L=5.0 mts. (con material existente) Sg. 53.5 53.6 54.02 54.23 54.45 53.82 53.72 54.1 54.38 53.57 53.66 53.5 53.92 54.36 53.98 53.67 54.21 54.25 53.91 54.02 54.13 54.4 54.34 54.67 54.37 54.14 53.61 53.9913 7 12 Zanja de absorcion L=8.0 Mts. (con material granular) Sg. 150.03 150.3 151.47 152.08 152.67 150.92 150.64 151.71 152.49 150.22 150.49 150.03 151.2 152.42 151.38 150.51 152.01 152.14 151.16 151.49 151.78 152.54 152.37 153.31 152.46 151.81 150.34 151.413 7 13 SUMINISTRO E INSTALACION DE POLIDUCTO Í 1" PARA CAJA DE DESCARGA DE LETRINA ABONERA M 1.64 1.65 1.66 1.67 1.67 1.65 1.65 1.66 1.67 1.64 1.65 1.64 1.66 1.67 1.66 1.65 1.66 1.67 1.66 1.66 1.66 1.67 1.67 1.68 1.67 1.66 1.65 1.6613 7 14 Zanja de infiltracion c/tuberia Í 3" H= 0.6 mts. ancho=0.60m con material granular Inc exc y rellen M 20.29 20.32 20.46 20.55 20.62 20.39 20.35 20.49 20.6 20.3 20.35 20.29 20.42 20.6 20.46 20.35 20.54 20.55 20.42 20.46 20.5 20.6 20.58 20.7 20.6 20.5 20.33 20.4613 7 15 Zanja de infiltracion H= 0.60 mts. con material del lugar M 19.42 19.45 19.59 19.66 19.73 19.52 19.49 19.61 19.71 19.44 19.47 19.42 19.55 19.7 19.57 19.47 19.65 19.66 19.55 19.59 19.62 19.71 19.69 19.8 19.7 19.63 19.45 19.5813 7 16 Puerta para recamara de letrina abonera C/u 9.66 9.67 9.75 9.78 9.84 9.72 9.69 9.76 9.83 9.67 9.68 9.66 9.74 9.82 9.75 9.68 9.78 9.78 9.74 9.75 9.77 9.83 9.82 9.89 9.82 9.77 9.67 9.7513 7 17 Bastidor metalico de ang. y cedazo para tranpas de grasa C/u 15.92 15.95 16.07 16.14 16.2 16.02 15.99 16.1 16.18 15.94 15.97 15.92 16.05 16.18 16.07 15.97 16.13 16.15 16.04 16.08 16.11 16.19 16.17 16.27 16.18 16.11 15.96 16.0713 7 18 Tapadera Concreto f´c=210 3#2+ 1#4+ #2@15cm U 48.62 48.71 49.07 49.27 49.45 48.88 48.8 49.17 49.41 48.68 48.76 48.62 49.01 49.4 49.06 48.77 49.23 49.29 48.99 49.08 49.17 49.42 49.39 49.68 49.41 49.18 48.72 49.0713 7 19 GRADAS DE LADRILLO DE BARRO PARA MODULO DE LETRINA ABONERA Sg. 38.2 38.27 38.57 38.73 38.87 38.43 38.36 38.63 38.83 38.25 38.32 38.2 38.5 38.81 38.55 38.33 38.71 38.74 38.49 38.57 38.65 38.84 38.79 39.04 38.82 38.66 38.28 38.5513 7 20 FILTRO DE GRAVA PARA ZANJA DE INFILTRACION M3 42.19 42.27 42.57 42.73 42.89 42.42 42.36 42.64 42.84 42.24 42.32 42.19 42.5 42.82 42.55 42.32 42.71 42.75 42.48 42.57 42.65 42.85 42.8 43.06 42.83 42.66 42.28 42.5513 7 21 Trampa de grasa prefabricada de polietileno con capacidad de 70 Lts (Incl broquel ladrillo de obra) C/u 85.37 85.51 86.16 86.5 86.82 85.85 85.71 86.3 86.73 85.47 85.62 85.37 86.02 86.7 86.12 85.63 86.46 86.56 85.99 86.17 86.34 86.76 86.67 87.19 86.72 86.37 85.55 86.1213 7 22 Zanja de infiltracion c/tub Í 3" H= 0.6 mts. ancho=1.0 m con material granular Inc excavación M 32.62 32.67 32.94 33.06 33.18 32.8 32.74 32.98 33.14 32.65 32.71 32.62 32.86 33.13 32.91 32.71 33.04 33.07 32.85 32.94 32.99 33.16 33.12 33.32 33.14 32.99 32.68 32.9113 7 23 Suministro e instalación de fosa séptica prefabricada (Capacidad=1.20m3) C/u 252.35 252.81 254.78 255.81 256.8 253.84 253.39 255.18 256.49 252.68 253.14 252.35 254.32 256.37 254.62 253.16 255.69 255.91 254.25 254.8 255.31 256.57 256.29 257.88 256.44 255.36 252.88 254.6513 7 24 Zanja de infiltración de 1.70x1.50x6.0 paredes y fondo c/concreto e=0.10m c/r #3@0.15AS tapa conc C/u 2210.94 2214.89 2232.03 2241.17 2249.81 2223.94 2219.88 2235.7 2247.16 2213.66 2217.77 2210.94 2228.19 2246.09 2230.83 2217.97 2239.96 2241.96 2227.44 2232.33 2236.62 2247.74 2245.37 2259.25 2246.74 2236.94 2215.55 2231.0613 7 25 Trampa de grasa 0.60x0.60x0.90 con ladrillo de obra repellada y pulida tapadera de concreto C/u 122.14 122.29 123.32 123.8 124.34 122.86 122.57 123.52 124.19 122.25 122.47 122.14 123.09 124.15 123.2 122.49 123.72 123.85 123.09 123.32 123.56 124.23 124.12 124.78 124.16 123.56 122.34 123.213 7 26 Biojardinera 0.82x2.46x0.80 c/pared bloque 10 base SC 20:1 e=0.175 c/caja recolectora 0.50x0.50x0.50 C/u 248.62 249.08 251.07 252.04 253.01 250.17 249.69 251.41 252.81 248.92 249.46 248.62 250.61 252.63 250.9 249.48 251.89 252.15 250.55 251.07 251.55 252.87 252.43 254.04 252.72 251.56 249.12 250.9113 7 27 Zanja de infiltación 2x0.40 con doble tubería de 3" caja distribuidora de caudal 0.3x0.3x0.3; AECID M 37.16 37.21 37.5 37.68 37.83 37.37 37.32 37.58 37.79 37.2 37.26 37.16 37.43 37.76 37.49 37.27 37.66 37.7 37.42 37.5 37.59 37.8 37.75 37.99 37.78 37.59 37.22 37.4913 7 28 Barril de plástico de 55Gal para captar aguas post-tratamiento (inc sum/inst de accesorios de 3") U 77.86 78 78.6 78.92 79.23 78.31 78.18 78.72 79.15 77.96 78.1 77.86 78.47 79.1 78.56 78.11 78.88 78.95 78.44 78.61 78.75 79.16 79.08 79.57 79.13 78.77 78.01 78.5713 7 29 Trampa de grasa de 0.80x0.40x0.70 (medidas internas) c/ladrillo de obra p/lazo tapa y fondo de conc C/u 130.6 130.81 131.79 132.32 132.88 131.3 131.03 131.98 132.73 130.76 130.93 130.6 131.6 132.69 131.67 130.96 132.23 132.4 131.57 131.79 132.12 132.75 132.62 133.37 132.7 132.14 130.81 131.6913 7 30 Biojardinera 1.0x2.0x0.50 c/ geomembrana HDPE (1.0mm) base 5cms concreto f'c=210Kg/cm2 (No inc exc) C/u 145.81 146.08 147.21 147.79 148.35 146.66 146.41 147.45 148.2 146 146.27 145.81 146.95 148.15 147.11 146.27 147.72 147.86 146.88 147.23 147.5 148.25 148.09 149.01 148.16 147.51 146.12 147.1413 7 31 Fosa septica para drenaje sanitario prefabricada de polietileno con capacidad de 6000 Lts C/u 1077.08 1079.02 1087.42 1091.84 1096.04 1083.44 1081.5 1089.15 1094.75 1078.48 1080.42 1077.08 1085.48 1094.21 1086.78 1080.53 1091.3 1092.27 1085.16 1087.53 1089.69 1095.07 1093.89 1100.67 1094.53 1089.9 1079.34 1086.8813 7 32 Zanja infiltración 1.50x1.0 paredes c/ladrillo de obra p/lazo (inc grava 0.40+0.60 arena y 2 PVC4") M 105.39 105.56 106.42 106.82 107.29 106.03 105.78 106.6 107.18 105.52 105.67 105.39 106.23 107.14 106.31 105.69 106.76 106.89 106.21 106.42 106.64 107.21 107.09 107.7 107.14 106.66 105.57 106.3113 7 33 TG de 0.60x0.40x0.80 (medidas internas) c/ladrillo de obra p/lazo tapa conc y emp frag ST en fond C/u 134.31 134.51 135.67 136.18 136.79 135.18 134.83 135.89 136.6 134.43 134.67 134.31 135.42 136.55 135.55 134.7 136.09 136.22 135.37 135.68 135.95 136.62 136.5 137.3 136.57 135.97 134.53 135.5613 7 34 Servicio sanitario de lavar+ducha+pila de 1 ala incluye fosa séptica prefabricada de 750L U 680.66 681.78 686.65 689.26 691.8 684.38 683.21 687.63 690.98 681.49 682.6 680.66 685.56 690.65 686.35 682.7 688.9 689.54 685.42 686.72 688.02 691.11 690.46 694.42 690.82 688.1 681.97 686.4413 7 35 Zanja de arena filtrante de Long. = 2.5 mts. ; ancho=1.5 mts. ; H=0.75 con bloque de conc. e=10 cm. C/u 240.77 241.2 243.08 244.07 245 242.19 241.75 243.47 244.72 241.08 241.51 240.77 242.65 244.6 242.94 241.54 243.95 244.16 242.58 243.11 243.59 244.79 244.52 246.05 244.67 243.64 241.27 242.9613 7 36 Zanja de arena filtrante de Long. = 3.0 mts. ; ancho=1.5 mts. ; H=0.75 con bloque de conc. e=10 cm. C/u 285.33 285.84 288.06 289.24 290.35 287.02 286.5 288.53 290.01 285.7 286.21 285.33 287.55 289.87 287.9 286.24 289.1 289.35 287.47 288.1 288.67 290.1 289.78 291.58 289.95 288.73 285.93 287.9213 7 37 Sum/inst de fosa séptica p/drenaje sanitario prefabricada de polietileno capacidad de 750 lts C/u 178.95 179.28 180.67 181.41 182.1 180.01 179.69 180.96 181.89 179.19 179.51 178.95 180.35 181.8 180.57 179.53 181.32 181.48 180.3 180.69 181.05 181.94 181.75 182.87 181.85 181.08 179.33 180.5813 7 38 Servicio sanitario de lavar+ducha incluye fosa séptica prefabricada de 750L U 599.96 600.94 605.18 607.45 609.68 603.2 602.19 606.03 608.95 600.69 601.65 599.96 604.23 608.67 604.93 601.75 607.14 607.7 604.11 605.23 606.38 609.07 608.51 611.95 608.81 606.44 601.11 60513 7 39 Filtro de 0.40x0.40x0.40 m con arena grava y piedra incl broquel de 0.40x0.40 bloque de 10 y tapa C/u 17.55 17.56 17.73 17.78 17.85 17.65 17.63 17.76 17.84 17.56 17.61 17.55 17.68 17.83 17.72 17.62 17.78 17.79 17.68 17.74 17.76 17.84 17.81 17.92 17.84 17.76 17.56 17.7213 7 40 Conexión pila existente-trampa de grasa Incluye excavación y relleno M 9.01 9.02 9.06 9.12 9.16 9.05 9.03 9.09 9.14 9.01 9.02 9.01 9.06 9.13 9.06 9.02 9.11 9.13 9.06 9.06 9.09 9.15 9.13 9.18 9.14 9.09 9.02 9.0613 7 41 Servicio sanitario de lavar+ducha+Fosa septica de 1200L (con doble recamara) U 694.12 695.26 700.25 702.92 705.5 697.93 696.75 701.24 704.67 694.96 696.12 694.12 699.13 704.33 699.93 696.23 702.57 703.18 698.98 700.3 701.66 704.81 704.12 708.16 704.5 701.75 695.46 700.0213 7 42 Servicio sanitario de lavar+ducha+Pila lavadero de 1 ala+Fosa septica de 1200L (con doble recamara) C/u 774.82 776.1 781.72 784.73 787.62 779.11 777.77 782.84 786.7 775.76 777.07 774.82 780.46 786.31 781.35 777.18 784.33 785.02 780.29 781.79 783.3 786.85 786.07 790.63 786.51 783.41 776.32 781.4613 7 43 Letrina de hoyo seco con paredes de lámina desmontables C/u 459.65 460.37 463.85 465.67 467.37 462.23 461.42 464.55 466.81 460.18 460.97 459.65 463.06 466.63 463.6 461.03 465.41 465.8 462.9 463.89 464.79 466.93 466.47 469.29 466.75 464.88 460.53 463.6213 7 44 Servicio sanitario de lavar+ducha incluye biodigestor de 1300L+caja 0.40x0.40x0.40 m; incluye terracería C/u 786.74 788.08 793.8 796.82 799.76 791.11 789.72 794.91 798.84 787.76 788.99 786.74 792.46 798.43 793.42 789.12 796.41 797.13 792.27 793.86 795.34 799.02 798.23 802.78 798.64 795.45 788.26 793.5213 7 45 Servicio sanitario de lavar+ducha+pila de 1 ala incluye biodigestor de 1300L+caja 0.40x0.40x0.40 m; incluye terracería C/u 867.44 868.92 875.27 878.63 881.88 872.29 870.74 876.51 880.87 868.56 869.94 867.44 873.79 880.41 874.84 870.07 878.17 878.97 873.58 875.35 876.98 881.06 880.18 885.25 880.65 877.11 869.12 874.9613 7 46 Barril plástico 120L para captar aguas post-tratamiento (inc sum/inst de acc de 3" y excavación) C/u 71.41 71.53 72.09 72.38 72.67 71.82 71.7 72.2 72.58 71.5 71.63 71.41 71.96 72.54 72.05 71.65 72.34 72.41 71.93 72.09 72.23 72.6 72.53 72.98 72.56 72.25 71.54 72.0613 7 47 Barril plástico 120L p/captar aguas post-tratamiento (inc sum/inst acc de 3" excav y bomba manual) C/u 74.07 74.19 74.78 75.08 75.38 74.5 74.37 74.89 75.28 74.16 74.3 74.07 74.64 75.24 74.73 74.32 75.04 75.11 74.61 74.78 74.92 75.3 75.23 75.7 75.26 74.94 74.21 74.7413 7 48 Caja de 1x0.50x0.90 con tapa de conc y losa de fundación f'c=180Kg/cm2 inc acc y filtro sanitario C/u 177.23 177.57 178.89 179.61 180.28 178.21 177.93 179.18 180.06 177.47 177.73 177.23 178.55 179.95 178.71 177.76 179.56 179.67 178.46 178.93 179.25 180.12 179.88 181.07 180 179.28 177.63 178.7113 7 49 Biodigestor de 1300L C/u 370 370.67 373.55 375.07 376.51 372.18 371.52 374.14 376.07 370.48 371.15 370 372.89 375.88 373.33 371.18 374.88 375.22 372.78 373.59 374.33 376.18 375.77 378.1 375.99 374.4 370.78 373.3713 7 50 Doble zanja de arena filtrante; ancho=3.0 m; H=1.10 con bloque de conc. e=10 cm; base SC 1:20 M 145.61 145.91 147.03 147.63 148.19 146.51 146.3 147.24 148.08 145.81 146.15 145.61 146.78 147.97 146.96 146.15 147.53 147.7 146.72 147.03 147.3 148.1 147.83 148.83 148.03 147.32 145.92 146.9613 7 52 Biojardinera 0.82x2.46x0.80 c/pared bloque 10 base SC 20:1 e=0.175M inc barril plástico 220L y exca C/u 362.97 363.6 366.43 367.99 369.38 364.99 364.41 367.03 369.02 363.44 364.05 362.97 365.64 368.88 366.22 364.06 367.83 368.21 365.54 366.44 367.16 369.09 368.71 370.97 368.97 367.22 363.69 366.2713 7 53 Biojardinera 4.60x1.00x0.70m incluye grava #2 piedra cuata plantas plastico negro tuberías y accesorios de pvc-100 psi barril d C/u 379.15 379.79 382.68 384.26 385.68 381.24 380.64 383.25 385.34 379.65 380.28 379.15 381.88 385.16 382.44 380.29 384.11 384.51 381.78 382.7 383.4 385.43 384.94 387.23 385.25 383.45 379.9 382.513 7 54 Módulo sanitario incluye conexion a servicio sanitario de lavar existente+ biodigestor de 1300L + caja 0.30x0.30x0.0 m. de filtro e C/u 522.92 523.87 527.91 530.09 532.14 525.98 525.05 528.75 531.53 523.58 524.54 522.92 526.98 531.26 527.6 524.57 529.84 530.34 526.82 527.97 529.04 531.68 531.1 534.36 531.42 529.15 524.02 527.64

13 7 55 Biojardinera con Biofiltro de 4.00 x 2.00 con Trampa de Grasas y conexión a pila existente; incluye plantas ornamentales y desca C/u 554.98 555.93 560.25 562.53 564.73 558.2 557.13 561.14 564.08 555.68 556.61 554.98 559.31 563.83 559.88 556.67 562.22 562.79 559.11 560.33 561.48 564.26 563.64 567.07 563.98 561.55 556.05 559.9413 7 56 Trampa de grasa de 1.40x0.80x1.30m forjada con mamp de ladrillo de obra base de concreto simple y tapadera de concreto reforz C/u 270.31 270.79 272.9 274.01 275.05 271.99 271.47 273.32 274.81 270.73 271.18 270.31 272.48 274.69 272.75 271.2 273.92 274.15 272.41 272.93 273.44 274.9 274.52 276.3 274.78 273.57 270.92 272.7813 7 57 Módulo sanitario de 1.50x1.20m con paredes de bloque incluye sanitario de lavar+ducha+pila de 1 ala+biodigestor de 1300L+caja U 1299.9 1302.08 1312.37 1317.7 1322.65 1307.68 1305.07 1314.52 1321.41 1301.54 1303.85 1299.9 1310.03 1320.54 1311.72 1304.06 1317.25 1318.25 1309.61 1312.46 1315.25 1321.69 1320.14 1328.16 1321.02 1315.42 1302.56 1311.8213 7 58 Módulo sanitario de 1.50x1.20m con paredes de bloque incluye sanitario de lavar+ducha+biodigestor de 1300L+caja de 0.40x0.40 U 1225.25 1227.3 1237.02 1242.04 1246.68 1232.6 1230.13 1239.05 1245.53 1226.79 1228.98 1225.25 1234.8 1244.7 1236.41 1229.18 1241.62 1242.55 1234.42 1237.1 1239.73 1245.79 1244.33 1251.88 1245.15 1239.89 1227.77 1236.513 7 59 Módulo sanitario en zonas inundables; con paredes de bloque sanitario de lavar+ducha+pila de 1 ala+reactor de 3 celdas+caja pa U 2300.11 2303.72 2321.61 2330.89 2340.32 2313.44 2308.14 2325.38 2338.08 2302.92 2306.28 2300.11 2317.18 2336.71 2320.25 2306.64 2330.15 2332.26 2316.2 2321.85 2326.55 2339.13 2335.56 2349.26 2337.25 2326.86 2304.21 2320.3313 7 60 Conexión de pila existente a tren de saneamiento; incluye terracería tubería dcon sus accesorios y resane en conexión con pila. M 11.56 11.57 11.66 11.71 11.76 11.63 11.6 11.68 11.76 11.57 11.59 11.56 11.64 11.74 11.66 11.59 11.7 11.73 11.64 11.66 11.69 11.76 11.74 11.82 11.75 11.69 11.57 11.6613 8 1 PROTECCIÓN TUBERÍA Í 8" H < 1.0 M PROF. M 64.13 64.24 64.74 65 65.25 64.51 64.39 64.84 65.18 64.21 64.32 64.13 64.63 65.15 64.7 64.33 64.97 65.03 64.61 64.75 64.88 65.2 65.13 65.53 65.17 64.89 64.26 64.7113 8 2 TAPÓN TERMINAL P/TUBERÍA DE AGUAS NEGRAS M=1:6 U 3.51 3.51 3.54 3.56 3.57 3.53 3.52 3.55 3.56 3.51 3.52 3.51 3.53 3.56 3.54 3.52 3.55 3.56 3.53 3.54 3.55 3.57 3.56 3.58 3.56 3.55 3.51 3.5413 8 4 PROTECCION DE TUBERIA DE 10" M 65.59 65.7 66.21 66.48 66.74 65.97 65.85 66.32 66.66 65.67 65.79 65.59 66.1 66.63 66.18 65.79 66.45 66.51 66.08 66.22 66.35 66.68 66.61 67.02 66.65 66.36 65.72 66.1813 8 6 Filtro de arena M3 15.3 15.32 15.44 15.51 15.57 15.39 15.36 15.47 15.55 15.32 15.34 15.3 15.42 15.54 15.43 15.35 15.5 15.51 15.41 15.44 15.47 15.55 15.53 15.63 15.54 15.48 15.33 15.4413 8 7 Filtro de grava M3 34.56 34.62 34.89 35.03 35.16 34.76 34.7 34.94 35.12 34.6 34.66 34.56 34.83 35.11 34.87 34.67 35.01 35.04 34.82 34.89 34.96 35.13 35.1 35.31 35.12 34.97 34.63 34.8713 8 9 Letrina de Hoyo Seco Con Ventilación C/u 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0113 8 10 Letrina Abonera dos Camaras con paredes de lamina zin alum #26 C/u 556.21 557.08 560.96 562.96 564.92 559.15 558.21 561.74 564.34 556.84 557.71 556.21 560.08 564.1 560.67 557.78 562.72 563.15 559.94 561.01 561.98 564.49 563.94 567.03 564.25 562.09 557.23 560.7113 8 11 Letrina abonera de 1.6x1.2; H=1.9; con 2 tazas y 1 urinario C/u 825.28 826.73 833.19 836.53 839.74 830.14 828.61 834.49 838.74 826.3 827.77 825.28 831.67 838.36 832.69 827.9 836.04 836.76 831.46 833.24 834.85 838.99 838.08 843.26 838.6 834.99 826.89 832.7513 8 12 Letrina de hoyo seco con pila y ducha de 1.6x1.65. paredes de bloque de 10x20x40 C/u 1194.71 1196.38 1205.62 1210.3 1214.78 1201.46 1199.01 1207.71 1213.77 1195.84 1197.9 1194.71 1203.62 1213.06 1205.11 1198.06 1209.85 1210.98 1203.29 1205.71 1208.33 1213.96 1212.67 1219.55 1213.44 1208.47 1196.79 1205.1813 8 13 Letrina con descarga a pozo de absorcion 1.7 x 1.5. pared de bloque de 10x20x40 C/u 1660.93 1663.22 1674.97 1681.3 1687.11 1669.46 1666.47 1677.83 1685.6 1662.53 1665.04 1660.93 1672.29 1684.67 1674.31 1665.24 1680.73 1682.09 1671.93 1675.16 1678.57 1685.85 1684.23 1693.18 1685.23 1678.83 1663.71 1674.4113 8 14 Suministro de taza de poliutireno para letrina (tipo amanco) C/u 38.27 38.34 38.64 38.79 38.94 38.5 38.43 38.7 38.9 38.32 38.39 38.27 38.57 38.88 38.61 38.39 38.78 38.81 38.56 38.64 38.72 38.91 38.87 39.11 38.89 38.73 38.35 38.6213 8 15 Suministro e instalación de tapon inodoro de 3" C/u 16.14 16.17 16.3 16.36 16.43 16.24 16.21 16.32 16.41 16.16 16.19 16.14 16.27 16.4 16.29 16.19 16.36 16.37 16.26 16.3 16.33 16.41 16.39 16.5 16.4 16.33 16.18 16.2913 8 16 Suministro e instalación de Tubo de Abasto de Nylon de C/u 2.69 2.7 2.72 2.73 2.74 2.71 2.71 2.72 2.74 2.7 2.7 2.69 2.72 2.74 2.72 2.7 2.73 2.73 2.71 2.72 2.73 2.74 2.74 2.75 2.74 2.73 2.7 2.7213 8 17 LETRINA DE HOYO SECO SIN VENTILACION (MODELO TIPO MINSAL) C/u 321.06 321.65 324.35 325.47 326.89 322.91 322.38 324.78 326.45 321.45 322.1 321.06 323.68 326.25 324.01 322.16 325.36 325.57 323.52 324.38 324.88 326.54 326.17 328.17 326.4 324.94 321.8 324.1713 8 18 Sum. e instalacion de tuberia HDPE de 15" sin perforar. incluye excavacion y relleno con grava M 93.99 94.16 94.89 95.28 95.64 94.54 94.37 95.04 95.53 94.11 94.28 93.99 94.72 95.48 94.83 94.29 95.23 95.31 94.69 94.9 95.09 95.56 95.46 96.05 95.51 95.11 94.19 94.8413 8 19 Anclaje para tuberia C/u 14.77 14.79 14.91 14.97 15.03 14.85 14.83 14.93 15.01 14.79 14.81 14.77 14.88 15 14.9 14.81 14.96 14.97 14.88 14.91 14.94 15.01 15 15.09 15.01 14.94 14.8 14.913 8 20 Sum. e instalacion de tuberia HPDE de 15" perforada incluye excavacion y relleno con grava M 94.97 95.14 95.88 96.27 96.64 95.53 95.36 96.03 96.53 95.09 95.26 94.97 95.71 96.48 95.82 95.27 96.22 96.31 95.68 95.89 96.08 96.55 96.45 97.05 96.51 96.1 95.17 95.8313 8 21 Sum. e instalacion de tuberia HDPE 12" perforada. incluye excavacion y relleno con grava M 77.69 77.83 78.43 78.75 79.05 78.14 78 78.56 78.96 77.79 77.93 77.69 78.29 78.92 78.39 77.93 78.71 78.78 78.27 78.44 78.6 78.98 78.9 79.39 78.94 78.61 77.85 78.3913 8 22 Geomembrana HDPE de 1.5 mm con soldadura termofusión M2 11.18 11.2 11.29 11.33 11.37 11.24 11.22 11.3 11.36 11.19 11.21 11.18 11.26 11.36 11.28 11.21 11.33 11.34 11.26 11.29 11.31 11.36 11.35 11.42 11.36 11.31 11.2 11.2813 8 23 material de proteccion para geomenbrana incluye tierra granular M3 2.14 2.14 2.16 2.17 2.18 2.15 2.15 2.16 2.18 2.14 2.15 2.14 2.16 2.17 2.16 2.15 2.17 2.17 2.16 2.16 2.17 2.18 2.17 2.19 2.17 2.17 2.14 2.1613 8 24 anclaje de geomenbrana M 26.12 26.17 26.37 26.48 26.58 26.27 26.23 26.41 26.55 26.15 26.2 26.12 26.32 26.54 26.36 26.2 26.46 26.49 26.32 26.37 26.43 26.56 26.53 26.69 26.54 26.43 26.17 26.3613 8 25 sum. e instalacion de geomenbrana HDPE de 2.0 mm M2 10.56 10.58 10.66 10.7 10.74 10.62 10.6 10.68 10.73 10.57 10.59 10.56 10.64 10.73 10.65 10.59 10.7 10.71 10.64 10.66 10.68 10.73 10.72 10.79 10.73 10.68 10.58 10.6513 8 26 manguera flexible pvc de 2" x 20 mts. con acoples rapidos de aluminio y abrazaderas C/u 187.47 187.81 189.27 190.04 190.77 188.58 188.24 189.57 190.54 187.71 188.05 187.47 188.93 190.45 189.16 188.07 189.94 190.11 188.88 189.29 189.66 190.6 190.39 191.58 190.51 189.7 187.86 189.1813 8 27 sum. e instalacion de valvula de acople rapido de 2" C/u 32.08 32.14 32.39 32.52 32.64 32.27 32.21 32.44 32.61 32.12 32.18 32.08 32.33 32.59 32.37 32.18 32.5 32.53 32.32 32.39 32.46 32.62 32.58 32.78 32.6 32.46 32.15 32.3713 8 28 sum. e instalacion de geomenbrana no tejida 200 kg/m2 M2 2.11 2.11 2.13 2.13 2.14 2.12 2.11 2.13 2.14 2.11 2.11 2.11 2.12 2.14 2.12 2.11 2.13 2.13 2.12 2.13 2.13 2.14 2.14 2.15 2.14 2.13 2.11 2.1213 8 29 SUMINISTRO E INSTALACIÓN DE PLÁSTICO NEGRO M2 0.75 0.75 0.76 0.76 0.76 0.75 0.75 0.76 0.76 0.75 0.75 0.75 0.75 0.76 0.75 0.75 0.76 0.76 0.75 0.76 0.76 0.76 0.76 0.76 0.76 0.76 0.75 0.7513 8 30 Sum e instalacion de tuberia PVC D=4" P=100 PSI (perforada en dos hiladas ) M 6.04 6.05 6.1 6.12 6.15 6.08 6.07 6.11 6.14 6.05 6.06 6.04 6.09 6.14 6.1 6.06 6.12 6.13 6.09 6.1 6.11 6.14 6.14 6.17 6.14 6.11 6.05 6.113 8 31 Letrina de hoyo seco con ventilación con paredes de bloque de 10x20x40 (AECID) C/u 448.49 449.27 453.21 454.75 456.6 451.26 450.35 453.78 456.11 449.09 449.96 448.49 452.23 455.82 452.78 450.04 454.63 454.91 452.06 453.21 453.99 456.25 455.73 458.39 456.03 454.03 449.47 452.9813 8 32 Letrina abonera de 1.20x1.70x1.90 con 2 cámaras y 1 urinario (Paredes de bloque de 10 y 15) C/u 798.94 800.13 806.56 809.85 812.85 803.7 801.97 807.87 812.26 799.89 801.27 798.94 804.98 811.76 806.27 801.39 809.66 810.36 804.8 806.59 808.32 812.43 811.59 816.2 811.98 808.36 800.57 806.3113 8 33 Letrina abonera de 1.20x1.70x1.90 con 2 cámaras Paredes de bloque de 10 (AECID) incluye terracería C/u 885 886.37 893.48 897 900.3 890.36 888.4 894.87 899.63 886.05 887.6 885 891.77 899.17 892.97 887.75 896.71 897.55 891.5 893.54 895.37 899.9 898.93 903.94 899.38 895.48 886.75 893.0313 8 34 Taza de poliutireno para letrina (tipo amanco) U 43.65 43.73 44.08 44.25 44.42 43.91 43.84 44.16 44.38 43.7 43.8 43.65 44 44.36 44.05 43.8 44.24 44.27 43.99 44.08 44.18 44.39 44.35 44.62 44.37 44.19 43.76 44.0613 8 35 Broquel con bloque de 10x20x40 y 2 tapaderas de 40x80x5 con pletina y refuerzo #2@0.15AS C/u 22.79 22.82 23 23.11 23.19 22.93 22.89 23.06 23.17 22.81 22.84 22.79 22.97 23.15 22.99 22.84 23.09 23.12 22.96 23 23.08 23.17 23.15 23.29 23.15 23.08 22.82 22.9913 8 36 Letrina de hollo seco mejorado con fundación de concreto reforzado inc terracería C/u 533.47 534.36 538.52 540.75 542.84 536.61 535.66 539.36 542.35 534.05 535.18 533.47 537.55 542.02 538.16 535.18 540.46 541.04 537.42 538.58 539.66 542.51 541.73 545.26 542.2 539.72 534.52 538.2113 8 37 Empalme de geomembrana de 1.5mm c/geomembrana existente c/soldadura termofusión; inc exc y relleno M2 15.02 15.04 15.16 15.22 15.27 15.1 15.08 15.18 15.26 15.03 15.06 15.02 15.13 15.24 15.15 15.06 15.21 15.23 15.13 15.16 15.19 15.26 15.24 15.35 15.26 15.19 15.04 15.1513 8 38 Anclaje de geomembrana HDPE 1.5mm de esp en zanja de 0.50x0.50m; incluye soldadura exc y rellleno M2 14.28 14.3 14.42 14.47 14.52 14.36 14.34 14.43 14.51 14.29 14.32 14.28 14.39 14.49 14.4 14.32 14.47 14.48 14.39 14.42 14.44 14.51 14.49 14.59 14.51 14.44 14.3 14.413 8 39 Filtro con piedra volcánica M3 38.55 38.62 38.92 39.08 39.23 38.78 38.71 38.99 39.19 38.6 38.67 38.55 38.85 39.17 38.9 38.68 39.06 39.1 38.84 38.93 39.01 39.2 39.16 39.4 39.18 39.01 38.63 38.913 8 40 Caja de 1.0x1.0x1.0 m con fondo de ladrillo de barro p/canto paredes de ladrillo de obra p/lazo; repellado y pulido con tapa con C/u 176.95 177.29 178.59 179.35 179.96 177.97 177.67 178.87 179.78 177.19 177.47 176.95 178.27 179.66 178.48 177.53 179.31 179.42 178.17 178.59 179.02 179.85 179.57 180.76 179.73 179.02 177.36 178.4813 8 41 Puente colgante en paso aereo de tubería incluye columnas de HoGo de Ø=6" ced 40 de ambos extremos cableado y accesorios de M 187.45 187.79 189.25 190.02 190.75 188.56 188.22 189.55 190.52 187.69 188.03 187.45 188.91 190.43 189.14 188.05 189.92 190.09 188.86 189.27 189.64 190.58 190.37 191.56 190.49 189.68 187.84 189.1613 8 42 Bloque de anclaje de mampostería de piedra seccion variable; con acero #8 colocado segun detalle C/u 132.76 133 134.04 134.59 135.1 133.56 133.31 134.25 134.94 132.94 133.18 132.76 133.81 134.87 133.97 133.19 134.52 134.62 133.76 134.05 134.33 134.97 134.83 135.66 134.91 134.34 133.04 133.9913 8 43 Muro de anclaje de mampostería de piedra con acero #8 colocado segun detalle C/u 325.33 325.95 328.43 329.83 331.05 327.27 326.73 328.98 330.66 325.76 326.38 325.33 327.91 330.5 328.3 326.41 329.63 329.89 327.79 328.47 329.17 330.74 330.38 332.45 330.54 329.18 326.02 328.3413 8 44 Caja de 0.80x0.80x0.90 m con fondo de ladrillo de barro p/canto paredes de ladrillo de obra p/lazo; repellado y pulido con tapad U 135.39 135.65 136.7 137.28 137.79 136.22 135.95 136.92 137.67 135.58 135.79 135.39 136.46 137.55 136.59 135.84 137.24 137.33 136.37 136.7 137.02 137.71 137.46 138.4 137.62 137.03 135.71 136.5913 9 1 Fosa Septica de ( A=1.60 L=1.30H=2.32) C/u 463.82 464.53 468.26 470.28 472.02 466.6 465.5 469.03 471.53 464.24 465 463.82 467.38 471.17 467.93 465.08 470.06 470.42 467.25 468.29 469.13 471.62 471.07 473.89 471.39 469.21 464.55 46813 9 4 Pozo de absorción D=1.25 h=3.50mts broquel de ladrillo en trinchera h=0.50m inc filtro C/u 466.15 466.95 470.14 471.8 473.45 468.58 467.84 470.8 472.97 466.65 467.46 466.15 469.34 472.76 469.89 467.46 471.55 471.97 469.24 470.18 470.98 473 472.6 475.29 472.9 471.02 466.98 469.9213 9 5 Pozo de absorción D=1.00 h=6.90mts broquel ladrillo calavera p/trinch 1.0m inc filtro piedra/grava C/u 461.12 461.89 465.18 467.14 468.97 463.5 462.88 465.91 468.32 461.59 462.42 461.12 464.39 468.03 464.89 462.5 466.91 467.27 464.28 465.21 466.21 468.43 467.92 470.69 468.25 466.31 462 464.9613 9 6 Pozo de absorción D=1.25 h=2.80mts broquel de ladrillo en trinchera h=0.60m inc filtro y exc C/u 328.74 329.37 331.57 332.87 334 330.48 329.96 332.05 333.62 329.1 329.76 328.74 331.13 333.52 331.47 329.77 332.74 332.97 331.01 331.58 332.25 333.69 333.43 335.16 333.59 332.27 329.49 331.4713 9 7 Pozo de absorción Ø=1.0m H=2.75m Broquel h=1.40 c/ladrillo de obra p/trinchera tapa de concreto C/u 397.84 398.49 401.58 403.34 405.1 400.14 399.53 402.3 404.4 398.27 399.02 397.84 400.93 404.25 401.35 399.12 403.2 403.53 400.77 401.61 402.4 404.53 404.08 406.65 404.4 402.52 398.64 401.3613 9 9 Pozo de absorsión Ø=1.50 m H filtros = 2.00 m y broquel de ladrillo de trinchera c/ tap de conc C/u 515.04 515.91 519.73 521.73 523.63 517.92 516.98 520.49 523.04 515.64 516.52 515.04 518.84 522.86 519.41 516.59 521.5 521.9 518.69 519.83 520.75 523.15 522.7 525.72 522.98 520.82 516.06 519.4413 9 12 Pozo de absorción; Ø=1.25m Ht=2.0m hasta 2.50m; broquel de ladrillo de barro p/trinchera h 0.775m tapadera de concreto Incluye C/u 362.56 363.22 366.03 367.53 368.89 364.69 364.05 366.61 368.5 363.04 363.66 362.56 365.4 368.3 365.84 363.73 367.35 367.64 365.26 366.07 366.79 368.61 368.17 370.52 368.44 366.87 363.32 365.8613 9 16 Pozo de absorción; Ø=1.25m Ht>2.5m hasta 3.0m; broquel de ladrillo de barro p/trinchera h 0.775m tapadera de concreto Incluye f C/u 400.45 401.17 404.28 405.94 407.47 402.79 402.09 404.93 407.03 400.97 401.65 400.45 403.58 406.79 404.06 401.72 405.74 406.08 403.44 404.32 405.12 407.15 406.64 409.25 406.94 405.22 401.27 404.113 9 17 Pozo de absorción; Ø=1.25m Ht>3 hasta 3.50m; broquel de ladrillo de barro p/trinchera h 0.775m tapadera de concreto Incluye fil C/u 410.15 410.89 414.08 415.77 417.34 412.55 411.83 414.73 416.89 410.68 411.39 410.15 413.36 416.64 413.85 411.47 415.57 415.92 413.22 414.12 414.93 417 416.5 419.16 416.81 415.02 411 413.8813 9 19 Pozo de absorción; Ø=1.25m Ht>3.5 hasta 4.0m; broquel de ladrillo de barro p/trinchera h 0.775m tapadera de concreto Incluye fi C/u 422.45 423.22 426.51 428.24 429.86 424.92 424.19 427.17 429.39 422.99 423.73 422.45 425.75 429.13 426.27 423.81 428.03 428.42 425.61 426.55 427.38 429.5 428.99 431.73 429.31 427.47 423.33 426.2913 9 20 Pozo de absorción; Ø=1.25m Ht=2.50M; broquel de ladrillo de barro p/trinchera h=0.50 m tapadera de concreto Incluye filtro de p U 279.83 280.32 282.5 283.64 284.73 281.47 280.97 282.95 284.39 280.19 280.68 279.83 282.01 284.26 282.35 280.73 283.51 283.75 281.92 282.52 283.08 284.48 284.17 285.93 284.35 283.15 280.41 282.37

13 9 21 U 634.18 635.34 640.17 642.94 645.44 637.8 636.8 641.19 644.54 634.93 636.2 634.18 639.09 644.27 639.78 636.3 642.68 643.16 638.91 640.21 641.64 644.7 644.17 647.94 644.52 641.77 635.53 639.86

14 AGUAS LLUVIAS14 1 1 Tuberia de concreto simple de 18" M 22.29 22.33 22.5 22.59 22.68 22.42 22.38 22.54 22.65 22.32 22.36 22.29 22.46 22.64 22.49 22.36 22.58 22.6 22.46 22.5 22.55 22.66 22.64 22.78 22.65 22.55 22.33 22.4914 1 2 Tuberia de concreto simple de 24" M 37.94 38.01 38.3 38.46 38.61 38.16 38.09 38.36 38.56 37.99 38.06 37.94 38.23 38.54 38.28 38.06 38.44 38.47 38.22 38.31 38.38 38.57 38.53 38.77 38.55 38.39 38.02 38.2814 1 3 Tuberia de cemento de 30" M 72.21 72.34 72.91 73.2 73.49 72.64 72.51 73.02 73.4 72.31 72.44 72.21 72.78 73.36 72.86 72.44 73.17 73.23 72.76 72.91 73.06 73.42 73.34 73.8 73.38 73.07 72.37 72.8714 1 4 Tuberia de concreto reforzado de 36" M 93.37 93.53 94.26 94.64 95.01 93.92 93.75 94.41 94.9 93.49 93.65 93.37 94.1 94.85 94.21 93.66 94.6 94.68 94.07 94.27 94.46 94.93 94.83 95.41 94.88 94.48 93.56 94.2214 1 5 Tuberia de concreto de 30" con refuerzo M 75.11 75.24 75.83 76.14 76.43 75.55 75.42 75.95 76.34 75.21 75.34 75.11 75.7 76.31 75.79 75.35 76.1 76.17 75.67 75.84 75.99 76.37 76.28 76.75 76.33 76 75.27 75.7914 1 6 TUBERIA DE CONCRETO ARMADO DE 36" M 74.33 74.46 75.04 75.34 75.64 74.77 74.63 75.16 75.55 74.42 74.56 74.33 74.91 75.51 75 74.56 75.31 75.37 74.89 75.05 75.2 75.57 75.49 75.95 75.53 75.21 74.48 7514 1 7 Tuberia de concreto reforzado de 48" con refuerzo eliptico M 245.89 246.33 248.25 249.25 250.22 247.34 246.89 248.64 249.92 246.21 246.65 245.89 247.81 249.8 248.1 246.67 249.13 249.35 247.73 248.27 248.76 250 249.73 251.27 249.87 248.81 246.4 248.1214 1 8 Tuberia de concreto armado de 60" con refuerzo eliptico M 304.57 305.12 307.49 308.74 309.93 306.37 305.81 307.98 309.57 304.96 305.51 304.57 306.95 309.41 307.31 305.54 308.59 308.86 306.86 307.52 308.13 309.66 309.32 311.24 309.51 308.19 305.21 307.3414 1 11 Tuberia de concreto armado de 42" con refuerzo eliptico M 140.76 141.01 142.11 142.68 143.23 141.59 141.33 142.33 143.07 140.94 141.19 140.76 141.85 143 142.02 141.2 142.61 142.74 141.81 142.12 142.4 143.11 142.95 143.84 143.04 142.43 141.05 142.0414 1 12 Tuberia de concreto armado de 72" con refuerzo eliptico M 305.54 306.09 308.47 309.72 310.92 307.35 306.79 308.96 310.56 305.94 306.48 305.54 307.93 310.4 308.29 306.52 309.57 309.84 307.83 308.5 309.11 310.65 310.31 312.23 310.49 309.17 306.18 308.3214 1 13 Tuberia de concreto reforzado de 36" con refuerzo eliptico M 95.92 96.09 96.84 97.23 97.61 96.49 96.31 96.99 97.49 96.04 96.21 95.92 96.67 97.45 96.78 96.22 97.18 97.27 96.64 96.85 97.04 97.52 97.42 98.02 97.47 97.06 96.12 96.7914 1 14 Tuberia de concreto reforzado de 60" con doble refurzo eliptico M 529.06 530.01 534.14 536.3 538.37 532.18 531.22 534.98 537.74 529.75 530.7 529.06 533.19 537.47 533.82 530.75 536.04 536.51 533.03 534.19 535.25 537.9 537.32 540.64 537.63 535.35 530.17 533.8714 1 15 Tuberia de concreto reforzado de 18" M 32.24 32.29 32.55 32.69 32.83 32.44 32.38 32.61 32.78 32.28 32.34 32.24 32.51 32.76 32.54 32.35 32.67 32.71 32.5 32.56 32.62 32.79 32.75 32.96 32.78 32.62 32.3 32.5414 2 5 CAJA TRAGANTE PARA INFILTRACION (3.25X1.2XH=1.3) PAREDES DE MAMPOSTERIA Y PARRILLA DE TUBO 3" U 570.88 571.88 576.31 578.69 580.94 574.27 573.17 577.29 580.25 571.59 572.62 570.88 575.34 579.98 576.01 572.67 578.43 578.9 575.15 576.36 577.59 580.45 579.73 583.36 580.1 577.65 572.03 576.0714 2 6 Cilindro de pozo diémetro interno de 1.20m (Ladrillo puesto de trinchera y repellado) M 198.56 198.89 200.35 201.27 202.13 199.65 199.42 200.68 201.77 198.78 199.11 198.56 200.03 201.71 200.2 199.2 201.22 201.38 199.97 200.36 200.75 201.87 201.65 202.86 201.77 200.85 198.94 200.2114 2 9 Caja de conexion de A.LL. 50 X 50 C/u 77.61 77.75 78.36 78.68 78.98 78.07 77.93 78.48 78.88 77.71 77.85 77.61 78.22 78.85 78.32 77.86 78.64 78.71 78.2 78.36 78.52 78.91 78.82 79.32 78.87 78.54 77.77 78.3214 2 10 Pozo de visita H=3.0 mts. 1.5 mts. de diametro. c/tapadera metalica C/u 1121.53 1123.51 1132.14 1136.63 1140.93 1128 1126.09 1133.89 1139.6 1122.93 1124.9 1121.53 1130.14 1139.03 1131.46 1125.08 1136.11 1137.12 1129.83 1132.25 1134.46 1139.98 1138.72 1145.73 1139.46 1134.7 1123.82 1131.5814 2 11 Pozo de visita H=4.0M 1.5 M DE DIAMETRO c/tapadera metalica C/u 1347.06 1349.43 1359.82 1365.2 1370.37 1354.84 1352.53 1361.89 1368.73 1348.73 1351.09 1347.06 1357.42 1368.08 1359 1351.31 1364.55 1365.77 1357.05 1359.94 1362.59 1369.22 1367.71 1376.13 1368.57 1362.88 1349.8 1359.1314 2 12 Pozo de visita H=1.5 a 2.0 mts. incluye la tapadera metalica C/u 809.74 811.17 817.41 820.66 823.77 814.42 813.04 818.68 822.8 810.76 812.18 809.74 815.96 822.4 816.92 812.3 820.28 821.01 815.74 817.49 819.09 823.08 822.17 827.23 822.69 819.26 811.39 817.0114 2 13 Pozo de visita H=2.0 A 2.5 mts. Incluye tapadera metalica C/u 809.74 811.17 817.41 820.66 823.77 814.42 813.04 818.68 822.8 810.76 812.18 809.74 815.96 822.4 816.92 812.3 820.28 821.01 815.74 817.49 819.09 823.08 822.17 827.23 822.69 819.26 811.39 817.0114 2 14 Pozo de visita H=2.5 A 3.0 mts. incluye tapadera metalica C/u 893.42 895 901.88 905.46 908.89 898.58 897.06 903.28 907.84 894.54 896.12 893.42 900.29 907.38 901.35 896.25 905.05 905.86 900.04 901.98 903.74 908.14 907.13 912.72 907.72 903.93 895.25 901.4414 2 15 Pozo de visita H=3.0 a 3.5 M incluye tapadera metalica C/u 975.86 977.59 985.11 989.02 992.77 981.5 979.83 986.63 991.59 977.08 978.8 975.86 983.37 991.11 984.52 978.95 988.56 989.44 983.1 985.2 987.13 991.93 990.84 996.94 991.47 987.34 977.86 984.6214 2 16 TAPADERA DE HIERRO FUNDIDO PARA TRAGANTE U 180.15 180.48 181.88 182.62 183.32 181.21 180.89 182.17 183.1 180.39 180.7 180.15 181.55 183.01 181.78 180.72 182.53 182.69 181.5 181.9 182.26 183.15 182.96 184.09 183.07 182.29 180.53 181.7914 2 17 CAJA CONEXION DE P/A.LL. 1.30X1.30X1.00 U 193.44 193.74 195.26 196.07 196.86 194.6 194.13 195.63 196.68 193.68 193.93 193.44 194.94 196.52 195.11 193.98 196.03 196.2 194.84 195.29 195.77 196.76 196.41 197.68 196.58 195.77 193.81 195.1114 2 18 CAJA DE REGISTRO P/A.LL. 1.2X1.2X2.50. U 337.56 338.11 340.77 342.2 343.57 339.61 338.77 341.39 343.28 337.96 338.39 337.56 340.16 342.95 340.43 338.5 342.16 342.41 340.01 340.79 341.65 343.4 342.71 345.02 343.07 341.65 338.22 340.4414 2 19 LEVANTAMIENTO BROQUEL P/POZO AGUAS LLUVIAS U 85.3 85.44 86.11 86.46 86.8 85.8 85.65 86.24 86.7 85.4 85.57 85.3 85.96 86.65 86.06 85.57 86.42 86.47 85.94 86.13 86.29 86.73 86.63 87.17 86.68 86.29 85.46 86.0614 2 20 CAJA PARA AGUAS LLUVIAS (1X1X0.3M) C/PARRILLA MARCO <1"X1/8" Y Ho#5@4CM U 120.36 120.5 121.27 121.69 122.07 120.95 120.7 121.45 121.99 120.48 120.61 120.36 121.12 121.95 121.21 120.62 121.65 121.74 121.09 121.3 121.48 122.01 121.88 122.44 121.96 121.49 120.53 121.2114 2 21 CAJA PARA AGUAS LLUVIAS (1X1X0.5M) C/PARRILLA MARCO <1"X1/8" Y Ho#5@4CM U 147.86 148.04 149.07 149.55 150.1 148.63 148.28 149.29 149.96 147.99 148.17 147.86 148.84 149.91 148.93 148.2 149.49 149.61 148.83 149.1 149.35 149.99 149.84 150.54 149.92 149.36 148.07 148.9314 2 22 CAJA PARA AGUAS LLUVIAS (1X1X1M) C/PARRILLA MARCO <1"X1/8" Y Ho#5@4CM U 203.94 204.18 205.7 206.37 207.2 205.06 204.52 206.03 206.99 204.12 204.36 203.94 205.35 206.91 205.46 204.41 206.27 206.46 205.34 205.73 206.1 207.05 206.83 207.81 206.92 206.11 204.21 205.4614 2 26 CAJA PARRILLA DE 0.3X0.3X1M C/BASE CONCRETO SIMPLE. U 72.64 72.72 73.26 73.51 73.79 73.05 72.84 73.38 73.73 72.69 72.79 72.64 73.13 73.7 73.17 72.81 73.46 73.54 73.13 73.26 73.41 73.75 73.68 74.03 73.71 73.41 72.72 73.1814 2 27 TAPADERA DE CONCRETO (2X1X0.05M) #3@15 A.S. 1 LECHO. F´C=180 KG/CM2 U 47.47 47.55 47.9 48.11 48.26 47.74 47.66 47.99 48.22 47.53 47.62 47.47 47.84 48.21 47.88 47.63 48.07 48.11 47.81 47.91 48.01 48.22 48.2 48.49 48.22 48.03 47.55 47.8814 2 28 CAJA TRAGANTE DE LADRILLO 1.3X0.75H=1.5 C/TAPADERA Ho.Fo. U 721.3 722.52 728.05 730.97 733.96 725.43 723.97 729.22 732.99 722.07 723.26 721.3 726.92 732.62 727.61 723.38 730.65 731.27 726.74 728.11 729.6 733.31 732.4 736.95 732.82 729.73 722.69 727.6414 2 29 Hechura de 1/2 caña para pozo M 15.26 15.29 15.41 15.47 15.52 15.36 15.32 15.43 15.51 15.27 15.31 15.26 15.39 15.5 15.4 15.31 15.47 15.48 15.39 15.41 15.43 15.51 15.5 15.59 15.51 15.44 15.3 15.414 2 30 Tapadera de Hierro Fundido para pozo U 158.44 158.72 159.96 160.61 161.23 159.37 159.09 160.21 161.04 158.64 158.93 158.44 159.67 160.96 159.86 158.95 160.53 160.67 159.63 159.97 160.29 161.08 160.91 161.91 161 160.32 158.77 159.8814 2 31 Caja tragante con ladriilo de barro 0.6x0.6x0.5 fundacion de piedra cuarta y tapadera de concreto U 62.89 62.94 63.47 63.7 64.04 63.28 63.03 63.6 63.97 62.93 63 62.89 63.34 63.91 63.37 63.02 63.67 63.77 63.34 63.47 63.63 63.99 63.86 64.27 63.92 63.63 62.94 63.3714 2 32 Tapadera de concreto lecho de 3/8" a.s @ 15 cms concreto 180 kg/cm2 M3 395.29 396 398.9 400.49 402.13 397.46 396.71 399.52 401.53 395.71 396.39 395.29 398.1 401.4 398.72 396.41 400.28 400.59 398.01 399.06 399.76 401.6 401.19 403.65 401.48 399.79 396.1 398.7214 2 33 Caja tragante con ladriilo de barro 1.20x1x0.6 fundacion de piedra cuarta y tapadera de Hierro U 288.2 288.65 290.95 292.1 293.32 289.9 289.28 291.44 292.96 288.5 288.99 288.2 290.4 292.82 290.67 289.08 291.93 292.27 290.33 290.98 291.59 293.07 292.7 294.48 292.88 291.62 288.7 290.6814 2 35 Pozo de A.LL. c/ ladrillo de barro d= 1.20 mts interno alt=3 mts incluye como de 1 mts C/u 765.19 766.58 772.59 775.63 778.68 769.69 768.35 773.75 777.77 766.15 767.53 765.19 771.2 777.34 772.1 767.66 775.31 776 770.98 772.63 774.18 777.99 777.12 782.01 777.67 774.35 766.8 772.16

Pozo de absorción; Ø=1.50m Ht=3.70M; broquel de ladrillo de barro p/trinchera h=0.70 m tapadera de concreto; incluye filtro de piedra volcánica excavación desalojo y accesorios de fontanería según planos.

14 2 36 Cono de pozo diametro interior D= 1.10mts. sin tapadera U 238.2 238.62 240.44 241.42 242.33 239.57 239.18 240.84 242.04 238.5 238.92 238.2 240.03 241.92 240.31 238.95 241.3 241.53 239.97 240.49 240.96 242.14 241.86 243.36 242.02 241 238.68 240.3614 2 37 Cono de pozo diametro interior D= 1.10mts. con tapadera de concreto U 256.73 257.18 259.15 260.21 261.18 258.21 257.78 259.57 260.88 257.05 257.5 256.73 258.7 260.75 259.01 257.54 260.08 260.32 258.63 259.2 259.7 260.98 260.68 262.29 260.85 259.75 257.25 259.0614 2 38 Cono de pozo diametro interior D= 1.10mts. con tapadera Ho.Fo. U 407.7 408.43 411.57 413.25 414.81 410.07 409.38 412.24 414.32 408.22 408.94 407.7 410.85 414.12 411.34 409 413.04 413.42 410.74 411.64 412.44 414.47 414.01 416.57 414.27 412.52 408.54 411.414 2 39 Cilindro de pozo diametro interior D= 1.10 mts. H= 1.0 mts. U 186.72 187.03 188.49 189.24 189.92 187.79 187.47 188.78 189.7 186.96 187.26 186.72 188.14 189.63 188.36 187.3 189.13 189.3 188.08 188.5 188.85 189.79 189.57 190.72 189.68 188.89 187.08 188.3814 2 40 Cilindro de pozo diametro interior D= 1.10 mts. H= 1.50 mts. U 266.73 267.17 269.26 270.34 271.31 268.27 267.81 269.67 270.99 267.07 267.51 266.73 268.76 270.88 269.08 267.56 270.18 270.43 268.68 269.27 269.77 271.12 270.81 272.45 270.96 269.84 267.25 269.114 2 41 Cilindro de pozo diametro interior D= 1.10 mts. H= 2.0 mts. U 347.01 347.6 350.3 351.69 352.98 349.01 348.42 350.83 352.56 347.45 348.03 347.01 349.66 352.41 350.07 348.1 351.5 351.82 349.56 350.32 350.98 352.71 352.31 354.47 352.52 351.06 347.7 350.0914 2 42 Cilindro de pozo diametro interior D= 1.10 mts. H= 2.50 mts. U 431.01 431.75 435.1 436.81 438.43 433.48 432.76 435.76 437.91 431.55 432.28 431.01 434.3 437.71 434.82 432.37 436.59 436.99 434.18 435.12 435.95 438.09 437.59 440.28 437.87 436.06 431.87 434.8414 2 43 Cilindro de pozo diametro interior D= 1.10 mts. H= 3.0 mts. U 517.36 518.26 522.27 524.32 526.27 520.33 519.47 523.06 525.66 518.01 518.9 517.36 521.32 525.41 521.94 519 524.07 524.55 521.18 522.3 523.31 525.86 525.26 528.5 525.61 523.43 518.4 521.9714 2 44 Fondo de pozo con manposteria de piedra diametro interior D= 1.10 mts. U 165.32 165.61 166.87 167.52 168.15 166.27 165.97 167.12 167.96 165.53 165.81 165.32 166.58 167.88 166.77 165.83 167.44 167.58 166.53 166.88 167.2 168.01 167.84 168.84 167.93 167.23 165.65 166.7914 2 45 Fondo de pozo con manposteria de piedra diametro interior D= 1.50 mts. U 227.87 228.27 230 230.91 231.78 229.19 228.78 230.35 231.52 228.16 228.55 227.87 229.61 231.41 229.87 228.58 230.8 230.99 229.54 230.03 230.47 231.58 231.34 232.73 231.47 230.51 228.34 229.8914 2 46 Caja corrida 0.60 mts.de ancho incluye la losa. M 160.31 160.58 161.82 162.45 163.08 161.24 160.94 162.07 162.9 160.51 160.78 160.31 161.54 162.82 161.73 160.8 162.38 162.52 161.49 161.83 162.14 162.94 162.77 163.75 162.86 162.18 160.63 161.7414 2 47 Caja corrida 0.80 mts.de ancho incluye la losa. M 171.79 172.09 173.41 174.1 174.77 172.8 172.47 173.68 174.57 172.01 172.31 171.79 173.12 174.49 173.32 172.33 174.02 174.16 173.06 173.43 173.76 174.62 174.43 175.49 174.54 173.8 172.14 173.3314 2 48 Caja de Aguas Lluvias de 1mx1.6mx1.2m U 329.26 329.86 332.4 333.71 335.06 331.19 330.61 332.92 334.65 329.69 330.29 329.26 331.84 334.49 332.22 330.31 333.55 333.87 331.75 332.46 333.09 334.77 334.42 336.44 334.58 333.14 329.97 332.2614 2 49 Caja tragante para A.LL. con tapadera de Ho. Fo. de 0.8 mts. de ancho x 1.4 mts. de long. C/u 294.71 295.22 297.52 298.73 299.88 296.42 295.91 297.99 299.55 295.07 295.59 294.71 297 299.36 297.36 295.63 298.57 298.85 296.93 297.55 298.14 299.64 299.28 301.17 299.46 298.2 295.31 297.3914 2 50 Caja Tragante de aguas lluvias de h=1.09 x1.10 x 1.60 repello y afinado con impermeabilizante C/u 276.12 276.58 278.81 279.97 280.98 277.79 277.3 279.26 280.64 276.5 276.97 276.12 278.28 280.53 278.61 277.03 279.81 280.07 278.2 278.84 279.37 280.78 280.45 282.19 280.6 279.43 276.69 278.6414 2 51 Caja de 50x50x80 de ladrillo de obra y tapadera concreto C/u 72.97 73.1 73.66 73.95 74.22 73.39 73.27 73.76 74.14 73.06 73.2 72.97 73.53 74.1 73.62 73.21 73.89 73.98 73.51 73.66 73.8 74.18 74.08 74.55 74.13 73.81 73.12 73.6314 2 52 Caja de mamposteria de piedra de 1.4x0.8x1.6 1:4 repellada C/u 251.49 251.93 253.88 254.92 255.9 252.97 252.5 254.3 255.62 251.79 252.26 251.49 253.44 255.48 253.75 252.3 254.79 255.02 253.38 253.91 254.42 255.68 255.41 257.01 255.55 254.46 252.02 253.7714 2 53 Caja para A.LL. de 4.60x0.4x1.0 nervios y soleras de 15x15 y 15x10 respec. (ver detalle) C/u 369.44 370.12 373 374.47 375.93 371.58 370.99 373.55 375.51 369.93 370.56 369.44 372.32 375.28 372.79 370.62 374.31 374.68 372.22 373.03 373.79 375.62 375.17 377.53 375.38 373.84 370.22 372.8214 2 54 Caja Recolectora de 1.18x2.30x0.70 ladrillo de obra p/lazo/emplantillado piedra/ rep.y afin. C/u 837.32 838.96 845.35 848.86 852.27 842.19 840.64 846.81 851.16 838.68 839.84 837.32 843.61 850.65 844.66 839.91 848.62 849.15 843.38 845.36 847.17 851.49 850.5 855.71 850.84 847.53 839.14 844.9314 2 55 CAJA COLECTORA DE AGUAS LLUVIAS 3X2 m; h=0.65 m; e=0.175 m; MAMPOSTERÍA DE PIEDRA MEZCLA 1:3 C/u 168.73 169.04 170.35 171.04 171.71 169.73 169.42 170.62 171.51 168.95 169.25 168.73 170.05 171.42 170.25 169.27 170.96 171.11 170 170.37 170.71 171.56 171.37 172.43 171.47 170.74 169.09 170.2714 2 56 PARRILLA METÁLICA PARA CANALETA ANCHO=0.60 m; VARILLA #5 @ 1.6 cm; MARCO ÁNGULO 1-1/2"X1-1/2"X3/16" M 90.35 90.51 91.22 91.59 91.94 90.88 90.72 91.36 91.83 90.47 90.63 90.35 91.05 91.78 91.16 90.64 91.54 91.62 91.03 91.22 91.41 91.86 91.76 92.33 91.81 91.42 90.54 91.1714 2 57 HECHURA DE ANILLO DE CONCRETO E INSTALACIÓN DE TAPADERA HoFo EN POZO A.LL. C/u 40.25 40.32 40.63 40.79 40.94 40.48 40.41 40.69 40.9 40.3 40.37 40.25 40.56 40.88 40.6 40.37 40.77 40.8 40.54 40.63 40.71 40.91 40.86 41.11 40.89 40.72 40.33 40.6114 2 58 CAJA DE CONEXIÓN A.LL. 1.0X1.0X1.0 m PARED LADRILLO DE BARRO P/LAZO; EMPLANTILLADO DE PIEDRA e=0.10 C/u 98.26 98.44 99.19 99.61 100.02 98.86 98.64 99.38 99.94 98.39 98.53 98.26 98.98 99.82 99.1 98.56 99.61 99.69 98.95 99.19 99.44 99.98 99.76 100.46 99.87 99.45 98.47 99.114 2 59 CAJA DE CONEXION DE A.LL. 1.30X0.80X0.60 m LADRILLO DE BARRO P/LAZO f'c=180 kg/cm2 C/u 81.65 81.75 82.43 82.74 83.13 82.15 81.92 82.59 83.01 81.72 81.84 81.65 82.25 82.98 82.32 81.86 82.7 82.78 82.24 82.43 82.62 83.05 82.96 83.4 82.98 82.62 81.75 82.3214 2 60 CAJA DE CONEXIÓN DE A.LL. (1.0X1.0X0.60) m; LADRILLO DE BARRO; f'c=180 kg/cm2 C/u 72.05 72.17 72.75 73.02 73.36 72.5 72.28 72.9 73.27 72.13 72.23 72.05 72.59 73.22 72.66 72.25 72.98 73.06 72.58 72.75 72.92 73.3 73.19 73.62 73.23 72.92 72.17 72.6614 2 61 Caja de A.LL. de 0.4x0.4 incluye excavacion C/u 57.53 57.64 58.09 58.32 58.55 57.87 57.77 58.18 58.48 57.61 57.71 57.53 57.98 58.45 58.05 57.72 58.3 58.35 57.97 58.09 58.21 58.5 58.43 58.8 58.47 58.22 57.66 58.0614 2 62 CAJA 1.0 x 1.0 x 2.00 LADRILLO DE BARRO FUNDACIÓN DE CONCRETO U 266.94 267.41 269.47 270.65 271.74 268.56 267.96 269.98 271.48 267.29 267.67 266.94 268.95 271.21 269.22 267.75 270.61 270.82 268.83 269.47 270.18 271.6 271.02 272.92 271.31 270.18 267.5 269.2214 2 63 caja de 1.10x1.10x3.45 Ladrillo de barro Fundacion de mamposteria de piedra U 898.65 900.25 907.03 910.79 914.25 903.65 902.05 908.43 913.27 899.63 901.04 898.65 905.42 912.64 906.31 901.33 910.51 911.21 905.13 907.06 908.91 913.52 912.25 917.81 912.97 909.03 900.51 906.4214 2 64 Caja de A.LL. con bloque saltex (med. internas 5.3 x 1.0 x 1.84) C/u 589.3 590.35 594.95 597.35 599.73 592.82 591.67 595.87 598.96 590.08 591.1 589.3 593.91 598.71 594.61 591.19 597.09 597.59 593.72 595.01 596.21 599.18 598.52 602.17 598.89 596.3 590.57 594.6814 2 66 Cono de pozo D=1.20mts con brocal y tapadera de concreto (Ladrillo puesto de trinchera) C/u 265.04 265.44 267.41 268.62 269.75 266.45 266.14 267.84 269.28 265.31 265.75 265.04 267.01 269.21 267.23 265.86 268.56 268.75 266.87 267.41 267.91 269.39 269.11 270.72 269.28 268.03 265.51 267.2314 2 70 Caja A.LL. con ladrillo obra puesto de lazo (1P) y de trinchera (3P) (med. interna 1.2 x 0.8 x 1.05) C/u 364.42 365.01 367.91 369.36 370.85 366.52 365.82 368.48 370.42 364.81 365.43 364.42 367.15 370.17 367.58 365.52 369.2 369.52 367.06 367.93 368.67 370.53 370.07 372.32 370.33 368.76 365.08 367.6514 2 71 Caja de ALL de 0.60x0.60x4.0 piso de concreto simple y paredes de mampostería (Inc rejilla metálica) C/u 406.63 407.37 410.38 412.08 413.58 408.99 408.22 411.05 413.12 407.14 407.85 406.63 409.72 412.95 410.23 407.86 411.86 412.22 409.6 410.43 411.22 413.25 412.8 415.3 413.06 411.27 407.45 410.2414 2 72 Caja de ALL 1.1x1.1x1.6 paredes de ladrillo de obra repellado y afinado (Incluye nervios y parrilla) C/u 101.67 101.89 102.72 103.21 103.6 102.28 102.11 102.83 103.43 101.84 101.94 101.67 102.45 103.32 102.67 102.05 103.16 103.21 102.39 102.72 102.83 103.43 103.32 103.93 103.43 102.88 101.89 102.7214 2 73 CAJA DE AGUAS LLUVIAS 1.40X1.40X1.75 m LADRILLO DE BARRO INCLUYE PARRILLA C/u 425.25 425.74 429.34 431.18 432.87 427.85 426.95 430.05 432.43 425.64 426.52 425.25 428.43 432.07 429.02 426.64 431.01 431.39 428.29 429.35 430.21 432.56 431.92 434.55 432.28 430.34 426.06 429.0514 2 79 Caja de A.LL. con bloque de 20x20x40 repellada y afinada med. internas 4.6x0.60x1.0 inc tapadera C/u 982.71 984.38 991.79 995.81 1000.09 988.48 986.4 993.63 998.81 983.88 985.55 982.71 990.3 998.5 991.31 985.59 995.39 996.33 989.96 991.87 994.11 999.07 997.95 1003.92 998.62 994.17 984.66 991.4714 2 80 HECHURA DE CAJA DE AGUAS LLUVIAS DE 1.45X1.45X1.60 m; 1 PARED TRINCHERA Y 3 PAREDES DE LAZO C/u 363.34 363.9 366.73 368.29 369.81 365.49 364.66 367.39 369.42 363.76 364.29 363.34 366.12 369.14 366.46 364.38 368.17 368.51 366 366.78 367.63 369.53 368.98 371.24 369.27 367.68 364.04 366.4814 2 81 HECHURA DE CAJA DE AGUAS LLUVIAS 1.45X2.15 m: 1 PARED DE TRINCHERA Y 3 PAREDES DE LAZO C/u 442.77 443.47 446.92 448.8 450.61 445.27 444.37 447.66 450.14 443.23 443.93 442.77 446.16 449.83 446.55 444.04 448.65 449.03 446.04 446.94 447.94 450.26 449.62 452.33 449.98 448.01 443.63 446.5914 2 82 Caja de ALL de 0.80x1.25 medidas int incl tapa de concreto forjada con mamp obra p/lazo y trinch C/u 336.7 337.27 339.91 341.31 342.7 338.73 337.95 340.51 342.23 337.09 337.6 336.7 339.32 342.1 339.66 337.68 341.1 341.43 339.22 339.95 340.65 342.38 341.98 344.01 342.15 340.69 337.33 339.6814 2 83 Caja de ALL de 1x1x1.20 piso de conc simple y paredes ladrillo obra p/lazo (Inc colador y tapadera) C/u 213.97 214.42 216.23 217.17 218.04 215.34 214.9 216.51 217.66 214.26 214.65 213.97 215.75 217.55 216.06 214.72 217.11 217.21 215.62 216.25 216.63 217.69 217.51 218.84 217.63 216.64 214.48 216.1414 2 84 Caja de ALL de 1x1x1.20 piso de conc simple y paredes ladrillo obra p/lazo Inc tapadera de conc C/u 199.21 199.63 201.28 202.2 202.97 200.5 200.08 201.56 202.63 199.49 199.83 199.21 200.85 202.53 201.16 199.9 202.14 202.24 200.73 201.3 201.68 202.66 202.49 203.74 202.6 201.69 199.67 201.214 2 85 Caja ALL 5.60x2x2.2 piso conc simple 210 y pared bloque de 20 Inc tapa conc 280 enrejado y agujeros C/u 3489.56 3495.6 3521.62 3536.14 3550.48 3509.77 3502.57 3527.18 3546.22 3493.78 3499.31 3489.56 3515.79 3544.56 3519.93 3499.68 3534.42 3537.59 3514.96 3522.09 3528.94 3546.96 3543.33 3564.18 3545.57 3529.25 3496.47 3520.2314 2 86 Cilindro de pozo diametro interior D= 1.10 mts. H= 3.76 mts; ladrillo p/trinchera repellado y afina C/u 811.48 812.83 818.61 822.52 826.13 815.88 814.84 820.26 825.02 812.26 813.6 811.48 817.31 824.48 818.09 813.91 822.21 823.02 817.18 818.63 820.55 825.26 824.12 829.25 824.86 820.87 813.02 818.1214 2 87 Caja de ALL de 1.20x1.0x1.50 (dim int) con paredes d/ladrillo p/lazo RA incl tapas metalica y concr U 559.46 560.39 564.82 567.06 569.38 562.81 561.48 565.83 568.77 560.12 561.01 559.46 563.78 568.55 564.36 561.11 566.72 567.34 563.67 564.88 566.07 568.93 568.33 571.7 568.63 566.13 560.51 564.414 2 88 Caja colectora de 0.50x0.50x0.50 forjada c/mamp. de piedra inc parrilla con L1½"x3/16" c/HoCo #3 C/u 53.6 53.69 54.07 54.27 54.47 53.88 53.8 54.16 54.41 53.66 53.75 53.6 53.99 54.38 54.05 53.75 54.24 54.3 53.97 54.07 54.17 54.43 54.36 54.68 54.4 54.19 53.69 54.0614 2 89 Caja de ALL de 0.70x0.70x0.70 paredes de mamp fondo con conc simple y parrilla metálica sobre SC U 138.99 139.2 140.25 140.75 141.26 139.67 139.46 140.42 141.08 139.15 139.33 138.99 139.96 141.02 140.09 139.35 140.72 140.81 139.86 140.25 140.48 141.11 140.97 141.81 141.05 140.5 139.23 140.114 2 90 Caja de ALL de 1.0x1.0x0.60 paredes de mamp fondo con conc simple y parrilla metálica sobre SC U 209.34 209.69 211.22 211.96 212.74 210.37 210.07 211.5 212.47 209.59 209.88 209.34 210.82 212.41 211.01 209.91 211.89 212.05 210.68 211.23 211.57 212.52 212.33 213.57 212.43 211.63 209.72 211.0414 2 91 Caja de ALL de 0.40x0.40x0.30 paredes de mamp fondo con conc simple y parrilla metálica sobre SC U 54.35 54.43 54.85 55.03 55.22 54.6 54.5 54.91 55.16 54.41 54.47 54.35 54.73 55.13 54.78 54.47 55.01 55.04 54.68 54.85 54.93 55.17 55.13 55.45 55.14 54.94 54.44 54.7814 2 93 Caja de 1.40x3x0.65 m; con rejilla vert HoCo #4@0.15m A.S soldada a L1½X1½X¼.+Rejilla con HoCo #8@0.05m; pared de ladrillo C/u 988.24 990.03 997.68 1001.69 1005.55 994.05 992.23 999.27 1004.42 989.53 991.27 988.24 995.93 1003.9 997.09 991.39 1001.23 1002.07 995.64 997.79 999.78 1004.7 1003.63 1009.76 1004.19 999.96 990.29 997.1914 2 94 Caja recolectora de 1.0x0.60x0.70 ladrillo de obra p/lazo/emplantillado piedra/ rep.y afin; nervios de 0.15x0.15m ref 4#4+est C/u 246.35 246.81 248.8 249.72 250.78 247.83 247.31 249.11 250.4 246.71 247.15 246.35 248.29 250.31 248.6 247.16 249.6 249.83 248.24 248.81 249.26 250.56 250.21 251.74 250.35 249.27 246.87 248.614 2 95 Caja de ALL de 0.60x0.60x0.60m forjada con ladrillo de obra p/lazo base losa de concreto e=0.10m ref#3@0.10m solera de corona en C/u 127.42 127.64 128.61 129.12 129.59 128.17 127.9 128.82 129.42 127.57 127.8 127.42 128.4 129.38 128.51 127.81 129.02 129.14 128.37 128.62 128.88 129.46 129.34 130.1 129.42 128.9 127.68 128.5314 2 96 Caja de 0.30x0.60x0.70m medidas internas; paredes de ladrillo de obra p/lazo; repello y afinado; fondo losa de concreto reforzad U 93.36 93.52 94.22 94.61 95.03 93.94 93.74 94.39 94.96 93.48 93.64 93.36 94.08 94.92 94.18 93.64 94.59 94.71 94.06 94.24 94.45 95 94.87 95.42 94.95 94.48 93.56 94.1814 2 97 Caja de 0.80x0.80x1.20m medidas internas; paredes de ladrillo de obra p/lazo; repello y afinado; fondo losa de concreto reforzad U 231.26 231.64 233.46 234.38 235.41 232.68 232.14 233.83 235.21 231.55 231.95 231.26 233.08 235.09 233.31 231.95 234.3 234.55 233.02 233.46 233.96 235.27 234.93 236.37 235.15 234.02 231.74 233.3114 2 98 Caja de 0.60x0.30x1.25m medidas internas; paredes de ladrillo de obra p/canto; repello y afinado; fondo losa de concreto simple U 121.99 122.21 123.08 123.54 123.98 122.67 122.45 123.29 123.84 122.15 122.35 121.99 122.89 123.8 123.02 122.37 123.48 123.59 122.86 123.1 123.32 123.88 123.76 124.44 123.82 123.33 122.23 123.0214 2 99 CAJA PARA AGUAS LLUVIAS DE 1X1X1M FORJADA CON MAMPOSTERIA DE LADRILLO DE OBRA; INCLUYE FILTRO DE GRAVA; EXCAV U 139.86 140.09 141.17 141.69 142.26 140.67 140.38 141.38 142.06 140.01 140.24 139.86 140.9 142.04 141 140.28 141.58 141.73 140.88 141.17 141.45 142.12 142.02 142.78 142.05 141.46 140.1 14114 2 100 CAJA PARA AGUAS LLUVIAS (1X1X0.70M) C/PARRILLA MARCO <1½"X3/16" Y Ho#5@4CM U 169.42 169.64 170.85 171.42 172.05 170.33 169.93 171.11 171.87 169.58 169.79 169.42 170.57 171.82 170.67 169.84 171.33 171.48 170.56 170.88 171.18 171.92 171.77 172.58 171.83 171.19 169.67 170.6714 3 1 Canaleta de aguas lluvias;área hidráulica 1.0x0.30 m rep y afinada M 28.04 28.09 28.31 28.42 28.54 28.21 28.15 28.36 28.51 28.08 28.13 28.04 28.26 28.49 28.3 28.13 28.41 28.44 28.26 28.32 28.37 28.51 28.48 28.66 28.5 28.38 28.1 28.314 3 2 CANALETA 40X40CM M 20.73 20.76 20.92 21.01 21.09 20.85 20.81 20.96 21.07 20.75 20.79 20.73 20.89 21.06 20.91 20.79 21 21.02 20.88 20.93 20.97 21.07 21.05 21.18 21.06 20.97 20.77 20.9214 3 3 CANALETA DE A.LL.ANCHO:0.40ALTO:0.10 M 18.03 18.06 18.2 18.28 18.35 18.14 18.1 18.23 18.33 18.05 18.09 18.03 18.17 18.32 18.19 18.09 18.27 18.29 18.17 18.21 18.24 18.33 18.31 18.43 18.32 18.25 18.07 18.214 3 4 CANAL FORJADO MEDIA CAÑA D=50 CMS.S/PIEDRA CUARTA incluye excavacion M 15.23 15.26 15.38 15.44 15.5 15.32 15.3 15.4 15.48 15.25 15.28 15.23 15.35 15.48 15.37 15.28 15.43 15.45 15.35 15.38 15.41 15.49 15.47 15.57 15.48 15.41 15.26 15.3714 3 5 CANALETA A.LL.30X20 C/PRETIL REP.Y AFIN. M 32.16 32.21 32.46 32.59 32.72 32.35 32.29 32.52 32.68 32.2 32.25 32.16 32.41 32.67 32.45 32.26 32.58 32.61 32.4 32.47 32.53 32.69 32.66 32.86 32.68 32.54 32.22 32.4514 3 6 Canaleta media caña ancho=0.50m forjada con mamp/piedra+2 hiladas de block a c/lado inc relleno M 25.04 25.1 25.3 25.4 25.48 25.21 25.16 25.33 25.47 25.08 25.15 25.04 25.23 25.45 25.29 25.15 25.39 25.41 25.23 25.31 25.35 25.47 25.42 25.6 25.46 25.35 25.11 25.2914 3 7 CANALETA MEDIA CAÑA PREFABRICADA DE 12" C/EXCAVACI M 11.29 11.31 11.4 11.45 11.49 11.36 11.34 11.42 11.48 11.31 11.33 11.29 11.38 11.47 11.39 11.33 11.44 11.45 11.38 11.4 11.42 11.48 11.47 11.54 11.47 11.43 11.31 11.3914 3 8 CANALETA MEDIA CAÑA PREFABRICADA DE 15" C/EXCAVACI M 12.37 12.4 12.49 12.54 12.59 12.45 12.42 12.51 12.58 12.39 12.41 12.37 12.47 12.57 12.49 12.41 12.54 12.55 12.47 12.49 12.52 12.58 12.57 12.64 12.58 12.52 12.4 12.4914 3 9 Canaleta trapezoidal de 1.0 X 0.7 mts. de piedra repellada. M 56 56.1 56.54 56.77 56.99 56.33 56.23 56.63 56.92 56.07 56.17 56 56.44 56.89 56.51 56.18 56.74 56.79 56.42 56.55 56.66 56.94 56.88 57.23 56.91 56.67 56.12 56.5114 3 10 CANALETA TRAPEZOIDAL DE 0.9 A 0.4 DE ANCHO Y H=0.4. PIEDRA 10CM. M 28.3 28.36 28.56 28.68 28.8 28.48 28.41 28.61 28.76 28.35 28.38 28.3 28.52 28.75 28.55 28.38 28.67 28.71 28.51 28.58 28.62 28.77 28.75 28.9 28.76 28.64 28.36 28.5614 3 11 CANAL DE CONCRETO MEDIA CAÑA ANCHO=45CM Y H=28CM. M 20.08 20.12 20.27 20.34 20.42 20.2 20.15 20.31 20.4 20.1 20.13 20.08 20.22 20.39 20.26 20.14 20.34 20.36 20.22 20.27 20.32 20.41 20.39 20.51 20.39 20.32 20.12 20.2614 3 12 Canal de aguas lluvias de 50X50 base y paredra. c/ rejilla Ho. #8"@10 cms M 114.6 114.8 115.68 116.15 116.59 115.27 115.06 115.86 116.45 114.74 114.94 114.6 115.48 116.4 115.61 114.96 116.09 116.19 115.45 115.69 115.92 116.49 116.36 117.07 116.43 115.94 114.83 115.6314 3 13 DISIPADOR DE 0.8X0.55 BASE DE PIEDRA E=0.25M+CONCRETO 180 E=0.05 PAREDES DE BLOQUE 15 M 78.2 78.29 78.93 79.22 79.57 78.64 78.47 79.07 79.48 78.27 78.37 78.2 78.78 79.42 78.86 78.41 79.21 79.28 78.77 78.93 79.1 79.51 79.39 79.86 79.44 79.1 78.32 78.8614 3 14 Hechura de canaleta ( A=1.60H= 1.40) emplantillada con piedra cuerta repellada y pulida Incluye pa M 401.6 402.32 405.45 407.09 408.67 403.98 403.24 406.09 408.19 402.12 402.84 401.6 404.74 407.99 405.22 402.88 406.89 407.25 404.62 405.5 406.29 408.31 407.87 410.39 408.11 406.37 402.44 405.2514 3 15 Hechura de canaleta ( A=1.60H= 1.40) emplantillada con piedra cuerta repellada y pulida Incluye p M 190.02 190.36 191.84 192.61 193.37 191.15 190.79 192.14 193.14 190.26 190.6 190.02 191.5 193.05 191.73 190.62 192.52 192.69 191.45 191.86 192.24 193.2 192.99 194.17 193.1 192.27 190.41 191.7514 3 17 Canaleta en "V" B=1.00 A=0.30 mts c/ piedra cuarta y superficie termina E= 2 CMS M 29.03 29.08 29.31 29.42 29.55 29.21 29.14 29.36 29.52 29.07 29.12 29.03 29.26 29.5 29.3 29.12 29.41 29.43 29.26 29.32 29.37 29.53 29.5 29.66 29.51 29.37 29.09 29.314 3 18 CANALETA TRAPEZOIDAL DE PIEDRA DE 060X035MTS M 19.71 19.74 19.9 19.98 20.06 19.83 19.79 19.93 20.03 19.73 19.77 19.71 19.86 20.02 19.89 19.77 19.97 19.99 19.86 19.9 19.94 20.04 20.02 20.14 20.03 19.94 19.75 19.8914 3 19 CANALETA TRAPEZOIDAL DE PIEDRA DE 0.65X0.35MTS M 20.22 20.26 20.41 20.5 20.58 20.34 20.3 20.45 20.55 20.25 20.28 20.22 20.38 20.54 20.4 20.28 20.49 20.5 20.37 20.42 20.46 20.56 20.54 20.66 20.55 20.46 20.26 20.414 3 20 Canaleta de A.LL. en "U" de 50x30 cms. c/pretil de ladrillo de barro a ambos lados M 41.94 42.04 42.37 42.51 42.68 42.2 42.11 42.44 42.63 42.02 42.05 41.94 42.3 42.62 42.35 42.06 42.48 42.55 42.3 42.37 42.46 42.64 42.61 42.84 42.63 42.46 42.04 42.3514 3 21 Canaleta de A.LL. de 60x60 cms. mamposteria de piedra. Mortero 1:3 M 38.12 38.19 38.47 38.61 38.75 38.34 38.27 38.52 38.71 38.17 38.23 38.12 38.4 38.69 38.45 38.24 38.6 38.63 38.39 38.47 38.54 38.72 38.68 38.91 38.7 38.55 38.2 38.4514 3 22 CANALETA EN "V" 0.7 X 0.57 Incluye relleno compactado con tierra blanca M 21.54 21.58 21.75 21.84 21.92 21.67 21.63 21.78 21.9 21.57 21.61 21.54 21.71 21.89 21.74 21.61 21.83 21.85 21.71 21.75 21.79 21.9 21.88 22.01 21.89 21.8 21.59 21.7414 3 23 Canaleta tipo gradas disipadoras cama de piedra y paredes de ladrillo de barro M 68.34 68.49 69.02 69.33 69.65 68.76 68.61 69.16 69.54 68.45 68.53 68.34 68.92 69.49 68.99 68.56 69.3 69.36 68.86 69.03 69.18 69.58 69.45 69.9 69.52 69.18 68.5 68.9914 3 24 CANALETA MEDIA CAÑA DE MAMPOSTERIA DE PIEDRA D=0.6 ; H=0.3 M 22.42 22.46 22.64 22.73 22.82 22.56 22.51 22.67 22.79 22.45 22.49 22.42 22.6 22.78 22.62 22.49 22.72 22.74 22.59 22.64 22.69 22.8 22.77 22.91 22.79 22.69 22.47 22.6314 3 25 CANAELTA MEDIA CAÑA DE MANPOSTERIA DE PIEDRA D=0.4; H=0.2 M 12.96 12.98 13.08 13.14 13.19 13.03 13.01 13.1 13.17 12.97 13 12.96 13.06 13.16 13.07 13 13.13 13.14 13.06 13.08 13.11 13.17 13.16 13.24 13.17 13.11 12.98 13.0814 3 26 Cuneta en V 0.4x0.85 concreto f´c = 180 Kg/cm2 M 17.52 17.55 17.68 17.74 17.81 17.62 17.59 17.7 17.79 17.54 17.57 17.52 17.65 17.78 17.67 17.57 17.73 17.75 17.64 17.68 17.71 17.79 17.77 17.87 17.78 17.71 17.55 17.6714 3 27 Canaleta de mamposteria afinada y repellada de 0.3x0.35m (interno) mortero 1:3 M 22.52 22.56 22.73 22.81 22.9 22.65 22.61 22.76 22.87 22.55 22.59 22.52 22.69 22.86 22.71 22.59 22.8 22.82 22.68 22.73 22.77 22.88 22.85 22.99 22.87 22.78 22.57 22.7214 3 28 Canaleta de mamposteria repellada y afinada 0.6x0.6 (interno) mortero 1:3 M 32.63 32.69 32.94 33.07 33.2 32.82 32.77 32.99 33.16 32.68 32.73 32.63 32.88 33.14 32.92 32.74 33.06 33.09 32.88 32.95 33.01 33.17 33.13 33.34 33.15 33.02 32.7 32.9314 3 29 Disipador de mamposteria de piedra ancho cama de agua 0.7m largo 6.0 m M3 96.41 96.59 97.34 97.73 98.11 96.98 96.81 97.49 97.99 96.54 96.71 96.41 97.17 97.95 97.28 96.72 97.69 97.77 97.14 97.35 97.54 98.02 97.92 98.52 97.98 97.56 96.62 97.2914 3 30 Canaleta trapezoidal de 40 a 20 cm con H=40cm mamposteria mortero 1:4 E=18cm M 26.9 26.95 27.16 27.27 27.37 27.06 27.01 27.2 27.34 26.93 26.98 26.9 27.11 27.33 27.14 26.98 27.25 27.28 27.1 27.16 27.21 27.35 27.32 27.49 27.33 27.22 26.95 27.1414 3 31 Canaleta forjada de piedra forma rectangular-triangular (0.5x0.13)+(0.08x0.25) M 12.03 12.05 12.15 12.2 12.24 12.1 12.08 12.17 12.23 12.05 12.07 12.03 12.13 12.22 12.14 12.07 12.19 12.2 12.12 12.15 12.17 12.23 12.22 12.3 12.23 12.17 12.06 12.1414 3 32 Canaleta forjada de piedra rectangular triangular (0.8x0.13)+(0.08x0.4) M 12.91 12.93 13.04 13.09 13.14 12.99 12.96 13.06 13.12 12.93 12.95 12.91 13.01 13.12 13.03 12.95 13.08 13.09 13.01 13.04 13.06 13.13 13.11 13.19 13.12 13.07 12.94 13.0314 3 33 Canaleta media caña ancho=0.70m emplantillado piedra concreto 1:2:3 repello mort. 1:3 M 10.48 10.5 10.58 10.62 10.66 10.54 10.52 10.6 10.65 10.49 10.51 10.48 10.56 10.65 10.57 10.51 10.62 10.63 10.56 10.58 10.6 10.65 10.64 10.71 10.65 10.6 10.5 10.5714 3 34 CANALETA TRAPEZOIDAL DE MAMPOSTERÍA SUPERFICIE TERMINADA B=1.10 M b=0.80 h=0.62 M M 49.61 49.7 50.08 50.29 50.48 49.9 49.81 50.16 50.42 49.67 49.76 49.61 50 50.4 50.05 49.77 50.26 50.31 49.98 50.09 50.19 50.44 50.38 50.69 50.41 50.2 49.71 50.0614 3 35 CANALETA DE AGUAS LLUVIAS 0.80X0.40 m; PARED DE LADRILLO P/LAZO; REPELLO 1:4 M 47.49 47.57 47.96 48.15 48.37 47.8 47.66 48.06 48.33 47.56 47.62 47.49 47.85 48.28 47.91 47.63 48.14 48.2 47.85 47.96 48.08 48.34 48.22 48.56 48.3 48.08 47.58 47.9114 3 36 CANALETA DE AGUAS LLUVIAS 0.60X0.40 m; PARED DE LADRILLO P/LAZO; REPELLO 1:4 M 42.63 42.7 43.05 43.22 43.41 42.9 42.78 43.15 43.38 42.69 42.75 42.63 42.94 43.33 43 42.76 43.21 43.26 42.94 43.05 43.17 43.4 43.28 43.59 43.35 43.17 42.71 4314 3 37 LOSETA DE CONCRETO ARMADO SOBRE CANALETA M2 95.78 95.95 96.7 97.08 97.46 96.34 96.17 96.85 97.35 95.9 96.07 95.78 96.53 97.3 96.64 96.08 97.04 97.12 96.5 96.71 96.89 97.38 97.27 97.87 97.33 96.91 95.97 96.6514 3 38 CANALETA TIPO GRADAS DISIPADORAS DE MAMPOSTERÍA DE PIEDRA PROP 1:4 M 53.81 53.91 54.33 54.55 54.76 54.13 54.03 54.42 54.7 53.88 53.98 53.81 54.23 54.67 54.3 53.98 54.52 54.57 54.22 54.34 54.44 54.71 54.65 54.99 54.69 54.45 53.93 54.314 3 39 Canaleta de A.LL. de 0.40 mts de ancho interno con bloque saltex de 15x20x40 con parrilla de angulo M 99.78 99.93 100.71 101.14 101.53 100.31 100.17 100.88 101.37 99.88 100.04 99.78 100.54 101.31 100.64 100.04 101.06 101.18 100.51 100.71 100.92 101.4 101.3 102 101.34 100.94 99.97 100.6614 3 40 Canaleta de A.LL. de 0.33 mts. de ancho interno con bloque saltex de 15x20x40 con parrilla de angulo M 93.4 93.53 94.28 94.67 95.02 93.89 93.76 94.44 94.89 93.5 93.64 93.4 94.1 94.85 94.21 93.64 94.59 94.7 94.06 94.28 94.48 94.92 94.83 95.47 94.87 94.49 93.57 94.2314 3 41 Canaleta de ALL en U de mamp de piedra cuarta b=0.30 h=0.40 e=0.15 (Incluye repello en interior) M 21.18 21.22 21.37 21.46 21.55 21.3 21.25 21.41 21.52 21.2 21.24 21.18 21.33 21.51 21.36 21.24 21.45 21.46 21.33 21.38 21.43 21.53 21.5 21.63 21.52 21.43 21.22 21.3714 3 42 CANALETA MAMPOSTERÍA DE PIEDRA 0.60X0.65 PARRILLA ÁNG 2X2X1/4" HoGo ø1 1/2" T/M M 128.58 128.81 129.8 130.33 130.85 129.33 129.07 129.99 130.7 128.74 128.96 128.58 129.57 130.64 129.73 128.97 130.27 130.36 129.54 129.82 130.08 130.73 130.59 131.34 130.68 130.11 128.84 129.7414 3 43 Canaleta trapezoidal 0.35 a 0.50 h=0.30m espesor=20cm Con mamp de piedra cuarta (Inc exc y trazo) M 30.3 30.36 30.57 30.72 30.82 30.47 30.42 30.63 30.79 30.33 30.39 30.3 30.53 30.78 30.56 30.39 30.7 30.72 30.51 30.58 30.65 30.8 30.77 30.96 30.79 30.65 30.36 30.5714 3 44 Canaleta en V h=0.06m ancho=0.60 con superficie repellada y forjada en piedra (inc exc y trazo) M 13.66 13.69 13.77 13.82 13.9 13.74 13.71 13.8 13.89 13.67 13.69 13.66 13.75 13.88 13.77 13.69 13.81 13.83 13.75 13.78 13.8 13.89 13.86 13.94 13.88 13.8 13.69 13.7714 3 45 Canaleta media caña de concreto simple de 12" (Incluye trazo excavación y relleno comp con SC 20:1) M 18.53 18.57 18.71 18.79 18.86 18.62 18.61 18.75 18.84 18.56 18.58 18.53 18.67 18.83 18.7 18.58 18.77 18.8 18.66 18.71 18.75 18.84 18.82 18.93 18.84 18.76 18.57 18.71

14 3 46 Canaleta tipo grada disipadora ancho=3.50m e=0.35m (Huella 1 m contrahuella 0.40m rep y afinada) M 103.23 103.41 104.18 104.59 105.06 103.84 103.6 104.35 104.94 103.34 103.49 103.23 104 104.89 104.12 103.49 104.54 104.65 103.97 104.21 104.42 104.97 104.83 105.44 104.91 104.42 103.42 104.1414 3 47 Canaleta en V h=0.45m a=0.90mt e=0.10 (concreto simple f'c=210Kgf/cm2 ) M 32.42 32.46 32.72 32.85 32.98 32.61 32.54 32.78 32.94 32.45 32.5 32.42 32.67 32.93 32.7 32.5 32.84 32.87 32.67 32.72 32.8 32.95 32.92 33.11 32.94 32.8 32.47 32.7114 3 48 Canaleta en V h=0.45m a=1.20m e=0.10 (concreto simple f'c=210Kgf/cm2 ) M 36.68 36.75 37.03 37.19 37.33 36.91 36.83 37.1 37.29 36.73 36.79 36.68 36.98 37.28 37.01 36.79 37.18 37.21 36.97 37.05 37.12 37.3 37.25 37.48 37.28 37.12 36.76 37.0214 3 49 Canaleta en L de h=0.60 y b=0.80 e=0.20mts (mamposteria de piedra incluye repello y afinado) M 30.64 30.68 30.94 31.06 31.2 30.83 30.73 31 31.17 30.67 30.7 30.64 30.89 31.14 30.92 30.7 31.05 31.08 30.88 30.94 31.02 31.18 31.12 31.3 31.15 31.02 30.68 30.9214 3 50 Canaleta en V h=0.04m ancho=0.50 con superficie repellada y forjada en piedra (inc exc y trazo) M 12.98 13 13.09 13.13 13.2 13.04 13.03 13.11 13.19 12.99 13.01 12.98 13.06 13.18 13.08 13.01 13.12 13.14 13.05 13.1 13.11 13.19 13.17 13.25 13.19 13.11 13 13.0814 3 51 Canaleta en V de h=0.20 y b=0.50 e=0.10mts Concreto f'c=210 Kgf/cm2 M 16.87 16.9 17.03 17.09 17.16 16.97 16.94 17.06 17.15 16.89 16.93 16.87 17 17.14 17.02 16.93 17.09 17.1 16.99 17.04 17.06 17.15 17.13 17.24 17.15 17.07 16.9 17.0214 3 52 Canaleta de ALL en U con área hidráulica 15x40 con ref 6#3+G#3@0.20m; f´c=210Kg/cm2 y fy=2800kg/cm2 M 29.94 29.99 30.21 30.34 30.46 30.12 30.05 30.26 30.43 29.97 30.02 29.94 30.16 30.41 30.2 30.02 30.32 30.36 30.15 30.23 30.28 30.43 30.41 30.58 30.41 30.28 29.99 30.214 3 53 Canaleta ALL área hidráulica 15x60 ref elect 6/6 conc 210 y acero G40 Inc piedra bola rep y afinad M 26.33 26.37 26.57 26.68 26.81 26.5 26.42 26.62 26.79 26.36 26.39 26.33 26.54 26.77 26.57 26.39 26.68 26.71 26.53 26.57 26.63 26.79 26.75 26.91 26.77 26.64 26.38 26.5714 3 54 Canaleta ALL en U área hidráulica 15x60 ref elect 6/6 f'c=210Kg/cm2 y fy=2800kg/cm2 Inc parrilla de ángulo de 2"x1/8" con ace M 82.2 82.32 82.9 83.23 83.55 82.64 82.48 83.04 83.47 82.28 82.41 82.2 82.79 83.41 82.87 82.41 83.2 83.27 82.75 82.91 83.07 83.48 83.39 83.88 83.43 83.09 82.33 82.8814 3 55 Canaleta en "L" de h=0.32 y b=0.40 e=0.10mts forjada con mampostería de piedra cuarta Mort 1:4 M 6.95 6.97 7.02 7.04 7.08 7 6.99 7.03 7.07 6.96 6.98 6.95 7.01 7.07 7.01 6.98 7.04 7.06 7.01 7.02 7.03 7.07 7.07 7.1 7.07 7.03 6.97 7.0214 3 56 Canaleta triangular de 1.30mx0.50 Revestida con mampostería de piedra e=10 cms M 15.18 15.22 15.33 15.4 15.45 15.28 15.26 15.36 15.44 15.21 15.23 15.18 15.31 15.43 15.32 15.23 15.39 15.41 15.3 15.33 15.37 15.44 15.43 15.52 15.43 15.37 15.22 15.3214 3 57 Canaleta rectangular con área hidráulica 50x55 forjada c/mamp piedra e=20cms incluye excavación M 36.49 36.56 36.83 37 37.13 36.71 36.64 36.89 37.08 36.53 36.61 36.49 36.77 37.07 36.82 36.61 36.97 37.01 36.76 36.84 36.91 37.1 37.05 37.29 37.08 36.91 36.57 36.8214 3 58 Canaleta trapezoidal de 60 a 70 cms X 25 cms de profundidad forjada c/mampostería de piedra e=15cms M 15.32 15.35 15.47 15.53 15.59 15.41 15.38 15.49 15.57 15.34 15.37 15.32 15.44 15.57 15.46 15.37 15.52 15.54 15.44 15.47 15.5 15.58 15.56 15.66 15.57 15.5 15.35 15.4614 3 59 Canal ALL 0.50x0.95 Forjado c/mamp piedra Inc solera conc y parrilla met c/HoGo 3 liviano y L3x1/4" M 238.66 239.08 240.84 241.81 242.72 240.01 239.61 241.23 242.45 238.93 239.35 238.66 240.44 242.33 240.73 239.39 241.66 241.89 240.39 240.89 241.36 242.54 242.26 243.74 242.38 241.38 239.15 240.7514 3 60 Canaleta trapezoidal de 30 a 50 cm H=15cm forjada c/mampostería de piedra e=10cms rep y afinada M 11.85 11.87 11.96 12.01 12.08 11.94 11.9 11.98 12.06 11.86 11.88 11.85 11.95 12.05 11.96 11.88 12.01 12.01 11.95 11.97 12 12.06 12.04 12.11 12.06 12 11.88 11.9614 3 61 Canaleta trapezoidal de 0.60 a 1.0m h=0.40m forjada con mampostería de piedra e=0.20 Mortero 1:3 M 31.25 31.31 31.54 31.68 31.81 31.44 31.38 31.6 31.78 31.29 31.34 31.25 31.49 31.75 31.53 31.34 31.66 31.69 31.48 31.54 31.62 31.78 31.74 31.93 31.76 31.62 31.32 31.5314 3 62 canaleta rectangular de concreto M 43.96 44.04 44.38 44.56 44.73 44.22 44.14 44.45 44.68 44.02 44.1 43.96 44.3 44.66 44.36 44.1 44.54 44.58 44.29 44.39 44.47 44.69 44.65 44.92 44.67 44.48 44.05 44.3614 3 63 Canaleta ALL media caña ancho=0.35 y H=0.15m concr f'c=140 Kg/cm2 e=5 cms s/mampostería de piedra M 17.98 18.02 18.14 18.23 18.29 18.08 18.05 18.18 18.28 18.01 18.04 17.98 18.13 18.27 18.14 18.04 18.22 18.23 18.13 18.15 18.2 18.29 18.27 18.38 18.27 18.2 18.02 18.1414 3 64 Canaleta ALL media caña ancho=0.25 y H=0.08m concr f'c=210 Kg/cm2 e=5 cms s/mampostería de piedra M 12.63 12.64 12.75 12.8 12.84 12.7 12.67 12.77 12.82 12.64 12.65 12.63 12.72 12.82 12.75 12.65 12.79 12.8 12.72 12.75 12.77 12.83 12.82 12.89 12.82 12.77 12.65 12.7514 3 65 Canaleta trapezoidal 0.30 a 0.60 h=0.30m espesor=15cm forjada con mampostería de piedra cuarta M 17.65 17.69 17.81 17.89 17.96 17.76 17.73 17.85 17.94 17.67 17.71 17.65 17.79 17.93 17.81 17.71 17.89 17.9 17.78 17.82 17.86 17.95 17.93 18.04 17.94 17.87 17.7 17.8114 3 66 Canaleta trapezoidal 0.30 a 0.60 h=0.40m espesor=15cm forjada con mampostería de piedra cuarta M 23.47 23.52 23.69 23.79 23.9 23.61 23.57 23.74 23.87 23.5 23.54 23.47 23.65 23.86 23.68 23.54 23.78 23.81 23.65 23.69 23.75 23.87 23.85 24 23.86 23.75 23.52 23.6814 3 67 Canaleta trapezoidal de 0.50 a 1.20m H=0.70m con mamp de piedra cuarta repellada con mortero 1:3 M 46.58 46.67 47.01 47.22 47.4 46.85 46.75 47.09 47.35 46.63 46.72 46.58 46.94 47.32 46.99 46.72 47.19 47.23 46.93 47.01 47.12 47.36 47.31 47.61 47.34 47.13 46.68 46.9914 3 68 Canaleta trapezoidal 0.40 a 0.60 h=0.50m espesor=15cm forjada con mampostería de piedra cuarta M 31.87 31.94 32.17 32.3 32.43 32.06 32.01 32.23 32.39 31.89 31.98 31.87 32.12 32.37 32.15 31.98 32.29 32.32 32.11 32.18 32.26 32.4 32.36 32.57 32.39 32.26 31.95 32.1614 3 69 Canaleta media caña con tubo de concreto de 30" de diámetro M 38.56 38.63 38.93 39.08 39.22 38.78 38.72 38.99 39.18 38.61 38.69 38.56 38.86 39.17 38.91 38.69 39.06 39.1 38.85 38.93 39 39.19 39.16 39.4 39.18 39.01 38.65 38.9114 3 70 Canaleta en V H=0.40 B=0.60m forjada c/mampostería de piedra e=0.15m (Mortero 1:3) M 22.25 22.29 22.46 22.55 22.64 22.38 22.34 22.5 22.61 22.27 22.31 22.25 22.42 22.6 22.45 22.32 22.54 22.56 22.41 22.46 22.51 22.62 22.59 22.73 22.61 22.51 22.29 22.4514 3 71 Canaleta triangular H=0.40 A=0.80M forjada con mamp de piedra e=20cms inc rep afinado y SC al 3% M 48.6 48.68 49.06 49.25 49.47 48.88 48.78 49.13 49.4 48.66 48.72 48.6 48.98 49.38 49.04 48.73 49.21 49.28 48.98 49.06 49.15 49.41 49.37 49.67 49.39 49.16 48.68 49.0414 3 72 Canaleta 70x85 cms (medidas internas) forjada c/mampostería de piedra e=20cms repellado y afinado. M 60.96 61.06 61.53 61.77 62.05 61.33 61.16 61.64 61.99 61.03 61.11 60.96 61.42 61.94 61.49 61.11 61.75 61.82 61.41 61.55 61.67 62 61.92 62.26 61.96 61.69 61.07 61.4914 3 73 Canaleta 70x105 cms (medidas internas) forjada c/mampostería de piedra e=20cms repellado y afinado M 65.74 65.84 66.36 66.61 66.91 66.14 65.95 66.48 66.85 65.81 65.9 65.74 66.23 66.79 66.32 65.9 66.59 66.67 66.22 66.38 66.51 66.86 66.77 67.13 66.81 66.53 65.85 66.3214 3 74 Canaleta 50x30 cms (medidas internas) forjada c/mampostería de piedra e=15cms repellado y afinado. M 24.65 24.68 24.87 24.97 25.08 24.79 24.72 24.93 25.06 24.67 24.7 24.65 24.83 25.05 24.86 24.7 24.97 24.98 24.83 24.88 24.94 25.06 25.02 25.17 25.05 24.94 24.68 24.8614 3 75 Canaleta trapezoidal de 30 a 50 cm H=20cm forjada c/concreto f'c=180Kg/cm2 e=10cms M3 182.66 182.97 184.36 185.05 185.8 183.71 183.37 184.64 185.57 182.88 183.19 182.66 184.03 185.5 184.27 183.22 184.97 185.16 183.99 184.38 184.71 185.64 185.41 186.52 185.55 184.74 183.04 184.2814 3 76 Canaleta media caña ancho=0.80m h=0.14m forjada c/mampostería de piedra e=15 cms y 5 de concr 210 M 19.87 19.9 20.05 20.14 20.21 19.99 19.94 20.08 20.19 19.9 19.93 19.87 20.01 20.18 20.03 19.93 20.13 20.14 20 20.06 20.1 20.19 20.18 20.31 20.19 20.1 19.9 20.0314 3 77 Canaleta rectangular desde 20x20 hasta 40x40 c/espesor de 20cm forjada c/mamp piedra inc rep/pulid M3 110.17 110.36 111.22 111.66 112.14 110.84 110.55 111.43 112.03 110.3 110.45 110.17 111.02 111.96 111.15 110.45 111.62 111.72 111 111.24 111.48 112.05 111.91 112.54 111.99 111.5 110.38 111.1614 3 78 Canaleta en V de h=0.20 y b=0.90 e=0.10mts Concreto f'c=210 Kgf/cm2 incluye repellado M 16.91 16.94 17.08 17.15 17.22 17.01 16.98 17.1 17.19 16.93 16.97 16.91 17.05 17.18 17.07 16.97 17.14 17.15 17.05 17.08 17.11 17.2 17.17 17.29 17.18 17.11 16.95 17.0714 3 79 Canaleta ALL área hidráulica 15x100 ref elect 6/6 conc 210 y acero G40 Inc piedra bola rep y afin. M 38.18 38.23 38.55 38.7 38.89 38.42 38.33 38.6 38.85 38.22 38.27 38.18 38.48 38.84 38.53 38.28 38.7 38.75 38.47 38.56 38.61 38.85 38.79 39.03 38.84 38.63 38.26 38.5414 3 80 Canaleta ALL en U área hidráulica 15x100 ref elect 6/6 conc 210 kg/cm2 y fy=2800kg/cm2 Inc parrilla M 119.19 119.36 120.22 120.69 121.16 119.83 119.6 120.41 121.04 119.31 119.49 119.19 120.05 120.98 120.16 119.49 120.65 120.75 119.99 120.22 120.46 121.05 120.93 121.64 121 120.49 119.38 120.1814 3 81 Canaleta de 40x40 Forjada con mampostería de piedra c/mortero 1:3 y repello en caras internas M 29.9 29.96 30.19 30.31 30.43 30.08 30.02 30.24 30.39 29.94 29.99 29.9 30.14 30.38 30.17 30 30.3 30.32 30.13 30.19 30.25 30.4 30.37 30.56 30.39 30.26 29.96 30.1714 3 82 Canaleta trapezoidal 0.30 a 0.60 h=0.50m forjada con mampostería de piedra cuarta M 26.12 26.17 26.36 26.47 26.57 26.27 26.22 26.41 26.55 26.14 26.2 26.12 26.32 26.53 26.35 26.2 26.46 26.48 26.31 26.36 26.43 26.55 26.53 26.69 26.54 26.43 26.18 26.3514 3 83 Canaleta de ALL área hidráulica 75x25 cm ref en base #2@0.20m A.S; f'c=180Kg/cm2; pared bloque 10 M 31.31 31.36 31.61 31.7 31.87 31.5 31.42 31.64 31.84 31.33 31.38 31.31 31.55 31.82 31.59 31.39 31.7 31.74 31.55 31.61 31.68 31.84 31.79 31.98 31.83 31.68 31.37 31.5914 3 84 Canaleta de ALL de 1x1 área hidraulica; forjada con mampostería de piedra cuarta e=0.20m rep y afi M 80.2 80.32 80.94 81.26 81.63 80.68 80.45 81.1 81.56 80.27 80.39 80.2 80.81 81.5 80.89 80.39 81.22 81.31 80.79 80.95 81.14 81.57 81.45 81.93 81.53 81.15 80.34 80.914 3 85 Canaleta de ALL de 1x1 área hidraulica; forjada c/mamp de bloque de 20; base c/ref e=0.2 rep y afi M 231.46 231.79 233.63 234.6 235.52 232.76 232.29 234.03 235.27 231.7 232.06 231.46 233.23 235.08 233.46 232.14 234.49 234.7 233.19 233.66 234.1 235.36 235.02 236.55 235.2 234.14 231.86 233.514 3 86 Canaleta rectangular de 0.70x0.30m forjada con mamp de piedra e=15 cm inc rep en paredes M 30.14 30.2 30.42 30.55 30.67 30.33 30.25 30.48 30.65 30.17 30.22 30.14 30.38 30.62 30.41 30.22 30.54 30.57 30.37 30.43 30.51 30.65 30.61 30.81 30.63 30.51 30.2 30.4214 3 87 Canaleta rectangular de 0.70x0.45m forjada con mamp de piedra e=15 cm inc rep en paredes M 35.42 35.48 35.76 35.89 36.05 35.64 35.54 35.81 36.02 35.45 35.51 35.42 35.69 35.98 35.73 35.51 35.88 35.92 35.69 35.76 35.84 36.03 35.97 36.2 35.99 35.84 35.49 35.7414 3 88 Canaleta rectangular de 0.70x0.65m forjada con mamp de piedra e=15 cm inc rep en paredes M 42.46 42.53 42.86 43.03 43.22 42.72 42.6 42.94 43.19 42.5 42.56 42.46 42.78 43.14 42.83 42.56 43.02 43.06 42.78 42.86 42.97 43.2 43.12 43.4 43.15 42.98 42.54 42.8414 3 89 Canaleta rectangular de 0.30x0.30m con ref #2@0.20m A. S. f'c=210Kg/cm2 e=7cm incl rep y pulido M 28.83 28.84 29.07 29.19 29.33 28.98 28.91 29.12 29.29 28.84 28.87 28.83 29.05 29.27 29.06 28.87 29.18 29.19 29.01 29.07 29.13 29.3 29.26 29.44 29.28 29.14 28.84 29.0614 3 90 Canaleta rectangular de 0.35x0.35m con ref #2@0.20m A. S. f'c=210Kg/cm2 e=7cm incl rep y pulido M 32.21 32.23 32.5 32.63 32.77 32.4 32.3 32.56 32.73 32.22 32.28 32.21 32.46 32.73 32.48 32.28 32.63 32.64 32.44 32.5 32.58 32.73 32.71 32.91 32.73 32.58 32.23 32.4914 3 91 Canaleta de aguas lluvias concreto simple e=5cm f'c=210 Kg/cm2 M 25.9 25.95 26.15 26.26 26.36 26.06 26.01 26.19 26.33 25.94 25.98 25.9 26.11 26.32 26.14 25.99 26.24 26.27 26.1 26.15 26.21 26.34 26.31 26.47 26.32 26.21 25.96 26.1414 3 92 Canaleta 100x70 cms (medidas internas) forjada c/mampostería de piedra e=20cms repellado y afinado M 64.07 64.16 64.64 64.91 65.2 64.45 64.26 64.77 65.13 64.13 64.22 64.07 64.54 65.09 64.61 64.22 64.89 64.94 64.53 64.67 64.81 65.15 65.07 65.42 65.1 64.83 64.17 64.6214 3 93 Canaleta rectangular 0.55x0.40m; ref #3@0.20m A. S. f'c=210Kg/cm2 e=10cm incl rep pulido y enc M 60.97 61.06 61.55 61.8 62.02 61.3 61.2 61.67 61.95 61.03 61.15 60.97 61.42 61.92 61.51 61.15 61.77 61.82 61.42 61.55 61.68 61.98 61.9 62.29 61.92 61.68 61.07 61.5214 3 94 Canaleta rectangular 0.47x0.40m; ref #3@0.20m A. S. f'c=210Kg/cm2 e=10cm incl rep pulido y enc M 59.13 59.22 59.68 59.93 60.15 59.46 59.35 59.79 60.09 59.18 59.3 59.13 59.57 60.06 59.65 59.3 59.92 59.95 59.55 59.68 59.8 60.12 60.03 60.4 60.07 59.8 59.24 59.6614 3 95 Canaleta de ALL 0.50x(0.29-0.45)m; ref #3@0.20m A. S. f'c=210Kg/cm2 e=10cm incl rep pul y enc M 58.44 58.53 58.99 59.23 59.45 58.75 58.65 59.11 59.37 58.49 58.6 58.44 58.88 59.35 58.96 58.6 59.21 59.25 58.86 58.99 59.11 59.42 59.34 59.71 59.36 59.12 58.55 58.9714 3 96 Canaleta trapezoidal de 0.30 a 1.30m x 0.40m de altura forjada c/mamp de piedra e=0.10m; inc rep M 33.81 33.88 34.13 34.27 34.42 34.02 33.96 34.19 34.37 33.85 33.93 33.81 34.07 34.35 34.12 33.93 34.25 34.27 34.06 34.13 34.21 34.38 34.35 34.58 34.36 34.22 33.88 34.1214 3 97 Canaleta triángular de 0.40x0.13m forjada con mampostería de piedra e=0.10m incluye repello de 0.02m M 11.67 11.68 11.78 11.82 11.87 11.74 11.71 11.79 11.86 11.67 11.71 11.67 11.75 11.84 11.76 11.71 11.81 11.82 11.75 11.78 11.79 11.86 11.84 11.92 11.86 11.79 11.68 11.7614 3 98 Canaleta rectangular de 0.90x0.40m base de piedra cuarta y conc e=0.05m paredes de ladrillo de obra p/lazo; incluye repello y afi M 45.88 45.96 46.32 46.49 46.7 46.17 46.09 46.38 46.66 45.94 46.01 45.88 46.22 46.62 46.3 46.02 46.48 46.53 46.22 46.32 46.42 46.68 46.61 46.9 46.65 46.42 45.98 46.314 3 99 Canaleta trapezoidal de 0.70 a 1.40m h=0.70m forjada con concreto f'c=210Kg/cm2 e=0.10m M 45.43 45.5 45.86 46.04 46.23 45.69 45.6 45.94 46.17 45.49 45.57 45.43 45.78 46.14 45.84 45.57 46.02 46.06 45.77 45.86 45.95 46.18 46.13 46.43 46.16 45.96 45.51 45.8514 3 100 Canaleta triángular de 0.34x0.10m forjada con mampostería de piedra e=0.10m incluye repello de 0.02m y pulido M 13.18 13.19 13.3 13.35 13.41 13.24 13.22 13.32 13.38 13.19 13.22 13.18 13.28 13.38 13.29 13.22 13.34 13.36 13.28 13.3 13.32 13.4 13.38 13.47 13.38 13.32 13.19 13.314 3 101 Canaleta triángular de 0.40x0.12m forjada con mampostería de piedra e=0.10m incluye repello de 0.02m y pulido M 14.66 14.67 14.79 14.85 14.9 14.74 14.72 14.81 14.89 14.67 14.71 14.66 14.77 14.88 14.79 14.71 14.84 14.85 14.77 14.8 14.82 14.9 14.88 14.97 14.88 14.82 14.68 14.7914 3 102 Canaleta triángular de base entre 0.30 a 0.40 y h entre 0.10 a 0.15m forjada con mampostería de piedra e=0.10m incluye repello M 18.14 18.17 18.33 18.39 18.46 18.25 18.21 18.36 18.44 18.17 18.21 18.14 18.29 18.42 18.31 18.21 18.39 18.39 18.29 18.33 18.36 18.45 18.42 18.54 18.43 18.36 18.18 18.3114 3 103 Canaleta triángular de 0.50x0.15m forjada con mampostería de piedra e=0.10m incluye repello de 0.02m y pulido M 17.06 17.08 17.23 17.28 17.35 17.15 17.13 17.24 17.33 17.08 17.11 17.06 17.18 17.32 17.2 17.11 17.28 17.29 17.18 17.23 17.25 17.34 17.32 17.43 17.33 17.25 17.09 17.2114 3 104 Canaleta triángular de 0.63x0.19m forjada con mampostería de piedra e=0.10m incluye repello de 0.02m y pulido M 18.88 18.9 19.06 19.12 19.21 18.97 18.95 19.08 19.18 18.89 18.94 18.88 19.02 19.16 19.05 18.94 19.12 19.13 19.02 19.06 19.09 19.2 19.16 19.28 19.18 19.1 18.91 19.0514 3 105 Canaleta triángular de base entre 0.50 a 0.60 y h entre 0.15 a 0.20m forjada con mampostería de piedra e=0.10m incluye repello M 17.66 17.69 17.84 17.9 17.97 17.75 17.73 17.86 17.94 17.67 17.72 17.66 17.8 17.94 17.82 17.72 17.9 17.9 17.8 17.84 17.86 17.96 17.94 18.04 17.94 17.86 17.69 17.8214 3 106 Canaleta tipo gradas disipadoras ancho=1.0m cama de piedra y paredes de bloque de concreto SF de 0.20x0.15 y SC de 0.15x0.10m M 91.54 91.69 92.47 92.82 93.16 92.1 91.88 92.6 93.05 91.69 91.79 91.54 92.25 92.99 92.4 91.81 92.79 92.84 92.2 92.47 92.64 93.1 92.94 93.51 93.02 92.66 91.69 92.4214 3 107 Canaleta media caña ancho=0.75m incluye emplantillado piedra repello mort. 1:3 inlcuye excavacion M 16.54 16.6 16.72 16.79 16.84 16.66 16.62 16.74 16.84 16.58 16.61 16.54 16.69 16.83 16.7 16.61 16.78 16.8 16.67 16.72 16.75 16.84 16.83 16.9 16.83 16.76 16.6 16.714 3 108 Canaleta trapezoidal 0.36 a 0.50 h=0.35m espesor=0.12m; forjada con mamp de piedra cuarta y repellada (Inc exc y trazo) M 25.52 25.56 25.75 25.85 25.98 25.67 25.6 25.8 25.95 25.55 25.59 25.52 25.7 25.94 25.74 25.59 25.84 25.88 25.7 25.75 25.81 25.95 25.93 26.09 25.95 25.81 25.56 25.7414 3 109 Canaleta rectangular de 0.50x0.70m; forjada con mampostería de piedra e=0.20m incluye repello y afinado. M 48.06 48.13 48.5 48.68 48.91 48.34 48.26 48.57 48.87 48.11 48.19 48.06 48.42 48.84 48.48 48.19 48.66 48.71 48.4 48.51 48.6 48.88 48.83 49.11 48.86 48.61 48.15 48.4914 3 110 Canaleta triángular de base entre 0.40 a 0.50 y h entre 0.10 a 0.15m forjada con mampostería de piedra e=0.10m incluye repello M 18.25 18.28 18.44 18.5 18.57 18.36 18.32 18.47 18.56 18.28 18.32 18.25 18.4 18.54 18.42 18.32 18.5 18.5 18.38 18.44 18.47 18.57 18.54 18.66 18.55 18.47 18.28 18.4214 3 111 Canaleta trapezoidal de 0.20 a 0.30 m h=0.15m forjada c/mampostería de piedra e=10cms rep y afinada M 11.61 11.61 11.72 11.76 11.82 11.67 11.66 11.73 11.81 11.61 11.65 11.61 11.7 11.81 11.71 11.65 11.76 11.76 11.7 11.72 11.73 11.82 11.81 11.87 11.81 11.73 11.62 11.7114 4 1 M 3.81 3.82 3.85 3.86 3.88 3.83 3.83 3.85 3.87 3.82 3.82 3.81 3.84 3.87 3.85 3.82 3.86 3.86 3.84 3.85 3.86 3.87 3.87 3.89 3.87 3.86 3.82 3.8514 4 2 GANCHOS P/CANAL DE A.LL. HO.Í3/8" @ 50 CMS M 6.61 6.62 6.67 6.7 6.72 6.65 6.63 6.68 6.72 6.62 6.63 6.61 6.66 6.71 6.67 6.63 6.7 6.7 6.66 6.67 6.69 6.72 6.71 6.75 6.71 6.69 6.62 6.6714 4 3 BAJADA DE A.LL. P.V.C. 4" 100PSI C/ACCESORIOS M 10.11 10.13 10.21 10.25 10.29 10.17 10.15 10.23 10.28 10.13 10.14 10.11 10.19 10.27 10.2 10.15 10.25 10.26 10.19 10.21 10.23 10.28 10.27 10.33 10.28 10.23 10.13 10.2114 4 4 BAJADA DE AGUAS LL.DE LAM.GALV.21/2"X5"CINCHO 0.8M M 16.82 16.85 16.98 17.05 17.12 16.92 16.89 17.01 17.1 16.84 16.87 16.82 16.95 17.09 16.97 16.88 17.04 17.06 16.95 16.98 17.02 17.1 17.08 17.19 17.09 17.02 16.86 16.9714 4 5 CANAL DE AGUAS LL. A=25CMS;H=20CMS.LAM.GALV.NO26 M 12.2 12.22 12.32 12.37 12.42 12.27 12.25 12.34 12.4 12.22 12.24 12.2 12.3 12.4 12.31 12.24 12.36 12.37 12.29 12.32 12.34 12.41 12.39 12.47 12.4 12.35 12.23 12.3114 4 6 CANAL DE PVC INCL. GANCHO M 13.76 13.78 13.89 13.94 14 13.84 13.81 13.91 13.98 13.77 13.8 13.76 13.86 13.97 13.88 13.8 13.94 13.95 13.86 13.89 13.92 13.99 13.97 14.06 13.98 13.92 13.78 13.8814 4 7 DRENOS DE 1 1/2 PULGADA TUBO GALVANIZADO L=20CM U 1.88 1.88 1.9 1.91 1.91 1.89 1.89 1.9 1.91 1.88 1.89 1.88 1.9 1.91 1.9 1.89 1.91 1.91 1.9 1.9 1.9 1.91 1.91 1.92 1.91 1.9 1.89 1.914 4 9 BAJADA DE A.LL. P.V.C. 6" 100PSI C/ACCESORIOS M 36.31 36.37 36.65 36.8 36.94 36.52 36.45 36.71 36.9 36.35 36.42 36.31 36.59 36.88 36.63 36.42 36.79 36.82 36.58 36.66 36.73 36.91 36.87 37.1 36.89 36.74 36.38 36.6414 4 10 Canal de ALL A=25cm; H=20cms. lámina galvanizada No 26 incluye tubo CH16 en est de soporte inc pint M 23.92 23.97 24.13 24.23 24.3 24.05 24.01 24.17 24.28 23.95 23.98 23.92 24.11 24.28 24.12 23.99 24.21 24.24 24.1 24.14 24.17 24.29 24.27 24.42 24.28 24.18 23.97 24.1214 4 13 CANAL A.LL. CAL26 A=25 B=35 C/GANCHOS #4@30 M 21.48 21.51 21.68 21.77 21.85 21.6 21.56 21.72 21.83 21.5 21.54 21.48 21.64 21.82 21.67 21.54 21.76 21.78 21.64 21.68 21.73 21.83 21.81 21.95 21.82 21.73 21.52 21.6714 4 14 CANAL A.LL. CAL24 A=25 B=35 C/GANCHOS #4@30 M 26.77 26.82 27.03 27.14 27.24 26.93 26.88 27.07 27.21 26.81 26.85 26.77 26.98 27.2 27.01 26.86 27.13 27.15 26.97 27.03 27.09 27.22 27.19 27.36 27.21 27.09 26.83 27.0214 4 15 BAJADA DE A. LL. CON CADENA 5/8 C/u 42.94 43.02 43.36 43.53 43.7 43.2 43.12 43.42 43.65 43 43.08 42.94 43.28 43.63 43.33 43.08 43.51 43.55 43.27 43.36 43.45 43.66 43.61 43.88 43.64 43.46 43.03 43.3314 4 16 CANAL DE A.LL. C/LAMINA GALVANIZADA #26. A=20 Y B=15 C/GANCHOS #4@50 M 12.78 12.8 12.9 12.95 13 12.85 12.83 12.92 12.99 12.8 12.82 12.78 12.88 12.98 12.89 12.82 12.95 12.96 12.87 12.9 12.93 12.99 12.98 13.06 12.99 12.93 12.81 12.914 4 17 BAJADA DE AGUAS LLUVIAS CON TUBO METALICO DE 2" M 64.73 64.85 65.36 65.62 65.87 65.12 65 65.46 65.8 64.82 64.94 64.73 65.24 65.76 65.32 64.94 65.59 65.65 65.22 65.36 65.49 65.82 65.74 66.15 65.78 65.51 64.87 65.3214 4 18 BOTAGUAS DE LAMINA GALVANIZADA CAL 26 M2 9.48 9.49 9.57 9.61 9.64 9.53 9.52 9.58 9.63 9.49 9.51 9.48 9.55 9.63 9.56 9.51 9.6 9.61 9.55 9.57 9.59 9.64 9.63 9.68 9.63 9.59 9.5 9.5614 4 19 CANAL DE A.LL DE CONCRETO 0.6X0.4 MTS. CONCRETO 210 KG/CM2 M 123.87 124.1 125.06 125.58 126.09 124.61 124.38 125.26 125.9 124.06 124.26 123.87 124.85 125.85 125.01 124.29 125.52 125.61 124.8 125.08 125.32 125.94 125.82 126.6 125.89 125.34 124.14 125.0214 4 21 Bocatubo de 6" para bajada de A.LL C/u 12.05 12.07 12.17 12.22 12.26 12.12 12.1 12.19 12.25 12.07 12.09 12.05 12.14 12.24 12.16 12.09 12.21 12.22 12.14 12.17 12.19 12.25 12.24 12.32 12.25 12.19 12.08 12.1614 4 23 CANAL DE A.LL. DE LAM. GALVZ. # 24 H=40 CMS; A=22 CMS. CON GANCHOS @ 50 CMS. DE VARILLA # 4 M 21.15 21.18 21.35 21.44 21.52 21.27 21.23 21.38 21.49 21.17 21.21 21.15 21.31 21.48 21.34 21.21 21.42 21.44 21.3 21.35 21.39 21.5 21.48 21.61 21.49 21.4 21.19 21.3414 4 24 CANAL PVC SECCIÓN RECTANGULAR M 17.56 17.59 17.73 17.8 17.87 17.66 17.63 17.76 17.85 17.58 17.61 17.56 17.7 17.84 17.72 17.62 17.79 17.81 17.69 17.73 17.77 17.85 17.83 17.94 17.85 17.77 17.6 17.7214 4 25 ACOPLE A BAJADA DE AGUAS LLUVIAS DE LÁMINA GALVANIZADA N° 26 C/u 33.25 33.31 33.57 33.71 33.84 33.45 33.39 33.63 33.8 33.3 33.36 33.25 33.51 33.78 33.55 33.36 33.69 33.72 33.5 33.58 33.64 33.81 33.77 33.98 33.79 33.65 33.32 33.5614 4 26 BAJADA DE A.LL. P.V.C. 3" 100PSI C/ACCESORIOS M 4.32 4.32 4.36 4.38 4.39 4.34 4.33 4.37 4.39 4.32 4.33 4.32 4.35 4.39 4.36 4.33 4.37 4.38 4.35 4.36 4.37 4.39 4.38 4.41 4.39 4.37 4.33 4.3614 5 1 Parrilla de 0.25x2.90 mts. c/ Ang. de 1"x1/8" y Ho. 3/8" C/u 46.62 46.67 46.88 47 47.1 46.78 46.73 46.93 47.07 46.66 46.71 46.62 46.83 47.06 46.87 46.71 46.98 47.01 46.83 46.89 46.94 47.08 47.05 47.22 47.07 46.95 46.68 46.8714 5 2 Parrilla de 1.50x1.50 mts. C/ANG. 2"X3/16 Y Ho. 3/4 C/u 172.94 173.21 174.37 174.99 175.57 173.82 173.55 174.61 175.39 173.13 173.4 172.94 174.1 175.32 174.28 173.42 174.91 175.05 174.06 174.39 174.69 175.44 175.27 176.22 175.36 174.72 173.25 174.314 5 3 Drenaje frances con tuberia de 6" Perforada M 19.39 19.43 19.58 19.66 19.74 19.51 19.47 19.61 19.71 19.42 19.45 19.39 19.55 19.7 19.57 19.46 19.65 19.67 19.54 19.58 19.62 19.72 19.7 19.82 19.71 19.63 19.44 19.5714 5 4 Drenaje frances con tuberia de 3" PERFORADA M 13.5 13.52 13.63 13.68 13.73 13.58 13.55 13.65 13.72 13.51 13.54 13.5 13.6 13.71 13.62 13.54 13.67 13.69 13.6 13.63 13.65 13.72 13.71 13.79 13.72 13.66 13.52 13.6214 5 5 Filtro de grava para muro de contención M3 39.63 39.7 40.01 40.18 40.33 39.87 39.8 40.08 40.28 39.69 39.76 39.63 39.94 40.26 39.99 39.76 40.16 40.19 39.93 40.02 40.1 40.3 40.25 40.5 40.28 40.11 39.72 39.9914 5 6 ESTRIBO DE MAMPOSTERIA PARA PROTECCION DE TUBERIA DE AGUAS LLUVIAS U 46.93 47.02 47.38 47.58 47.76 47.22 47.13 47.46 47.7 47 47.09 46.93 47.31 47.68 47.36 47.09 47.56 47.59 47.29 47.38 47.49 47.72 47.66 47.97 47.69 47.49 47.04 47.3714 5 7 Drenaje de Gases Para Relleno Sanitario (chimenea con barril metalico y piedra cuarta) M 53.34 53.4 53.69 53.83 53.98 53.56 53.48 53.74 53.94 53.39 53.44 53.34 53.62 53.93 53.67 53.44 53.81 53.85 53.61 53.69 53.76 53.94 53.91 54.12 53.93 53.76 53.42 53.6714 5 8 Drenaje de Lixiliados de 4" ( completo ) M 33.47 33.53 33.79 33.94 34.06 33.69 33.63 33.85 34.03 33.5 33.58 33.47 33.73 34.03 33.79 33.58 33.92 33.96 33.73 33.8 33.86 34.04 34.01 34.22 34.03 33.87 33.54 33.7914 5 9 COLECTOR para Drenaje de Lixiliados de 6" ( tuberia NOVAFORT) M 14.63 14.66 14.76 14.83 14.89 14.72 14.69 14.8 14.88 14.65 14.67 14.63 14.73 14.88 14.76 14.67 14.82 14.85 14.73 14.77 14.81 14.89 14.88 14.96 14.88 14.82 14.66 14.7614 5 10 COLECTOR Principal 8" ( tuberia NOVAFORT) M 20.74 20.78 20.93 21.02 21.11 20.87 20.82 20.97 21.09 20.77 20.8 20.74 20.89 21.08 20.93 20.8 21.01 21.04 20.89 20.94 20.99 21.09 21.08 21.2 21.09 20.99 20.79 20.9314 5 11 COLECTROR Principal de10" ( tuberia NOVAFORT ) M 22.3 22.35 22.51 22.6 22.69 22.43 22.39 22.55 22.68 22.33 22.36 22.3 22.46 22.67 22.5 22.37 22.59 22.62 22.46 22.52 22.57 22.68 22.66 22.8 22.67 22.57 22.35 22.514 5 12 Suministro e Instalación de Geotextil NO Tejido 1600 M2 1.99 2 2.01 2.02 2.03 2.01 2 2.02 2.03 2 2 1.99 2.01 2.03 2.01 2 2.02 2.02 2.01 2.01 2.02 2.03 2.03 2.04 2.03 2.02 2 2.01

BOTAGUAS L MINA GALVANIZADA 0.45 M DE ANCHO

14 5 13 Barbacanas con tubería PVC Ø=2" 100 PSI M 2.5 2.51 2.53 2.54 2.55 2.52 2.51 2.53 2.54 2.51 2.51 2.5 2.52 2.54 2.53 2.51 2.54 2.54 2.52 2.53 2.53 2.55 2.54 2.56 2.54 2.53 2.51 2.5314 5 14 Suministro e Instalación de Mala Geotextil NT 1800 M2 1.82 1.82 1.84 1.85 1.85 1.83 1.83 1.84 1.85 1.82 1.83 1.82 1.83 1.85 1.84 1.83 1.84 1.85 1.83 1.84 1.84 1.85 1.85 1.86 1.85 1.84 1.82 1.8414 5 15 Suministro e instalación de Geodren de 1.00 ancho con manga M 12.05 12.07 12.17 12.22 12.26 12.12 12.1 12.19 12.25 12.07 12.09 12.05 12.14 12.24 12.16 12.09 12.21 12.22 12.14 12.17 12.19 12.25 12.24 12.31 12.25 12.19 12.08 12.1614 5 16 Suministro e Instalación de Geodren planar alt 1.00 M 10.4 10.42 10.5 10.54 10.58 10.46 10.44 10.52 10.57 10.41 10.43 10.4 10.48 10.57 10.49 10.43 10.54 10.55 10.48 10.5 10.52 10.57 10.56 10.63 10.57 10.52 10.42 10.514 5 17 PARRILLA PARA CAJA AGUAS LLUVIAS 1.50 X 0.80 m; ÁNG 2-1/2"X2-1/2"X3/16" Y TUBO GALVANIZADO T/P ø2" C/u 163.42 163.71 164.99 165.66 166.3 164.38 164.09 165.25 166.1 163.63 163.93 163.42 164.69 166.02 164.89 163.94 165.58 165.72 164.65 165 165.33 166.15 165.97 167 166.07 165.36 163.76 164.9114 5 18 SUMINISTRO E INST GEOMEMBRANA HDPE 1.5 mm Y GEOTEXTIL NT 1800 PARA FILTRO Y PROTECCION DE GEOMEMBRA Sg. 5138.01 5147.26 5187.33 5208.4 5228.44 5168.32 5159.08 5195.56 5222.27 5144.69 5153.94 5138.01 5178.09 5219.7 5184.25 5154.45 5205.83 5210.46 5176.55 5187.85 5198.12 5223.81 5218.16 5250.53 5221.25 5199.15 5148.8 5184.7714 5 19 Suministro e instalación de forro de denglass de 1/2" en BALL M 17.36 17.39 17.53 17.6 17.67 17.46 17.43 17.55 17.64 17.38 17.41 17.36 17.5 17.64 17.52 17.42 17.59 17.6 17.49 17.53 17.56 17.65 17.63 17.74 17.64 17.57 17.4 17.5214 5 21 Sum. e instalacion de barbacana de tubo PVC de 3" 80 psi (En muros de bloque de concreto) U 2.27 2.28 2.3 2.31 2.31 2.29 2.28 2.3 2.31 2.28 2.28 2.27 2.29 2.31 2.3 2.28 2.3 2.31 2.29 2.3 2.3 2.31 2.31 2.32 2.31 2.3 2.28 2.314 5 22 Drenaje frances con tubería de Ø=4" incluye protección con geotextil no tejido M 4.35 4.35 4.39 4.4 4.42 4.37 4.36 4.39 4.42 4.35 4.36 4.35 4.38 4.41 4.38 4.36 4.4 4.41 4.38 4.39 4.4 4.42 4.41 4.44 4.42 4.4 4.35 4.3814 5 24 sum. e instalacion de geomenbrana no tejido de 200 Kg/m2 M2 1.5 1.5 1.51 1.52 1.53 1.51 1.51 1.52 1.52 1.5 1.5 1.5 1.51 1.52 1.51 1.5 1.52 1.52 1.51 1.51 1.52 1.53 1.52 1.53 1.52 1.52 1.5 1.5114 5 40 Caja de 0.40x1x0.40 mamp. de piedra (transición entre canaletas de diferente sección inc repello) C/u 20.74 20.78 20.94 21.02 21.11 20.88 20.82 20.97 21.08 20.76 20.8 20.74 20.91 21.07 20.93 20.8 21.02 21.03 20.91 20.94 20.99 21.09 21.06 21.2 21.08 20.99 20.78 20.9414 5 46 PARRILLA DE HIERRO GALVANIZADO ø 2 1/2" TIPO MEDIANO @ 0.10 m EN CAJA DE 1X1 M 157.69 157.98 159.21 159.86 160.47 158.63 158.34 159.46 160.28 157.9 158.18 157.69 158.92 160.2 159.11 158.2 159.78 159.92 158.88 159.22 159.54 160.33 160.16 161.15 160.25 159.57 158.03 159.1314 5 47 PARRILLA DE HIERRO GALVANIZADO ø 2 1/2" TIPO MEDIANO @ 0.10 m EN CAJA DE 0.50 X 0.60 m M 94.05 94.22 94.95 95.34 95.7 94.6 94.43 95.1 95.59 94.17 94.34 94.05 94.78 95.54 94.89 94.35 95.29 95.37 94.75 94.96 95.15 95.62 95.51 96.11 95.57 95.17 94.24 94.914 6 1 Tuberia ADS PLUVIAL ST 60" M 305.2 305.75 308.13 309.38 310.57 307 306.45 308.62 310.2 305.6 306.14 305.2 307.58 310.05 307.95 306.18 309.23 309.5 307.49 308.16 308.77 310.3 309.96 311.88 310.14 308.83 305.84 307.9814 6 2 Tuberia flexible rib loc de 1500 MM (60") M 181.37 181.69 183.11 183.85 184.56 182.44 182.11 183.4 184.34 181.6 181.93 181.37 182.78 184.25 183 181.95 183.76 183.92 182.73 183.13 183.49 184.4 184.2 185.34 184.31 183.52 181.75 183.0214 6 3 Tuberia rib steel de 80" (2000 MM) M 85.69 85.84 86.51 86.86 87.2 86.2 86.04 86.65 87.1 85.8 85.95 85.69 86.36 87.05 86.46 85.96 86.82 86.9 86.33 86.52 86.69 87.12 87.03 87.57 87.08 86.71 85.87 86.4714 6 4 Suministro e instalación de tubería ADS Ø=6" (Inc. accesorios) M 15.28 15.3 15.42 15.49 15.55 15.37 15.34 15.45 15.53 15.3 15.32 15.28 15.4 15.52 15.41 15.33 15.48 15.49 15.39 15.42 15.46 15.53 15.51 15.61 15.52 15.46 15.31 15.4214 6 5 Suministro e instalación de tubería ADS Ø=8" (Inc. accesorios) M 22.82 22.86 23.04 23.13 23.22 22.95 22.91 23.07 23.19 22.85 22.89 22.82 23 23.18 23.02 22.89 23.12 23.14 22.99 23.04 23.09 23.2 23.17 23.32 23.19 23.09 22.87 23.0314 6 6 Tuberia rib loc 450 MM (18") M 27.2 27.25 27.46 27.57 27.68 27.36 27.31 27.5 27.65 27.23 27.28 27.2 27.41 27.63 27.44 27.29 27.56 27.58 27.4 27.46 27.52 27.65 27.62 27.79 27.64 27.52 27.26 27.4514 6 7 Tuberia rib loc de 600 MM (24") M 45.82 45.91 46.26 46.45 46.63 46.09 46.01 46.34 46.57 45.88 45.96 45.82 46.18 46.55 46.24 45.97 46.43 46.47 46.17 46.27 46.36 46.59 46.54 46.83 46.57 46.37 45.92 46.2414 6 8 Tuberia rib loc de 900 MM ( 36") M 80.92 81.06 81.7 82.03 82.34 81.4 81.25 81.82 82.25 81.02 81.17 80.92 81.55 82.2 81.65 81.18 81.99 82.06 81.53 81.7 81.87 82.27 82.18 82.69 82.23 81.88 81.09 81.6514 6 9 Tuberia ADS ° 24 PULGADAS M 133.75 133.99 135.03 135.58 136.1 134.54 134.3 135.25 135.94 133.92 134.16 133.75 134.79 135.88 134.95 134.18 135.51 135.63 134.75 135.05 135.31 135.98 135.84 136.68 135.92 135.34 134.03 134.9714 6 10 Tuberia ADS 12" M 19.54 19.58 19.73 19.81 19.89 19.66 19.62 19.76 19.87 19.57 19.61 19.54 19.7 19.86 19.72 19.61 19.8 19.82 19.69 19.73 19.77 19.87 19.85 19.97 19.86 19.78 19.59 19.7214 6 11 Tuberia ADS 15 PULGADAS M 28.91 28.96 29.18 29.3 29.41 29.08 29.02 29.23 29.38 28.94 29 28.91 29.13 29.37 29.17 29 29.29 29.31 29.12 29.19 29.24 29.39 29.36 29.54 29.37 29.25 28.97 29.1714 6 12 Tuberia flexible rib loc de 700 MM (28") M 77.62 77.76 78.37 78.69 78.99 78.08 77.94 78.49 78.9 77.73 77.87 77.62 78.23 78.86 78.32 77.87 78.65 78.72 78.21 78.38 78.53 78.92 78.84 79.32 78.88 78.55 77.79 78.3314 6 13 Tuberia de Alta Densidad 6" NOVAFORT M 9.09 9.11 9.18 9.22 9.25 9.15 9.13 9.2 9.24 9.11 9.12 9.09 9.16 9.24 9.18 9.12 9.21 9.22 9.16 9.18 9.2 9.25 9.24 9.29 9.24 9.2 9.11 9.1814 6 14 Drenaje de lixiliados de diam de 6" (rubro completo ) M 38.02 38.07 38.38 38.55 38.69 38.26 38.19 38.46 38.65 38.06 38.14 38.02 38.31 38.65 38.37 38.14 38.53 38.58 38.3 38.39 38.47 38.67 38.65 38.87 38.65 38.48 38.1 38.3714 6 15 Tuberia de Alta Densidad de 4" NOVAFORT M 5.21 5.22 5.26 5.29 5.31 5.25 5.24 5.27 5.3 5.22 5.23 5.21 5.26 5.3 5.26 5.23 5.28 5.29 5.25 5.27 5.28 5.3 5.3 5.33 5.3 5.28 5.23 5.2614 6 16 Tuberia Alta Densida 8" NOVAFORT ( SUM E INST.) M 15.2 15.23 15.35 15.41 15.47 15.29 15.27 15.37 15.45 15.22 15.25 15.2 15.32 15.45 15.34 15.25 15.41 15.42 15.32 15.35 15.38 15.46 15.44 15.54 15.45 15.39 15.24 15.3414 6 17 tUBERIA ALTA DENSIDAD DE 10" NOVAFOR ( SUM. E INST. ) M 16.76 16.79 16.93 16.99 17.06 16.86 16.83 16.95 17.04 16.79 16.82 16.76 16.9 17.03 16.92 16.82 16.99 17 16.89 16.93 16.96 17.04 17.03 17.13 17.04 16.96 16.8 16.9214 6 18 Sum. e Inst. de Tubería Ric loc de 30" M 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.58 59.5814 6 19 Suminsitro e Instalación de Tuberia NOVAFORT 6" M 16.68 16.71 16.84 16.91 16.97 16.78 16.75 16.86 16.95 16.7 16.73 16.68 16.81 16.94 16.83 16.73 16.9 16.91 16.8 16.84 16.87 16.96 16.94 17.04 16.95 16.88 16.71 16.8314 6 20 Suministro e Instalación de Tubería DRENAFLEX 4" M 4.44 4.45 4.49 4.5 4.52 4.47 4.46 4.49 4.52 4.45 4.46 4.44 4.48 4.51 4.48 4.46 4.5 4.51 4.48 4.49 4.5 4.52 4.51 4.54 4.52 4.5 4.45 4.4814 6 21 Suministro e instalación de tubería de 10" 160 PSI M 98.49 98.67 99.44 99.84 100.23 99.07 98.9 99.6 100.11 98.62 98.8 98.49 99.26 100.06 99.38 98.81 99.79 99.88 99.23 99.45 99.64 100.14 100.03 100.65 100.09 99.66 98.7 99.3914 6 22 Suministro e instalación de tuberia ribloc de 48" M 187.3 187.64 189.1 189.87 190.6 188.41 188.07 189.4 190.37 187.54 187.88 187.3 188.76 190.28 188.99 187.9 189.77 189.94 188.7 189.12 189.49 190.43 190.22 191.4 190.33 189.53 187.69 18914 6 23 Suministro e instalación de tuberia Novafort de 30" incluye maquinaria p/ movilizcion de tuberia M 144.51 144.77 145.9 146.49 147.06 145.37 145.11 146.13 146.88 144.7 144.96 144.51 145.64 146.81 145.81 144.98 146.42 146.55 145.6 145.91 146.2 146.93 146.77 147.68 146.85 146.23 144.82 145.8314 6 24 Suministro e instalación de tubería NOVALOC D=30" (No incluye excavación relleno) M 91.15 91.31 92.02 92.4 92.75 91.69 91.52 92.17 92.64 91.27 91.43 91.15 91.86 92.6 91.97 91.44 92.35 92.43 91.83 92.03 92.22 92.67 92.57 93.15 92.63 92.23 91.34 91.9814 6 25 Tuberia ADS 18 Pulgadas (polietileno de alta densidad) M 38.88 38.95 39.25 39.41 39.56 39.11 39.04 39.31 39.51 38.93 39 38.88 39.18 39.49 39.23 39 39.39 39.42 39.17 39.25 39.33 39.53 39.48 39.73 39.51 39.34 38.96 39.2315 INFRAESTRUCTURA VIAL15 1 1 Trazo y Nivelación Toppografica M 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.2215 1 2 Escarificado y Compactacion de sub rasante (con Maquinaria) M3 5.86 5.87 5.92 5.94 5.97 5.9 5.88 5.93 5.96 5.87 5.88 5.86 5.91 5.96 5.92 5.88 5.93 5.94 5.91 5.92 5.93 5.96 5.96 5.99 5.96 5.93 5.87 5.9215 1 3 Desmonte y Desbrozo ( con maquinaria) M2 0.53 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.53 0.54 0.53 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.54 0.55 0.54 0.54 0.54 0.5415 1 4 Descapote con maquinaria Incluye Desalojo M3 3.96 3.97 3.99 4.01 4.02 3.98 3.98 4 4.02 3.97 3.97 3.96 3.99 4.01 3.99 3.97 4.01 4.01 3.99 4 4 4.02 4.01 4.03 4.02 4 3.97 3.9915 1 5 ELIMINACION DE ARBOLES (CON MAQUINA) U 8.54 8.54 8.54 8.54 8.55 8.54 8.54 8.54 8.55 8.54 8.54 8.54 8.54 8.55 8.54 8.54 8.54 8.55 8.54 8.54 8.54 8.55 8.55 8.55 8.55 8.54 8.54 8.5415 1 6 REMOCION DE ESTRUCTURAS Y OBSTRUCCIONES (CON MAQUINA) M3 38.15 38.2 38.46 38.59 38.72 38.34 38.28 38.51 38.68 38.19 38.25 38.15 38.4 38.67 38.44 38.25 38.58 38.61 38.39 38.46 38.53 38.69 38.66 38.86 38.68 38.53 38.21 38.4415 1 7 Excavacion con maquinaria M3 3.09 3.1 3.12 3.13 3.15 3.11 3.11 3.13 3.14 3.1 3.1 3.09 3.12 3.14 3.12 3.1 3.13 3.14 3.12 3.12 3.13 3.14 3.14 3.16 3.14 3.13 3.1 3.1215 1 8 Excavacion en prestamo (con maquinaria) M3 14.66 14.69 14.8 14.86 14.92 14.75 14.72 14.82 14.9 14.68 14.71 14.66 14.78 14.89 14.79 14.71 14.85 14.87 14.77 14.8 14.83 14.91 14.89 14.98 14.9 14.84 14.69 14.7915 1 9 Construccion de terraplem con maquinaria ( No Incluye Material de Prestamo) M3 3.43 3.43 3.46 3.47 3.49 3.45 3.44 3.47 3.49 3.43 3.43 3.43 3.46 3.49 3.46 3.43 3.47 3.47 3.46 3.46 3.47 3.49 3.49 3.5 3.49 3.47 3.43 3.4615 1 10 Escarificado y compactado de sub rasante ( con maquinaria) M2 1.4 1.4 1.42 1.42 1.43 1.41 1.4 1.42 1.43 1.4 1.4 1.4 1.41 1.43 1.41 1.4 1.42 1.42 1.41 1.42 1.42 1.43 1.43 1.43 1.43 1.42 1.4 1.4215 1 11 Conformacion de superficie de camino ( con maquinaria) M2 0.49 0.49 0.5 0.5 0.5 0.5 0.49 0.5 0.5 0.49 0.49 0.49 0.5 0.5 0.5 0.49 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.49 0.515 1 12 Relleno compactado con material selecto; c/maquinaria M3 18.5 18.53 18.7 18.75 18.81 18.61 18.57 18.71 18.8 18.52 18.55 18.5 18.63 18.79 18.67 18.56 18.74 18.76 18.62 18.7 18.72 18.81 18.77 18.92 18.8 18.72 18.53 18.6715 1 13 Desalojo de material sobrante ( con maquinaria) M3 1.87 1.87 1.87 1.88 1.88 1.87 1.87 1.88 1.88 1.87 1.87 1.87 1.87 1.88 1.87 1.87 1.88 1.88 1.87 1.87 1.88 1.88 1.88 1.88 1.88 1.88 1.87 1.8715 1 14 Sobreacarreo ( con maquinaria) M3 1.4 1.41 1.42 1.42 1.43 1.41 1.41 1.42 1.43 1.41 1.41 1.4 1.41 1.43 1.42 1.41 1.42 1.42 1.41 1.42 1.42 1.43 1.43 1.43 1.43 1.42 1.41 1.4215 1 18 Escarificado y compactado con material del lugar y balasto 30% M3 14.52 14.54 14.66 14.71 14.78 14.61 14.57 14.68 14.76 14.54 14.56 14.52 14.63 14.76 14.65 14.56 14.7 14.72 14.63 14.66 14.69 14.77 14.75 14.83 14.76 14.69 14.55 14.6515 1 19 Relleno compactado con material del lugar; c/maquinaria M3 8.6 8.61 8.68 8.72 8.75 8.65 8.63 8.69 8.74 8.61 8.62 8.6 8.66 8.73 8.68 8.63 8.71 8.72 8.66 8.68 8.7 8.74 8.73 8.79 8.74 8.7 8.62 8.6815 1 20 Relleno compactado con suelo cemento 50:1 c/material selecto; (con maquinaria) M3 20.89 20.93 21.09 21.18 21.26 21.02 20.98 21.13 21.23 20.92 20.96 20.89 21.05 21.22 21.08 20.96 21.17 21.19 21.05 21.09 21.14 21.24 21.22 21.35 21.23 21.14 20.94 21.0815 1 21 Reparación de camino ( Incluye chapeo conformacion de cuneta y mejoramiento de superficie de rodami M2 0.73 0.73 0.73 0.74 0.74 0.73 0.73 0.73 0.74 0.73 0.73 0.73 0.73 0.74 0.73 0.73 0.74 0.74 0.73 0.73 0.74 0.74 0.74 0.74 0.74 0.74 0.73 0.7315 1 22 Relleno compactado con rodo vibratorio (Incluye el suministro de material de prestamo) M3 13.09 13.11 13.21 13.26 13.32 13.17 13.13 13.23 13.31 13.1 13.12 13.09 13.19 13.3 13.2 13.12 13.25 13.26 13.19 13.21 13.24 13.31 13.3 13.37 13.3 13.24 13.11 13.2115 1 23 MATERIAL SELECTO M3 14.64 14.67 14.78 14.84 14.9 14.73 14.7 14.8 14.88 14.66 14.68 14.64 14.75 14.87 14.77 14.69 14.83 14.84 14.75 14.78 14.81 14.89 14.87 14.96 14.88 14.81 14.67 14.7715 1 24 Estabilizacion de la sub rasante con material del lugar y arena M3 18.53 18.56 18.71 18.78 18.86 18.64 18.6 18.73 18.84 18.55 18.58 18.53 18.68 18.83 18.7 18.58 18.77 18.78 18.67 18.71 18.74 18.84 18.82 18.93 18.83 18.75 18.56 18.7

15 1 25 M2 12 12.02 12.12 12.16 12.21 12.07 12.05 12.13 12.2 12.02 12.04 12 12.09 12.19 12.11 12.04 12.16 12.17 12.09 12.12 12.14 12.2 12.19 12.26 12.19 12.14 12.03 12.11

15 1 27 Sumin. e Inst. de Geotextil de e = 2 mm( NT 2000 ) M2 1.59 1.59 1.6 1.61 1.61 1.59 1.59 1.6 1.61 1.59 1.59 1.59 1.6 1.61 1.6 1.59 1.61 1.61 1.6 1.6 1.6 1.61 1.61 1.62 1.61 1.6 1.59 1.615 1 28 Descapote con maquinaria sin Desalojo M3 2.19 2.2 2.21 2.22 2.23 2.21 2.2 2.22 2.23 2.2 2.2 2.19 2.21 2.23 2.21 2.2 2.22 2.22 2.21 2.21 2.22 2.23 2.23 2.24 2.23 2.22 2.2 2.2115 2 1 BALASTO (SOLO MATERIAL) M3 24.79 24.84 25.03 25.13 25.23 24.94 24.9 25.07 25.2 24.83 24.87 24.79 24.99 25.19 25.02 24.87 25.12 25.14 24.98 25.03 25.08 25.21 25.18 25.34 25.2 25.09 24.85 25.0215 2 2 BALASTO M2 2.81 2.81 2.84 2.85 2.86 2.83 2.82 2.84 2.85 2.81 2.82 2.81 2.83 2.85 2.83 2.82 2.85 2.85 2.83 2.84 2.84 2.86 2.85 2.87 2.85 2.84 2.81 2.8315 2 3 BALASTO M3 25.89 25.94 26.14 26.25 26.35 26.04 26 26.18 26.32 25.93 25.97 25.89 26.09 26.3 26.12 25.97 26.23 26.26 26.09 26.14 26.19 26.32 26.3 26.46 26.31 26.2 25.95 26.1315 2 4 Base granular con material de banco para base ( Incluye material) M3 25.34 25.38 25.58 25.68 25.79 25.5 25.44 25.62 25.76 25.37 25.41 25.34 25.54 25.75 25.57 25.42 25.67 25.69 25.53 25.59 25.63 25.77 25.74 25.89 25.76 25.64 25.39 25.5715 2 5 Sub Base con maquinaria ( Incluye material selecto) M3 30.57 30.62 30.86 30.98 31.11 30.76 30.69 30.91 31.08 30.61 30.66 30.57 30.81 31.06 30.85 30.66 30.97 30.99 30.8 30.87 30.93 31.09 31.05 31.24 31.07 30.93 30.63 30.8515 2 6 Compactación suelo cemento 20:1 con material de banco; c/maquinaria pesada M3 30.53 30.58 30.82 30.95 31.07 30.71 30.65 30.87 31.03 30.57 30.62 30.53 30.77 31.01 30.8 30.63 30.93 30.96 30.76 30.83 30.89 31.04 31.01 31.2 31.02 30.89 30.59 30.8115 2 7 Base de suelo cemento con material del lugar e=20 cm mezcla al 3% en volumen M2 3.35 3.36 3.39 3.4 3.41 3.37 3.37 3.39 3.41 3.36 3.36 3.35 3.38 3.41 3.38 3.36 3.4 3.4 3.38 3.39 3.39 3.41 3.41 3.43 3.41 3.39 3.36 3.3815 2 8 ESTABILIZACIÓN DE SUB-BASE C/SUELO CEMENTO. M2 3.57 3.58 3.61 3.62 3.63 3.59 3.59 3.61 3.63 3.58 3.58 3.57 3.6 3.63 3.6 3.58 3.62 3.62 3.6 3.61 3.61 3.63 3.63 3.65 3.63 3.61 3.58 3.615 2 9 Comformacion de la via ( NO INCLUYE MATERIAL SELECTO) M3 5.46 5.47 5.51 5.53 5.56 5.5 5.47 5.52 5.55 5.46 5.47 5.46 5.5 5.55 5.51 5.47 5.53 5.53 5.5 5.51 5.52 5.55 5.55 5.57 5.55 5.52 5.47 5.5115 2 10 BASE GRAVA-CEMENTO M3 46.54 46.62 46.99 47.18 47.36 46.82 46.73 47.06 47.31 46.6 46.68 46.54 46.91 47.28 46.96 46.69 47.15 47.2 46.89 46.99 47.09 47.32 47.27 47.56 47.3 47.09 46.64 46.9715 2 11 Base granular con material triturado M3 29.02 29.07 29.3 29.42 29.54 29.2 29.14 29.35 29.51 29.06 29.11 29.02 29.25 29.49 29.29 29.11 29.4 29.43 29.25 29.31 29.36 29.51 29.48 29.66 29.5 29.37 29.08 29.2915 2 12 Base de suelo cemento con material selecto e= 20 cm mezcla al 3% del volumen M2 5.77 5.78 5.83 5.85 5.87 5.8 5.79 5.83 5.87 5.78 5.79 5.77 5.82 5.86 5.82 5.79 5.84 5.85 5.81 5.83 5.84 5.87 5.86 5.9 5.86 5.84 5.78 5.8215 2 13 Suelo Cemento al 3% en volumen con material del lugar y maquinaria pesada M3 13.31 13.33 13.43 13.49 13.54 13.39 13.36 13.45 13.52 13.33 13.35 13.31 13.41 13.51 13.43 13.35 13.48 13.49 13.41 13.43 13.46 13.53 13.51 13.59 13.52 13.46 13.34 13.4315 2 14 Suelo Cemento al 3% en volumen c/material de prestamo y maquinaria pesada M3 23.3 23.34 23.52 23.62 23.71 23.44 23.4 23.56 23.68 23.33 23.37 23.3 23.48 23.67 23.51 23.38 23.61 23.63 23.48 23.53 23.57 23.69 23.66 23.81 23.68 23.58 23.35 23.5115 2 15 SUM. Y COLOCACION DE MALLA GAVION GALVANIZADA SOBRE SUELO ESTRUCTURAL M2 8.58 8.59 8.66 8.7 8.73 8.63 8.61 8.68 8.72 8.59 8.61 8.58 8.65 8.72 8.66 8.61 8.69 8.7 8.64 8.66 8.68 8.72 8.71 8.77 8.72 8.68 8.6 8.6615 2 16 SUMINISTRO Y COLOCACION DE PIEDRA PARA ESTABILIZACION DE SUELO EN SUB-RASANTE M3 37.02 37.09 37.38 37.53 37.68 37.24 37.18 37.44 37.63 37.07 37.14 37.02 37.31 37.61 37.36 37.14 37.51 37.55 37.3 37.38 37.46 37.64 37.6 37.84 37.62 37.47 37.1 37.3615 2 17 Suministro en instalación de Geomalla Tensar TriAx tipo TX140 M2 3.03 3.04 3.06 3.07 3.09 3.05 3.05 3.07 3.08 3.04 3.04 3.03 3.06 3.08 3.06 3.04 3.07 3.08 3.06 3.06 3.07 3.08 3.08 3.1 3.08 3.07 3.04 3.0615 2 18 Base granular e=0.04m con material triturado (chispa) y emulsión asfáltica (c/maquinaria) M2 2.12 2.13 2.14 2.15 2.16 2.13 2.13 2.14 2.15 2.12 2.13 2.12 2.14 2.15 2.14 2.13 2.15 2.15 2.14 2.14 2.15 2.15 2.15 2.16 2.15 2.15 2.13 2.1415 2 19 Compactación con material del lugar estabilizado con cal al 3% con maquinaria pesada M3 17.57 17.6 17.73 17.8 17.85 17.66 17.63 17.77 17.83 17.59 17.61 17.57 17.69 17.81 17.72 17.61 17.79 17.81 17.69 17.73 17.77 17.84 17.81 17.93 17.83 17.78 17.6 17.7215 2 20 Relleno compactado de base con material granular triturado y cemento al 3% con equipo pesado M3 76.33 76.44 77.06 77.36 77.65 76.78 76.63 77.19 77.56 76.42 76.54 76.33 76.91 77.53 77 76.57 77.34 77.38 76.9 77.06 77.22 77.57 77.51 77.98 77.55 77.24 76.48 77.0115 2 21 Relleno comp. c/material del lugar 70% y 30% de mat selecto con SC al 5% con motoniveladora y rodo M3 24.4 24.44 24.63 24.73 24.83 24.55 24.49 24.67 24.8 24.43 24.47 24.4 24.59 24.79 24.62 24.47 24.72 24.74 24.58 24.63 24.68 24.81 24.78 24.93 24.8 24.69 24.45 24.6215 2 22 Relleno compactado c/material del lugar 60% y 40% de material selecto con SC al 5% con maquinaria M3 25.4 25.44 25.64 25.74 25.85 25.55 25.5 25.68 25.82 25.43 25.47 25.4 25.6 25.81 25.63 25.48 25.73 25.75 25.59 25.64 25.69 25.83 25.8 25.95 25.81 25.7 25.45 25.6315 2 23 Relleno compactado al 4% con cemento/material de banco (Utilizando Motoniveladora y rodo vibratorio) M3 27.47 27.51 27.72 27.83 27.93 27.62 27.57 27.76 27.9 27.5 27.55 27.47 27.67 27.89 27.7 27.55 27.82 27.84 27.66 27.72 27.78 27.91 27.88 28.05 27.89 27.78 27.52 27.7115 3 2 Empedrado con superficie de concreto e=7 cm Incluye excavacion de 34.5 cm compactacion e=10 cm con M2 25.08 25.12 25.32 25.42 25.52 25.23 25.18 25.36 25.49 25.11 25.15 25.08 25.27 25.47 25.3 25.16 25.41 25.43 25.27 25.32 25.37 25.49 25.47 25.62 25.48 25.37 25.13 25.315 3 3 Empedrado superficie de concreto 7 cm incluye la excavacion de caja de 20 cm M2 22.28 22.32 22.49 22.58 22.67 22.41 22.37 22.53 22.65 22.31 22.35 22.28 22.45 22.64 22.48 22.35 22.57 22.59 22.45 22.5 22.54 22.65 22.63 22.77 22.64 22.54 22.33 22.4815 3 4 Empedrado e= 17.5 cm superficie de concreto prop. 1:2:3 incluye excavacion y relleno M2 24.16 24.2 24.39 24.48 24.58 24.3 24.25 24.43 24.55 24.19 24.23 24.16 24.35 24.54 24.37 24.23 24.47 24.49 24.34 24.39 24.44 24.56 24.53 24.68 24.55 24.44 24.21 24.3815 3 6 Empedrado superficie terminada repello 2 cm piedra de 17.5 cm Incluye excavacion y compacatcion M2 18.26 18.29 18.43 18.51 18.58 18.37 18.33 18.46 18.56 18.28 18.32 18.26 18.4 18.55 18.42 18.32 18.5 18.52 18.4 18.44 18.47 18.56 18.54 18.66 18.56 18.48 18.3 18.4315 3 7 Empedrado superficie no terminada con excavacion de caja 20 cm M2 14.12 14.15 14.26 14.31 14.37 14.2 14.18 14.28 14.35 14.14 14.16 14.12 14.23 14.35 14.25 14.17 14.31 14.32 14.23 14.26 14.29 14.36 14.34 14.43 14.35 14.29 14.15 14.2515 3 8 Empedrado superficie no terminada piedra de 17.5cm Incluye excavación M2 15.97 16 16.13 16.2 16.28 16.07 16.04 16.16 16.27 16 16.02 15.97 16.11 16.26 16.12 16.02 16.19 16.21 16.1 16.15 16.17 16.27 16.24 16.33 16.26 16.17 16.01 16.1215 3 9 Empedrado seco con excavacion de caja de 20 cm M2 9.61 9.62 9.7 9.74 9.78 9.66 9.65 9.72 9.77 9.62 9.64 9.61 9.68 9.76 9.69 9.64 9.73 9.74 9.68 9.7 9.72 9.77 9.76 9.82 9.76 9.72 9.63 9.715 3 10 Empedrado seco piedra 17.5 cm Incluye excavacion y compactacion M2 9.74 9.76 9.84 9.88 9.92 9.8 9.78 9.85 9.9 9.76 9.77 9.74 9.82 9.9 9.83 9.78 9.87 9.88 9.82 9.84 9.86 9.91 9.9 9.96 9.9 9.86 9.77 9.8315 3 11 Empedrado seco piedra 17.5 cm Incluye nivelacion de terreno M2 8.8 8.82 8.89 8.92 8.96 8.85 8.84 8.9 8.95 8.81 8.83 8.8 8.87 8.94 8.88 8.83 8.92 8.92 8.87 8.89 8.9 8.95 8.94 8.99 8.94 8.91 8.82 8.8815 3 12 Empedrado seco Incluye excavacion y compactacion con material selecto M2 11.67 11.69 11.78 11.83 11.88 11.74 11.72 11.8 11.86 11.69 11.71 11.67 11.76 11.86 11.78 11.71 11.83 11.84 11.76 11.78 11.81 11.87 11.85 11.93 11.86 11.81 11.7 11.7815 3 13 Empedrado superficie terminada Incluye excavacion de caja de 20 cms. M2 17.87 17.9 18.05 18.12 18.19 17.98 17.95 18.07 18.17 17.9 17.93 17.87 18.01 18.16 18.03 17.93 18.11 18.12 18.01 18.05 18.08 18.17 18.15 18.26 18.16 18.09 17.91 18.0415 3 14 Empedrado superficie terminada Incluye excavacion y compactacion con material selecto M2 18.95 18.98 19.13 19.21 19.28 19.06 19.02 19.16 19.26 18.97 19.01 18.95 19.1 19.25 19.12 19.01 19.2 19.21 19.09 19.13 19.17 19.27 19.24 19.36 19.26 19.17 18.99 19.12

Geomanta producida partir de fibras de coco contenida entres dos finas redes de polipropileno fotodegradable entrelazadas ortogonalmente. En sitemas de protección de taludes

15 3 15 Empedrado superficie no terminada Incluye excavacion y compactacion. mortero 1:3 M2 14.97 15 15.12 15.18 15.24 15.06 15.03 15.14 15.22 14.99 15.02 14.97 15.09 15.21 15.11 15.02 15.17 15.18 15.09 15.12 15.15 15.22 15.21 15.3 15.22 15.15 15 15.1115 3 16 Empedrado superficie no terminada Incluye excavación y compactación con material selecto M2 16.14 16.17 16.29 16.36 16.42 16.23 16.2 16.32 16.4 16.16 16.19 16.14 16.26 16.39 16.28 16.19 16.35 16.36 16.26 16.29 16.33 16.41 16.39 16.49 16.4 16.33 16.17 16.2815 3 17 Empedrado seco con piedra existente Incluye excavación M2 3.83 3.83 3.86 3.88 3.89 3.85 3.84 3.87 3.89 3.83 3.84 3.83 3.86 3.89 3.86 3.84 3.88 3.88 3.86 3.86 3.87 3.89 3.89 3.91 3.89 3.87 3.83 3.8615 3 18 Empedrado fraguado visto espesor=0.15 mts M2 13.59 13.61 13.72 13.77 13.83 13.67 13.64 13.74 13.81 13.61 13.63 13.59 13.69 13.8 13.71 13.63 13.77 13.78 13.69 13.72 13.75 13.81 13.8 13.89 13.81 13.75 13.62 13.7115 3 19 EMPEDRADO FRAGUADO P/CAMINOS M3 91.34 91.5 92.22 92.59 92.95 91.88 91.71 92.36 92.84 91.46 91.62 91.34 92.05 92.79 92.16 91.63 92.54 92.63 92.03 92.23 92.41 92.87 92.77 93.34 92.82 92.43 91.53 92.1715 3 20 Adoquinado M2 16.47 16.48 16.52 16.54 16.55 16.5 16.49 16.52 16.55 16.48 16.49 16.47 16.51 16.55 16.51 16.49 16.53 16.54 16.51 16.52 16.53 16.55 16.54 16.57 16.55 16.53 16.48 16.5215 3 21 Reempedrado con piedra existente M2 3.65 3.66 3.68 3.7 3.71 3.67 3.66 3.69 3.71 3.65 3.66 3.65 3.68 3.71 3.68 3.66 3.7 3.7 3.68 3.68 3.69 3.71 3.71 3.73 3.71 3.69 3.66 3.6815 3 22 Readoquinado con adoquin existente M2 4.48 4.49 4.52 4.54 4.56 4.5 4.5 4.53 4.55 4.48 4.49 4.48 4.51 4.55 4.52 4.49 4.54 4.54 4.51 4.52 4.53 4.55 4.55 4.58 4.55 4.53 4.49 4.5215 3 23 Reempedrado fraguado M2 7.15 7.16 7.22 7.25 7.28 7.19 7.18 7.23 7.27 7.16 7.17 7.15 7.21 7.27 7.22 7.17 7.25 7.25 7.21 7.22 7.23 7.27 7.26 7.31 7.27 7.24 7.17 7.2215 3 24 Adoquinado incluye suelo cemento excavacion M2 19.85 19.86 19.92 19.95 19.98 19.89 19.88 19.93 19.97 19.86 19.87 19.85 19.91 19.97 19.92 19.87 19.95 19.96 19.9 19.92 19.94 19.98 19.97 20.02 19.97 19.94 19.86 19.9215 3 26 Empedrado para rampa superficie terminada Incluye excavacion de caja M2 18.35 18.38 18.52 18.6 18.67 18.46 18.42 18.55 18.65 18.37 18.4 18.35 18.49 18.64 18.51 18.41 18.59 18.61 18.49 18.53 18.56 18.65 18.63 18.75 18.64 18.57 18.39 18.5115 3 27 Empedrado fraguado superficieterminada NO INCLUYE LA PIEDRA si la excavacion y relleno M2 11.86 11.88 11.98 12.02 12.07 11.93 11.91 12 12.06 11.88 11.9 11.86 11.96 12.05 11.97 11.9 12.02 12.03 11.95 11.98 12 12.06 12.05 12.12 12.06 12 11.89 11.9715 3 28 Losa para rampa e=10cm ref. 3/8" a.s concreto 1:2:2 M2 26.98 27.02 27.24 27.34 27.45 27.14 27.09 27.28 27.42 27.01 27.06 26.98 27.19 27.41 27.22 27.06 27.33 27.36 27.18 27.24 27.29 27.43 27.4 27.57 27.41 27.3 27.03 27.2215 3 29 Carpeta asfaltica ( pavimento) colocacion manual M2 6.9 6.91 6.96 6.99 7.02 6.94 6.93 6.98 7.01 6.91 6.92 6.9 6.95 7.01 6.96 6.92 6.99 7 6.95 6.97 6.98 7.01 7.01 7.05 7.01 6.98 6.91 6.9615 3 30 Pavimento asfaltico en frio e= 7.5 cms M2 17.31 17.34 17.47 17.55 17.61 17.41 17.38 17.5 17.59 17.33 17.36 17.31 17.44 17.58 17.46 17.36 17.54 17.55 17.44 17.48 17.51 17.6 17.58 17.69 17.59 17.51 17.34 17.4715 3 32 Capa de imprimacíón con asfalto liquido M2 2.18 2.18 2.2 2.21 2.22 2.19 2.19 2.2 2.22 2.18 2.19 2.18 2.2 2.21 2.2 2.19 2.21 2.21 2.2 2.2 2.21 2.22 2.21 2.23 2.22 2.21 2.18 2.215 3 33 Riego de liga M2 0.97 0.97 0.97 0.98 0.98 0.97 0.97 0.98 0.98 0.97 0.97 0.97 0.97 0.98 0.97 0.97 0.98 0.98 0.97 0.97 0.98 0.98 0.98 0.99 0.98 0.98 0.97 0.9715 3 34 MATERIAL SECANTE M3 43.17 43.25 43.59 43.76 43.93 43.43 43.35 43.65 43.88 43.23 43.3 43.17 43.51 43.86 43.56 43.31 43.74 43.78 43.49 43.59 43.68 43.89 43.84 44.12 43.87 43.68 43.26 43.5615 3 36 Empedrado fraguado con piedra del lugar mortero 1:6 M2 7.11 7.13 7.18 7.21 7.24 7.16 7.14 7.19 7.23 7.12 7.13 7.11 7.17 7.23 7.18 7.14 7.21 7.21 7.17 7.18 7.2 7.23 7.22 7.27 7.23 7.2 7.13 7.1815 3 37 Concreto hidráulico MR=36 Kgf/cm2 e=12cm incluye encofrado juntas long y transversales y texturizado M2 23.59 23.62 23.8 23.91 24.01 23.71 23.68 23.84 23.98 23.62 23.65 23.59 23.76 23.96 23.78 23.65 23.9 23.93 23.75 23.8 23.86 24 23.96 24.1 23.97 23.86 23.63 23.7815 3 38 Pavimento de concreto e= 20 cm concreto fc=210 kg/cm2 M3 168.52 168.82 170.13 170.81 171.47 169.52 169.2 170.39 171.27 168.74 169.03 168.52 169.83 171.19 170.03 169.05 170.72 170.87 169.79 170.15 170.48 171.33 171.14 172.18 171.24 170.51 168.87 170.0515 3 39 EMPEDRADO SECO EXC.25.5C.COMP.10C.MAT.EXIST. M2 11.01 11.03 11.11 11.16 11.2 11.07 11.05 11.13 11.19 11.02 11.04 11.01 11.09 11.18 11.11 11.04 11.15 11.16 11.09 11.11 11.13 11.19 11.18 11.25 11.18 11.14 11.03 11.1115 3 41 Superficie de concreto e= 7 cm concreto 1:2:3 ( Incluye la limpieza del empedrado o adoquinado) M2 10.22 10.24 10.32 10.36 10.4 10.28 10.26 10.33 10.39 10.23 10.25 10.22 10.3 10.38 10.31 10.25 10.35 10.36 10.3 10.32 10.34 10.39 10.38 10.44 10.38 10.34 10.24 10.3115 3 42 Empedrado fraguado en lecho de río e=30cms mortero f'c=175 Kgf/cm2 incluye excavación M2 31.2 31.26 31.5 31.64 31.76 31.39 31.33 31.55 31.72 31.24 31.3 31.2 31.45 31.71 31.49 31.3 31.61 31.65 31.44 31.5 31.57 31.73 31.69 31.89 31.72 31.57 31.28 31.4915 3 43 Pavimento de concreto hidráulico e=7 cms MR=36 kg/cm2 (acabado texturizado) incluye juntas encof y texturizado M2 30.61 30.67 30.93 31.06 31.2 30.8 30.73 30.99 31.17 30.67 30.71 30.61 30.86 31.14 30.89 30.71 31.06 31.08 30.84 30.93 31.02 31.19 31.14 31.33 31.15 31.02 30.67 30.8915 3 44 Pavimento de concreto hidráulico MR=34 kg/cm2 incluye juntas encofrado y texturizado M3 384.9 385.48 388.5 390.19 391.79 387 386.42 389.14 391.32 385.4 385.97 384.9 387.79 391.06 388.16 385.99 390.02 390.4 387.64 388.52 389.41 391.54 391 393.35 391.2 389.44 385.63 388.1915 3 46 Concreto hidraúlico MR=36 Kg/cm2 incluye juntas y encofrado (acabado texturizado) M3 182.7 183.1 184.37 185.14 185.98 183.76 183.45 184.75 185.69 182.93 183.3 182.7 184.08 185.59 184.27 183.32 185.07 185.2 184.02 184.38 184.83 185.73 185.55 186.68 185.65 184.85 183.15 184.315 3 47 Pavimento de concreto hidráulico MR=37 kg/cm2 incluye juntas encofrado y texturizado M3 423.04 423.79 427.07 428.89 430.53 425.4 424.73 427.73 429.97 423.57 424.38 423.04 426.39 429.74 426.75 424.4 428.66 429.1 426.26 427.15 427.91 430.1 429.68 432.33 429.93 428 423.92 426.8315 3 48 Pavimento de concreto hidráulico MR=38 kg/cm2 incluye juntas encofrado y texturizado M3 202.59 202.95 204.54 205.37 206.16 203.79 203.42 204.86 205.91 202.85 203.22 202.59 204.17 205.81 204.41 203.24 205.26 205.45 204.11 204.56 204.96 205.97 205.75 207.03 205.87 205 203.02 204.4315 3 49 Pavimento de concreto hidráulico MR=39 kg/cm2 incluye juntas encofrado y texturizado M3 428.04 428.79 432.11 433.96 435.61 430.44 429.74 432.78 435.05 428.57 429.39 428.04 431.42 434.81 431.79 429.42 433.72 434.17 431.29 432.19 432.97 435.18 434.75 437.43 435 433.05 428.92 431.8715 3 50 Pavimento de concreto hidráulico MR=40 kg/cm2 incluye juntas encofrado y texturizado M3 385.85 386.51 389.49 391.08 392.59 388.07 387.39 390.13 392.13 386.35 387.01 385.85 388.84 391.95 389.26 387.04 390.88 391.24 388.7 389.52 390.32 392.25 391.84 394.26 392.05 390.39 386.63 389.2915 3 51 Pavimento hidráulico con concreto MR=38 kg/cm2 con fibra de polipropileno y control de T° M3 196.95 197.31 198.84 199.65 200.42 198.11 197.76 199.16 200.18 197.21 197.56 196.95 198.49 200.08 198.72 197.58 199.55 199.73 198.43 198.86 199.25 200.24 200.02 201.26 200.14 199.29 197.37 198.7415 3 52 Pavimento de concreto hidráulico con MR=38 e=12.50 cms M3 169.43 169.76 171.05 171.75 172.4 170.41 170.13 171.33 172.19 169.66 169.97 169.43 170.74 172.11 170.94 169.98 171.66 171.8 170.69 171.06 171.39 172.23 172.06 173.15 172.17 171.42 169.79 170.9715 3 53 Pavimento hidráulico conc MR=38 kg/cm2 e=12cm c/fibra de polipropileno y control de T° M2 23.63 23.68 23.86 23.96 24.05 23.77 23.73 23.9 24.02 23.66 23.71 23.63 23.82 24.01 23.85 23.71 23.94 23.97 23.81 23.86 23.91 24.03 24 24.15 24.02 23.91 23.68 23.8515 3 54 Pavimento de concreto hidráulico MR= 40 kg/cm2 e=12 CMS inc juntas encofrado y texturizado M2 23.07 23.12 23.3 23.39 23.48 23.21 23.17 23.33 23.45 23.1 23.15 23.07 23.25 23.44 23.28 23.15 23.38 23.4 23.25 23.3 23.34 23.46 23.43 23.58 23.45 23.35 23.12 23.2815 3 55 Pavimento de concreto hidraulico MR=38 kg/cm2 espesor= 7 cm incluye juntas encofrado y texturizado M2 16.08 16.11 16.24 16.3 16.36 16.18 16.15 16.26 16.34 16.1 16.13 16.08 16.21 16.34 16.23 16.13 16.29 16.31 16.2 16.24 16.27 16.35 16.33 16.43 16.34 16.27 16.11 16.2315 3 56 Losa de concreto e=6cm con ref #2@0.25 A.S. para rampa peatonal con acabado texturizado inc encofrado M2 11.54 11.56 11.64 11.7 11.74 11.62 11.59 11.66 11.73 11.56 11.58 11.54 11.63 11.72 11.64 11.58 11.7 11.7 11.63 11.64 11.67 11.73 11.71 11.79 11.73 11.67 11.56 11.6415 3 57 Pavimento con mezcla asfáltica en caliente; tamaño de agregado 3/4" e=5cm M2 15.27 15.3 15.42 15.48 15.54 15.36 15.33 15.44 15.52 15.29 15.32 15.27 15.39 15.51 15.41 15.32 15.47 15.49 15.38 15.42 15.45 15.52 15.51 15.6 15.52 15.45 15.3 15.4115 3 59 Pavimento de concreto hidráulico MR=38 kg/cm2 espesor= 10 cmincluye juntas encofrado y texturizado M2 19.96 19.99 20.15 20.23 20.31 20.07 20.04 20.18 20.28 19.98 20.02 19.96 20.11 20.27 20.14 20.02 20.22 20.24 20.11 20.15 20.19 20.29 20.27 20.39 20.28 20.19 20 20.1415 3 60 Pavimento de concreto hidráulico MR= 38 espesor=12 cm Incluye juntas encofrado y texturizado M2 22.61 22.65 22.83 22.92 23.01 22.75 22.71 22.87 22.98 22.64 22.68 22.61 22.79 22.97 22.82 22.69 22.91 22.93 22.78 22.83 22.88 22.99 22.97 23.11 22.98 22.88 22.66 22.8215 3 61 Concreto hidraulico MR=37 espesor= 15 cm fc= 230 kg/cm Incluye molseado M2 33.55 33.61 33.87 34 34.13 33.75 33.68 33.92 34.09 33.59 33.65 33.55 33.81 34.07 33.85 33.65 33.98 34.01 33.8 33.87 33.93 34.1 34.06 34.27 34.08 33.94 33.62 33.8515 3 62 FRAGUADO SOBRE EMPEDRADO EXISTENTE M2 4.41 4.41 4.45 4.47 4.49 4.43 4.42 4.45 4.48 4.41 4.42 4.41 4.44 4.48 4.44 4.42 4.47 4.47 4.44 4.45 4.45 4.49 4.48 4.51 4.48 4.46 4.41 4.4415 3 63 Pavimento asfaltico en frio e= 5 cms M2 11.71 11.73 11.82 11.87 11.91 11.78 11.76 11.84 11.9 11.72 11.74 11.71 11.8 11.89 11.81 11.75 11.86 11.87 11.8 11.82 11.85 11.9 11.89 11.96 11.9 11.85 11.73 11.8115 3 64 construccion de superficie terminada sobre empedrado fraguado existente M2 20.02 20.05 20.21 20.29 20.37 20.14 20.1 20.24 20.35 20.04 20.08 20.02 20.18 20.34 20.2 20.08 20.28 20.3 20.17 20.21 20.25 20.35 20.33 20.45 20.34 20.25 20.06 20.215 3 65 construccion de superficie terminada sobre empedrado seco M2 20.73 20.77 20.93 21.01 21.1 20.86 20.81 20.96 21.07 20.76 20.79 20.73 20.89 21.06 20.92 20.79 21 21.02 20.89 20.93 20.97 21.08 21.06 21.18 21.07 20.98 20.77 20.9215 3 66 empedrado en seco bajo superficie de rodamiento M3 63.75 63.86 64.36 64.62 64.87 64.12 64.01 64.46 64.79 63.83 63.94 63.75 64.24 64.76 64.32 63.95 64.59 64.65 64.23 64.37 64.49 64.81 64.74 65.14 64.78 64.51 63.88 64.3315 3 67 Empedrado fraguado superf. no terminada.(piedra 17.5 cm. mort. 1:3) no incluye excavacion ni relleno M2 14 14.03 14.14 14.19 14.25 14.09 14.06 14.16 14.23 14.02 14.05 14 14.11 14.23 14.13 14.05 14.19 14.2 14.11 14.14 14.17 14.24 14.22 14.31 14.23 14.17 14.03 14.1315 3 68 Pavimento de Concreto Hidraulico f´c 210 kg/cm2 e=0.11m M2 19.54 19.56 19.72 19.8 19.86 19.65 19.6 19.74 19.85 19.56 19.59 19.54 19.69 19.83 19.71 19.59 19.78 19.8 19.68 19.72 19.76 19.85 19.83 19.97 19.83 19.76 19.57 19.7115 3 69 Pavimento de Concreto Hidraulico E=0.12 cm f´c= 210 kg/cm2 M2 21.75 21.79 21.95 22.03 22.12 21.87 21.83 21.98 22.09 21.77 21.81 21.75 21.91 22.08 21.94 21.81 22.02 22.04 21.91 21.95 21.99 22.1 22.08 22.21 22.09 22 21.79 21.9415 3 70 Pavimento de concreto hidraúlico MR=37kg/cm2e=0.15 m; incluye juntas texturizado y encofrado. M2 22.17 22.21 22.38 22.47 22.56 22.3 22.26 22.42 22.53 22.2 22.24 22.17 22.34 22.52 22.37 22.24 22.46 22.48 22.33 22.38 22.43 22.54 22.51 22.65 22.53 22.43 22.21 22.3715 3 71 Concreto Hidraulico espesor 10 cm f´c= 210 Kg/cm2 hecho en obra M2 17.92 17.95 18.09 18.16 18.22 18.02 17.99 18.11 18.2 17.95 17.98 17.92 18.06 18.19 18.08 17.98 18.15 18.16 18.05 18.09 18.12 18.21 18.19 18.29 18.2 18.12 17.96 18.0815 3 72 Sum. y colcoacion de adoquin cuadrado de 20 x 20 cms. e=10 cms. color natural M2 15.35 15.38 15.49 15.56 15.62 15.44 15.41 15.52 15.6 15.37 15.4 15.35 15.47 15.59 15.49 15.4 15.55 15.56 15.46 15.5 15.53 15.6 15.59 15.68 15.6 15.53 15.38 15.4915 3 73 Sum. y colocacion de adoquin prepintado (color rojo) M2 16.1 16.13 16.25 16.32 16.38 16.19 16.16 16.28 16.36 16.12 16.15 16.1 16.22 16.35 16.24 16.15 16.31 16.32 16.22 16.25 16.29 16.37 16.35 16.45 16.36 16.29 16.13 16.2415 3 74 Pavimento de concreto hidraulico F´c= 210 kg/cm2 premezclado M3 147.44 147.71 148.86 149.46 150.04 148.31 148.05 149.09 149.86 147.63 147.9 147.44 148.59 149.78 148.77 147.91 149.39 149.52 148.55 148.87 149.17 149.9 149.74 150.67 149.83 149.2 147.75 148.7815 3 75 Pavimento de concreto hidraulico f´c= 280 kg/cm2 premezclado M3 159.98 160.27 161.52 162.17 162.8 160.92 160.64 161.77 162.6 160.19 160.48 159.98 161.23 162.52 161.42 160.49 162.09 162.24 161.18 161.53 161.85 162.65 162.48 163.48 162.57 161.88 160.32 161.4415 3 76 Pavimento de concreto hidráulico MR=36 e=0;10 m (acabado texturizado) inc juntas encof y texturizado M2 19.8 19.83 19.99 20.07 20.15 19.91 19.88 20.02 20.12 19.82 19.86 19.8 19.95 20.11 19.98 19.86 20.06 20.08 19.95 19.99 20.03 20.13 20.11 20.23 20.12 20.03 19.84 19.9815 3 77 EMPLANTILLADO DE PIEDRA CON MATERIALES DEL LUGAR PROP 1:3 e=0.50 m M2 57.29 57.39 57.84 58.07 58.29 57.62 57.52 57.93 58.23 57.36 57.46 57.29 57.73 58.2 57.8 57.47 58.04 58.09 57.72 57.84 57.96 58.24 58.18 58.54 58.21 57.97 57.41 57.8115 3 78 EMPLANTILLADO DE MAMPOSTERÍA e=0.23 m REPELLADO Y AFINADO. M3 101.38 101.56 102.35 102.76 103.16 101.98 101.79 102.51 103.04 101.51 101.69 101.38 102.17 102.99 102.29 101.7 102.71 102.81 102.14 102.36 102.56 103.07 102.96 103.6 103.02 102.58 101.59 102.315 3 79 SUMINISTRO Y COLOCACIÓN DE MEZCLA ASFÁLTICA EN CALIENTE M3 296.5 297.03 299.35 300.56 301.72 298.25 297.72 299.82 301.36 296.89 297.42 296.5 298.81 301.21 299.17 297.45 300.41 300.68 298.72 299.38 299.97 301.45 301.13 302.99 301.3 300.03 297.12 299.215 3 80 EMPEDRADO FRAGUADO SUPERFICIE TERMINADA M2 21.77 21.8 21.97 22.06 22.15 21.89 21.85 22.01 22.12 21.79 21.83 21.77 21.94 22.11 21.96 21.83 22.05 22.07 21.93 21.98 22.02 22.13 22.1 22.24 22.12 22.02 21.81 21.9615 3 81 Sum. e Instalacion de adoquin cuadrado color amarillo de 20x8x20 M2 16.1 16.13 16.25 16.32 16.38 16.19 16.16 16.28 16.36 16.12 16.15 16.1 16.22 16.35 16.24 16.15 16.31 16.32 16.22 16.25 16.29 16.37 16.35 16.45 16.36 16.29 16.13 16.2415 3 82 Pavimento de concreto Hidráulico MR=37 kg/cm2 E=10 cms incluye juntas encofrado y texturizado M2 35.42 35.47 35.76 35.91 36.07 35.61 35.55 35.82 36 35.46 35.52 35.42 35.68 35.98 35.73 35.53 35.9 35.92 35.66 35.76 35.83 36.02 35.97 36.19 35.99 35.85 35.48 35.7315 3 83 CONCRETO HIDRÁULICO MR=36 kg/cm2 CON BARRAS DE AMARRE ø 3/8" L=0.60 m @ 0.80 m M3 169.32 169.63 170.95 171.64 172.3 170.32 170.02 171.22 172.1 169.54 169.85 169.32 170.64 172.02 170.85 169.86 171.56 171.71 170.59 170.97 171.3 172.15 171.96 173.03 172.07 171.34 169.68 170.8615 3 84 Pavimento de concreto MR-38; e=12.5 cms. colocacion con bomba (incluye curado y sello de juntas) M3 203.71 204.09 205.66 206.5 207.27 204.89 204.53 205.99 207.03 203.97 204.34 203.71 205.28 206.94 205.52 204.36 206.38 206.56 205.23 205.67 206.06 207.08 206.87 208.17 207.01 206.1 204.14 205.5615 3 85 Capa de interfase con material de granulometría abierta e=3cms M2 0.8 0.8 0.81 0.81 0.81 0.8 0.8 0.81 0.81 0.8 0.8 0.8 0.81 0.81 0.81 0.8 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.82 0.81 0.81 0.8 0.8115 3 86 Pavimento c/mezcla asfáltica en caliente tamaño máximo de agregado de 1/2" M3 267.4 267.88 269.97 271.06 272.11 268.98 268.5 270.39 271.79 267.75 268.23 267.4 269.49 271.65 269.81 268.26 270.93 271.17 269.41 269.99 270.53 271.87 271.57 273.26 271.73 270.58 267.96 267.415 3 88 CONCRETO HIDRAULICO MR=36 e=0.10 m INCLUYE JUNTA e= 1/4" DOVELAS Y PASAJUNTAS (ACABADO TEXTURIZADO) M2 22.25 22.31 22.48 22.57 22.67 22.39 22.34 22.52 22.64 22.3 22.33 22.25 22.44 22.62 22.46 22.33 22.57 22.58 22.43 22.48 22.54 22.66 22.62 22.77 22.62 22.54 22.31 22.4615 3 89 Adoquinado sulaqueado con mortero M2 18.73 18.76 18.8 18.83 18.85 18.77 18.77 18.82 18.85 18.75 18.77 18.73 18.78 18.85 18.8 18.77 18.83 18.83 18.78 18.8 18.82 18.85 18.85 18.89 18.85 18.82 18.76 18.815 3 90 Empedrado en lecho de río e=17.5cm Mortero 1:3 con impermeabilizante mezclado M2 12.87 12.89 13 13.05 13.1 12.95 12.92 13.02 13.08 12.89 12.91 12.87 12.97 13.08 12.99 12.91 13.04 13.05 12.97 13 13.02 13.09 13.07 13.15 13.08 13.02 12.9 12.9915 3 91 Tratamiento superficial bicapa con agregados de ¾" y 3/8" M2 6.5 6.51 6.56 6.59 6.62 6.54 6.53 6.57 6.61 6.51 6.52 6.5 6.55 6.6 6.56 6.52 6.59 6.59 6.55 6.56 6.58 6.61 6.6 6.64 6.61 6.58 6.52 6.5615 4 1 Canaleta de piedra 0.60x1.10m. (mortero p/ peg piedra 1:5 repello 1:3) c/parrilla de tubo HoGo 3" M 291.65 292.18 294.45 295.64 296.78 293.38 292.84 294.91 296.44 292.03 292.55 291.65 293.93 296.29 294.28 292.58 295.5 295.76 293.84 294.48 295.06 296.52 296.2 298.03 296.38 295.12 292.26 294.3115 4 2 Caja tragante de piedra 0.60x0.60x 2.0 mts. ( mortero p/peg. piedra 1:5 repello 1:3 incluye excava M 370.54 371.2 374.1 375.61 377.06 372.73 372.05 374.68 376.62 371.02 371.68 370.54 373.43 376.43 373.87 371.72 375.42 375.75 373.32 374.13 374.87 376.73 376.32 378.64 376.54 374.94 371.31 373.9115 5 1 Remate con piedra de 30x40 cm (Mortero 1:4) M 11.32 11.34 11.43 11.48 11.52 11.39 11.37 11.45 11.51 11.34 11.36 11.32 11.41 11.5 11.42 11.36 11.47 11.48 11.41 11.43 11.46 11.51 11.5 11.57 11.51 11.46 11.35 11.4315 5 2 Remate con piedra existente de 30 x 40 cm M 8.65 8.66 8.73 8.77 8.8 8.7 8.68 8.74 8.79 8.66 8.67 8.65 8.72 8.79 8.73 8.68 8.76 8.77 8.71 8.73 8.75 8.79 8.78 8.84 8.79 8.75 8.67 8.7315 5 3 Badem con piedra existente repello 1:3 Incluye excavacion M2 11.86 11.88 11.97 12.02 12.07 11.93 11.91 11.99 12.06 11.88 11.9 11.86 11.95 12.05 11.97 11.9 12.02 12.03 11.95 11.98 12 12.06 12.05 12.12 12.05 12 11.89 11.9715 5 4 Badem Incluyen excavacion y repello 1:3 M2 18.31 18.35 18.49 18.56 18.64 18.42 18.39 18.52 18.61 18.34 18.37 18.31 18.46 18.6 18.48 18.37 18.55 18.57 18.45 18.49 18.53 18.62 18.6 18.71 18.61 18.53 18.35 18.4815 5 5 Canaleta de 35x30 cms manposteria de piedra 1:5 Incluye excavacion M 33.12 33.18 33.44 33.57 33.7 33.32 33.26 33.49 33.66 33.16 33.22 33.12 33.38 33.65 33.42 33.23 33.56 33.59 33.37 33.44 33.51 33.67 33.64 33.85 33.66 33.51 33.19 33.4215 5 6 Canaleta con piedra existente de 35x50 cms manposteria de piedra 1:5Incluye excavacion M 20.21 20.25 20.4 20.49 20.57 20.33 20.29 20.44 20.54 20.24 20.27 20.21 20.37 20.53 20.39 20.27 20.48 20.49 20.36 20.41 20.45 20.55 20.53 20.65 20.54 20.45 20.25 20.3915 5 7 Canaleta de 60x60 cms manposteria de piedra mosrtero 1:5 Incluye excavacion M 43.93 44.01 44.35 44.53 44.7 44.19 44.11 44.42 44.65 43.99 44.06 43.93 44.27 44.63 44.32 44.07 44.51 44.55 44.26 44.35 44.44 44.66 44.62 44.89 44.64 44.45 44.02 44.3315 5 8 CANAL CERRADO 55X45CMHC/LOSA SIN EXCAVACION M 68.21 68.33 68.86 69.14 69.41 68.61 68.48 68.97 69.33 68.29 68.42 68.21 68.74 69.29 68.82 68.42 69.1 69.16 68.72 68.87 69 69.35 69.27 69.7 69.31 69.02 68.35 68.8315 5 9 Cordon de 18x40 cms con piedra existente Incluye excavacion M 7.49 7.5 7.56 7.59 7.62 7.53 7.52 7.57 7.61 7.5 7.51 7.49 7.55 7.61 7.56 7.51 7.59 7.59 7.55 7.56 7.58 7.61 7.61 7.65 7.61 7.58 7.5 7.5615 5 10 Canaleta de piedra de 1.00x1.00 mts. 1:5 repello 1:3 con excavacíon M 79.08 79.23 79.84 80.17 80.48 79.55 79.41 79.97 80.38 79.19 79.33 79.08 79.7 80.34 79.8 79.34 80.13 80.2 79.68 79.85 80.01 80.41 80.32 80.81 80.37 80.02 79.25 79.815 5 11 Canaleta de concreto media caña 30x20 cms repellada y afinada M 14.39 14.42 14.53 14.59 14.64 14.48 14.45 14.55 14.63 14.41 14.43 14.39 14.5 14.62 14.52 14.44 14.58 14.59 14.5 14.53 14.56 14.63 14.62 14.71 14.62 14.56 14.42 14.5215 5 12 Badem repello 1:3 piedra 17.5 cms sin excavacion y relleno M2 16.9 16.93 17.06 17.13 17.19 17 16.97 17.09 17.17 16.92 16.95 16.9 17.03 17.17 17.05 16.95 17.12 17.13 17.02 17.06 17.09 17.18 17.16 17.27 17.17 17.1 16.93 17.0515 5 13 Cordon cuneta de concreto de 18 x 40 cms repellado y pulido M 37.65 37.72 38.01 38.16 38.31 37.87 37.8 38.07 38.27 37.7 37.76 37.65 37.94 38.25 37.99 37.77 38.14 38.18 37.93 38.01 38.09 38.28 38.24 38.47 38.26 38.1 37.73 37.9915 5 14 CORDON LADRILLO BARRO /PISO CANCHABKBFUTBOL;M=1:4 M 5.1 5.11 5.15 5.17 5.19 5.13 5.12 5.16 5.18 5.11 5.11 5.1 5.14 5.18 5.15 5.12 5.17 5.17 5.14 5.15 5.16 5.18 5.18 5.21 5.18 5.16 5.11 5.1515 5 15 Cordon de piedra existente de 18 x40 cms repellado y con excavacion M 8.09 8.1 8.17 8.2 8.23 8.14 8.12 8.18 8.22 8.1 8.11 8.09 8.15 8.22 8.16 8.11 8.19 8.2 8.15 8.17 8.18 8.22 8.21 8.26 8.22 8.18 8.1 8.1615 5 16 Cordon cuneta de piedra repellado y pulido M 18.42 18.45 18.59 18.67 18.74 18.53 18.49 18.62 18.72 18.44 18.47 18.42 18.56 18.71 18.58 18.48 18.66 18.68 18.56 18.6 18.63 18.72 18.7 18.82 18.72 18.64 18.45 18.5815 5 17 Cordon de piedra de 18 x 40 cms repello 1:3 con excavacion M 11.02 11.04 11.13 11.17 11.21 11.09 11.07 11.14 11.2 11.03 11.05 11.02 11.11 11.2 11.12 11.06 11.17 11.18 11.1 11.13 11.15 11.2 11.19 11.26 11.2 11.15 11.04 11.1215 5 18 Cuneta de concreto en "V" 35 cms por lado M 27.63 27.68 27.9 28.01 28.12 27.8 27.75 27.94 28.09 27.67 27.72 27.63 27.85 28.08 27.88 27.72 28 28.02 27.84 27.9 27.96 28.1 28.07 28.24 28.08 27.96 27.69 27.8915 5 19 Cuneta de concreto F´C=210 KG/CM2 con excavacion y repello M2 29.08 29.13 29.36 29.48 29.59 29.25 29.2 29.41 29.56 29.12 29.17 29.08 29.31 29.55 29.34 29.17 29.46 29.49 29.3 29.36 29.42 29.57 29.54 29.72 29.55 29.43 29.14 29.3515 5 20 Canaleta de concreto media caña de 40 x 20 cms. M 16.86 16.89 17.02 17.09 17.16 16.96 16.93 17.05 17.14 16.88 16.91 16.86 16.99 17.13 17.01 16.91 17.08 17.1 16.99 17.02 17.06 17.14 17.13 17.23 17.14 17.06 16.9 17.0215 5 21 CORDON CUNETA DE CONCRETO M 26.79 26.83 27.03 27.14 27.24 26.94 26.89 27.07 27.21 26.82 26.87 26.79 26.99 27.19 27.02 26.87 27.13 27.15 26.98 27.04 27.09 27.22 27.19 27.35 27.2 27.09 26.84 27.0215 5 22 Canaleta de piedra 1.00 x1.00 mts. 1:5 repello 1:3 con excavacion M 35.53 35.6 35.88 36.02 36.16 35.74 35.68 35.93 36.12 35.58 35.64 35.53 35.81 36.1 35.85 35.65 36 36.03 35.8 35.88 35.95 36.13 36.09 36.31 36.11 35.96 35.61 35.8615 5 23 Doble cuneta de piedra sin repello 8 sección 1.20 mts) M 26.34 26.39 26.59 26.7 26.81 26.5 26.45 26.64 26.77 26.38 26.42 26.34 26.55 26.76 26.58 26.43 26.69 26.71 26.54 26.6 26.65 26.78 26.75 26.92 26.77 26.65 26.4 26.5815 5 24 Doble cuneta de piedra sin repello seccion de 0.60 mts. M 15.13 15.16 15.28 15.34 15.4 15.22 15.2 15.3 15.38 15.15 15.18 15.13 15.25 15.38 15.27 15.18 15.33 15.35 15.25 15.28 15.31 15.39 15.37 15.47 15.38 15.31 15.17 15.2715 5 25 Cordón de concreto 30x15 con ref 4#4 +E#3@0.215 Conc 210 y fy=2800 Kgf/cm2 Incluye encofrado M 23.66 23.69 23.87 24 24.09 23.81 23.75 23.93 24.07 23.68 23.73 23.66 23.85 24.06 23.87 23.73 24 24.02 23.85 23.88 23.95 24.07 24.06 24.18 24.07 23.95 23.71 23.8715 5 26 Cuneta en " V" de concreto FC= 150 kg/cm2 Espesor=8 cms h= 0.40 mts b= 1.00 mts) Incluye excavac M 32.72 32.77 33.02 33.14 33.26 32.9 32.84 33.06 33.23 32.76 32.81 32.72 32.96 33.21 33 32.82 33.12 33.15 32.95 33.02 33.08 33.23 33.2 33.39 33.22 33.08 32.78 3315 5 27 Cordon de Concreto de 20X45 CM F´C=210 KG/CM2 M 26 26.04 26.25 26.35 26.45 26.15 26.1 26.29 26.42 26.03 26.08 26 26.2 26.41 26.23 26.08 26.34 26.36 26.19 26.25 26.3 26.43 26.4 26.57 26.42 26.31 26.05 26.23

15 5 28 RESANE DE CORDON CUNETA EXISTENTE M 1.27 1.27 1.28 1.29 1.29 1.28 1.28 1.29 1.29 1.27 1.28 1.27 1.28 1.29 1.28 1.28 1.29 1.29 1.28 1.28 1.29 1.29 1.29 1.3 1.29 1.29 1.27 1.2815 5 29 Baden con mampostería de piedra ancho=1m e=12.50cms concreto f'c=180 kg/cm2 (No incluye excavación) M 18.68 18.72 18.85 18.94 19.01 18.79 18.76 18.88 18.99 18.71 18.74 18.68 18.82 18.98 18.85 18.74 18.93 18.94 18.82 18.85 18.91 19 18.97 19.08 18.98 18.91 18.73 18.8515 5 30 Cordón cuneta B=0.5m H=0.36m forjado c/mamp de piedra mort 1:3 repellado y afinado M 17.62 17.66 17.79 17.87 17.94 17.73 17.68 17.82 17.92 17.63 17.67 17.62 17.75 17.91 17.79 17.67 17.86 17.87 17.74 17.8 17.84 17.93 17.91 18.02 17.91 17.84 17.66 17.7915 5 31 Baden de piedra de 0.175m con repello de 0.025m mortero 1:3 (No incluye terracería) M2 21.17 21.21 21.38 21.46 21.58 21.31 21.27 21.42 21.56 21.21 21.24 21.17 21.34 21.53 21.37 21.24 21.46 21.48 21.33 21.4 21.44 21.56 21.52 21.65 21.55 21.44 21.23 21.3715 5 32 Cuneta de mampostería de piedra de 30x20 repellada y afinada M 17.16 17.19 17.33 17.4 17.46 17.26 17.23 17.35 17.44 17.18 17.22 17.16 17.3 17.44 17.32 17.22 17.39 17.4 17.29 17.33 17.36 17.45 17.43 17.54 17.44 17.37 17.2 17.3215 5 33 EMPLANTILLADO DE PIEDRA PARA DESCARGA DE AGUAS LLUVIAS M3 102.28 102.51 103.2 103.69 104.07 102.91 102.71 103.47 103.9 102.46 102.62 102.28 103.07 103.86 103.17 102.63 103.64 103.7 103.04 103.21 103.52 103.99 103.83 104.49 103.87 103.52 102.53 103.1815 5 34 GEOCOMPUESTO PARA DRENAJE TIPO MACDRAIN 2L M 12.61 12.64 12.74 12.79 12.84 12.69 12.67 12.76 12.82 12.63 12.65 12.61 12.71 12.82 12.73 12.65 12.78 12.79 12.71 12.74 12.76 12.83 12.81 12.89 12.82 12.76 12.64 12.7315 5 35 MODIFICACION CORDON CUNETA C/ CORDON DE PIEDRA 20X15CM Y REJILLA M 59.96 60.06 60.53 60.78 61.02 60.31 60.21 60.62 60.93 60.03 60.14 59.96 60.42 60.9 60.5 60.14 60.75 60.8 60.41 60.53 60.67 60.95 60.89 61.27 60.93 60.67 60.08 60.515 5 36 CONFORMACION DE CUNETA DE TIERRA M 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.115 5 37 CANALETA FORJADA 0.7X0.4 CONCRETO 180 KG/CM2 E=10CM M 20.49 20.51 20.67 20.75 20.83 20.6 20.56 20.71 20.81 20.5 20.55 20.49 20.64 20.81 20.66 20.55 20.75 20.76 20.64 20.67 20.72 20.82 20.79 20.92 20.81 20.72 20.54 20.6615 5 38 Canaleta de (a=0.80 ) con parrila de angulo 1 1/4 M 42.45 42.53 42.83 43.03 43.18 42.7 42.62 42.93 43.11 42.5 42.59 42.45 42.77 43.11 42.82 42.59 42.99 43.03 42.75 42.84 42.94 43.13 43.09 43.37 43.11 42.94 42.53 42.8215 5 40 Baden de piedra de 17.5 cm. c/superf. terminada de concreto e= 7.5 cm. 210 kg/cms2 sin excav. y rell M2 18.29 18.32 18.46 18.54 18.61 18.4 18.36 18.49 18.59 18.31 18.34 18.29 18.43 18.58 18.45 18.35 18.53 18.55 18.43 18.47 18.5 18.59 18.57 18.69 18.58 18.51 18.33 18.4515 5 41 Cordon Cuneta de piedra (0.5 m x 0.26 m) Rep. y Afinada M 14.54 14.57 14.68 14.74 14.8 14.63 14.6 14.7 14.78 14.56 14.59 14.54 14.66 14.77 14.67 14.59 14.73 14.75 14.65 14.68 14.71 14.79 14.77 14.86 14.78 14.72 14.57 14.6715 5 42 Baden de piedra y revestimiento de concreto. ancho=1.0 m. ; tirante=0.15m. M 20.08 20.11 20.28 20.36 20.43 20.2 20.16 20.3 20.41 20.11 20.14 20.08 20.23 20.39 20.26 20.15 20.34 20.37 20.23 20.28 20.32 20.41 20.39 20.52 20.4 20.32 20.13 20.2615 5 43 Canaleta en "V" de piedra ligada con mortero superficie de concreto ancho = 0.65 m tirante=0.2m M 15.53 15.54 15.66 15.73 15.78 15.61 15.58 15.69 15.77 15.54 15.57 15.53 15.64 15.76 15.66 15.57 15.73 15.73 15.64 15.66 15.69 15.77 15.76 15.84 15.76 15.69 15.55 15.6615 5 44 Reparación de canaleta existente con mampostería de piedra (50% en mal estado) M 12.67 12.69 12.78 12.84 12.89 12.74 12.72 12.81 12.88 12.68 12.7 12.67 12.76 12.87 12.78 12.7 12.83 12.84 12.76 12.79 12.81 12.88 12.87 12.94 12.87 12.82 12.69 12.7815 5 45 Reparación de cordón cuneta o calaleta existente (picado repellado y afinado) M2 8.15 8.15 8.23 8.25 8.3 8.2 8.16 8.25 8.3 8.15 8.16 8.15 8.21 8.29 8.22 8.16 8.25 8.27 8.21 8.23 8.25 8.3 8.28 8.32 8.29 8.25 8.15 8.2215 5 46 Cuneta de piedra 0.80 m de ancho x 0.17 m de profundidad promedio M 18.1 18.13 18.27 18.34 18.41 18.2 18.17 18.3 18.39 18.12 18.15 18.1 18.24 18.38 18.26 18.16 18.33 18.35 18.23 18.27 18.31 18.4 18.38 18.49 18.39 18.31 18.14 18.2615 5 47 Cordon de bloque de 15 M 5.85 5.86 5.91 5.93 5.95 5.89 5.88 5.92 5.95 5.86 5.87 5.85 5.9 5.94 5.9 5.87 5.93 5.93 5.9 5.91 5.92 5.95 5.94 5.98 5.95 5.92 5.86 5.915 5 48 Cordón cuneta de mampostería de piedra 0.15x0.40+0.40x0.185+ m mortero 1:3 repellado y pulido M 19.52 19.56 19.71 19.79 19.87 19.64 19.6 19.74 19.84 19.55 19.58 19.52 19.67 19.83 19.7 19.58 19.78 19.79 19.67 19.71 19.75 19.85 19.83 19.95 19.84 19.75 19.56 19.715 5 49 Cordon cuneta de mamposteria de piedra 0.3x0.15 mortero 1:3 repellado y afinado M 9.37 9.39 9.46 9.5 9.54 9.43 9.41 9.48 9.53 9.39 9.4 9.37 9.45 9.52 9.46 9.4 9.5 9.51 9.45 9.47 9.48 9.53 9.52 9.58 9.53 9.49 9.39 9.4615 5 50 Badén de mamposteria E= 25cm c/superficie concret E=5 cm 280 kg/cm2 sección irregular. M2 27.53 27.57 27.78 27.91 28.03 27.68 27.63 27.82 27.97 27.56 27.61 27.53 27.72 27.95 27.76 27.61 27.88 27.92 27.72 27.78 27.83 27.98 27.94 28.13 27.97 27.83 27.57 27.7715 5 51 CORDÓN CUNETA DE PIEDRA 0.50X0.35 m; REPELLADO PROP 1:3 Y PULIDO M 23.27 23.32 23.48 23.58 23.69 23.41 23.37 23.53 23.66 23.31 23.34 23.27 23.43 23.64 23.47 23.34 23.58 23.58 23.43 23.49 23.55 23.67 23.63 23.78 23.65 23.55 23.32 23.4715 5 52 CANALETA TIPO CUNETA DE MAMPOSTERIA DE PIEDRA0.8X0.5 M 20.7 20.74 20.9 20.99 21.07 20.83 20.79 20.93 21.04 20.73 20.77 20.7 20.86 21.03 20.89 20.77 20.98 20.99 20.86 20.9 20.95 21.05 21.03 21.16 21.04 20.95 20.75 20.8915 5 53 CORDON REPELLADO Y PULIDO DE MAMPOSTERIA DE PIEDRA 0.2 X 0.18 M 9.58 9.59 9.67 9.71 9.75 9.63 9.62 9.68 9.74 9.59 9.61 9.58 9.65 9.73 9.66 9.61 9.7 9.71 9.65 9.67 9.69 9.74 9.73 9.79 9.73 9.69 9.6 9.6615 5 54 CUNETA REPELLADA Y PULIDA DE MAMPOSTERIA DE PIEDRA 0.25 X 0.20 M 12.54 12.56 12.66 12.71 12.76 12.62 12.59 12.68 12.75 12.56 12.58 12.54 12.64 12.74 12.65 12.58 12.71 12.72 12.64 12.66 12.69 12.75 12.74 12.82 12.75 12.69 12.57 12.6615 5 55 Resane de cordón cuneta existente con concreto f'c=210 Kgf/cm2 M 4.27 4.28 4.3 4.32 4.34 4.29 4.28 4.3 4.34 4.28 4.28 4.27 4.29 4.33 4.3 4.28 4.32 4.33 4.29 4.3 4.3 4.34 4.33 4.35 4.33 4.3 4.28 4.315 5 56 CORDÓN CUNETA 0.18X0.50 m CON PIEDRA DEL LUGAR MORTERO 1:3 REPELLADO Y PULIDO 1:1 M 11.86 11.88 11.98 12.03 12.07 11.93 11.91 12 12.06 11.88 11.9 11.86 11.96 12.05 11.97 11.9 12.02 12.03 11.95 11.98 12 12.06 12.05 12.12 12.06 12 11.89 11.9715 5 57 Cordón cuneta 40x15 en L con ref 5#3 +G#3@0.20 Conc 210 y fy=2800 Kgf/cm2 Incluye encofrado M 29.88 29.95 30.16 30.29 30.42 30.07 30 30.23 30.37 29.9 29.98 29.88 30.11 30.35 30.15 29.98 30.28 30.3 30.1 30.17 30.24 30.37 30.35 30.54 30.35 30.24 29.96 30.1515 5 58 Cordón de concreto 35x15 con ref 3#3 +G#3@0.20 Conc 210 y fy=2800 Kgf/cm2 Incluye encofrado M 18.91 18.97 19.1 19.17 19.27 19.04 19 19.15 19.24 18.92 18.99 18.91 19.06 19.23 19.1 18.99 19.16 19.18 19.05 19.1 19.15 19.24 19.23 19.34 19.23 19.15 18.98 19.115 5 59 Cordon de piedra de 0.175 x 0.5 mts. M 11.09 11.11 11.19 11.24 11.28 11.15 11.13 11.21 11.27 11.1 11.12 11.09 11.17 11.26 11.19 11.12 11.23 11.24 11.17 11.19 11.22 11.27 11.26 11.33 11.27 11.22 11.11 11.1915 5 60 Cordón de piedra de 15 x 30 cms repello 1:3 y afinado 1:1 M 8.47 8.49 8.55 8.59 8.63 8.52 8.5 8.57 8.63 8.48 8.49 8.47 8.53 8.62 8.55 8.49 8.58 8.59 8.53 8.55 8.57 8.63 8.61 8.66 8.62 8.57 8.49 8.5515 5 61 Cordón cuneta 0.80x0.54 forjada con mampostería de piedra e=0.175m repello 1:3 y afinado 1:1 M 26.74 26.8 26.99 27.1 27.21 26.9 26.86 27.04 27.18 26.78 26.83 26.74 26.95 27.17 26.98 26.83 27.09 27.11 26.94 26.99 27.05 27.18 27.16 27.32 27.17 27.07 26.8 26.9815 5 62 Reparación de cordón cuneta o calaleta existente (picado repellado y pulido) M2 8.15 8.15 8.23 8.25 8.3 8.2 8.16 8.25 8.3 8.15 8.16 8.15 8.21 8.29 8.22 8.16 8.25 8.27 8.21 8.23 8.25 8.3 8.28 8.32 8.29 8.25 8.15 8.2215 5 63 Cuneta en "V" de mampostería de piedra h=0.40 mts b=1.00 mts repellada y pulida M 32.79 32.85 33.1 33.24 33.37 32.98 32.92 33.15 33.33 32.83 32.89 32.79 33.04 33.31 33.08 32.89 33.22 33.25 33.03 33.11 33.17 33.34 33.3 33.51 33.32 33.18 32.86 33.0915 5 64 Doble cuneta de concreto hidráulico MR=36Kg/cm2 ancho=0.60 m afinado M 11.67 11.69 11.79 11.83 11.88 11.74 11.72 11.8 11.86 11.69 11.71 11.67 11.76 11.86 11.78 11.71 11.83 11.84 11.76 11.79 11.81 11.87 11.86 11.93 11.86 11.81 11.7 11.7815 5 65 Cordon de piedra de 20 x 40 cms repello 1:3 con excavacion M 18.82 18.85 19 19.08 19.15 18.93 18.89 19.03 19.13 18.84 18.88 18.82 18.96 19.12 18.99 18.88 19.07 19.08 18.96 19 19.04 19.13 19.11 19.23 19.12 19.04 18.86 18.9915 5 66 Canal y cordón mampostería de piedra; sección 0.60X0.35m Area hidráulica=0.45x0.07m rep. y pulido M 19.55 19.57 19.73 19.81 19.9 19.65 19.61 19.77 19.87 19.56 19.59 19.55 19.69 19.85 19.72 19.59 19.8 19.81 19.69 19.74 19.78 19.88 19.84 19.96 19.85 19.79 19.57 19.7215 5 67 Cordón cuneta de piedra repellado y pulido (piedra del lugar) M 13.48 13.5 13.61 13.66 13.72 13.56 13.53 13.63 13.7 13.5 13.52 13.48 13.58 13.69 13.6 13.52 13.66 13.67 13.58 13.61 13.64 13.7 13.69 13.77 13.7 13.64 13.51 13.615 6 1 BARANDAL METALICO TUB.DE 4" M 68.39 68.51 69.04 69.32 69.59 68.79 68.67 69.15 69.51 68.48 68.6 68.39 68.92 69.47 69 68.61 69.29 69.35 68.9 69.05 69.19 69.53 69.45 69.89 69.5 69.2 68.53 69.0115 6 2 SEÑALES HORIZONTALES M 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.515 6 3 SEÑALES VERTICALES U 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.5 98.515 6 4 SEÑALES DISCONTINUAS PAVIMENTO C/PIMT. TERMOPLAST M 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.49 3.4915 6 5 PINTURA TERMO PLASTICA PARA TRAFICO 10CM DE ANCHO M 1.5 1.5 1.51 1.52 1.53 1.51 1.51 1.52 1.52 1.5 1.5 1.5 1.51 1.52 1.51 1.5 1.52 1.52 1.51 1.51 1.52 1.53 1.52 1.53 1.52 1.52 1.5 1.5115 6 6 BARANDAL DE SEGURIDAD 2 TUBOS GALV. ° 4 PULG. M 76.24 76.38 76.98 77.29 77.59 76.69 76.56 77.1 77.5 76.34 76.48 76.24 76.84 77.46 76.93 76.49 77.25 77.32 76.82 76.98 77.14 77.52 77.43 77.91 77.48 77.15 76.4 76.9415 6 7 LINEAS SOBRE PAVIMENTO KM 1503.97 1506.68 1518.41 1524.58 1530.44 1512.85 1510.14 1520.82 1528.64 1505.93 1508.64 1503.97 1515.71 1527.89 1517.51 1508.79 1523.83 1525.18 1515.25 1518.56 1521.57 1529.09 1527.44 1536.91 1528.34 1521.87 1507.13 1517.6615 6 8 MARCAS DE SEGURIDAD M2 19.02 19.05 19.2 19.28 19.35 19.13 19.1 19.23 19.33 19.04 19.08 19.02 19.17 19.32 19.19 19.08 19.27 19.29 19.16 19.2 19.24 19.33 19.31 19.43 19.33 19.24 19.06 19.1915 6 9 VIALETA REFLECTIVA AMARILLA DOS CARAS U 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.05 3.0515 6 10 VIALETA REFLECTIVA CARA SENCILLA U 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.415 6 11 SEÑALES PARA HITOS KILOMETRICOS U 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 75 7515 6 13 SEÑALES DE TRANSITO INFORMATIVAS SI-1 U 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 175 17515 6 14 SEÑALES DE TRANSITO INFORMATIVAS SI-2 U 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 225 22515 6 15 Tumulo con mansposteria de piedra y de Concreto 1.2.2 de 0.70 x 0.30 U 19.59 19.62 19.78 19.85 19.93 19.7 19.67 19.81 19.91 19.61 19.65 19.59 19.74 19.9 19.76 19.65 19.85 19.86 19.73 19.78 19.82 19.92 19.89 20.02 19.91 19.82 19.63 19.7715 6 16 Tumulo (empedrado sup. terminada) ancho 1.0m alto 0.2m M 11.97 11.99 12.08 12.13 12.18 12.04 12.02 12.1 12.16 11.99 12.01 11.97 12.06 12.16 12.08 12.01 12.13 12.14 12.06 12.08 12.11 12.17 12.15 12.23 12.16 12.11 12 12.0815 6 17 BASTON DE ACERO DE 3/4" Fy=4200kg/cm2 ANCLADO 0.6M CON ADITIVO C/u 40.87 40.95 41.27 41.43 41.59 41.11 41.04 41.33 41.54 40.93 41 40.87 41.19 41.52 41.24 41 41.41 41.45 41.18 41.27 41.35 41.56 41.51 41.77 41.54 41.36 40.96 41.2515 6 18 Túmulo de concreto hidráulico M 17.65 17.68 17.82 17.89 17.96 17.75 17.72 17.85 17.94 17.67 17.7 17.65 17.79 17.93 17.81 17.71 17.88 17.9 17.78 17.82 17.86 17.94 17.92 18.04 17.94 17.86 17.69 17.8115 6 19 Simbolo gráfico de accesibilidad universal sobre pavimento U 9.18 9.18 9.25 9.3 9.35 9.23 9.22 9.29 9.31 9.18 9.19 9.18 9.24 9.31 9.25 9.19 9.3 9.3 9.24 9.25 9.29 9.31 9.31 9.37 9.31 9.29 9.19 9.2515 7 1 MEJORAMIENT.SUPERF.RODAMIENTOCOMFORM.CUNETA YCHAP KM 2717.5 2722.4 2743.6 2754.73 2765.34 2733.52 2728.65 2747.93 2762.06 2721.04 2725.93 2717.5 2738.7 2760.7 2741.96 2726.19 2753.37 2755.83 2737.88 2743.86 2749.29 2762.88 2759.9 2777 2761.52 2749.83 2723.22 2742.2415 7 2 REPARACION CAMINO(CHAPCOMF.CUNETAYMEJORAM.RODAMI M2 0.56 0.56 0.56 0.57 0.57 0.56 0.56 0.56 0.57 0.56 0.56 0.56 0.56 0.57 0.56 0.56 0.57 0.57 0.56 0.56 0.56 0.57 0.57 0.57 0.57 0.57 0.56 0.5615 7 3 Reparación de concreto en acera existente M2 9.26 9.27 9.35 9.38 9.42 9.31 9.29 9.36 9.41 9.27 9.28 9.26 9.33 9.41 9.34 9.29 9.38 9.39 9.33 9.35 9.36 9.41 9.4 9.46 9.41 9.37 9.28 9.3415 7 4 ALMOHADILLAS ELASTOMERICAS (NEOPRENOS) DE 0.20X0.14X7/8" C/2 LAMINAS DE ACERO 3.175MM U 163.11 163.41 164.68 165.35 165.98 164.08 163.78 164.94 165.79 163.33 163.62 163.11 164.39 165.71 164.58 163.64 165.27 165.41 164.34 164.7 165.02 165.84 165.66 166.69 165.76 165.06 163.46 164.615 7 5 LIMPIEZA DE EMPEDRADO EXISTENTE M2 0.23 0.23 0.24 0.24 0.24 0.23 0.23 0.24 0.24 0.23 0.23 0.23 0.23 0.24 0.24 0.23 0.24 0.24 0.23 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.23 0.2415 7 6 CAPA NIVELANTE CON MORTERO 1:6 M2 6.71 6.73 6.78 6.8 6.83 6.76 6.75 6.79 6.82 6.72 6.74 6.71 6.76 6.82 6.78 6.74 6.8 6.8 6.76 6.78 6.79 6.82 6.82 6.87 6.82 6.79 6.73 6.7815 7 7 Colocacion de Cascajo Rojo En area de Juegos e=7 cm M2 1.86 1.86 1.88 1.88 1.89 1.87 1.87 1.88 1.89 1.86 1.86 1.86 1.87 1.89 1.87 1.86 1.88 1.88 1.87 1.88 1.88 1.89 1.89 1.9 1.89 1.88 1.86 1.8815 7 8 Placa de Neopreno DURAZA 60t = 20x20x1" C/u 62.34 62.45 62.94 63.2 63.44 62.71 62.6 63.04 63.36 62.42 62.54 62.34 62.83 63.33 62.9 62.54 63.16 63.22 62.81 62.95 63.07 63.38 63.31 63.71 63.35 63.08 62.47 62.9115 7 9 Suministro e Instalación de Juntas Tipo Panal de Neopreno Comprensible M 136.9 137.15 138.21 138.78 139.31 137.71 137.46 138.43 139.15 137.08 137.32 136.9 137.97 139.08 138.13 137.34 138.71 138.83 137.93 138.23 138.5 139.19 139.04 139.9 139.12 138.53 137.19 138.1515 7 10 Juntas de 4 cm de ancho con angulo de 2 1/2 y sello poliuretano M 53.27 53.37 53.79 54 54.21 53.59 53.49 53.87 54.15 53.34 53.44 53.27 53.69 54.12 53.75 53.44 53.98 54.03 53.67 53.79 53.9 54.16 54.11 54.44 54.14 53.91 53.39 53.7615 7 11 JUNTA METALICA DE ANGULO 4"X4"X1/4" ANCLADA A CONCRETO CON BARRA CORRUGADA DE 1/2" @ 0.40 m M 45.38 45.46 45.82 46 46.18 45.65 45.57 45.89 46.13 45.44 45.52 45.38 45.74 46.1 45.79 45.53 45.98 46.02 45.72 45.82 45.91 46.14 46.09 46.38 46.12 45.92 45.48 45.815 7 12 APOYO ELASTOMERICO DE NEOPRENO DUREZA 60 M2 258.24 258.71 260.72 261.78 262.79 259.77 259.3 261.14 262.48 258.58 259.04 258.24 260.26 262.35 260.57 259.07 261.65 261.89 260.18 260.75 261.27 262.56 262.27 263.9 262.43 261.32 258.79 260.5915 7 13 SUMINISTRO E INSTALACION DE PLACA DE NEOPRENE DUREZA 60t DE 20X20 e=1/2" C/u 49.58 49.67 50.06 50.26 50.45 49.87 49.78 50.14 50.4 49.65 49.74 49.58 49.97 50.37 50.03 49.74 50.24 50.28 49.95 50.06 50.16 50.41 50.36 50.67 50.39 50.17 49.69 50.0315 7 14 PLACAS METÁLICAS DE APOYO 0.35X0.35 m e=3/8 + 2 GRAPAS DE ACERO N° 5 C/u 74.2 74.35 74.92 75.22 75.51 74.64 74.51 75.04 75.43 74.29 74.45 74.2 74.79 75.39 74.89 74.45 75.17 75.27 74.75 74.93 75.08 75.45 75.37 75.83 75.42 75.09 74.37 74.8915 7 15 Neopreno de 0.20x0.30 e=1 1/4" con 3 laminillas de 3/16 Grado de dureza 60 durometros C/u 255.56 226.98 228.74 229.67 230.56 227.91 227.5 229.11 230.29 226.86 227.27 226.57 228.34 230.17 228.61 227.29 229.56 229.76 228.27 228.77 229.22 230.35 230.1 231.53 230.24 229.27 227.05 228.6315 7 16 Junta de 5cms 2L4"x4"x3/8" tope #2 y anclaje #4 @0.30 Panal de neopreno y sello elastamérico M 194.36 194.71 196.22 197.02 197.78 195.5 195.15 196.53 197.54 194.61 194.96 194.36 195.87 197.45 196.11 194.98 196.92 197.1 195.81 196.24 196.63 197.6 197.39 198.61 197.51 196.67 194.77 196.1315 7 17 Sum/inst neopreno de 9"x20"x1 3/8" (Incluye 2 neopreno de 5/8" de 60 Durómetros+1 placa acero 1/8) C/u 393.62 394.32 397.39 399.01 400.54 395.94 395.23 398.02 400.07 394.13 394.84 393.62 396.69 399.87 397.16 394.87 398.81 399.17 396.57 397.43 398.22 400.19 399.76 402.24 399.99 398.3 394.44 397.215 7 18 SUMINISTRO Y COLOCACIÓN DE POLVO DE PIEDRA M2 2.2 2.2 2.22 2.23 2.24 2.21 2.21 2.22 2.24 2.2 2.21 2.2 2.22 2.24 2.22 2.21 2.23 2.23 2.22 2.22 2.23 2.24 2.23 2.25 2.24 2.23 2.2 2.2215 7 19 Apoyo de viga (Inc. PL0.50x0.50x3/4"+Neopreno 0.50x0.50x60mm+PL0.55x0.80x3/4"+4Pernos 1"+Accesorios) C/u 1292.09 1294.4 1304.39 1309.64 1314.64 1299.65 1297.34 1306.44 1313.1 1293.76 1296.06 1292.09 1302.08 1312.46 1303.62 1296.19 1309 1310.16 1301.7 1304.52 1307.08 1313.49 1312.07 1320.15 1312.84 1307.34 1294.78 1303.7515 7 20 Corte lineal en pavimento (Bacheo) M 0.85 0.85 0.86 0.86 0.87 0.86 0.86 0.86 0.87 0.85 0.85 0.85 0.86 0.87 0.86 0.85 0.86 0.86 0.86 0.86 0.86 0.87 0.87 0.87 0.87 0.86 0.85 0.8615 7 21 Junta metálica 2L3"X3"X1/4" + Pletina de 1/4"x6" anclada a conc con varilla corrug 1/2" @ 0.25 m M 40.99 41.06 41.36 41.51 41.66 41.22 41.15 41.42 41.61 41.04 41.11 40.99 41.29 41.59 41.33 41.11 41.49 41.52 41.28 41.36 41.43 41.62 41.58 41.82 41.6 41.44 41.07 41.3415 7 22 Sum/inst neopreno de 20x25x1.5" (Incluye 3 laminas de acero 1/8" Dureza =60D) C/u 155.66 155.94 157.16 157.8 158.4 156.58 156.3 157.41 158.22 155.87 156.15 155.66 156.88 158.14 157.07 156.16 157.72 157.86 156.83 157.17 157.49 158.26 158.09 159.07 158.19 157.52 155.99 157.0815 7 23 Junta metálica 2L2 1/2"X2 1/2"X1/4"+PL de 3/16"x6" anclada a conc con varilla corrug 1/2" @ 0.15 m M 34.33 34.39 34.63 34.76 34.88 34.52 34.46 34.68 34.84 34.38 34.43 34.33 34.58 34.83 34.61 34.43 34.74 34.77 34.57 34.64 34.7 34.85 34.82 35.01 34.84 34.7 34.4 34.6215 7 24 CAPA NIVELANTE CON CONCRETO MR=34 kG/CM2 M2 0.94 0.94 0.95 0.95 0.95 0.94 0.94 0.95 0.95 0.94 0.94 0.94 0.95 0.95 0.95 0.94 0.95 0.95 0.94 0.95 0.95 0.95 0.95 0.96 0.95 0.95 0.94 0.9515 7 25 Suministro e Instalación de Juntas Tipo Panal de Neopreno Comprensible con 2L4x4x1/4 anclados a conc M 167.77 168.06 169.37 170.05 170.72 168.74 168.44 169.62 170.49 167.99 168.28 167.77 169.06 170.41 169.27 168.3 169.97 170.12 169.01 169.38 169.7 170.55 170.37 171.42 170.46 169.74 168.11 169.2815 7 26 Sum/inst de juntas tipo panal de neopreno comprensible con 2L3x3x3/8 anclado a concreto M 149.5 149.76 150.91 151.51 152.08 150.36 150.1 151.14 151.9 149.69 149.95 149.5 150.64 151.83 150.82 149.97 151.44 151.57 150.6 150.92 151.21 151.95 151.79 152.71 151.88 151.24 149.81 150.8315 7 27 Neopreno de 40cm x 20cm x 1.5" de espesor con 3 placas de refuerzo de 1/8" Dureza 60 C/u 225.07 225.48 227.23 228.15 229.03 226.4 225.99 227.59 228.76 225.36 225.77 225.07 226.83 228.65 227.1 225.79 228.04 228.24 226.76 227.25 227.7 228.83 228.58 230 228.72 227.75 225.54 227.1215 7 28 Junta de dilatación e=2" c/durapack y sikaflex M 8.1 8.12 8.18 8.21 8.24 8.15 8.13 8.19 8.23 8.11 8.13 8.1 8.16 8.23 8.17 8.13 8.21 8.21 8.16 8.18 8.2 8.24 8.23 8.28 8.23 8.2 8.12 8.1715 7 29 Junta de dilatación de 1.25cm rellena con mortero 1:7 M 1.71 1.71 1.73 1.73 1.74 1.72 1.72 1.73 1.74 1.71 1.72 1.71 1.72 1.74 1.73 1.72 1.73 1.73 1.72 1.73 1.73 1.74 1.74 1.75 1.74 1.73 1.71 1.7315 7 30 JUNTA DE DILATACIÓN EN PAVIMENTO DE CONCRETO (EMULSIÓN ASFÁLTICO) M 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.34 1.35 1.34 1.34 1.34 1.3415 8 1 Sum. e Inst. Alambre Raizor de Acero Inoxidable M 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.82 7.8215 9 1 Piso de Concreto E=12.5 CM Ho.#2 @ 15 M2 27.03 27.08 27.29 27.4 27.5 27.19 27.14 27.33 27.47 27.07 27.11 27.03 27.24 27.46 27.27 27.12 27.38 27.41 27.23 27.29 27.34 27.48 27.45 27.62 27.46 27.35 27.09 27.2815 9 2 Piso de concreto simple FC=180 E=10 CMS M2 18.59 18.62 18.77 18.84 18.91 18.7 18.67 18.8 18.89 18.62 18.65 18.59 18.74 18.88 18.76 18.65 18.83 18.85 18.73 18.77 18.81 18.9 18.88 18.99 18.89 18.81 18.63 18.7615 9 3 Rampa de acceso con concreto simple FC= 180 kg/cm2 M2 18.59 18.62 18.77 18.84 18.91 18.7 18.67 18.8 18.89 18.62 18.65 18.59 18.74 18.88 18.76 18.65 18.83 18.85 18.73 18.77 18.81 18.9 18.88 18.99 18.89 18.81 18.63 18.7615 9 4 Piso de concreto FC = 210 KG/CM2 ref.con electromalla 6/6 E=10 CMS M2 20.51 20.55 20.71 20.79 20.87 20.63 20.59 20.74 20.85 20.54 20.57 20.51 20.67 20.84 20.7 20.58 20.78 20.8 20.67 20.71 20.75 20.85 20.83 20.96 20.84 20.75 20.55 20.715 9 5 Piso de concreto con electromalla con electromalla de 6/6 E=5CMS M2 14.49 14.52 14.63 14.69 14.75 14.58 14.55 14.65 14.73 14.51 14.54 14.49 14.61 14.72 14.62 14.54 14.68 14.7 14.6 14.63 14.66 14.73 14.72 14.81 14.73 14.66 14.52 14.6215 9 6 Piso de concreto decorado E=10 CMS M2 33.65 33.71 33.97 34.11 34.24 33.85 33.79 34.02 34.2 33.69 33.75 33.65 33.91 34.18 33.95 33.76 34.09 34.12 33.9 33.97 34.04 34.21 34.17 34.38 34.19 34.05 33.72 33.9515 9 8 Losa de pisos E=10CMS con electromalla 6/6 y plastocrete. M2 21.18 21.22 21.38 21.47 21.55 21.3 21.26 21.42 21.53 21.21 21.24 21.18 21.34 21.52 21.37 21.25 21.46 21.48 21.34 21.38 21.43 21.53 21.51 21.64 21.52 21.43 21.22 21.3715 9 9 Losa de piso E=16CM ref. #3@15 y #3@30 2 LECHOS FC= 280 KG/CM2 INCLUYE MOLDEADO M3 290.84 291.37 293.64 294.82 295.97 292.57 292.03 294.1 295.62 291.22 291.74 290.84 293.12 295.47 293.46 291.77 294.68 294.94 293.03 293.67 294.25 295.71 295.39 297.21 295.56 294.3 291.45 293.4915 9 11 Pavimento de concreto hidraulico MR=40 KG/CM2 (Concreto premezclado) M3 179.13 179.43 180.81 181.54 182.25 180.14 179.82 181.1 182.03 179.36 179.66 179.13 180.51 181.95 180.7 179.67 181.44 181.62 180.44 180.82 181.18 182.09 181.9 183.02 181.99 181.22 179.48 180.7115 9 13 Piso de concreto simple f´c=180 Kg/cm2 e = 5 cms. M2 9.88 9.9 9.97 10.01 10.05 9.94 9.92 9.99 10.04 9.89 9.91 9.88 9.96 10.04 9.97 9.91 10.01 10.02 9.95 9.97 9.99 10.04 10.03 10.09 10.04 10 9.9 9.9715 9 15 Pavimento de concreto MR=38 Kg/cm2; ref #3@20cm+#4@15cm en ambos lechos M3 268.23 268.7 270.81 271.9 272.93 269.81 269.34 271.25 272.62 268.59 269.07 268.23 270.34 272.49 270.65 269.09 271.76 272.01 270.23 270.83 271.37 272.71 272.4 274.11 272.57 271.43 268.79 270.66

15 9 16 Rampa de acceso vehicular c/concreto MR36 y angulo de 1"x1"x1/4" en aristas M 12.85 12.87 12.97 13.02 13.08 12.92 12.9 12.99 13.06 12.87 12.89 12.85 12.95 13.05 12.96 12.89 13.02 13.03 12.95 12.97 13 13.06 13.05 13.13 13.06 13 12.88 12.9716 INSTALACIONES PROVISIONALES16 1 1 BODEGA E INSTALAC.PROVISIONALES Sg. 899.17 900.78 907.8 911.48 914.99 904.48 902.85 909.23 913.92 900.34 901.96 899.17 906.19 913.47 907.26 902.04 911.03 911.84 905.92 907.89 909.69 914.19 913.2 918.85 913.73 909.86 901.05 907.3516 1 2 BODEGA 7X4.8=33M2MAD.PINOFORRO LAM.GPUERTA2VEN U 766.72 768.1 774.08 777.23 780.22 771.25 769.87 775.31 779.3 767.72 769.1 766.72 772.71 778.91 773.63 769.18 776.84 777.53 772.48 774.16 775.69 779.53 778.68 783.52 779.14 775.85 768.33 773.716 1 3 ANDAMIO DE MADERA A 2 MTS DE ALTURA M 6.35 6.36 6.41 6.44 6.46 6.39 6.38 6.42 6.46 6.36 6.37 6.35 6.4 6.45 6.41 6.37 6.43 6.44 6.4 6.41 6.43 6.46 6.45 6.49 6.45 6.43 6.36 6.4116 1 4 BODEGA DE MATERIALES E INODORO PROVISIONAL Sg. 1561.42 1564.24 1576.41 1582.81 1588.9 1570.63 1567.82 1578.91 1587.03 1563.43 1566.27 1561.42 1573.61 1586.25 1575.48 1566.41 1582.02 1583.43 1573.13 1576.56 1579.68 1587.5 1585.78 1595.62 1586.72 1580.01 1564.69 1575.6316 1 5 BODEGA DE LAMINA Y MADERA 7X3M PISO DE TIERRA M2 656.78 657.97 663.09 665.78 668.34 660.66 659.47 664.14 667.55 657.63 658.82 656.78 661.91 667.23 662.7 658.88 665.45 666.04 661.71 663.15 664.46 667.75 667.03 671.17 667.43 664.6 658.16 662.7616 1 6 ANDAMIO METALICO DE 2 A 4 M DE ALTURA (POR ML) Día 9.55 9.57 9.64 9.68 9.72 9.6 9.59 9.66 9.7 9.56 9.58 9.55 9.62 9.7 9.63 9.58 9.67 9.68 9.62 9.64 9.66 9.71 9.7 9.76 9.7 9.66 9.57 9.6416 1 7 INSTALACIONES ELECTRICAS PROVISIONALES Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 116 1 8 INSTALACIONES PROVISIONALES Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 116 1 9 Oficina de campo para el contratista C/u 2017 2020.63 2036.36 2044.63 2052.5 2028.9 2025.27 2039.59 2050.08 2019.62 2023.25 2017 2032.73 2049.07 2035.15 2023.45 2043.62 2045.44 2032.13 2036.56 2040.6 2050.68 2048.47 2061.17 2049.68 2041 2021.24 2035.3516 1 10 Instalaciones provisionales de aguas negras C/u 3229 3234.81 3260 3273.24 3285.83 3248.05 3242.24 3265.16 3281.96 3233.2 3239.01 3229 3254.19 3280.34 3258.06 3239.33 3271.62 3274.53 3253.22 3260.32 3266.78 3282.92 3279.37 3299.72 3281.31 3267.43 3235.78 3258.3816 2 1 ROTULO F.I.S. U 137.42 137.67 138.74 139.3 139.84 138.23 137.98 138.96 139.67 137.6 137.85 137.42 138.49 139.6 138.66 137.86 139.23 139.36 138.45 138.75 139.02 139.71 139.56 140.43 139.64 139.05 137.71 138.6716 2 2 HECHURA INSTALACION Y MANTENIMIENTO ROTULO FISDL U 265.39 265.87 267.94 269.03 270.06 266.96 266.48 268.36 269.74 265.74 266.21 265.39 267.46 269.61 267.78 266.24 268.89 269.13 267.38 267.96 268.5 269.82 269.53 271.2 269.69 268.55 265.95 267.8116 2 3 ROTULO FORESTAL C/u 98.02 98.2 98.96 99.36 99.74 98.6 98.42 99.12 99.63 98.15 98.32 98.02 98.78 99.58 98.9 98.33 99.31 99.4 98.76 98.97 99.17 99.66 99.55 100.17 99.61 99.19 98.23 98.9116 2 4 ROTULO DE 12X1.75 FAB C/TUBO IND DE 1"X1" C/LAM GALV No 26 MAS IMP DE VINIL A FULL COLOR LAMINADO C/u 3055.48 3060.98 3084.81 3097.34 3109.26 3073.51 3068.01 3089.7 3105.59 3059.45 3064.95 3055.48 3079.31 3104.06 3082.98 3065.26 3095.81 3098.56 3078.4 3085.12 3091.23 3106.51 3103.15 3122.4 3104.98 3091.84 3061.9 3083.2816 2 5 Rótulo de identificación de proyectos FISDL C/u 328.28 329.02 331.47 332.9 334.16 330.26 329.76 331.91 333.75 328.78 329.52 328.28 331 333.57 331.33 329.56 332.75 333 330.94 331.5 332.09 333.85 333.5 335.45 333.68 332.24 329.12 331.3616 3 2 Cerco de lámina galvanizada #26 con estructura de costanera de pino (Depreciación) M 4.56 4.57 4.61 4.63 4.64 4.59 4.58 4.62 4.64 4.57 4.58 4.56 4.6 4.64 4.61 4.58 4.62 4.63 4.6 4.61 4.62 4.64 4.64 4.66 4.64 4.62 4.57 4.6117 INSTALACIONES MECÁNICAS17 1 1 AIRE ACONDICIONADO MINI SPLIT DE 28000 BTU U 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 1060 106017 1 2 EQUIPO AIRE ACONDICIONADO 32000BTU U 2004.62 2008.23 2023.87 2032.08 2039.9 2016.45 2012.84 2027.07 2037.5 2007.23 2010.84 2004.62 2020.26 2036.49 2022.66 2011.04 2031.08 2032.89 2019.66 2024.07 2028.08 2038.1 2035.89 2048.52 2037.1 2028.48 2008.83 2022.8617 1 3 Sum. e Inst. de aire acondicionado tipo MINI SPLIT 9000 BTU U 722.92 723.1 723.94 724.37 724.8 723.54 723.35 724.12 724.67 723.04 723.23 722.92 723.74 724.62 723.88 723.25 724.32 724.42 723.7 723.96 724.18 724.69 724.57 725.24 724.65 724.2 723.14 723.8917 1 4 Sum. - inst. Aire Acondicionado tipo Mini Split de 12000 BTU U 598.3 599.38 604.04 606.5 608.83 601.83 600.75 605 608.11 599.08 600.15 598.3 602.97 607.81 603.68 600.21 606.2 606.74 602.79 604.1 605.3 608.29 607.63 611.4 607.99 605.42 599.56 603.7417 1 5 Sum. - inst. Aire Acondicionado tipo Mini Split de 18000 BTU U 717.77 719.06 724.66 727.6 730.4 722 720.71 725.81 729.54 718.7 720 717.77 723.37 729.18 724.23 720.07 727.24 727.89 723.15 724.73 726.17 729.76 728.97 733.49 729.4 726.31 719.28 724.317 1 6 Sum. - inst. Aire Acondicionado tipo Mini Split de 24000 BTU U 700 701.26 706.72 709.59 712.32 704.13 702.87 707.84 711.48 700.91 702.17 700 705.46 711.13 706.3 702.24 709.24 709.87 705.25 706.79 708.19 711.69 710.92 715.33 711.34 708.33 701.47 706.3717 1 7 Sum. e instalacion de equipo de AA. tipo mini split de 36000 btu C/u 1695.13 1698.18 1711.41 1718.36 1724.97 1705.14 1702.08 1714.12 1722.93 1697.34 1700.39 1695.13 1708.36 1722.09 1710.39 1700.56 1717.51 1719.04 1707.85 1711.58 1714.97 1723.44 1721.58 1732.26 1722.59 1715.31 1698.69 1710.5617 1 8 Sum. e instalacion de equipo de AA tipo central de 5 ton. C/u 2094.26 2098.03 2114.36 2122.95 2131.12 2106.62 2102.85 2117.72 2128.61 2096.98 2100.75 2094.26 2110.6 2127.56 2113.11 2100.96 2121.9 2123.79 2109.97 2114.57 2118.76 2129.23 2126.93 2140.12 2128.19 2119.18 2098.66 2113.3217 1 9 Sum. e instalacion de equipo de AA de 7.5 ton. central C/u 5195 5204.35 5244.87 5266.17 5286.43 5225.65 5216.3 5253.18 5280.2 5201.75 5211.1 5195 5235.52 5277.6 5241.76 5211.62 5263.57 5268.25 5233.96 5245.39 5255.78 5281.76 5276.04 5308.77 5279.16 5256.82 5205.91 5242.2717 1 10 Sum. e instalacion de ducto tipo sandwich de aluminio poliuretano de 12" x 12" M 49.1 49.19 49.57 49.77 49.96 49.39 49.3 49.65 49.91 49.16 49.25 49.1 49.48 49.88 49.54 49.26 49.75 49.79 49.47 49.58 49.68 49.92 49.87 50.18 49.9 49.69 49.2 49.5517 1 11 Reinstalacion de unidad condensadora de 5 ó 7.5 ton. C/u 336.73 337.3 339.56 340.8 341.97 338.48 337.97 340.06 341.63 337.14 337.71 336.73 339.12 341.41 339.39 337.71 340.64 340.9 339.03 339.63 340.22 341.71 341.32 343.22 341.55 340.29 337.38 339.4617 1 12 AIRE ACONDICIONADO TIPO VENTANA DE 18000 BTU U 443.02 443.8 447.16 448.92 450.6 445.56 444.79 447.85 450.09 443.58 444.36 443.02 446.38 449.87 446.9 444.4 448.71 449.1 446.25 447.2 448.06 450.22 449.74 452.45 450 448.15 443.93 446.9417 1 13 SUM. E INSTALACION DE EXTRACTOR DE AIRE PARA TECHO MODELO 688. 50 CFM C/u 36.8 36.86 37.15 37.3 37.44 37.01 36.95 37.21 37.4 36.84 36.91 36.8 37.08 37.38 37.13 36.91 37.28 37.31 37.07 37.15 37.23 37.41 37.37 37.6 37.39 37.23 36.87 37.1317 1 14 Sum. e Instalacion de tuberia de cobre de 1/2" forrada con tuberia plastica de 5/8" M 9.59 9.61 9.68 9.72 9.76 9.65 9.63 9.7 9.75 9.6 9.62 9.59 9.66 9.74 9.68 9.62 9.72 9.73 9.66 9.68 9.7 9.75 9.74 9.8 9.75 9.7 9.61 9.6817 1 15 Suministro e instalacion de equipo de AA. tipo mini split de 60000 BTU C/u 1786.6 1789.82 1803.75 1811.08 1818.04 1797.14 1793.93 1806.61 1815.9 1788.92 1792.14 1786.6 1800.54 1815.01 1802.68 1792.32 1810.18 1811.79 1800 1803.93 1807.5 1816.44 1814.47 1825.73 1815.54 1807.86 1790.35 1802.8617 1 16 Equipo de Aire Acondicionado tipo mini split de 60000 BTU incl estructura de soporte C/u 1877.69 1881.08 1895.62 1903.27 1910.56 1888.71 1885.34 1898.6 1908.33 1880.12 1883.48 1877.69 1892.26 1907.38 1894.49 1883.67 1902.33 1904 1891.68 1895.8 1899.54 1908.88 1906.83 1918.6 1907.94 1899.91 1881.62 1894.717 2 1 BOMBA ACHICADORA COMBUSTIBLE 5.5 H.P.3 PULG. Día 35.13 35.19 35.47 35.61 35.75 35.34 35.27 35.52 35.71 35.18 35.24 35.13 35.4 35.69 35.45 35.24 35.59 35.63 35.39 35.47 35.54 35.72 35.68 35.9 35.7 35.55 35.2 35.4517 2 2 PLANTA ELECTRICA DE 3 KW. 110/220 VOLT Día 44.98 45.06 45.41 45.6 45.77 45.25 45.16 45.48 45.72 45.04 45.12 44.98 45.33 45.7 45.38 45.12 45.57 45.61 45.32 45.42 45.51 45.73 45.68 45.97 45.71 45.52 45.07 45.3917 3 1 Planta Electriva de Emergencia 30 KVA U 13900 13925.02 14033.44 14090.43 14144.64 13982.01 13956.99 14055.68 14127.96 13918.07 13943.09 13900 14008.42 14121.01 14025.1 13944.48 14083.48 14095.99 14004.25 14034.83 14062.63 14132.13 14116.84 14204.41 14125.18 14065.41 13929.19 14026.4917 4 1 Elevador de 2 niveles con capacidad de 450 Kg U 26400.83 26448.35 26654.28 26762.52 26865.48 26556.59 26509.07 26696.52 26833.8 26435.15 26482.67 26400.83 26606.76 26820.6 26638.44 26485.31 26749.32 26773.08 26598.84 26656.92 26709.72 26841.72 26812.68 26979.01 26828.52 26715 26456.27 26641.0817 4 2 Elevador de 2 niveles con capacidad de 800 Kg U 25865.18 25911.74 26113.49 26219.53 26320.41 26017.78 25971.23 26154.87 26289.37 25898.8 25945.36 25865.18 26066.93 26276.44 26097.97 25947.95 26206.6 26229.88 26059.17 26116.07 26167.8 26297.13 26268.68 26431.63 26284.2 26172.98 25919.5 26100.5518 MOBILIARIO Y EQUIPO18 1 1 PIZARRA POR M2 M2 30.86 30.91 31.16 31.28 31.4 31.04 30.99 31.21 31.37 30.9 30.96 30.86 31.1 31.35 31.14 30.96 31.27 31.29 31.09 31.16 31.22 31.38 31.34 31.53 31.36 31.23 30.92 31.1418 1 2 PIZARRA PLYWOOD BANACK 1/2" MARCO DECEDRO 4.0X1.28 U 392.15 392.86 395.91 397.52 399.05 394.46 393.75 396.54 398.58 392.66 393.36 392.15 395.21 398.38 395.68 393.4 397.32 397.68 395.09 395.95 396.74 398.7 398.27 400.74 398.5 396.81 392.97 395.7218 1 3 MARCO DE CEDRO P/PIZARRÓN (HECHURA Y COLOCACIÓN) U 67.56 67.69 68.22 68.49 68.75 67.96 67.84 68.32 68.67 67.65 67.77 67.56 68.09 68.64 68.17 67.78 68.46 68.52 68.07 68.22 68.35 68.69 68.62 69.04 68.66 68.37 67.7 68.1818 1 4 CAJA PARA BORRADOR DE PLYWOOD 1/4" U 10.09 10.11 10.19 10.23 10.27 10.15 10.13 10.21 10.26 10.11 10.12 10.09 10.17 10.25 10.18 10.13 10.23 10.24 10.17 10.19 10.21 10.26 10.25 10.31 10.26 10.21 10.11 10.1818 1 5 PIZARRA PLYWOOD 1/2" MARCO DE CEDRO 4.88X1.22 U 450.51 451.33 454.84 456.68 458.44 453.17 452.36 455.56 457.9 451.1 451.91 450.51 454.03 457.68 454.57 451.95 456.46 456.86 453.89 454.88 455.78 458.04 457.54 460.38 457.81 455.87 451.46 454.6118 1 6 Pizarra de 4.88X1.22 Plywood de 1/2" (acrilico-madera) U 408.32 409.06 412.25 413.92 415.51 410.73 410 412.9 415.02 408.86 409.59 408.32 411.51 414.82 412 409.63 413.71 414.08 411.39 412.28 413.1 415.14 414.69 417.27 414.94 413.18 409.18 412.0418 1 7 PIZARRA MITAD PLYWOOD MITAD FORMICA C/u 200.9 201.26 202.83 203.65 204.44 202.09 201.73 203.15 204.19 201.16 201.52 200.9 202.47 204.1 202.71 201.54 203.55 203.73 202.41 202.85 203.25 204.26 204.04 205.3 204.15 203.29 201.32 202.7318 1 10 Pizarra para escribir con plumón 4.88x1.22 m U 309.73 310.29 312.7 313.97 315.18 311.56 311 313.2 314.81 310.13 310.69 309.73 312.15 314.65 312.52 310.72 313.82 314.1 312.05 312.73 313.35 314.9 314.56 316.51 314.75 313.42 310.38 312.5518 1 11 Pupitre Bipersonal U 92.92 93.09 93.81 94.19 94.56 93.47 93.3 93.96 94.44 93.04 93.21 92.92 93.64 94.4 93.76 93.22 94.15 94.23 93.62 93.82 94.01 94.47 94.37 94.95 94.43 94.03 93.12 93.7718 1 12 Escritorio tipo secretarial U 132.74 132.98 134.01 134.56 135.08 133.52 133.28 134.23 134.92 132.91 133.15 132.74 133.78 134.85 133.93 133.16 134.49 134.61 133.74 134.03 134.29 134.96 134.81 135.65 134.89 134.32 133.02 133.9518 1 13 Silla tipo secretarial (capacidad 175 lbs). U 39.82 39.89 40.2 40.37 40.52 40.05 39.98 40.27 40.47 39.87 39.94 39.82 40.13 40.45 40.18 39.95 40.35 40.38 40.12 40.21 40.29 40.49 40.44 40.69 40.47 40.29 39.9 40.1818 1 14 Entrepaños c/plywood banack 3/8" ancho 30 cms ref. con estructura de cedro lijado y pintado M 16.34 16.36 16.49 16.56 16.62 16.43 16.4 16.52 16.6 16.36 16.39 16.34 16.46 16.6 16.48 16.39 16.55 16.57 16.46 16.49 16.53 16.61 16.59 16.69 16.6 16.53 16.37 16.4818 1 15 Suministro de pupitre unipersonal mediano: mesa y silla C/u 66.38 66.5 67.02 67.29 67.55 66.77 66.65 67.12 67.47 66.47 66.59 66.38 66.9 67.44 66.98 66.59 67.26 67.32 66.88 67.02 67.16 67.49 67.42 67.83 67.46 67.17 66.52 66.9818 1 16 Suministro de mesa trapezoidal de tubo industrial redondo de 1/2" sup. forrada de madera C/u 39.83 39.9 40.21 40.38 40.53 40.07 39.99 40.28 40.48 39.88 39.95 39.83 40.14 40.46 40.19 39.96 40.36 40.39 40.13 40.22 40.3 40.5 40.45 40.7 40.48 40.3 39.91 40.1918 1 17 Suministro de silla parvula de estruc. metal. tubo redondo de 1/2" sup. forrada de madera C/u 13.28 13.3 13.41 13.46 13.51 13.36 13.33 13.43 13.5 13.3 13.32 13.28 13.38 13.49 13.4 13.32 13.46 13.47 13.38 13.41 13.44 13.5 13.49 13.57 13.5 13.44 13.31 13.418 1 18 MUEBLE PARA LABORATORIO C/u 1017.84 1019.66 1027.62 1031.92 1035.82 1024.07 1022.3 1029.4 1034.52 1019.23 1021.23 1017.84 1026 1034.13 1027.17 1021.31 1031.39 1032.29 1025.76 1027.73 1029.86 1034.92 1033.82 1040.24 1034.35 1030.17 1020.06 1027.2418 1 19 Pizarra de corcho 0.75x0.50ancho C/u 57.52 57.62 58.07 58.31 58.53 57.86 57.76 58.16 58.46 57.59 57.7 57.52 57.97 58.43 58.04 57.7 58.28 58.33 57.95 58.08 58.19 58.48 58.42 58.78 58.45 58.2 57.64 58.0418 1 20 Pizarra acrílica 1.00x 0.70 C/u 75.22 75.36 75.94 76.25 76.54 75.66 75.53 76.06 76.45 75.32 75.45 75.22 75.81 76.42 75.9 75.46 76.21 76.28 75.78 75.95 76.1 76.48 76.39 76.87 76.44 76.12 75.38 75.918 1 21 Mesa Plegable de Hierro 1.60x0.80 con acabados de melanina o formica color C/u 75 75.14 75.72 76.03 76.32 75.44 75.31 75.84 76.23 75.1 75.23 75 75.59 76.19 75.68 75.24 75.99 76.06 75.56 75.73 75.88 76.25 76.17 76.64 76.22 75.89 75.16 75.6818 1 23 Entrepaños c/plywood de 3/8" ancho 40 cms ref. con estructura de cedro lijado y pintado M 11.21 11.23 11.32 11.37 11.41 11.28 11.26 11.34 11.4 11.23 11.25 11.21 11.3 11.39 11.31 11.25 11.36 11.37 11.3 11.32 11.34 11.4 11.39 11.46 11.4 11.35 11.24 11.3218 1 24 Pizarra de corcho de 1.20x0.80 (dimensiones m) C/u 147.25 147.51 148.66 149.27 149.84 148.12 147.87 148.89 149.66 147.43 147.71 147.25 148.4 149.58 148.58 147.71 149.2 149.32 148.35 148.68 148.97 149.71 149.56 150.48 149.63 148.99 147.56 148.58

18 1 25 C/u 115.04 115.25 116.14 116.62 117.06 115.72 115.51 116.33 116.93 115.19 115.4 115.04 115.94 116.87 116.08 115.41 116.56 116.66 115.9 116.16 116.39 116.96 116.83 117.56 116.9 116.41 115.28 116.09

18 2 1 TABLERO P/CANCHA DE B.K.B.(CENÍCERO) U 190.16 190.51 191.99 192.77 193.51 191.29 190.94 192.29 193.28 190.41 190.75 190.16 191.65 193.19 191.87 190.77 192.67 192.84 191.59 192.01 192.39 193.34 193.13 194.33 193.24 192.43 190.56 191.8918 2 2 MARCO HO.GO.Y TABLERO(CENÍCERO) CANCHA DE B.K.B. U 626.13 627.26 632.14 634.71 637.15 629.83 628.7 633.15 636.4 626.95 628.07 626.13 631.01 636.09 631.77 628.13 634.39 634.96 630.83 632.2 633.46 636.59 635.9 639.84 636.28 633.58 627.45 631.8318 2 3 PORTERIAS CANCHA FUTBOL C/MALLA U 173.87 174.19 175.54 176.26 176.93 174.9 174.59 175.82 176.73 174.1 174.41 173.87 175.23 176.64 175.44 174.43 176.17 176.33 175.18 175.56 175.91 176.78 176.59 177.68 176.69 175.94 174.24 175.4618 2 4 TABLERO P/CANCHA DE B.K.B. (CENÍCERO) C/u 190.16 190.51 191.99 192.77 193.51 191.29 190.94 192.29 193.28 190.41 190.75 190.16 191.65 193.19 191.87 190.77 192.67 192.84 191.59 192.01 192.39 193.34 193.13 194.33 193.24 192.43 190.56 191.8918 3 1 Suministro e Instalación de extractor de aire con filtro de 1HP 1340 rpm C/u 1013.57 1015.39 1023.3 1027.46 1031.41 1019.55 1017.73 1024.92 1030.19 1014.89 1016.71 1013.57 1021.48 1029.69 1022.69 1016.81 1026.95 1027.86 1021.17 1023.4 1025.43 1030.5 1029.38 1035.77 1029.99 1025.63 1015.7 1022.7918 3 2 Suministro de equipo de computo PC C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 3 Suministro de equipo servidor C/u 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0118 3 4 Suministro de servicio de red C/u 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0118 3 5 Suministro de computadora Laptop C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 6 suministro de impresor de inyeccion C/u 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0118 3 7 Suministro de impresor matricial C/u 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0118 3 8 Suministro de proyector multimedia C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 9 Suministro de fotocopiadora multifuncional C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 10 APARATO TELEFONICO CON FAX C/u 120 120.22 121.15 121.64 122.11 120.71 120.49 121.34 121.97 120.16 120.37 120 120.94 121.91 121.08 120.38 121.58 121.69 120.9 121.16 121.4 122 121.87 122.63 121.94 121.43 120.25 121.0918 3 11 BATERIA UPS C/u 100 100.18 100.96 101.37 101.76 100.59 100.41 101.12 101.64 100.13 100.31 100 100.78 101.59 100.9 100.32 101.32 101.41 100.75 100.97 101.17 101.67 101.56 102.19 101.62 101.19 100.21 100.9118 3 12 COMPUTADORA PORTÁTIL CON SISTEMA OPERATIVO Y OFIMÁTICA PRIVATIVO C/u 1250 1252.25 1262 1267.13 1272 1257.38 1255.13 1264 1270.5 1251.63 1253.88 1250 1259.75 1269.88 1261.25 1254 1266.5 1267.63 1259.38 1262.13 1264.63 1270.88 1269.5 1277.38 1270.25 1264.88 1252.63 1261.3818 3 13 COMPUTADORA DE ESCRITORIO PROCESADOR CORE 2 DUO 2.6 Ghz MÍNIMO 2 GB DE MEMORIA RAM C/u 800 801.44 807.68 810.96 814.08 804.72 803.28 808.96 813.12 801.04 802.48 800 806.24 812.72 807.2 802.56 810.56 811.28 806 807.76 809.36 813.36 812.48 817.52 812.96 809.52 801.68 807.2818 3 14 PROYECTOR DE MULTIMEDIA C/u 900 901.62 908.64 912.33 915.84 905.31 903.69 910.08 914.76 901.17 902.79 900 907.02 914.31 908.1 902.88 911.88 912.69 906.75 908.73 910.53 915.03 914.04 919.71 914.58 910.71 901.89 908.1918 3 15 IMPRESOR MULTIFUNCIONAL LASER (IMPRESOR SCANNER FOTOCOPIADORA) C/u 4000 4007.2 4038.4 4054.8 4070.4 4023.6 4016.4 4044.8 4065.6 4005.2 4012.4 4000 4031.2 4063.6 4036 4012.8 4052.8 4056.4 4030 4038.8 4046.8 4066.8 4062.4 4087.6 4064.8 4047.6 4008.4 4036.418 3 16 APARATO DE FAX C/u 175 175.32 176.68 177.4 178.08 176.03 175.72 176.96 177.87 175.23 175.54 175 176.37 177.78 176.58 175.56 177.31 177.47 176.31 176.7 177.05 177.92 177.73 178.83 177.84 177.08 175.37 176.5918 3 17 Teléfono inalámbrico C/u 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.8 47.818 3 18 ENGRAPADORA INDUSTRIAL C/u 61.96 6 6 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.96 61.9618 3 19 VENTILADOR DE PEDESTAL C/u 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.32 28.3218 3 20 OASIS C/u 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.74 132.7418 3 21 GUILLOTINA C/u 63.27 63.38 63.88 64.14 64.38 63.64 63.53 63.98 64.31 63.35 63.47 63.27 63.76 64.28 63.84 63.47 64.11 64.16 63.74 63.88 64.01 64.33 64.26 64.66 64.3 64.02 63.4 63.8518 3 22 ROTAFOLIO C/u 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.02 146.0218 3 23 PAPELÓGRAFO C/u 176.88 177.2 178.58 179.3 179.99 177.92 177.61 178.86 179.78 177.11 177.43 176.88 178.26 179.69 178.47 177.45 179.21 179.37 178.21 178.6 178.95 179.83 179.64 180.75 179.75 178.98 177.25 178.4918 3 24 PICADORA DE PAPEL C/u 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.73 309.7318 3 25 ANILLADORA C/u 66.37 66.49 67.01 67.28 67.54 66.76 66.64 67.11 67.46 66.46 66.58 66.37 66.89 67.43 66.97 66.58 67.25 67.31 66.87 67.01 67.15 67.48 67.41 67.82 67.45 67.16 66.51 66.9718 3 26 MESAS PLÁSTICAS CUADRADAS C/u 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.12 22.1218 3 27 MESA DE DIBUJO C/u 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.19 136.1918 3 28 RAC DE TECHO C/u 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.8 70.818 3 29 SOPORTE PARA TV Y DVD C/u 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.4 35.418 3 30 PERFORADORA DE 3 OJETES C/u 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16 14.16

Suministro de mesa de 1.30x0.60x0.75m fabricada en lámina original cubierta en melamina. Color opcional (negro vino sherry). Con tapacantos tipo bomper color negro pata tipo continental. Pintura esmalte horneable color Faldón al frente.negro.

18 3 31 BALANCEADOR DE CARGA C/u 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.8918 3 32 FIREWALL WEB C/u 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.12 17699.1218 3 33 SOFTWARE DE FIREWALL Y RENOVACIONES C/u 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.45 30973.4518 3 34 Firewall perimetral C/u 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.6718 3 35 Impresor mini plotter a colores C/u 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 800 80018 3 36 Camaras Web C/u 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 3018 3 37 Impresor laser a color C/u 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 40018 3 38 Memorias USB 2.0 8GB C/u 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 30 3018 3 39 SAN C/u 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.9 61946.918 3 40 Pantallas C/u 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 200 20018 3 41 Televisor LCD C/u 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 60018 3 42 LICENCIAS Y MISCELÁNEOS C/u 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.89 22123.8918 3 43 Scanner C/u 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 9018 3 44 UPS C/u 325 325 325 325 325 325 325 325 325 325 325 325 325 325 325 325 325 325 325 325 325 325 325 325 325 325 325 32518 3 45 Licencias Office Windows 2008 User gov C/u 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 5018 3 46 Camara digital C/u 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 300 30018 3 47 Teléfonos base alámbricos C/u 17.7 17.73 17.87 17.94 18.01 17.8 17.77 17.9 17.99 17.72 17.75 17.7 17.84 17.98 17.86 17.76 17.93 17.95 17.83 17.87 17.91 18 17.98 18.09 17.99 17.91 17.74 17.8618 3 48 LICENCIAS OFFICE STANDARD SA PACK OLP NL GOVT EN ESPAÑOL C/u 287.61 288.13 290.37 291.55 292.67 289.31 288.79 290.83 292.33 287.98 288.5 287.61 289.85 292.18 290.2 288.53 291.41 291.67 289.77 290.4 290.98 292.41 292.1 293.91 292.27 291.03 288.21 290.2318 3 49 LICENCIAS ESET SMART SECURITY GOVT C/u 35.4 35.46 35.74 35.89 36.02 35.61 35.55 35.8 35.98 35.45 35.51 35.4 35.68 35.96 35.72 35.51 35.87 35.9 35.67 35.74 35.81 35.99 35.95 36.18 35.97 35.82 35.47 35.7218 3 50 LICENCIAS VISUAL FOX PRO C/u 353.98 354.62 357.38 358.83 360.21 356.07 355.43 357.94 359.79 354.44 355.08 353.98 356.74 359.61 357.17 355.11 358.65 358.97 356.63 357.41 358.12 359.89 359.5 361.73 359.71 358.19 354.72 357.218 3 51 Equipos remotos de video C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 52 Equipo multiconferencia C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 53 Antivirus C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 54 Gabinete para enfriar equipo de comunicaciones C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 55 Cámara fotográfica C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 56 COMPUTADORA PORTATIL MINI C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 57 Equipo de protección eléctrica de aires acondicionado C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 58 Pantalla LED 46" C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 59 Media Cart para soporte de Pantalla LED C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 60 Respaldo de cintas magnéticas C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 61 Ups rack para gabinete de pared C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 62 Gabinete de pared C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 63 Dispositivo de red Inalámbrico C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 64 BALANCEADORES DE CARGA U 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46393.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.93 46336.9318 3 65 FIREWALL WEB (UTM) U 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.54 17282.5418 3 66 FIREWALL PRIMETRAL (WAF) U 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.16 16814.1618 3 67 STORAGE ARRAGEMENT NETWORK (SAN) U 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.76 45278.7618 3 68 LICENCIA U 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.78 4424.7818 3 69 SWITCH CAPA 3 (CORE) U 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.34 13274.3418 3 70 Servicio de enlace de datos a Internet velocidad mínima de 5 Mbps contratado por un año Sg. 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.5 9911.518 3 71 Appliance Firewall Checkpoint con licencias montaje configuración garantía de 1 año +soport téc Sg. 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.85 13008.8518 3 72 Appliance Websense p/filtrado cont y proxy de acceso a nav. c/políticas control p/perfil incl 1 año Sg. 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.89 12123.8918 3 73 DISEÑO DE UN APLICATIVO DENOMINADO SISTEMA INTEGRAL VIRTUAL DE OFERTA Y DEMANDA DE EMPLEO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 74 Software para Equipo C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 75 Internet dedicado C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 76 Servicio de Instalación Supervisión de Hardware Y Software Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 77 Equipo de seguridad más configuración Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 78 Tablet para uso empresarial C/u 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.39 2212.3918 3 79 Toner para impresora C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 80 DISCO DURO EXTERNO C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 3 81 PUNTERO PRESENTACION LASER C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 4 1 MOSTRADOR LOSA DE CONCRETO DE .08X.5X1.5 ENCHAPADA APOYADA SOBRE PARED DE 10CM U 52.99 53.07 53.46 53.7 53.92 53.27 53.18 53.53 53.82 53.05 53.15 52.99 53.39 53.81 53.44 53.15 53.7 53.74 53.36 53.47 53.55 53.85 53.81 54.15 53.82 53.59 53.08 53.4518 4 2 COCINA SEMI INDUSTRIAL U 450 450.81 454.32 456.17 457.92 452.66 451.85 455.04 457.38 450.59 451.4 450 453.51 457.16 454.05 451.44 455.94 456.35 453.38 454.37 455.27 457.52 457.02 459.86 457.29 455.36 450.95 454.118 4 3 REFRIGERADORA U 900 901.62 908.64 912.33 915.84 905.31 903.69 910.08 914.76 901.17 902.79 900 907.02 914.31 908.1 902.88 911.88 912.69 906.75 908.73 910.53 915.03 914.04 919.71 914.58 910.71 901.89 908.1918 4 4 LICUADORA SEMI INDUSTRIAL U 55 55.1 55.53 55.75 55.97 55.32 55.23 55.62 55.9 55.07 55.17 55 55.43 55.87 55.5 55.18 55.73 55.78 55.41 55.53 55.64 55.92 55.86 56.2 55.89 55.65 55.12 55.518 4 5 VAJILLA INDIVIDUAL PARA NIÑO U 7 7.01 7.07 7.1 7.12 7.04 7.03 7.08 7.11 7.01 7.02 7 7.05 7.11 7.06 7.02 7.09 7.1 7.05 7.07 7.08 7.12 7.11 7.15 7.11 7.08 7.01 7.0618 4 6 Suministro e Instalación de extractor de humo U 58.06 58.16 58.62 58.85 59.08 58.4 58.3 58.71 59.01 58.13 58.24 58.06 58.51 58.98 58.58 58.24 58.83 58.88 58.49 58.62 58.74 59.03 58.96 59.33 59 58.75 58.18 58.5918 4 8 Suministro de cocina de mesa de cuatro quemadores con sistema completo C/u 87.61 87.77 88.45 88.81 89.15 88.13 87.97 88.59 89.05 87.72 87.88 87.61 88.29 89 88.4 87.89 88.77 88.85 88.27 88.46 88.64 89.07 88.98 89.53 89.03 88.65 87.79 88.4118 4 9 COCINA DE ACERO INOXIDABLE CON DOS QUEMADORES Y PLANCHA DE 1.0 DE LARGO 0.62 MTS. DE ANCHO H=0.85M C/u 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.99 353.9918 4 10 REFRIGERADOR DE FRÍO SECO CON CAPACIDAD DE 15 PIES CÚBICOS U 900 901.62 908.64 912.33 915.84 905.31 903.69 910.08 914.76 901.17 902.79 900 907.02 914.31 908.1 902.88 911.88 912.69 906.75 908.73 910.53 915.03 914.04 919.71 914.58 910.71 901.89 908.1918 4 11 COCINA ELÉCTRICA DE MESA DE DOS QUEMADORES U 60 60.11 60.58 60.82 61.06 60.35 60.25 60.67 60.98 60.08 60.19 60 60.47 60.95 60.54 60.19 60.79 60.85 60.45 60.58 60.7 61 60.94 61.31 60.97 60.71 60.13 60.5518 4 12 Mueble para café incluye mueble superior y mueble inferior y lavatrastos M 268.95 269.43 271.53 272.63 273.68 270.54 270.05 271.96 273.36 269.3 269.78 268.95 271.05 273.23 271.37 269.81 272.5 272.74 270.97 271.56 272.1 273.44 273.15 274.84 273.31 272.15 269.51 271.418 4 13 Mueble cocineta incluye lavatrastos (Ciudad Mujer) C/u 1130.19 1132.22 1141.04 1145.67 1150.08 1136.86 1134.82 1142.85 1148.73 1131.66 1133.69 1130.19 1139.01 1148.16 1140.36 1133.81 1145.11 1146.13 1138.67 1141.15 1143.41 1149.06 1147.82 1154.94 1148.5 1143.64 1132.56 1140.4718 4 14 Refrigerador para propósitos generales de 10-15 pies sistema frío seco de 1 puerta C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 1 Mueble para terapia respiratoria con estructura de cedro plywood de forro de formica L= 3.00 H= 1. U 619.98 621.09 625.93 628.47 630.89 623.63 622.52 626.92 630.15 620.78 621.9 619.98 624.81 629.83 625.55 621.96 628.16 628.72 624.63 625.99 627.23 630.34 629.65 633.55 630.02 627.35 621.27 625.6218 5 2 Compresor de aire para uso odontológico con sistema de filtradocontra la humedad U 1039.62 1041.49 1049.6 1053.86 1057.92 1045.75 1043.88 1051.26 1056.67 1040.97 1042.84 1039.62 1047.73 1056.15 1048.98 1042.95 1053.34 1054.28 1047.42 1049.7 1051.78 1056.98 1055.84 1062.39 1056.46 1051.99 1041.8 1049.0818 5 3 Equipo odontológico completo U 5752.22 5762.57 5807.44 5831.03 5853.46 5786.16 5775.8 5816.64 5846.56 5759.7 5770.05 5752.22 5797.09 5843.68 5803.99 5770.63 5828.15 5833.33 5795.36 5808.02 5819.52 5848.28 5841.95 5878.19 5845.41 5820.67 5764.3 5804.5718 5 4 Equipo de RX odontologico U 3008.85 3014.27 3037.74 3050.07 3061.81 3026.6 3021.19 3042.55 3058.2 3012.76 3018.18 3008.85 3032.32 3056.69 3035.93 3018.48 3048.57 3051.27 3031.42 3038.04 3044.05 3059.1 3055.79 3074.74 3057.59 3044.66 3015.17 3036.2318 5 5 CAJAS PLÁSTICAS SIN RODOS CON TAPADERA HERMÉTICA Y ALADERAS LATERALES DE PLÁSTICO C/u 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.7 17.718 5 6 CAPAS PLÁSTICAS (IMPERMEABLES PARA INVIERNO) CON LETRAS VISIBLES DE MAS DE 10 CM C/u 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.04 15.0418 5 7 BARRAS PARALELAS ADULTO (AJUSTABLES PARA NIÑOS) C/u 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.46 796.4618 5 8 Equipo para el suministro de oxígeno de alta pureza C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 9 Negatoscopio de un cuerpo U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 10 Aspirador de secreciones C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 11 Frigorifico para vacunas C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 12 Horno secador C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 13 Rotador Serológico C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 14 EQUIPO MÉDICO DE 17 UNIDADES DE SALUD ZONA PARACENTRAL Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 15 EQUIPO MÉDICO DE 7 UNIDADES DE SALUD ZONA ORIENTAL Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 16 Monitor de composición corporal C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 17 Laringoscopio para Adulto C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 18 Tensiómetro automático C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 19 Centrifuga de mesa de tubos cónicos C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 20 Contador de células de una tecla C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 21 Contómetro de metal de (6-8) teclas C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 22 Cronómetro de tres tiempos con alarma C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 23 Espectrofotómetro C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 24 Cafetera eléctrica C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 25 Refrigeradora para almacenamiento de vacunas C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 26 BRUÑIDOR WESTCOTT ANATOMICO pequeño para amalgama doble extremo de acero inoxidable. C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 27 INSTRUMENTO P/PROFILAXIS DENTAL cureta gracey 3/4 ppiezas anteriores doble extremo de acero inox C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 28 INSTRUMENTO P/PROFILAXIS DENTAL cureta gracey 7/8 p/piezas premolares doble extremo Acero inox C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 29 INSTRUMENTO P/PROFILAXIS DENTAL cureta gracey 13/14 p/ piezas molares doble extremo de acero Inoxi C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 30 INST P/PROFILAXIS DENTAL jaquette 34/35 p/ piezas post doble extremo partes activas finas acero ino C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 31 INSTRUMENTO PARA PROFILAXIS DENTAL sur de California parte activa fina de acero inoxidable. C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 32 Equipo de estimulación eléctrica (TENS) C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 33 Muñequera con peso Juego C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 34 INST P/PROFILAXIS DENTAL jaquette 30/33 p/piezas anteriores doble extr partes activas finas ace ino C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 35 Plastilina Terapéutica C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

18 5 36 Tanque para compresas calientes C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 37 Unidad odontológica completa con compresor C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 38 Bancos giratorios ajustables de acero inoxidable C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 39 Recipiente metálico forma cilíndrica con tapa para guardar torundas y gasas U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 40 Nebulizador con una salida para terapia respiratoria C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 41 Frasco de Vidrio de Borosilicato clase A Fondo plano capacidad de 125 mm U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 42 Recipiente metálico forma cilíndrica con tapa para guardar torundas y gasas (15x18 cm) U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 43 Recipiente metálico forma cilíndrica con tapa para guardar torundas y gasas (20x25 cm) U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 44 Equipo de Inserción de DIU C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 5 45 Termómetro para refrigeradora U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 1 MUEBLE P/FREGADERO PLYWOOD 1/2"EST.CEDRO. C/GAVETAS. 1.35X0.80 U 195.89 196.23 197.71 198.49 199.22 197.01 196.67 198.01 199 196.14 196.48 195.89 197.37 198.9 197.6 196.5 198.39 198.56 197.31 197.73 198.11 199.05 198.85 200.04 198.96 198.14 196.29 197.6118 6 2 MUEBLE PARA LAVAMANOS .6X.6X.85 ESTRUCTURA DE CEDRO Y PLYWOOD GAVETA SIMULADA U 132.4 132.63 133.62 134.14 134.64 133.15 132.92 133.82 134.49 132.56 132.79 132.4 133.39 134.42 133.54 132.81 134.08 134.19 133.35 133.63 133.89 134.53 134.39 135.19 134.46 133.91 132.67 133.5618 6 3 MUEBLE PARA FREGADERO DE .86X1.8(3 SECCIONES DE 0.6). ESTRUCTURA DE CEDRO Y FORRO PLYWOOD. U 215.21 215.58 217.2 218.04 218.85 216.43 216.06 217.53 218.6 215.48 215.85 215.21 216.82 218.5 217.07 215.87 217.94 218.13 216.76 217.22 217.63 218.66 218.44 219.74 218.56 217.67 215.64 217.0918 6 4 Mueble Fijo para nebulización ( terapia respiratoria) ( L= 4.54 x A= 1.00 x alt= 1.22 mts). c/ forr U 623.9 625.02 629.9 632.45 634.89 627.59 626.46 630.89 634.14 624.72 625.84 623.9 628.77 633.82 629.52 625.91 632.15 632.7 628.59 629.96 631.21 634.32 633.64 637.57 634.01 631.33 625.21 629.5918 6 5 Mesa Gineco 6 con mueble de acero pintada sin gabeta 2 puertas. U 630 631.13 636.05 638.63 641.09 633.72 632.58 637.06 640.33 630.82 631.95 630 634.91 640.02 635.67 632.02 638.32 638.88 634.73 636.11 637.37 640.52 639.83 643.8 640.21 637.5 631.32 635.7318 6 6 Mesa para exploración universal de 1.80 x 0.60 reclinable con estructura pintada al horno U 182 182.33 183.75 184.49 185.2 183.07 182.75 184.04 184.98 182.24 182.56 182 183.42 184.89 183.64 182.58 184.4 184.57 183.37 183.77 184.13 185.04 184.84 185.99 184.95 184.17 182.38 183.6618 6 7 Mesa alta reclinable c/ cubierta de plástico laminado 1.80x 0.60x 0.80 mts. U 490 490.88 494.7 496.71 498.62 492.89 492.01 495.49 498.04 490.64 491.52 490 493.82 497.79 494.41 491.57 496.47 496.91 493.68 494.75 495.73 498.18 497.64 500.73 497.94 495.83 491.03 494.4618 6 8 Canapé reclinable para exámenes 1.80 x0.60 x 0.90 mtscon estructura pintada al horno U 182 182.33 183.75 184.49 185.2 183.07 182.75 184.04 184.98 182.24 182.56 182 183.42 184.89 183.64 182.58 184.4 184.57 183.37 183.77 184.13 185.04 184.84 185.99 184.95 184.17 182.38 183.6618 6 9 Archivero guarda visible doble 1.80 x 0.90 x 0.40 mts. U 770 771.39 777.39 780.55 783.55 774.54 773.16 778.62 782.63 771 772.39 770 776.01 782.24 776.93 772.46 780.16 780.86 775.78 777.47 779.01 782.86 782.01 786.86 782.47 779.16 771.62 777.0118 6 10 Riel porta sueros (Gabinete crom). U 40 40.07 40.38 40.55 40.7 40.24 40.16 40.45 40.66 40.05 40.12 40 40.31 40.64 40.36 40.13 40.53 40.56 40.3 40.39 40.47 40.67 40.62 40.88 40.65 40.48 40.08 40.3618 6 11 Escalera de 2 peldaños U 50 50.09 50.48 50.69 50.88 50.3 50.21 50.56 50.82 50.07 50.16 50 50.39 50.8 50.45 50.16 50.66 50.71 50.38 50.49 50.59 50.84 50.78 51.1 50.81 50.6 50.11 50.4618 6 12 Porta cubetas rodable U 120 120.22 121.15 121.64 122.11 120.71 120.49 121.34 121.97 120.16 120.37 120 120.94 121.91 121.08 120.38 121.58 121.69 120.9 121.16 121.4 122 121.87 122.63 121.94 121.43 120.25 121.0918 6 13 Carro para curaciones mixto acero inoxidable 0.55 x 0.55 x 0.85 U 280 280.5 282.69 283.84 284.93 281.65 281.15 283.14 284.59 280.36 280.87 280 282.18 284.45 282.52 280.9 283.7 283.95 282.1 282.72 283.28 284.68 284.37 286.13 284.54 283.33 280.59 282.5518 6 14 Bascula p/ adultos con Tallimetro U 320 320.58 323.07 324.38 325.63 321.89 321.31 323.58 325.25 320.42 320.99 320 322.5 325.09 322.88 321.02 324.22 324.51 322.4 323.1 323.74 325.34 324.99 327.01 325.18 323.81 320.67 322.9118 6 15 Bascula pesa Bebé d/mesa digital d/palangana 44 lbs 20 kg U 400 400.72 403.84 405.48 407.04 402.36 401.64 404.48 406.56 400.52 401.24 400 403.12 406.36 403.6 401.28 405.28 405.64 403 403.88 404.68 406.68 406.24 408.76 406.48 404.76 400.84 403.6418 6 16 Cama múltiples posiciones pediatría p/infante pint. al horno de 1.50 x 0.71 mts base fija preisa U 550 550.99 555.28 557.54 559.68 553.25 552.26 556.16 559.02 550.72 551.71 550 554.29 558.75 554.95 551.76 557.26 557.76 554.13 555.34 556.44 559.19 558.58 562.05 558.91 556.55 551.16 555.0118 6 17 Equipamiento de Unidades de Salud Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0118 6 18 MUEBLE DE MADERA FORRADO CON FORMICA C-50 C/u 994.66 996.42 1004.04 1008.04 1011.85 1000.42 998.66 1005.6 1010.68 995.93 997.69 994.66 1002.28 1010.19 1003.45 997.79 1007.55 1008.43 1001.99 1004.13 1006.09 1010.97 1009.9 1016.05 1010.48 1006.28 996.71 1003.5518 6 19 Ducha de emergencia mixto cuerpo completo y lavacara C/u 850.14 851.67 858.3 861.79 865.1 855.16 853.63 859.66 864.08 851.24 852.77 850.14 856.77 863.66 857.79 852.86 861.36 862.13 856.52 858.39 860.09 864.34 863.4 868.76 863.91 860.26 851.92 857.8818 6 20 Mueble recetario C-50 C/u 672.63 673.84 679.08 681.84 684.46 676.59 675.38 680.16 683.66 673.5 674.71 672.63 677.87 683.32 678.68 674.78 681.51 682.11 677.67 679.15 680.5 683.86 683.12 687.36 683.52 680.63 674.04 678.7518 6 21 Repisa para ventanilla doble de 1.6 mts. forrada con melamina. estruc. de cedro. M-1 C/u 91 91.16 91.87 92.25 92.6 91.54 91.37 92.02 92.49 91.12 91.28 91 91.71 92.45 91.82 91.29 92.2 92.28 91.68 91.88 92.06 92.52 92.42 92.99 92.47 92.08 91.19 91.8318 6 22 MODULO DE DOS GAVETAS DE 0.43 X 0.45 MTS. H= 0.47 C/u 80.72 80.87 81.5 81.83 82.14 81.2 81.05 81.63 82.05 80.83 80.97 80.72 81.35 82.01 81.45 80.98 81.79 81.86 81.33 81.51 81.67 82.07 81.99 82.49 82.03 81.69 80.89 81.4618 6 23 MODULO DE CUATRO GAVETAS C/u 136.92 137.17 138.24 138.8 139.33 137.73 137.48 138.45 139.17 137.1 137.35 136.92 137.99 139.1 138.16 137.36 138.73 138.85 137.95 138.25 138.53 139.21 139.06 139.93 139.14 138.56 137.21 138.1718 6 24 MODULO DE MUEBLE SUPERIOR DE 2 PUERTAS C/u 113.8 114.01 114.9 115.36 115.81 114.47 114.27 115.08 115.67 113.95 114.16 113.8 114.69 115.61 114.83 114.17 115.31 115.41 114.66 114.91 115.14 115.7 115.58 116.3 115.65 115.16 114.04 114.8418 6 25 MODULO DE MUEBLE INFERIOR DE DOS GAVETAS y DOS PUERTAS C/u 328.93 329.53 332.09 333.44 334.72 330.87 330.28 332.62 334.33 329.36 329.95 328.93 331.5 334.16 331.89 329.99 333.28 333.57 331.4 332.12 332.78 334.43 334.07 336.14 334.26 332.85 329.62 331.9318 6 26 Modulo mueble de lavatrastos de 1 poceta C/u 94.99 95.16 95.9 96.29 96.66 95.55 95.38 96.05 96.54 95.11 95.28 94.99 95.73 96.5 95.84 95.29 96.24 96.33 95.7 95.91 96.1 96.57 96.47 97.07 96.52 96.12 95.19 95.8518 6 27 MODULO DE MUEBLE DE LAVATRASTOS DE 2 POCETAS C/u 119.97 120.18 121.12 121.61 122.08 120.67 120.46 121.31 121.93 120.12 120.34 119.97 120.9 121.87 121.05 120.35 121.55 121.66 120.87 121.13 121.37 121.97 121.84 122.59 121.91 121.39 120.22 121.0618 6 28 MUEBLE M-2 CON ESTRUC. METALICA MELAMINA Y MADERA PRENSADA C/u 781.18 782.62 788.7 791.89 794.94 785.84 784.36 789.94 794.02 782.17 783.58 781.18 787.29 793.61 788.26 783.68 791.53 792.19 787.07 788.78 790.3 794.21 793.37 798.3 793.85 790.46 782.83 788.3118 6 29 MUEBLE M-3 CON LAVATRASTOS DE 1 ALA Y 1 POCETA C/u 1418.96 1421.53 1432.61 1438.34 1443.84 1427.21 1424.86 1434.83 1442.22 1420.86 1423.35 1418.96 1430.02 1441.5 1431.68 1423.5 1437.73 1438.88 1429.47 1432.7 1435.61 1442.62 1441.11 1449.97 1441.93 1435.87 1421.88 1431.918 6 30 MUEBLE M-4 CON LAVATRASTOS DE 2 ALAS Y 2 POCETAS C/u 1949.85 1953.35 1968.57 1976.48 1984.06 1961.16 1957.92 1971.64 1981.82 1952.43 1955.86 1949.85 1965.04 1980.8 1967.33 1956.09 1975.65 1977.22 1964.3 1968.72 1972.66 1982.39 1980.27 1992.41 1981.45 1973.01 1953.86 1967.6118 6 31 MUEBLE M-5 C/ESTRUC. METALICA Y MADERA PRENSADA CON CUBIERTA T/GIBRALTAR 1/2" C/u 1572.96 1575.74 1588.1 1594.51 1600.55 1582.14 1579.46 1590.57 1598.7 1575.04 1577.84 1572.96 1585.26 1597.93 1587.04 1578.02 1593.78 1595.16 1584.59 1588.17 1591.42 1599.23 1597.47 1607.35 1598.4 1591.7 1576.23 1587.2718 6 32 MUEBLE M-6 C/LAVATRASTOS DE 2 ALAS Y 2 POCETAS S/MUEBLE SUPERIOR C/u 1866.55 1869.92 1884.49 1892.06 1899.32 1877.44 1874.28 1887.43 1897.17 1869.01 1872.31 1866.55 1881.07 1896.22 1883.35 1872.49 1891.21 1892.68 1880.49 1884.68 1888.37 1897.68 1895.69 1907.34 1896.8 1888.7 1870.39 1883.5518 6 33 M-7 CON ESTRUC. METALICA MELAINA Y MADERA PRENSADA C/u 1892.29 1895.6 1910.51 1918.21 1925.46 1903.33 1900.09 1913.47 1923.26 1894.77 1898.12 1892.29 1907.09 1922.32 1909.23 1898.37 1917.32 1919 1906.28 1910.58 1914.49 1923.88 1921.78 1933.65 1922.89 1914.84 1896.21 1909.5118 6 34 Mueble M-8 c/estructura metalica melamina madera prensada cubierta Gibraltar 1/2" C/u 366.9 367.54 370.45 371.94 373.35 369.06 368.41 371.01 372.91 367.39 368.04 366.9 369.78 372.71 370.18 368.07 371.74 372.07 369.65 370.46 371.2 373.02 372.61 374.93 372.83 371.27 367.67 370.2218 6 35 Mueble M-9 c/estructrua metalica melamina mad. prensada y cub. Gibraltar de 1/2" C/u 2131.15 2134.89 2151.65 2160.29 2168.54 2143.6 2139.94 2154.98 2166.02 2133.96 2137.75 2131.15 2147.84 2164.97 2150.2 2137.99 2159.32 2161.23 2146.91 2151.76 2156.15 2166.7 2164.34 2177.75 2165.62 2156.55 2135.57 2150.5218 6 36 Mueble M-10 con estructura metalica melamina y mad. prensada con cub Gibraltar de 1/2" C/u 1635.3 1638.16 1651.01 1657.65 1663.96 1644.81 1642.01 1653.56 1662.06 1637.47 1640.34 1635.3 1648.12 1661.23 1649.89 1640.54 1656.91 1658.36 1647.35 1651.08 1654.46 1662.58 1660.79 1671.01 1661.74 1654.76 1638.69 1650.1418 6 37 Mueble M-11 c/estructura metálica melamina y mad. prensada c/cubierta Gibraltar 1/2" C/u 2209.68 2213.56 2230.94 2239.94 2248.47 2222.63 2218.77 2234.43 2245.87 2212.6 2216.5 2209.68 2226.97 2244.81 2229.48 2216.74 2238.86 2240.83 2226.13 2231.1 2235.57 2246.56 2244.13 2257.99 2245.43 2236 2214.29 2229.7618 6 38 Mueble M-12 c/estructura y cubierta de lamina de acero inoxidable 1x0.6x0.86m C/u 233.1 233.52 235.34 236.29 237.2 234.48 234.06 235.71 236.92 233.4 233.82 233.1 234.92 236.81 235.2 233.85 236.18 236.39 234.85 235.36 235.83 236.99 236.74 238.2 236.88 235.87 233.59 235.2218 6 39 Mueble M-12a con estructura y cubierta de lamina de acero inoxidable 1x0.6x0.86 C/u 144.28 144.54 145.66 146.25 146.82 145.13 144.87 145.89 146.64 144.46 144.72 144.28 145.4 146.57 145.57 144.74 146.18 146.31 145.36 145.68 145.96 146.69 146.53 147.44 146.61 145.99 144.58 145.5918 6 40 MUEBLE M-13 CON ESTRUC. METALICA MELAMINA Y MADERA C/u 952.85 954.54 961.95 965.86 969.57 958.41 956.71 963.45 968.44 954.08 955.78 952.85 960.26 967.97 961.38 955.91 965.4 966.24 959.9 962.01 963.95 968.72 967.68 973.62 968.28 964.12 954.83 961.5118 6 41 MUEBLE M-14 CON ESTRUC.METALICA MELAMINA Y MADERA C/u 1755.34 1758.48 1772.18 1779.3 1786.14 1765.57 1762.64 1774.97 1784.09 1757.63 1760.75 1755.34 1769.01 1783.19 1771.07 1760.97 1778.52 1779.98 1768.36 1772.33 1775.89 1784.6 1782.71 1793.71 1783.75 1776.23 1758.95 1771.3218 6 42 Bascula para recien nacido con infantometro C/u 800 801.44 807.68 810.96 814.08 804.72 803.28 808.96 813.12 801.04 802.48 800 806.24 812.72 807.2 802.56 810.56 811.28 806 807.76 809.36 813.36 812.48 817.52 812.96 809.52 801.68 807.2818 6 43 DETECTOR ULTRASONICO DE LATIDO FETAL C/u 300 300.54 302.88 304.11 305.28 301.77 301.23 303.36 304.92 300.39 300.93 300 302.34 304.77 302.7 300.96 303.96 304.23 302.25 302.91 303.51 305.01 304.68 306.57 304.86 303.57 300.63 302.7318 6 44 ELECTROCAUTERIO C/u 1500 1502.7 1514.4 1520.55 1526.4 1508.85 1506.15 1516.8 1524.6 1501.95 1504.65 1500 1511.7 1523.85 1513.5 1504.8 1519.8 1521.15 1511.25 1514.55 1517.55 1525.05 1523.4 1532.85 1524.3 1517.85 1503.15 1513.6518 6 45 ESTERILIZADOR ELECTRICO DE GABINETE C/u 7000 7012.6 7067.2 7095.9 7123.2 7041.3 7028.7 7078.4 7114.8 7009.1 7021.7 7000 7054.6 7111.3 7063 7022.4 7092.4 7098.7 7052.5 7067.9 7081.9 7116.9 7109.2 7153.3 7113.4 7083.3 7014.7 7063.718 6 46 ESTETOSCOPIO BIAURICULAR PARA ADULTO DE DOBLE CAMAPANA C/u 30 30.05 30.29 30.41 30.53 30.18 30.12 30.34 30.49 30.04 30.09 30 30.23 30.48 30.27 30.1 30.4 30.42 30.23 30.29 30.35 30.5 30.47 30.66 30.49 30.36 30.06 30.2718 6 47 ESTETOSCOPIO BIAURICULAR INFANTIL DE DOBLE CAMPANA C/u 35 35.06 35.34 35.48 35.62 35.21 35.14 35.39 35.57 35.05 35.11 35 35.27 35.56 35.32 35.11 35.46 35.49 35.26 35.34 35.41 35.58 35.55 35.77 35.57 35.42 35.07 35.3218 6 48 FRIGORIFICO PARA VACUNAS C/u 6800 6812.24 6865.28 6893.16 6919.68 6840.12 6827.88 6876.16 6911.52 6808.84 6821.08 6800 6853.04 6908.12 6861.2 6821.76 6889.76 6895.88 6851 6865.96 6879.56 6913.56 6906.08 6948.92 6910.16 6880.92 6814.28 6861.8818 6 49 INCINERADOR DE AGUJAS C/u 300 300.54 302.88 304.11 305.28 301.77 301.23 303.36 304.92 300.39 300.93 300 302.34 304.77 302.7 300.96 303.96 304.23 302.25 302.91 303.51 305.01 304.68 306.57 304.86 303.57 300.63 302.7318 6 50 LAMPARA DE MANO C/u 5 5.01 5.05 5.07 5.09 5.03 5.02 5.06 5.08 5.01 5.02 5 5.04 5.08 5.05 5.02 5.07 5.07 5.04 5.05 5.06 5.08 5.08 5.11 5.08 5.06 5.01 5.0518 6 51 LAMPARA DE EXAMEN TIPO CUELLO DE GANSO METALICA C/u 80 80.14 80.77 81.1 81.41 80.47 80.33 80.9 81.31 80.1 80.25 80 80.62 81.27 80.72 80.26 81.06 81.13 80.6 80.78 80.94 81.34 81.25 81.75 81.3 80.95 80.17 80.7318 6 52 LAMPARA MANOS LIBRES PARA CABEZA C/u 120 120.22 121.15 121.64 122.11 120.71 120.49 121.34 121.97 120.16 120.37 120 120.94 121.91 121.08 120.38 121.58 121.69 120.9 121.16 121.4 122 121.87 122.63 121.94 121.43 120.25 121.0918 6 53 MARTILLO DE REFLEJOS C/u 7 7.01 7.07 7.1 7.12 7.04 7.03 7.08 7.11 7.01 7.02 7 7.05 7.11 7.06 7.02 7.09 7.1 7.05 7.07 7.08 7.12 7.11 7.15 7.11 7.08 7.01 7.0618 6 54 MESA GINECOLOGICA C/u 800 801.44 807.68 810.96 814.08 804.72 803.28 808.96 813.12 801.04 802.48 800 806.24 812.72 807.2 802.56 810.56 811.28 806 807.76 809.36 813.36 812.48 817.52 812.96 809.52 801.68 807.2818 6 55 NEBULIZADOR ELECTRICO PARA TRABAJO CONTINUO CON DOS SALIDAS C/u 650 651.17 656.24 658.91 661.44 653.84 652.67 657.28 660.66 650.85 652.02 650 655.07 660.34 655.85 652.08 658.58 659.17 654.88 656.31 657.61 660.86 660.14 664.24 660.53 657.74 651.37 655.9218 6 56 SET DE OTO-OFTALMOSCOPIO C/u 650 651.17 656.24 658.91 661.44 653.84 652.67 657.28 660.66 650.85 652.02 650 655.07 660.34 655.85 652.08 658.58 659.17 654.88 656.31 657.61 660.86 660.14 664.24 660.53 657.74 651.37 655.9218 6 57 TENSIOMETRO ANEROIDE PARA ADULTO C/u 45 45.08 45.43 45.62 45.79 45.27 45.18 45.5 45.74 45.06 45.14 45 45.35 45.72 45.41 45.14 45.59 45.63 45.34 45.44 45.53 45.75 45.7 45.99 45.73 45.54 45.09 45.4118 6 58 TENSIOMETRO ANEROIDE PARA NIÑO Y LACTANTES C/u 75 75.14 75.72 76.03 76.32 75.44 75.31 75.84 76.23 75.1 75.23 75 75.59 76.19 75.68 75.24 75.99 76.06 75.56 75.73 75.88 76.25 76.17 76.64 76.22 75.89 75.16 75.6818 6 59 TENSIOMETRO DE MERCURIO TIPO PARED CON MANGA ADULTO PEDIATRICA NEONATAL C/u 100 100.18 100.96 101.37 101.76 100.59 100.41 101.12 101.64 100.13 100.31 100 100.78 101.59 100.9 100.32 101.32 101.41 100.75 100.97 101.17 101.67 101.56 102.19 101.62 101.19 100.21 100.9118 6 60 SET RESUCITADOR MANUAL ADULTO C/u 150 150.27 151.44 152.06 152.64 150.89 150.62 151.68 152.46 150.2 150.47 150 151.17 152.39 151.35 150.48 151.98 152.12 151.13 151.46 151.76 152.51 152.34 153.29 152.43 151.79 150.32 151.3718 6 61 SET RESUCITADOR MANUAL NEONATAL C/u 200 200.36 201.92 202.74 203.52 201.18 200.82 202.24 203.28 200.26 200.62 200 201.56 203.18 201.8 200.64 202.64 202.82 201.5 201.94 202.34 203.34 203.12 204.38 203.24 202.38 200.42 201.8218 6 62 AMALGAMADOR C/u 520 520.94 524.99 527.12 529.15 523.07 522.13 525.82 528.53 520.68 521.61 520 524.06 528.27 524.68 521.66 526.86 527.33 523.9 525.04 526.08 528.68 528.11 531.39 528.42 526.19 521.09 524.7318 6 63 COMPRESOR ODONTOLOGICO DE 1 HP C/u 1300 1302.34 1312.48 1317.81 1322.88 1307.67 1305.33 1314.56 1321.32 1301.69 1304.03 1300 1310.14 1320.67 1311.7 1304.16 1317.16 1318.33 1309.75 1312.61 1315.21 1321.71 1320.28 1328.47 1321.06 1315.47 1302.73 1311.8318 6 64 APARATO ULTRASONICO PARA REMOVER CALCULO DENTAL C/u 500 500.9 504.8 506.85 508.8 502.95 502.05 505.6 508.2 500.65 501.55 500 503.9 507.95 504.5 501.6 506.6 507.05 503.75 504.85 505.85 508.35 507.8 510.95 508.1 505.95 501.05 504.5518 6 65 EQUIPO DE RAYOS X DENTAL MOVIL C/u 3500 3506.3 3533.6 3547.95 3561.6 3520.65 3514.35 3539.2 3557.4 3504.55 3510.85 3500 3527.3 3555.65 3531.5 3511.2 3546.2 3549.35 3526.25 3533.95 3540.95 3558.45 3554.6 3576.65 3556.7 3541.65 3507.35 3531.8518 6 66 ESTERILIZADOR DENTAL DE CALOR SECO DE TRES COMPARTIMIENTOS C/u 990 991.78 999.5 1003.56 1007.42 995.84 994.06 1001.09 1006.24 991.29 993.07 990 997.72 1005.74 998.91 993.17 1003.07 1003.96 997.43 999.6 1001.58 1006.53 1005.44 1011.68 1006.04 1001.78 992.08 999.0118 6 67 LAMPARA DE FOTOPOLIMERIZADO C/u 320 320.58 323.07 324.38 325.63 321.89 321.31 323.58 325.25 320.42 320.99 320 322.5 325.09 322.88 321.02 324.22 324.51 322.4 323.1 323.74 325.34 324.99 327.01 325.18 323.81 320.67 322.9118 6 68 CAJA REVELADORA PARA RADIOGRAFIAS C/u 410 410.74 413.94 415.62 417.22 412.42 411.68 414.59 416.72 410.53 411.27 410 413.2 416.52 413.69 411.31 415.41 415.78 413.08 413.98 414.8 416.85 416.4 418.98 416.64 414.88 410.86 413.7318 6 69 UNIDAD ODONTOLOGICA TRADICIONAL C/u 4500 4508.1 4543.2 4561.65 4579.2 4526.55 4518.45 4550.4 4573.8 4505.85 4513.95 4500 4535.1 4571.55 4540.5 4514.4 4559.4 4563.45 4533.75 4543.65 4552.65 4575.15 4570.2 4598.55 4572.9 4553.55 4509.45 4540.9518 6 70 UNIDAD ODONTOLOGICA PORTATIL C/u 2500 2504.5 2524 2534.25 2544 2514.75 2510.25 2528 2541 2503.25 2507.75 2500 2519.5 2539.75 2522.5 2508 2533 2535.25 2518.75 2524.25 2529.25 2541.75 2539 2554.75 2540.5 2529.75 2505.25 2522.7518 6 71 CAJA DE CURACIONES C/u 900 901.62 908.64 912.33 915.84 905.31 903.69 910.08 914.76 901.17 902.79 900 907.02 914.31 908.1 902.88 911.88 912.69 906.75 908.73 910.53 915.03 914.04 919.71 914.58 910.71 901.89 908.1918 6 72 CAJA PEQUEÑA CIRUGIA C/u 1300 1302.34 1312.48 1317.81 1322.88 1307.67 1305.33 1314.56 1321.32 1301.69 1304.03 1300 1310.14 1320.67 1311.7 1304.16 1317.16 1318.33 1309.75 1312.61 1315.21 1321.71 1320.28 1328.47 1321.06 1315.47 1302.73 1311.8318 6 73 EQUIPO DE PARTOS C/u 600 601.08 605.76 608.22 610.56 603.54 602.46 606.72 609.84 600.78 601.86 600 604.68 609.54 605.4 601.92 607.92 608.46 604.5 605.82 607.02 610.02 609.36 613.14 609.72 607.14 601.26 605.4618 6 74 ESPECULO VAGINAL TIPO GRAVE GRANDE C/u 20 20.04 20.19 20.27 20.35 20.12 20.08 20.22 20.33 20.03 20.06 20 20.16 20.32 20.18 20.06 20.26 20.28 20.15 20.19 20.23 20.33 20.31 20.44 20.32 20.24 20.04 20.1818 6 75 ESPECULO VAGINAL TIPO GRAVE MEDIANO C/u 15 15.03 15.14 15.21 15.26 15.09 15.06 15.17 15.25 15.02 15.05 15 15.12 15.24 15.14 15.05 15.2 15.21 15.11 15.15 15.18 15.25 15.23 15.33 15.24 15.18 15.03 15.1418 6 76 ESPECULO VAGINAL TIPO GRAVE PEQUEÑO C/u 12 12.02 12.12 12.16 12.21 12.07 12.05 12.13 12.2 12.02 12.04 12 12.09 12.19 12.11 12.04 12.16 12.17 12.09 12.12 12.14 12.2 12.19 12.26 12.19 12.14 12.03 12.1118 6 77 ESPECULO VAGINAL TIPO GRAVE VIRGINAL C/u 30 30.05 30.29 30.41 30.53 30.18 30.12 30.34 30.49 30.04 30.09 30 30.23 30.48 30.27 30.1 30.4 30.42 30.23 30.29 30.35 30.5 30.47 30.66 30.49 30.36 30.06 30.2718 6 78 EXPLORADOR ODONTOLOGICO No. 5 C/u 2.01 2.01 2.03 2.04 2.05 2.02 2.02 2.03 2.04 2.01 2.02 2.01 2.03 2.04 2.03 2.02 2.04 2.04 2.03 2.03 2.03 2.04 2.04 2.05 2.04 2.03 2.01 2.0318 6 79 JERINGA METALICA C/u 7.93 7.94 8.01 8.04 8.07 7.98 7.96 8.02 8.06 7.94 7.95 7.93 7.99 8.06 8 7.96 8.03 8.04 7.99 8.01 8.02 8.06 8.05 8.1 8.06 8.02 7.95 818 6 80 MANGO PARA ESPEJO BUCAL C/u 1.73 1.73 1.75 1.75 1.76 1.74 1.74 1.75 1.76 1.73 1.74 1.73 1.74 1.76 1.75 1.74 1.75 1.75 1.74 1.75 1.75 1.76 1.76 1.77 1.76 1.75 1.73 1.7518 6 81 ESPEJO BUCAL C/u 0.84 0.84 0.85 0.85 0.85 0.85 0.84 0.85 0.85 0.84 0.84 0.84 0.85 0.85 0.85 0.84 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.86 0.85 0.85 0.84 0.8518 6 82 PINZA DENTAL MERIAM C/u 2.47 2.47 2.49 2.5 2.51 2.48 2.48 2.5 2.51 2.47 2.48 2.47 2.49 2.51 2.49 2.48 2.5 2.5 2.49 2.49 2.5 2.51 2.51 2.52 2.51 2.5 2.48 2.4918 6 83 PINZA HEMOSTATICA C/u 3.74 3.75 3.78 3.79 3.81 3.76 3.76 3.78 3.8 3.74 3.75 3.74 3.77 3.8 3.77 3.75 3.79 3.79 3.77 3.78 3.78 3.8 3.8 3.82 3.8 3.78 3.75 3.7718 6 84 CONTRANGULO DE PASADOR ESTANDAR C/u 21.85 21.89 22.06 22.15 22.23 21.98 21.94 22.09 22.21 21.88 21.92 21.85 22.02 22.2 22.05 21.92 22.14 22.16 22.01 22.06 22.11 22.21 22.19 22.33 22.2 22.11 21.9 22.0518 6 85 CINTA INDICADORA C/u 3.76 3.77 3.8 3.81 3.83 3.78 3.78 3.8 3.82 3.76 3.77 3.76 3.79 3.82 3.79 3.77 3.81 3.81 3.79 3.8 3.8 3.82 3.82 3.84 3.82 3.8 3.77 3.7918 6 86 LUBRICANTE PARA TURBINA C/u 6.78 6.79 6.85 6.87 6.9 6.82 6.81 6.86 6.89 6.79 6.8 6.78 6.83 6.89 6.84 6.8 6.87 6.88 6.83 6.85 6.86 6.89 6.89 6.93 6.89 6.86 6.79 6.8418 6 87 PIEZA DE MANO DE BAJA VELOCIDAD C/u 97.75 97.93 98.69 99.09 99.47 98.33 98.15 98.84 99.35 97.88 98.05 97.75 98.51 99.3 98.63 98.06 99.04 99.13 98.48 98.7 98.89 99.38 99.27 99.89 99.33 98.91 97.96 98.6418 6 88 GANCHOS INDIVIDUALES PARA RADIOGRAFIAS C/u 1.27 1.27 1.28 1.29 1.29 1.28 1.28 1.28 1.29 1.27 1.27 1.27 1.28 1.29 1.28 1.27 1.29 1.29 1.28 1.28 1.28 1.29 1.29 1.3 1.29 1.29 1.27 1.2818 6 89 APLICADOR PLASTICO C/u 5.2 5.21 5.25 5.27 5.29 5.23 5.22 5.26 5.29 5.21 5.22 5.2 5.24 5.28 5.25 5.22 5.27 5.27 5.24 5.25 5.26 5.29 5.28 5.31 5.28 5.26 5.21 5.25

18 6 90 APLICADOR DE CEMENTO C/u 2.06 2.06 2.08 2.09 2.1 2.07 2.07 2.08 2.09 2.06 2.07 2.06 2.08 2.09 2.08 2.07 2.09 2.09 2.08 2.08 2.08 2.09 2.09 2.11 2.09 2.08 2.06 2.0818 6 91 ATACADOR BLACK C/u 2.07 2.07 2.09 2.1 2.11 2.08 2.08 2.09 2.1 2.07 2.08 2.07 2.09 2.1 2.09 2.08 2.1 2.1 2.09 2.09 2.09 2.1 2.1 2.12 2.1 2.09 2.07 2.0918 6 92 BUÑIDOR WESTCOTT ANATOMICO C/u 2.07 2.07 2.09 2.1 2.11 2.08 2.08 2.09 2.1 2.07 2.08 2.07 2.09 2.1 2.09 2.08 2.1 2.1 2.09 2.09 2.09 2.1 2.1 2.12 2.1 2.09 2.07 2.0918 6 93 CUCHARILLA O EXCAVADOR C/u 2.89 2.9 2.92 2.93 2.94 2.91 2.9 2.92 2.94 2.89 2.9 2.89 2.91 2.94 2.92 2.9 2.93 2.93 2.91 2.92 2.92 2.94 2.94 2.95 2.94 2.92 2.9 2.9218 6 94 ESPATULA C/u 1.96 1.96 1.98 1.99 1.99 1.97 1.97 1.98 1.99 1.96 1.97 1.96 1.98 1.99 1.98 1.97 1.99 1.99 1.97 1.98 1.98 1.99 1.99 2 1.99 1.98 1.96 1.9818 6 95 PORTA AMALGAMA C/u 7.48 7.49 7.55 7.58 7.61 7.52 7.51 7.56 7.6 7.49 7.5 7.48 7.54 7.6 7.55 7.5 7.58 7.59 7.54 7.55 7.57 7.6 7.6 7.64 7.6 7.57 7.5 7.5518 6 96 TALLADOR CLEOIDE DISCOIDE C/u 1.97 1.97 1.99 2 2 1.98 1.98 1.99 2 1.97 1.98 1.97 1.99 2 1.99 1.98 2 2 1.98 1.99 1.99 2 2 2.01 2 1.99 1.97 1.9918 6 97 TIJERA CURVA C/u 2.3 2.3 2.32 2.33 2.34 2.31 2.31 2.33 2.34 2.3 2.31 2.3 2.32 2.34 2.32 2.31 2.33 2.33 2.32 2.32 2.33 2.34 2.34 2.35 2.34 2.33 2.3 2.3218 6 98 TIJERA RECTA C/u 2.3 2.3 2.32 2.33 2.34 2.31 2.31 2.33 2.34 2.3 2.31 2.3 2.32 2.34 2.32 2.31 2.33 2.33 2.32 2.32 2.33 2.34 2.34 2.35 2.34 2.33 2.3 2.3218 6 99 PORTA MATRIZ C/u 5.07 5.08 5.12 5.14 5.16 5.1 5.09 5.13 5.15 5.08 5.09 5.07 5.11 5.15 5.12 5.09 5.14 5.14 5.11 5.12 5.13 5.15 5.15 5.18 5.15 5.13 5.08 5.1218 6 100 LOCETA C/u 3.45 3.46 3.48 3.5 3.51 3.47 3.46 3.49 3.51 3.45 3.46 3.45 3.48 3.5 3.48 3.46 3.5 3.5 3.48 3.48 3.49 3.51 3.5 3.53 3.51 3.49 3.46 3.4818 6 101 FRASCO DAPPEN C/u 1.05 1.05 1.06 1.06 1.07 1.06 1.05 1.06 1.07 1.05 1.05 1.05 1.06 1.07 1.06 1.05 1.06 1.06 1.06 1.06 1.06 1.07 1.07 1.07 1.07 1.06 1.05 1.0618 6 102 INSTRUMENTO PARA PROFILAXIS DENTAL CURETA GRACEY 3/4 C/u 6.76 6.77 6.82 6.85 6.88 6.8 6.79 6.84 6.87 6.77 6.78 6.76 6.81 6.87 6.82 6.78 6.85 6.86 6.81 6.83 6.84 6.87 6.87 6.91 6.87 6.84 6.77 6.8218 6 103 INSTRUMENTO PARA PROFILAXIS DENTAL CURETA GRACEY 7/8 C/u 20.94 20.98 21.14 21.23 21.31 21.06 21.03 21.17 21.28 20.97 21 20.94 21.1 21.27 21.13 21.01 21.22 21.24 21.1 21.14 21.19 21.29 21.27 21.4 21.28 21.19 20.98 21.1318 6 104 INSTRUMENTO PARA PROFILAXIS DENTAL CURETA GRACEY 13/14 C/u 13.72 13.74 13.85 13.91 13.96 13.8 13.78 13.87 13.95 13.74 13.76 13.72 13.83 13.94 13.84 13.76 13.9 13.91 13.82 13.85 13.88 13.95 13.93 14.02 13.94 13.88 13.75 13.8418 6 105 INSTRUMENTO PARA PROFILAXIS DENTAL JAQUETTE 30/33 C/u 13.72 13.74 13.85 13.91 13.96 13.8 13.78 13.87 13.95 13.74 13.76 13.72 13.83 13.94 13.84 13.76 13.9 13.91 13.82 13.85 13.88 13.95 13.93 14.02 13.94 13.88 13.75 13.8418 6 106 INSTRUMENTO PARA PROFILAXIS DENTAL JAQUETTE 34/35 C/u 13.72 13.74 13.85 13.91 13.96 13.8 13.78 13.87 13.95 13.74 13.76 13.72 13.83 13.94 13.84 13.76 13.9 13.91 13.82 13.85 13.88 13.95 13.93 14.02 13.94 13.88 13.75 13.8418 6 107 INSTRUMENTO PARA PROFILAXIS DENTAL SUR DE CALIFORNIA C/u 17.6 17.63 17.77 17.84 17.91 17.7 17.67 17.8 17.89 17.62 17.65 17.6 17.74 17.88 17.76 17.66 17.83 17.85 17.73 17.77 17.81 17.89 17.87 17.99 17.89 17.81 17.64 17.7618 6 108 SONDA PERIODONTAL TIPO CATTONI C/u 5.71 5.72 5.76 5.79 5.81 5.74 5.73 5.77 5.8 5.72 5.73 5.71 5.75 5.8 5.76 5.73 5.79 5.79 5.75 5.77 5.78 5.81 5.8 5.84 5.8 5.78 5.72 5.7618 6 109 ELEVADOR BEIN RECTO ACANALADO 3 MM C/u 4.72 4.73 4.77 4.78 4.8 4.75 4.74 4.77 4.8 4.73 4.73 4.72 4.76 4.8 4.76 4.74 4.78 4.79 4.76 4.77 4.78 4.8 4.79 4.82 4.8 4.78 4.73 4.7618 6 110 ELEVADOR BEIN RECTO ACANALADO 4 MM C/u 4.72 4.73 4.77 4.78 4.8 4.75 4.74 4.77 4.8 4.73 4.73 4.72 4.76 4.8 4.76 4.74 4.78 4.79 4.76 4.77 4.78 4.8 4.79 4.82 4.8 4.78 4.73 4.7618 6 111 ELEVADOR FLOHR CURVO ACANALADO DERECHO C/u 4.72 4.73 4.77 4.78 4.8 4.75 4.74 4.77 4.8 4.73 4.73 4.72 4.76 4.8 4.76 4.74 4.78 4.79 4.76 4.77 4.78 4.8 4.79 4.82 4.8 4.78 4.73 4.7618 6 112 ELEVADOR FLOHR CURVO ACANALADO IZQUIERDO C/u 4.72 4.73 4.77 4.78 4.8 4.75 4.74 4.77 4.8 4.73 4.73 4.72 4.76 4.8 4.76 4.74 4.78 4.79 4.76 4.77 4.78 4.8 4.79 4.82 4.8 4.78 4.73 4.7618 6 113 FORCEPS PARA EXODONCIA No. 16 C/u 9.49 9.51 9.58 9.62 9.66 9.55 9.53 9.6 9.65 9.5 9.52 9.49 9.56 9.64 9.58 9.52 9.62 9.62 9.56 9.58 9.6 9.65 9.64 9.7 9.64 9.6 9.51 9.5818 6 114 FORCEPS PARA EXODONCIA No. 24 C/u 9.49 9.51 9.58 9.62 9.66 9.55 9.53 9.6 9.65 9.5 9.52 9.49 9.56 9.64 9.58 9.52 9.62 9.62 9.56 9.58 9.6 9.65 9.64 9.7 9.64 9.6 9.51 9.5818 6 115 FORCEPS PARA EXODONCIA No. 65 C/u 9.49 9.51 9.58 9.62 9.66 9.55 9.53 9.6 9.65 9.5 9.52 9.49 9.56 9.64 9.58 9.52 9.62 9.62 9.56 9.58 9.6 9.65 9.64 9.7 9.64 9.6 9.51 9.5818 6 116 FORCEPS PARA EXODONCIA No. 101 C/u 9.49 9.51 9.58 9.62 9.66 9.55 9.53 9.6 9.65 9.5 9.52 9.49 9.56 9.64 9.58 9.52 9.62 9.62 9.56 9.58 9.6 9.65 9.64 9.7 9.64 9.6 9.51 9.5818 6 117 FORCEPS PARA EXODONCIA No. 150 C/u 9.5 9.52 9.59 9.63 9.67 9.56 9.54 9.61 9.66 9.51 9.53 9.5 9.57 9.65 9.59 9.53 9.63 9.63 9.57 9.59 9.61 9.66 9.65 9.71 9.65 9.61 9.52 9.5918 6 118 FORCEPS PARA EXODONCIA No. 151 C/u 9.5 9.52 9.59 9.63 9.67 9.56 9.54 9.61 9.66 9.51 9.53 9.5 9.57 9.65 9.59 9.53 9.63 9.63 9.57 9.59 9.61 9.66 9.65 9.71 9.65 9.61 9.52 9.5918 6 119 FORCEPS PARA EXODONCIA No. 18L C/u 9.5 9.52 9.59 9.63 9.67 9.56 9.54 9.61 9.66 9.51 9.53 9.5 9.57 9.65 9.59 9.53 9.63 9.63 9.57 9.59 9.61 9.66 9.65 9.71 9.65 9.61 9.52 9.5918 6 120 FORCEPS PARA EXODONCIA No. 18R C/u 9.5 9.52 9.59 9.63 9.67 9.56 9.54 9.61 9.66 9.51 9.53 9.5 9.57 9.65 9.59 9.53 9.63 9.63 9.57 9.59 9.61 9.66 9.65 9.71 9.65 9.61 9.52 9.5918 6 121 FORCEPS PARA EXODONCIA No. 222 C/u 9.5 9.52 9.59 9.63 9.67 9.56 9.54 9.61 9.66 9.51 9.53 9.5 9.57 9.65 9.59 9.53 9.63 9.63 9.57 9.59 9.61 9.66 9.65 9.71 9.65 9.61 9.52 9.5918 6 122 FORCEPS PARA EXODONCIA No. 88L C/u 9.5 9.52 9.59 9.63 9.67 9.56 9.54 9.61 9.66 9.51 9.53 9.5 9.57 9.65 9.59 9.53 9.63 9.63 9.57 9.59 9.61 9.66 9.65 9.71 9.65 9.61 9.52 9.5918 6 123 FORCEPS PARA EXODONCIA No. 88R C/u 9.5 9.52 9.59 9.63 9.67 9.56 9.54 9.61 9.66 9.51 9.53 9.5 9.57 9.65 9.59 9.53 9.63 9.63 9.57 9.59 9.61 9.66 9.65 9.71 9.65 9.61 9.52 9.5918 6 124 EQUIPO DE COMPUTO CON SERVICIO DE INTERNET C/u 2360 2364.25 2382.66 2392.33 2401.54 2373.92 2369.68 2386.43 2398.7 2363.07 2367.32 2360 2378.41 2397.52 2381.24 2367.55 2391.15 2393.28 2377.7 2382.89 2387.61 2399.41 2396.82 2411.68 2398.23 2388.08 2364.96 2381.4818 6 125 BALDE METALICO DE ACERO INOXIDABLE CON RODOS C/u 190 190.34 191.82 192.6 193.34 191.12 190.78 192.13 193.12 190.25 190.59 190 191.48 193.02 191.71 190.61 192.51 192.68 191.43 191.84 192.22 193.17 192.96 194.16 193.08 192.26 190.4 191.7318 6 126 BANCO GIRATORIO DE ALTURA AJUSTABLE C/u 150 150.27 151.44 152.06 152.64 150.89 150.62 151.68 152.46 150.2 150.47 150 151.17 152.39 151.35 150.48 151.98 152.12 151.13 151.46 151.76 152.51 152.34 153.29 152.43 151.79 150.32 151.3718 6 127 BASINET CON PORTACUNA C/u 400 400.72 403.84 405.48 407.04 402.36 401.64 404.48 406.56 400.52 401.24 400 403.12 406.36 403.6 401.28 405.28 405.64 403 403.88 404.68 406.68 406.24 408.76 406.48 404.76 400.84 403.6418 6 128 CANAPE PARA EXAMEN UNIVERSAL C/u 300 300.54 302.88 304.11 305.28 301.77 301.23 303.36 304.92 300.39 300.93 300 302.34 304.77 302.7 300.96 303.96 304.23 302.25 302.91 303.51 305.01 304.68 306.57 304.86 303.57 300.63 302.7318 6 129 CANAPE PORTATIL C/u 500 500.9 504.8 506.85 508.8 502.95 502.05 505.6 508.2 500.65 501.55 500 503.9 507.95 504.5 501.6 506.6 507.05 503.75 504.85 505.85 508.35 507.8 510.95 508.1 505.95 501.05 504.5518 6 130 MESA AUXILIAR PARA INSTRUMENTAL/EQUIPO C/u 480 480.86 484.61 486.58 488.45 482.83 481.97 485.38 487.87 480.62 481.49 480 483.74 487.63 484.32 481.54 486.34 486.77 483.6 484.66 485.62 488.02 487.49 490.51 487.78 485.71 481.01 484.3718 6 131 PORTA SUEROS RODABLE C/u 120 120.22 121.15 121.64 122.11 120.71 120.49 121.34 121.97 120.16 120.37 120 120.94 121.91 121.08 120.38 121.58 121.69 120.9 121.16 121.4 122 121.87 122.63 121.94 121.43 120.25 121.0918 6 132 SILLA DE RUEDAS TIPO MANUAL PARA TRASLADO DE PACIENTE ADULTO C/u 450 450.81 454.32 456.17 457.92 452.66 451.85 455.04 457.38 450.59 451.4 450 453.51 457.16 454.05 451.44 455.94 456.35 453.38 454.37 455.27 457.52 457.02 459.86 457.29 455.36 450.95 454.118 6 133 ANAQUEL METALICO CON PUERTA Y LLAVE PARA GUARDAR EQUIPO C/u 225 225.41 227.16 228.08 228.96 226.33 225.92 227.52 228.69 225.29 225.7 225 226.76 228.58 227.03 225.72 227.97 228.17 226.69 227.18 227.63 228.76 228.51 229.93 228.65 227.68 225.47 227.0518 6 134 ANAQUEL CON PUERTA DE VIDRIO Y LLAVE PARA GUARDAR EQUIPO C/u 250 250.45 252.4 253.43 254.4 251.48 251.03 252.8 254.1 250.33 250.78 250 251.95 253.98 252.25 250.8 253.3 253.53 251.88 252.43 252.93 254.18 253.9 255.48 254.05 252.98 250.53 252.2818 6 135 ARCHIVADOR METALICO DE 4 GAVETAS C/u 200 200.36 201.92 202.74 203.52 201.18 200.82 202.24 203.28 200.26 200.62 200 201.56 203.18 201.8 200.64 202.64 202.82 201.5 201.94 202.34 203.34 203.12 204.38 203.24 202.38 200.42 201.8218 6 136 ARO METALICO DE ROPA SUCIA C/u 300 300.54 302.88 304.11 305.28 301.77 301.23 303.36 304.92 300.39 300.93 300 302.34 304.77 302.7 300.96 303.96 304.23 302.25 302.91 303.51 305.01 304.68 306.57 304.86 303.57 300.63 302.7318 6 137 BASURERO PLASTICO CON PEDAL C/u 15 15.03 15.14 15.21 15.26 15.09 15.06 15.17 15.25 15.02 15.05 15 15.12 15.24 15.14 15.05 15.2 15.21 15.11 15.15 15.18 15.25 15.23 15.33 15.24 15.18 15.03 15.1418 6 138 CESTO PARA PAPELES C/u 10 10.02 10.1 10.14 10.18 10.06 10.04 10.11 10.16 10.01 10.03 10 10.08 10.16 10.09 10.03 10.13 10.14 10.08 10.1 10.12 10.17 10.16 10.22 10.16 10.12 10.02 10.0918 6 139 ESCRITORIO METALICO C/u 190 190.34 191.82 192.6 193.34 191.12 190.78 192.13 193.12 190.25 190.59 190 191.48 193.02 191.71 190.61 192.51 192.68 191.43 191.84 192.22 193.17 192.96 194.16 193.08 192.26 190.4 191.7318 6 140 ESTANTE METALICO TIPO DEXION DE 0.9 LARGO X 0.4 PROFUNDO X 2.2 ALTO C/u 200 200.36 201.92 202.74 203.52 201.18 200.82 202.24 203.28 200.26 200.62 200 201.56 203.18 201.8 200.64 202.64 202.82 201.5 201.94 202.34 203.34 203.12 204.38 203.24 202.38 200.42 201.8218 6 141 ESTANTE METALICO TIPO DEXION DE 0.9 LARGO X 0.8 PROFUNDO X 2.2 ALTO C/u 225 225.41 227.16 228.08 228.96 226.33 225.92 227.52 228.69 225.29 225.7 225 226.76 228.58 227.03 225.72 227.97 228.17 226.69 227.18 227.63 228.76 228.51 229.93 228.65 227.68 225.47 227.0518 6 142 MESA DE REUNIONES PARA 8 PERSONAS CON SILLAS C/u 950 951.71 959.12 963.02 966.72 955.61 953.9 960.64 965.58 951.24 952.95 950 957.41 965.11 958.55 953.04 962.54 963.4 957.13 959.22 961.12 965.87 964.82 970.81 965.39 961.31 952 958.6518 6 143 MESA PARA MAQUINA DE ESCRIBIR C/u 60 60.11 60.58 60.82 61.06 60.35 60.25 60.67 60.98 60.08 60.19 60 60.47 60.95 60.54 60.19 60.79 60.85 60.45 60.58 60.7 61 60.94 61.31 60.97 60.71 60.13 60.5518 6 144 ORGANIZADOR PARA PAPELERIA C/u 20 20.04 20.19 20.27 20.35 20.12 20.08 20.22 20.33 20.03 20.06 20 20.16 20.32 20.18 20.06 20.26 20.28 20.15 20.19 20.23 20.33 20.31 20.44 20.32 20.24 20.04 20.1818 6 145 PIZARRA DE FORMICA DE PARED C/u 120 120.22 121.15 121.64 122.11 120.71 120.49 121.34 121.97 120.16 120.37 120 120.94 121.91 121.08 120.38 121.58 121.69 120.9 121.16 121.4 122 121.87 122.63 121.94 121.43 120.25 121.0918 6 146 SILLA ERGONOMICA ALTA SIN BRAZOS TIPO CAJERO C/u 85 85.15 85.82 86.16 86.5 85.5 85.35 85.95 86.39 85.11 85.26 85 85.66 86.35 85.77 85.27 86.12 86.2 85.64 85.82 85.99 86.42 86.33 86.86 86.38 86.01 85.18 85.7718 6 147 SILLA ERGONOMICA SECRETARIAL SIN BRAZOS C/u 65 65.12 65.62 65.89 66.14 65.38 65.27 65.73 66.07 65.08 65.2 65 65.51 66.03 65.59 65.21 65.86 65.92 65.49 65.63 65.76 66.09 66.01 66.42 66.05 65.77 65.14 65.5918 6 148 SILLA FIJA CON ASIENTO INTEGRAL C/u 60 60.11 60.58 60.82 61.06 60.35 60.25 60.67 60.98 60.08 60.19 60 60.47 60.95 60.54 60.19 60.79 60.85 60.45 60.58 60.7 61 60.94 61.31 60.97 60.71 60.13 60.5518 6 149 SILLAS MODULARES DE TRES PIEZAS C/u 275 275.5 277.64 278.77 279.84 276.62 276.13 278.08 279.51 275.36 275.85 275 277.15 279.37 277.48 275.88 278.63 278.88 277.06 277.67 278.22 279.59 279.29 281.02 279.46 278.27 275.58 277.518 6 150 SILLAS MODULARES DE CUATRO PIEZAS C/u 350 350.63 353.36 354.8 356.16 352.07 351.44 353.92 355.74 350.46 351.09 350 352.73 355.57 353.15 351.12 354.62 354.94 352.63 353.4 354.1 355.85 355.46 357.67 355.67 354.17 350.74 353.1918 6 151 TARJETERO DOBLE DE 7 GAVETAS C/u 450 450.81 454.32 456.17 457.92 452.66 451.85 455.04 457.38 450.59 451.4 450 453.51 457.16 454.05 451.44 455.94 456.35 453.38 454.37 455.27 457.52 457.02 459.86 457.29 455.36 450.95 454.118 6 152 CAFETERA C/u 60 60.11 60.58 60.82 61.06 60.35 60.25 60.67 60.98 60.08 60.19 60 60.47 60.95 60.54 60.19 60.79 60.85 60.45 60.58 60.7 61 60.94 61.31 60.97 60.71 60.13 60.5518 6 153 COCINA ELECTRICA DE DOS QUEMADORES C/u 60 60.11 60.58 60.82 61.06 60.35 60.25 60.67 60.98 60.08 60.19 60 60.47 60.95 60.54 60.19 60.79 60.85 60.45 60.58 60.7 61 60.94 61.31 60.97 60.71 60.13 60.5518 6 154 DVD C/u 100 100.18 100.96 101.37 101.76 100.59 100.41 101.12 101.64 100.13 100.31 100 100.78 101.59 100.9 100.32 101.32 101.41 100.75 100.97 101.17 101.67 101.56 102.19 101.62 101.19 100.21 100.9118 6 155 EQUIPO DE PERIFONEO C/u 700 701.26 706.72 709.59 712.32 704.13 702.87 707.84 711.48 700.91 702.17 700 705.46 711.13 706.3 702.24 709.24 709.87 705.25 706.79 708.19 711.69 710.92 715.33 711.34 708.33 701.47 706.3718 6 156 MAQUINA DE ESCRIBIR ELECTRICA C/u 500 500.9 504.8 506.85 508.8 502.95 502.05 505.6 508.2 500.65 501.55 500 503.9 507.95 504.5 501.6 506.6 507.05 503.75 504.85 505.85 508.35 507.8 510.95 508.1 505.95 501.05 504.5518 6 157 TELEVISION A COLOR C/u 400 400.72 403.84 405.48 407.04 402.36 401.64 404.48 406.56 400.52 401.24 400 403.12 406.36 403.6 401.28 405.28 405.64 403 403.88 404.68 406.68 406.24 408.76 406.48 404.76 400.84 403.6418 6 158 MUEBLE DE MADERA PARA DIGITACION C/u 287.13 287.65 289.89 291.06 292.18 288.83 288.31 290.35 291.84 287.5 288.02 287.13 289.37 291.7 289.72 288.05 290.92 291.18 289.29 289.92 290.49 291.93 291.61 293.42 291.78 290.55 287.73 289.7418 6 159 Sum. e Instalacion de equipo de sonido con 6 salidas para microfono de 200 Watts C/u 395.71 396.42 399.51 401.13 402.67 398.04 397.33 400.14 402.2 396.22 396.93 395.71 398.79 402 399.27 396.97 400.93 401.29 398.67 399.55 400.34 402.32 401.88 404.37 402.12 400.42 396.54 399.3118 6 160 Sum. e Instalacion de bocina de salida para voceo C/u 97.34 97.51 98.27 98.67 99.05 97.91 97.74 98.43 98.93 97.46 97.64 97.34 98.1 98.88 98.21 97.65 98.62 98.71 98.07 98.28 98.48 98.96 98.86 99.47 98.91 98.5 97.54 98.2218 6 161 Suministro e instalacion de microfono para sistema de voceo C/u 54.86 54.95 55.38 55.61 55.82 55.18 55.08 55.47 55.75 54.93 55.03 54.86 55.28 55.73 55.35 55.03 55.58 55.63 55.27 55.39 55.5 55.77 55.71 56.06 55.74 55.51 54.97 55.3518 6 162 Mueble de madera para ventanillas de despacho de medicamento C/u 388.46 389.16 392.19 393.78 395.3 390.76 390.06 392.81 394.83 388.97 389.67 388.46 391.49 394.64 391.96 389.71 393.59 393.94 391.38 392.23 393.01 394.95 394.52 396.97 394.76 393.09 389.28 39218 6 163 LOCKER DE SEIS COMPARTIMIENTOS C/u 214.39 214.78 216.45 217.33 218.16 215.65 215.27 216.79 217.91 214.67 215.05 214.39 216.06 217.8 216.32 215.08 217.22 217.41 216 216.47 216.9 217.97 217.73 219.09 217.86 216.94 214.84 216.3418 6 164 GRADILLA DE TRES PELDAÑOS C/u 39.7 39.77 40.08 40.24 40.4 39.93 39.86 40.14 40.35 39.75 39.82 39.7 40.01 40.33 40.06 39.83 40.22 40.26 40 40.09 40.16 40.36 40.32 40.57 40.34 40.17 39.78 40.0618 6 165 LIBRERA METÁLICA CON PUERTAS DE VIDRIO C/u 212.41 212.79 214.45 215.32 216.15 213.66 213.28 214.79 215.89 212.69 213.07 212.41 214.07 215.79 214.32 213.09 215.21 215.41 214 214.47 214.9 215.96 215.72 217.06 215.85 214.94 212.86 214.3418 6 166 MESA AUXILIAR HOSPITALARIA PARA USOS DIVERSOS GRANDE C/u 250 250.45 252.4 253.43 254.4 251.48 251.03 252.8 254.1 250.33 250.78 250 251.95 253.98 252.25 250.8 253.3 253.53 251.88 252.43 252.93 254.18 253.9 255.48 254.05 252.98 250.53 252.2818 6 167 TERMOMETRO AURICULAR DIGITAL C/u 40 40.07 40.38 40.55 40.7 40.24 40.16 40.45 40.66 40.05 40.12 40 40.31 40.64 40.36 40.13 40.53 40.56 40.3 40.39 40.47 40.67 40.62 40.88 40.65 40.48 40.08 40.3618 6 168 BÁSCULA DE PEDESTAL PLATAFORMA SÓLIDA C/u 250 250.45 252.4 253.43 254.4 251.48 251.03 252.8 254.1 250.33 250.78 250 251.95 253.98 252.25 250.8 253.3 253.53 251.88 252.43 252.93 254.18 253.9 255.48 254.05 252.98 250.53 252.2818 6 169 DOPPLER PORTÁTIL C/u 250 250.45 252.4 253.43 254.4 251.48 251.03 252.8 254.1 250.33 250.78 250 251.95 253.98 252.25 250.8 253.3 253.53 251.88 252.43 252.93 254.18 253.9 255.48 254.05 252.98 250.53 252.2818 6 170 ESTERILIZADOR DE MESA C/u 3000 3005.4 3028.8 3041.1 3052.8 3017.7 3012.3 3033.6 3049.2 3003.9 3009.3 3000 3023.4 3047.7 3027 3009.6 3039.6 3042.3 3022.5 3029.1 3035.1 3050.1 3046.8 3065.7 3048.6 3035.7 3006.3 3027.318 6 171 CINTA METRICA PLASTIFICADA C/u 3 3.01 3.03 3.04 3.05 3.02 3.01 3.03 3.05 3 3.01 3 3.02 3.05 3.03 3.01 3.04 3.04 3.02 3.03 3.04 3.05 3.05 3.07 3.05 3.04 3.01 3.0318 6 172 LÁMPARA FRONTAL PARA EXAMEN DE ALTA DENSIDAD. TIPO INDUSTRIAL C/u 40 40.07 40.38 40.55 40.7 40.24 40.16 40.45 40.66 40.05 40.12 40 40.31 40.64 40.36 40.13 40.53 40.56 40.3 40.39 40.47 40.67 40.62 40.88 40.65 40.48 40.08 40.3618 6 173 MESA AUXILIAR HOSPITALARIA PARA USOS DIVERSOS GRANDES C/u 250 250.45 252.4 253.43 254.4 251.48 251.03 252.8 254.1 250.33 250.78 250 251.95 253.98 252.25 250.8 253.3 253.53 251.88 252.43 252.93 254.18 253.9 255.48 254.05 252.98 250.53 252.2818 6 174 BIOMBO DE TRES CUERPOS BASE DE HIERRO Y LONA DE VINYL C/u 200 200.36 201.92 202.74 203.52 201.18 200.82 202.24 203.28 200.26 200.62 200 201.56 203.18 201.8 200.64 202.64 202.82 201.5 201.94 202.34 203.34 203.12 204.38 203.24 202.38 200.42 201.8218 6 175 CAJA METÁLICA DE CURACIONES DE ACERO INOXIDABLE. C/u 130 130.23 131.25 131.78 132.29 130.77 130.53 131.46 132.13 130.17 130.4 130 131.01 132.07 131.17 130.42 131.72 131.83 130.98 131.26 131.52 132.17 132.03 132.85 132.11 131.55 130.27 131.1818 6 176 CONTADOR DE FRECUENCIA RESPIRATORIA PEDIÁTRICO C/u 12 12.02 12.12 12.16 12.21 12.07 12.05 12.13 12.2 12.02 12.04 12 12.09 12.19 12.11 12.04 12.16 12.17 12.09 12.12 12.14 12.2 12.19 12.26 12.19 12.14 12.03 12.1118 6 177 MESA AUXILIAR HOSPITALARIA PARA USOS DIVERSOS MEDIANA C/u 480 480.86 484.61 486.58 488.45 482.83 481.97 485.38 487.87 480.62 481.49 480 483.74 487.63 484.32 481.54 486.34 486.77 483.6 484.66 485.62 488.02 487.49 490.51 487.78 485.71 481.01 484.3718 6 178 TENSIOMETRO ANEROIDE PEDIÁTRICO DE TRES BRAZALETES C/u 50 50.09 50.48 50.69 50.88 50.3 50.21 50.56 50.82 50.07 50.16 50 50.39 50.8 50.45 50.16 50.66 50.71 50.38 50.49 50.59 50.84 50.78 51.1 50.81 50.6 50.11 50.4618 6 179 ELECTROCARDIÓGRAFO DE TRES CANALES C/u 2500 2504.5 2524 2534.25 2544 2514.75 2510.25 2528 2541 2503.25 2507.75 2500 2519.5 2539.75 2522.5 2508 2533 2535.25 2518.75 2524.25 2529.25 2541.75 2539 2554.75 2540.5 2529.75 2505.25 2522.7518 6 180 EQUIPO DE ULTRASONIDO PÓRTATIL C/u 15000 15027 15144 15205.5 15264 15088.5 15061.5 15168 15246 15019.5 15046.5 15000 15117 15238.5 15135 15048 15198 15211.5 15112.5 15145.5 15175.5 15250.5 15234 15328.5 15243 15178.5 15031.5 15136.518 6 181 BICICLETA FIJA O ESTACIONARIA C/u 1600 1602.88 1615.36 1621.92 1628.16 1609.44 1606.56 1617.92 1626.24 1602.08 1604.96 1600 1612.48 1625.44 1614.4 1605.12 1621.12 1622.56 1612 1615.52 1618.72 1626.72 1624.96 1635.04 1625.92 1619.04 1603.36 1614.5618 6 182 JUEGO DE BARRAS SUECAS PARA EMPOTRARSE EN PARED FABRICADA DE MADERA C/u 800 801.44 807.68 810.96 814.08 804.72 803.28 808.96 813.12 801.04 802.48 800 806.24 812.72 807.2 802.56 810.56 811.28 806 807.76 809.36 813.36 812.48 817.52 812.96 809.52 801.68 807.2818 6 183 BARRAS PARALELAS AJUSTABLES PARA ADULTO C/u 900 901.62 908.64 912.33 915.84 905.31 903.69 910.08 914.76 901.17 902.79 900 907.02 914.31 908.1 902.88 911.88 912.69 906.75 908.73 910.53 915.03 914.04 919.71 914.58 910.71 901.89 908.1918 6 184 COMPRESAS (BOLSAS) PARA AGUA CALIENTE C/u 40 40.07 40.38 40.55 40.7 40.24 40.16 40.45 40.66 40.05 40.12 40 40.31 40.64 40.36 40.13 40.53 40.56 40.3 40.39 40.47 40.67 40.62 40.88 40.65 40.48 40.08 40.3618 6 185 COMPRESAS (BOLSAS) PARA AGUA FRÍA C/u 36 36.06 36.35 36.49 36.63 36.21 36.15 36.4 36.59 36.05 36.11 36 36.28 36.57 36.32 36.12 36.48 36.51 36.27 36.35 36.42 36.6 36.56 36.79 36.58 36.43 36.08 36.3318 6 186 EQUIPO DE ULTRASONIDO PARA TERAPIA C/u 2000 2003.6 2019.2 2027.4 2035.2 2011.8 2008.2 2022.4 2032.8 2002.6 2006.2 2000 2015.6 2031.8 2018 2006.4 2026.4 2028.2 2015 2019.4 2023.4 2033.4 2031.2 2043.8 2032.4 2023.8 2004.2 2018.218 6 187 SET DE PESAS TIPO MANCUERNAS PARA FISIOTERAPIA C/u 300 300.54 302.88 304.11 305.28 301.77 301.23 303.36 304.92 300.39 300.93 300 302.34 304.77 302.7 300.96 303.96 304.23 302.25 302.91 303.51 305.01 304.68 306.57 304.86 303.57 300.63 302.7318 6 188 LÁMPARA DE RAYOS INFRARROJOS C/u 700 701.26 706.72 709.59 712.32 704.13 702.87 707.84 711.48 700.91 702.17 700 705.46 711.13 706.3 702.24 709.24 709.87 705.25 706.79 708.19 711.69 710.92 715.33 711.34 708.33 701.47 706.37

18 6 189 BALÓN PARA GIMNASIA Y REHABILITACIÓN C/u 75 75.14 75.72 76.03 76.32 75.44 75.31 75.84 76.23 75.1 75.23 75 75.59 76.19 75.68 75.24 75.99 76.06 75.56 75.73 75.88 76.25 76.17 76.64 76.22 75.89 75.16 75.6818 6 190 RUEDA PARA EJERCITADOR DE HOMBROS PARA EMPOTRARSE EN PARED C/u 500 500.9 504.8 506.85 508.8 502.95 502.05 505.6 508.2 500.65 501.55 500 503.9 507.95 504.5 501.6 506.6 507.05 503.75 504.85 505.85 508.35 507.8 510.95 508.1 505.95 501.05 504.5518 6 191 TANQUE DE 12 LITROS PARA EL CALENTAMIENTO DE COMPRESAS HÚMEDAS C/u 2000 2003.6 2019.2 2027.4 2035.2 2011.8 2008.2 2022.4 2032.8 2002.6 2006.2 2000 2015.6 2031.8 2018 2006.4 2026.4 2028.2 2015 2019.4 2023.4 2033.4 2031.2 2043.8 2032.4 2023.8 2004.2 2018.218 6 192 EQUIPO DE ESTIMULACIÓN ELÉCTRICA BÁSICO (TENS) C/u 150 150.27 151.44 152.06 152.64 150.89 150.62 151.68 152.46 150.2 150.47 150 151.17 152.39 151.35 150.48 151.98 152.12 151.13 151.46 151.76 152.51 152.34 153.29 152.43 151.79 150.32 151.3718 6 193 MONITOR MATERNO FETAL SENCILLO C/u 5000 5009 5048 5068.5 5088 5029.5 5020.5 5056 5082 5006.5 5015.5 5000 5039 5079.5 5045 5016 5066 5070.5 5037.5 5048.5 5058.5 5083.5 5078 5109.5 5081 5059.5 5010.5 5045.518 6 195 Mueble casillero en L 1.4x0.4+0.75x0.4 con h=2.70mts estructura de cedro 2"x1"+entrepaño plywood C/u 463.22 464.06 467.68 469.57 471.38 465.96 465.12 468.41 470.82 463.83 464.66 463.22 466.84 470.59 467.39 464.71 469.34 469.75 466.7 467.72 468.64 470.96 470.45 473.37 470.73 468.74 464.19 467.4418 6 196 Mueble casillero en L 1.15x0.4+0.5x0.4 con h=2.70mts estructura de cedro de 2"x1"+entrepaño plywood C/u 341.92 342.54 345.2 346.6 347.94 343.94 343.32 345.75 347.53 342.36 342.98 341.92 344.59 347.36 345 343.01 346.43 346.74 344.48 345.23 345.92 347.63 347.25 349.41 347.46 345.99 342.63 345.0318 6 197 Sillas plásticas con brazo C/u 5.31 5.32 5.36 5.38 5.4 5.34 5.33 5.37 5.4 5.32 5.33 5.31 5.35 5.39 5.36 5.33 5.38 5.38 5.35 5.36 5.37 5.4 5.39 5.43 5.4 5.37 5.32 5.3618 6 198 Sillas de espera sin brazo con estructura metálica tapizada C/u 39.82 39.89 40.2 40.37 40.52 40.05 39.98 40.27 40.47 39.87 39.94 39.82 40.13 40.45 40.18 39.95 40.35 40.38 40.12 40.21 40.29 40.49 40.44 40.69 40.47 40.29 39.9 40.1818 6 199 Mesa de reunión para 15 personas con sillas C/u 856.51 858.05 864.73 868.24 871.58 861.56 860.02 866.1 870.56 857.62 859.17 856.51 863.19 870.13 864.22 859.25 867.82 868.59 862.93 864.82 866.53 870.81 869.87 875.27 870.39 866.7 858.31 864.318 6 200 Silla secretarial con brazo C/u 69.03 69.15 69.69 69.98 70.24 69.44 69.31 69.8 70.16 69.12 69.24 69.03 69.57 70.13 69.65 69.25 69.94 70 69.55 69.7 69.84 70.18 70.11 70.54 70.15 69.85 69.18 69.6618 6 201 Lavadora de ropa C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 202 PAPELERA DE 3 COMPARTIMIENTOS C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 203 Mueble M-6 (repisa para nebulizador) U 58.08 58.18 58.64 58.87 59.1 58.42 58.32 58.73 59.03 58.15 58.26 58.08 58.53 59 58.6 58.26 58.84 58.9 58.51 58.64 58.76 59.05 58.98 59.35 59.02 58.77 58.2 58.6118 6 204 Mesa y sillas para 4 personas C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 205 Jabonera de acero inoxidable C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 206 Servilletero de acero inoxidable C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 207 Bancas para desvestideros C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 208 Cama Hospitalaria con Atril y Barandales Incorporados C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 209 Mesa Mayo para instrumental quirúrgico C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 210 Sillón para toma de muestras C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 211 Sillón para tratamiento C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 212 Báscula de piso estándar C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 213 Caja Metálica para Pequeña Cirugía de acero inoxidable incluye el instrumental C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 214 Caja reveladora para películas dentales C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 215 Baño María de acero inoxidable C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 216 Centrifuga de mesa C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 217 Colchoneta para fisioterapia C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 218 Camara refrigerante horizontal (Freezer) de 14 pies C/u 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 7100 710018 6 219 Centrifuga para microhematocrito (microcentrifuga) portatil C/u 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 300018 6 220 Destilador de agua C/u 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 6300 630018 6 221 lampara de tipeo sanguineo de cuello ajustable foco inferior espejo visor ampliado 110 volt. C/u 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 460 46018 6 222 Microscopio Binocular C/u 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 3300 330018 6 223 Bacinete con carro C/u 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 400 40018 6 224 Gradilla de dos peldaños antideslizante C/u 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 60 6018 6 225 Mueble M-5 est madera de cedro cara ext laminado y losa gibraltar de 1/2" inc poceta acer inox C/u 917.67 919.38 926.53 930.27 933.83 923.16 921.47 928.01 932.73 918.94 920.6 917.67 924.88 932.29 925.96 920.7 929.83 930.59 924.63 926.59 928.47 933.04 932.01 937.79 932.54 928.66 919.63 926.0618 6 226 Termo de Polietileno C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 227 Pinza de transferencia C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 228 Modulo de 5 sillas C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 6 229 Camilla Portátil de Emergencia U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 7 1 ROTULO ACRILICO DE 0.20X0.40 PINTADO CON COMPRESOR U 10.06 10.08 10.16 10.2 10.24 10.12 10.1 10.17 10.23 10.07 10.09 10.06 10.14 10.22 10.15 10.09 10.19 10.2 10.14 10.16 10.18 10.23 10.22 10.28 10.22 10.18 10.08 10.1518 7 2 REPISA PARA DESPACHO DE ALIMENTOS DE PLYWOOD DE 3/4" M2 122.88 123.1 124.06 124.56 125.04 123.61 123.38 124.26 124.9 123.04 123.26 122.88 123.84 124.84 123.99 123.27 124.5 124.61 123.8 124.07 124.32 124.93 124.8 125.57 124.87 124.34 123.14 12418 7 3 EXTINTOR DE BIOXIDO DE CARBONO DE 10 LBS. C/u 197.32 197.67 199.21 200.02 200.79 198.48 198.13 199.53 200.55 197.57 197.93 197.32 198.86 200.45 199.09 197.95 199.92 200.1 198.8 199.23 199.63 200.61 200.4 201.64 200.51 199.67 197.73 199.1118 7 4 EXTINTOR DE POLVO QUIMICO SECO DE 20 LBS. C/u 114.2 114.4 115.29 115.76 116.21 114.87 114.67 115.48 116.07 114.35 114.55 114.2 115.09 116.01 115.23 114.56 115.7 115.81 115.05 115.31 115.53 116.1 115.98 116.7 116.05 115.56 114.44 115.2418 7 5 Sum. e instalacion de detector de humo C/u 7.79 7.81 7.87 7.9 7.93 7.84 7.82 7.88 7.92 7.8 7.82 7.79 7.85 7.92 7.86 7.82 7.9 7.9 7.85 7.87 7.88 7.92 7.91 7.96 7.92 7.89 7.81 7.8618 7 6 Material didactico para alfabetizadores C/u 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0118 7 7 Suministro e instalacion de bascula pesa camiones de 30 ton. C/u 24410 24453.94 24644.34 24744.42 24839.62 24554.02 24510.08 24683.39 24810.32 24441.73 24485.67 24410 24600.4 24798.12 24629.69 24488.11 24732.21 24754.18 24593.08 24646.78 24695.6 24817.65 24790.8 24944.58 24805.44 24700.48 24461.26 24632.1318 7 8 Lapiceros con logo grabado C/u 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.6818 7 9 Magnetos decorativos C/u 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.8918 7 10 Llaveros acrílicos con logotipo y web grabados C/u 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.8918 7 11 Brazaletes promocionales con logo y web C/u 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.6618 7 12 Botones publicitarios de 6.5 cms con mensaje C/u 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.65 2.6518 7 13 Vallas publicitarias móviles en partes traseras de buses C/u 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.73 509.7318 7 14 Squeezzers (depósitos para bebidas) C/u 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.7718 7 15 Organizadores de escritorios C/u 2.21 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.42 4.4218 7 16 Calendarios promocionales C/u 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.33 1.3318 7 17 Tazas estampadas con mensaje y logo C/u 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.1 3.118 7 18 Folder personalizado papel foldkote C12 con web logos teléfono full color C/u 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.6218 8 1 MESA DE CONFERENCIA PARA 12 PERSONAS U 707.96 709.23 714.76 717.66 720.42 712.14 710.86 715.89 719.57 708.88 710.15 707.96 713.48 719.22 714.33 710.23 717.31 717.94 713.27 714.83 716.24 719.78 719 723.46 719.43 716.38 709.45 714.418 8 2 ESCRITORIO EJECTUVO TIPO CENTURY (FORMA DE L) U 193.58 193.93 195.44 196.23 196.99 194.72 194.37 195.75 196.75 193.83 194.18 193.58 195.09 196.66 195.32 194.2 196.14 196.31 195.03 195.46 195.84 196.81 196.6 197.82 196.72 195.88 193.99 195.3418 8 3 ESCRITORIO SECRETARIAL TIPO CENTURY U 146 146.26 147.4 148 148.57 146.86 146.6 147.64 148.39 146.19 146.45 146 147.14 148.32 147.31 146.47 147.93 148.06 147.1 147.42 147.71 148.44 148.28 149.2 148.37 147.74 146.31 147.3318 8 4 MODULO ESQUINERO TIPO CENTURY U 42.46 42.54 42.87 43.04 43.21 42.71 42.63 42.94 43.16 42.52 42.59 42.46 42.79 43.14 42.84 42.6 43.02 43.06 42.78 42.87 42.96 43.17 43.12 43.39 43.15 42.97 42.55 42.8518 8 5 MESA REDONDA TIPO CENTURY U 39.06 39.13 39.44 39.6 39.75 39.29 39.22 39.5 39.7 39.11 39.18 39.06 39.36 39.68 39.41 39.19 39.58 39.61 39.35 39.44 39.52 39.71 39.67 39.92 39.69 39.52 39.14 39.4218 8 6 CREDENZA TIPO CENTURY U 276.55 277.05 279.2 280.34 281.42 278.18 277.68 279.65 281.09 276.91 277.41 276.55 278.71 280.95 279.04 277.44 280.2 280.45 278.62 279.23 279.79 281.17 280.86 282.61 281.03 279.84 277.13 279.0718 8 7 ESCRITORIO COMBINACION TIPO L U 193.58 193.93 195.44 196.23 196.99 194.72 194.37 195.75 196.75 193.83 194.18 193.58 195.09 196.66 195.32 194.2 196.14 196.31 195.03 195.46 195.84 196.81 196.6 197.82 196.72 195.88 193.99 195.3418 8 8 ESCRITORIO SECRETARIAL CON 2 GAVETAS U 146 146.26 147.4 148 148.57 146.86 146.6 147.64 148.39 146.19 146.45 146 147.14 148.32 147.31 146.47 147.93 148.06 147.1 147.42 147.71 148.44 148.28 149.2 148.37 147.74 146.31 147.3318 8 9 SILLA DE ESPERA CON BRAZOS U 56.64 56.74 57.18 57.42 57.64 56.97 56.87 57.27 57.57 56.71 56.82 56.64 57.08 57.54 57.15 56.82 57.39 57.44 57.06 57.19 57.3 57.59 57.52 57.88 57.56 57.31 56.76 57.1618 8 10 SILLA ERGONOMICA CON BRAZOS U 137.17 137.42 138.49 139.05 139.58 137.98 137.73 138.71 139.42 137.35 137.6 137.17 138.24 139.35 138.4 137.61 138.98 139.1 138.2 138.5 138.77 139.46 139.31 140.17 139.39 138.8 137.46 138.4218 8 11 SILLON EJECUTIVO DE CUERO U 120.35 120.57 121.51 122 122.47 121.06 120.84 121.7 122.32 120.51 120.72 120.35 121.29 122.26 121.43 120.74 121.94 122.05 121.25 121.52 121.76 122.36 122.23 122.99 122.3 121.78 120.6 121.4518 8 12 SILLA SECRETARIAL U 29.2 29.25 29.48 29.6 29.71 29.37 29.32 29.53 29.68 29.24 29.29 29.2 29.43 29.66 29.46 29.29 29.59 29.61 29.42 29.48 29.54 29.69 29.66 29.84 29.67 29.55 29.26 29.4718 8 13 SILLA PLEGABLE TAPIZADA U 26.5 26.55 26.75 26.86 26.97 26.66 26.61 26.8 26.93 26.53 26.58 26.5 26.71 26.92 26.74 26.58 26.85 26.87 26.7 26.76 26.81 26.94 26.91 27.08 26.93 26.82 26.56 26.7418 8 14 SILLA PLEGABLE CORRIENTE U 15 15.03 15.14 15.21 15.26 15.09 15.06 15.17 15.25 15.02 15.05 15 15.12 15.24 15.14 15.05 15.2 15.21 15.11 15.15 15.18 15.25 15.23 15.33 15.24 15.18 15.03 15.1418 8 15 CAMA CUNA U 60 60.11 60.58 60.82 61.06 60.35 60.25 60.67 60.98 60.08 60.19 60 60.47 60.95 60.54 60.19 60.79 60.85 60.45 60.58 60.7 61 60.94 61.31 60.97 60.71 60.13 60.5518 8 16 COLCHONETA U 30 30.05 30.29 30.41 30.53 30.18 30.12 30.34 30.49 30.04 30.09 30 30.23 30.48 30.27 30.1 30.4 30.42 30.23 30.29 30.35 30.5 30.47 30.66 30.49 30.36 30.06 30.2718 8 17 Banco giratorio de acero inoxidable ( 4 patas sin respaldo) U 260 260.47 262.5 263.56 264.58 261.53 261.07 262.91 264.26 260.34 260.81 260 262.03 264.13 262.34 260.83 263.43 263.67 261.95 262.52 263.04 264.34 264.06 265.69 264.21 263.09 260.55 262.3718 8 18 Mueble Fijo Barra mostrador para atención al público U 840.7 842.21 848.77 852.22 855.5 845.66 844.15 850.12 854.49 841.79 843.31 840.7 847.26 854.07 848.27 843.39 851.8 852.55 847.01 848.85 850.54 854.74 853.81 859.11 854.32 850.7 842.47 848.3518 8 19 Mueble para PC C/u 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0118 8 20 Estante metalico C/u 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0118 8 21 Sum/Inst de Butaca con asiento retraible con brazos portavasos (Capacidad 350 lbs). C/u 146.02 146.28 147.42 148.02 148.59 146.88 146.62 147.66 148.41 146.21 146.47 146.02 147.16 148.34 147.33 146.49 147.95 148.08 147.12 147.44 147.73 148.46 148.3 149.22 148.39 147.76 146.33 147.3518 8 22 Suministro e instalacion de mueble de recepción C/u 1303.55 1305.9 1316.07 1321.41 1326.5 1311.25 1308.9 1318.15 1324.93 1305.25 1307.6 1303.55 1313.72 1324.28 1315.29 1307.73 1320.76 1321.93 1313.33 1316.2 1318.81 1325.32 1323.89 1332.1 1324.67 1319.07 1306.29 1315.4218 8 23 Mueble tipo librera C/u 503.74 504.65 508.58 510.64 512.61 506.71 505.81 509.38 512 504.39 505.3 503.74 507.67 511.75 508.27 505.35 510.39 510.84 507.52 508.63 509.63 512.15 511.6 514.77 511.9 509.73 504.8 508.3218 8 24 Archivador de 2 gavetas C/u 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.26 90.2618 8 25 Basurero plasticos con pedal U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 8 26 Mueble metálico de 1.65x1x0.50 c/2 puertas abatibles de 0.825x1+2 repisas de1.65x0.50 C/u 301.1 301.65 303.99 305.23 306.4 302.88 302.34 304.48 306.04 301.49 302.04 301.1 303.45 305.89 303.81 302.07 305.08 305.35 303.36 304.02 304.63 306.13 305.8 307.7 305.98 304.69 301.74 303.8418 8 27 Tabla Acrílica C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 8 28 Papelera Acrílica C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 9 1 ARCHIVO METALICO DE 4 GAVETAS LINEA GOTHICO U 159.29 159.58 160.82 161.47 162.09 160.23 159.94 161.07 161.9 159.5 159.78 159.29 160.53 161.82 160.72 159.8 161.39 161.54 160.48 160.84 161.15 161.95 161.77 162.78 161.87 161.19 159.62 160.7418 9 2 MUEBLE PARA GUARDAR AMPOS U 71.9 72.03 72.59 72.89 73.17 72.32 72.19 72.71 73.08 71.99 72.12 71.9 72.46 73.04 72.55 72.13 72.85 72.91 72.44 72.6 72.74 73.1 73.02 73.47 73.06 72.76 72.05 72.5518 9 3 ESTANTES TIPO DEXION U 73 73.13 73.7 74 74.28 73.43 73.3 73.82 74.2 73.09 73.23 73 73.57 74.16 73.66 73.23 73.96 74.03 73.55 73.71 73.85 74.22 74.14 74.6 74.18 73.87 73.15 73.6618 9 4 REPISA DE MADERA ESTRUCTURA DE CEDRO Y ESCUADRA METALICA M 36.7 36.76 37.05 37.2 37.34 36.92 36.85 37.11 37.3 36.75 36.81 36.7 36.99 37.28 37.03 36.82 37.18 37.22 36.97 37.05 37.13 37.31 37.27 37.5 37.29 37.14 36.78 37.0318 9 5 REPISA DE MADERA ESTRUCTURA DE CEDRO FORRADA CON FORMICA M 48.26 48.35 48.73 48.92 49.11 48.55 48.46 48.8 49.05 48.33 48.41 48.26 48.64 49.03 48.7 48.42 48.9 48.94 48.63 48.73 48.83 49.07 49.02 49.32 49.04 48.84 48.36 48.718 10 1 ESCALADOR TRIANGULAR ARQUEADO C/TOGO 2-1/2" Y 1".B=2X1.55M Y H=1.35M U 335.53 336.14 338.75 340.13 341.44 337.51 336.91 339.29 341.04 335.97 336.57 335.53 338.15 340.87 338.55 336.61 339.96 340.26 338.05 338.79 339.46 341.14 340.77 342.88 340.97 339.52 336.24 338.5918 10 2 COLUMPIO DE 2 ASIENTOS DE TOGO 4" 1-1/2" Y 1-1/4" H=1.15M B=2.85X1.85M U 781.21 782.61 788.7 791.91 794.96 785.82 784.41 789.96 794.02 782.22 783.63 781.21 787.3 793.63 788.24 783.7 791.52 792.22 787.06 788.78 790.34 794.25 793.39 798.31 793.86 790.5 782.85 788.3118 10 3 BALANCIN DE B=0.8X1.5M Y H=2M C/TOGO DE 2" 1" Y 1-1/4". U 501.08 501.98 505.89 507.94 509.9 504.03 503.13 506.69 509.29 501.73 502.63 501.08 504.98 509.04 505.59 502.68 507.69 508.14 504.83 505.94 506.94 509.45 508.89 512.05 509.19 507.04 502.13 505.6418 10 4 CASTILLO C/ TORRES Y DESLIZADEROS U 5089.3 5098.46 5138.16 5159 5178.88 5119.31 5110.15 5146.3 5172.76 5095.94 5105.04 5089.3 5128.97 5170.21 5135.1 5105.57 5156.46 5161.05 5127.48 5138.67 5148.84 5174.28 5168.71 5200.75 5171.75 5149.85 5099.99 5135.618 10 5 Juego de cilindros verticales en "ESE" Hmax=0.90 Hmin=0.15 D=15" (11cilindros D=15") C/u 356.08 356.67 359.26 360.83 362.43 358.06 357.44 359.99 362.05 356.47 357.03 356.08 358.69 361.77 359.1 357.06 360.64 361.05 358.59 359.33 360.15 362.13 361.55 363.89 361.91 360.18 356.75 359.1318 10 6 ESCALADOR PIRAMIDAL DE ToGo DE 2-1/2"1"1/2" BASES DE CONCRETO U 894.55 896.15 903.13 906.79 910.32 899.85 898.19 904.59 909.23 895.72 897.31 894.55 901.51 908.78 902.59 897.38 906.34 907.16 901.25 903.21 905.01 909.49 908.5 914.12 909.05 905.19 896.43 902.6918 10 7 ESCALADOR ESPACIAL DE ToGo DE 2" Y 1". INCLUYE BASES DE CONCRETO U 882.09 883.67 890.56 894.18 897.65 887.31 885.7 892 896.55 883.25 884.82 882.09 888.96 896.13 890.02 884.9 893.73 894.52 888.71 890.64 892.42 896.83 895.87 901.38 896.4 892.57 883.96 890.1218 10 8 JUEGO DE TUNEL HORIZONTAL 2 TRAMOS DE 2M Y 1 DE 2.4 EST HoGo 1" Y FORRO LAMINA 1/8" U 1158.43 1160.52 1169.54 1174.29 1178.82 1165.27 1163.17 1171.41 1177.43 1159.94 1162.01 1158.43 1167.44 1176.84 1168.85 1162.11 1173.7 1174.76 1167.12 1169.67 1171.98 1177.77 1176.52 1183.79 1177.21 1172.2 1160.85 1168.98

18 10 9 TUNELES VERTICALES DE CAÑO GALVANIZADO DE 1" 2" U 758.97 760.33 766.24 769.35 772.33 763.44 762.07 767.46 771.4 759.94 761.32 758.97 764.88 771.04 765.79 761.4 768.99 769.65 764.68 766.35 767.82 771.64 770.82 775.59 771.26 767.98 760.58 765.8618 10 10 Columpio para personas c/capac especiales (HoGo de 1/2" 1 1/2" 2" y 3" silla con lámina de 1/8") C/u 677.61 678.71 683.62 686.21 688.66 681.3 680.15 684.61 687.88 678.42 679.54 677.61 682.49 687.58 683.24 679.59 685.9 686.47 682.3 683.69 684.95 688.09 687.4 691.34 687.77 685.06 678.89 683.2918 11 1 BANCAS METALICAS TIPO COLONIAL DE 1.3M DE LARGO U 118.46 118.67 119.59 120.08 120.54 119.15 118.94 119.78 120.4 118.61 118.82 118.46 119.38 120.34 119.52 118.84 120.02 120.13 119.34 119.61 119.84 120.43 120.3 121.05 120.38 119.87 118.7 119.5318 11 2 BASURERO METALICO ESTILO COLONIAL DE 1M DE ALTO U 65.41 65.52 66.03 66.3 66.56 65.79 65.67 66.14 66.48 65.49 65.61 65.41 65.92 66.45 65.99 65.62 66.27 66.33 65.9 66.04 66.17 66.5 66.43 66.84 66.47 66.18 65.54 6618 11 3 BASURERO DE LAMINA 1/16" DE 60X50X30 APOYADO EN CAÑO NEGRO 4" Y BASE CONCRETO U 69.36 69.45 70.01 70.29 70.57 69.75 69.65 70.14 70.48 69.42 69.59 69.36 69.9 70.46 69.98 69.6 70.25 70.32 69.87 70.01 70.15 70.51 70.44 70.87 70.47 70.17 69.49 69.9818 11 4 MESA DE CONCRETO C/4 BANCAS CONFORMADAS CON TUBO DE 6" U 128.69 128.92 129.94 130.46 130.96 129.45 129.22 130.14 130.81 128.87 129.08 128.69 129.69 130.74 129.87 129.11 130.4 130.5 129.65 129.94 130.21 130.84 130.7 131.51 130.77 130.23 128.95 129.8818 11 5 Bebederos base de tubo de concreto U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 11 6 Banca de concreto armado en forma de "L" de 45x45 cms. sobre pared de bloque de concreto de 20 cms. M 97.96 98.13 98.87 99.31 99.67 98.54 98.37 99.04 99.55 98.09 98.28 97.96 98.72 99.5 98.83 98.29 99.24 99.32 98.69 98.87 99.1 99.58 99.46 100.08 99.53 99.12 98.15 98.8318 11 7 Banca de concreto 1:2:2 y madera de conacaste L=1.6m H=0.80m Ho 3/8"+est 1/4" @15. C/u 225.4 225.8 227.56 228.49 229.37 226.73 226.32 227.93 229.1 225.69 226.1 225.4 227.16 228.98 227.43 226.12 228.38 228.58 227.09 227.59 228.04 229.16 228.92 230.34 229.05 228.08 225.87 227.4518 11 8 BASURERO TIPO BALANCIN DE MADERA Y POSTES DE CONCRETO 0.4X0.4 MTS. H=0.8MTS C/u 133.8 134.05 135.11 135.68 136.14 134.6 134.34 135.33 136.01 133.98 134.22 133.8 134.86 135.94 135.02 134.24 135.6 135.71 134.82 135.14 135.38 136.04 135.91 136.72 135.98 135.39 134.11 135.0518 11 9 BANCA DE ESTRUCTURA METALICA Y ASIENTO DE CONCRETO M 60.77 60.89 61.36 61.61 61.85 61.14 61.04 61.45 61.77 60.86 60.94 60.77 61.25 61.73 61.34 60.94 61.58 61.63 61.22 61.36 61.49 61.8 61.71 62.09 61.73 61.49 60.91 61.3418 11 10 MESA CON BANCAS RUSTICA DE 0.7 X 1.20 MTS. C/u 93 93.17 93.89 94.27 94.64 93.55 93.38 94.04 94.53 93.12 93.29 93 93.73 94.48 93.84 93.3 94.23 94.31 93 93.9 94.09 94.55 94.45 95.04 94.51 94.11 93.2 93.8518 11 11 BANCA DE CONCRETO RECTANGULAR DE 1.30X0.40 C/u 53.09 53.19 53.6 53.82 54.02 53.4 53.31 53.68 53.96 53.16 53.25 53.09 53.5 53.93 53.57 53.26 53.79 53.84 53.49 53.61 53.71 53.98 53.92 54.25 53.95 53.72 53.2 53.5718 11 12 Basurero metálico tipo balancín 0.80x0.30 con PL 1x3/16" y caño negro de 2" C/u 76.42 76.55 77.08 77.36 77.62 76.81 76.7 77.17 77.54 76.52 76.64 76.42 76.96 77.5 77.03 76.64 77.32 77.39 76.94 77.08 77.21 77.56 77.48 77.93 77.53 77.23 76.56 77.0418 11 13 Banca de concreto armado en forma de "L" de 40x40 cms. sobre pared de bloque de concreto de 15 cms. M 66.2 66.35 66.83 67.14 67.4 66.59 66.48 66.97 67.31 66.3 66.4 66.2 66.73 67.27 66.82 66.42 67.09 67.15 66.72 66.84 67 67.32 67.26 67.67 67.29 67.03 66.37 66.8318 11 14 Asiento de concreto D=0.25m con 2#3+G#2@0.15 Cooncreto 1:2:4 U 19.6 19.66 19.8 19.88 19.97 19.74 19.71 19.83 19.94 19.66 19.67 19.6 19.78 19.93 19.8 19.67 19.86 19.89 19.75 19.8 19.84 19.95 19.91 20.04 19.94 19.85 19.66 19.818 11 15 Suministro e instalación de farol decorativo tipo italiano (Incluye luminaria de 100W) U 61.8 61.91 62.4 62.65 62.89 62.17 62.06 62.5 62.82 61.88 61.99 61.8 62.29 62.79 62.36 62 62.62 62.67 62.27 62.4 62.53 62.84 62.77 63.16 62.8 62.54 61.93 62.3718 12 1 SUMINISTRO DE BOBCAT CON CUCHARON DE 68" DE ANCHO CON DIENTES C/u 34500 34562.1 34831.2 34972.65 35107.2 34703.55 34641.45 34886.4 35065.8 34544.85 34606.95 34500 34769.1 35048.55 34810.5 34610.4 34955.4 34986.45 34758.75 34834.65 34903.65 35076.15 35038.2 35255.55 35058.9 34910.55 34572.45 34813.9518 12 2 SUMINISTRO DE RODO RD12A PARA BOBCAT C/u 16000 16028.8 16153.6 16219.2 16281.6 16094.4 16065.6 16179.2 16262.4 16020.8 16049.6 16000 16124.8 16254.4 16144 16051.2 16211.2 16225.6 16120 16155.2 16187.2 16267.2 16249.6 16350.4 16259.2 16190.4 16033.6 16145.618 12 3 RETROEXCAVADORA MOTOR DIESEL 4WD CAPACIDAD DE CUCHARA 1.25 YD3 Y CAPACIDAD DE LEVANTAMIENTO 5906 LB C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 12 4 MINICARGADOR CON CUCHARON DE 142.4" DE ANCHO CON CAPACIDAD MAXIMA DE 2750LBS (V=0.63M3) C/u 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.13 37345.1318 12 5 MINICARGADOR C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 13 1 KIT DE EQUIPO PARA SEGURIDAD INDUSTRIAL Y HERRAMIENTAS BASICAS OBRAS CIVILES C/u 1000 1001.8 1009.6 1013.7 1017.6 1005.9 1004.1 1011.2 1016.4 1001.3 1003.1 1000 1007.8 1015.9 1009 1003.2 1013.2 1014.1 1007.5 1009.7 1011.7 1016.7 1015.6 1021.9 1016.2 1011.9 1002.1 1009.118 13 2 KIT DE EQUIPO PARA SEGURIDAD INDUSTRIAL Y HERRAMIENTAS BASICAS OBRA ELECTRICA C/u 550 550.99 555.28 557.54 559.68 553.25 552.26 556.16 559.02 550.72 551.71 550 554.29 558.75 554.95 551.76 557.26 557.76 554.13 555.34 556.44 559.19 558.58 562.05 558.91 556.55 551.16 555.0118 13 3 KIT DE GESTIÓN DE SEÑALIZACIÓN PARA CONTROL DE TRAFICO EN AREAS DE TRABAJO C/u 203.27 203.64 205.22 206.06 206.85 204.47 204.1 205.55 206.6 203.53 203.9 203.27 204.86 206.5 205.1 203.92 205.95 206.14 204.8 205.24 205.65 206.67 206.44 207.72 206.56 205.69 203.7 205.1218 14 1 CUMA DE 15 PULGADAS DE TAMAÑO CON MANGO DE MADERA CON REMACHE Y DE USO PARA MANO DERECHA C/u 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.11 4.1118 14 2 MACHETE LISO PULIDO DE 24 PULGADAS DE 2.2 mm DE ESPESOR CACHA REMACHADA DE CAUCHO DE POLIPROPILENO C/u 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.51 4.5118 14 3 AZADÓN DE 3 LIBRAS CON MANGO C/u 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.22 5.2218 14 4 CHUZO TIPO HUISUTE PUNTA PLANA DE 2.5 LIBRAS CON MANGO C/u 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.85 8.8518 14 5 PALA DE PUNTA REDONDA DE 2.5 LIBRAS CON MANGO C/u 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.07 4.0718 14 6 LIMA PARA AFILAR TRIANGULAR DE 6 PULGADAS DE UNA PUNTA C/u 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.42 1.4218 14 7 PALA DÚPLEX TIPO LIVIANA C/u 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.27 12.2718 14 8 BOMBA ASPERSORA TIPO MOCHILA CON TANQUE NORMAL DE POLIPROPILENO Y COMO MINIMO 16 LITROS DE CAPACIDAD C/u 48.67 48.67 49.67 49.67 49.67 48.67 48.67 49.67 49.67 48.67 48.67 48.67 48.67 48.67 48.67 48.67 48.67 48.67 48.67 48.67 48.67 48.67 48.67 48.67 48.67 48.67 48.67 48.6718 14 9 BOMBA ACHICADORA P/RIEGO POT MÁX 6.5 HP A 3600 RPM CDT 50 M CAUDAL 123 GPM C/MANG-SUCCION 8M+1GRAN C/u 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.23 398.2318 14 10 Incubadora con capacidad para 288 huevos U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 14 11 Resistencia (repuesto para incubadora) U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 14 12 Protector de Voltaje U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 1 Adquisición de aditamento para vehículo C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 2 Adquisición de Artículos de Bebé C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 3 Adquisición de Equipo de oficina C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 4 Adquisición de Artículos de Vivienda C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 5 Adquisición de Equipo Informático y/o moviliario C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 6 Compra de Artículos de cocina C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 7 Compra de Artículos Industriales C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 8 Compra de Electrodomésticos C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 9 Compra de Artículos de Oficina C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 10 Compra de Artículos Ferreteros C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 11 Adquisición de Ploter C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 12 Adquisición de Motosierra C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 13 Adquisición de radio de comunicación C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 14 Adquisición de equipo de sonido C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 15 Adquisición de plancha de cocina C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 16 TRICIMOTO C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 17 CAPAS PARA LLUVIA IMPERMEABLE DE 1 PIEZA C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 18 BOTAS DE HULE Par 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 19 MOTOBOMBA ACHICADORA 5.5 HP C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 20 LINTERNA DE MANO RECARGABLE LUZ LED C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 21 Vehículo tipo camión C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 118 15 22 Archivero metálico U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 119 REFORESTACIÓN Y HUERTOS19 1 1 ENGRAMADO M2 2.78 2.79 2.81 2.82 2.83 2.8 2.79 2.81 2.83 2.78 2.79 2.78 2.8 2.82 2.81 2.79 2.82 2.82 2.8 2.81 2.81 2.83 2.82 2.84 2.83 2.81 2.79 2.8119 1 2 ENGRAMADO DE TALUDES M2 3.63 3.63 3.66 3.68 3.69 3.65 3.64 3.67 3.69 3.63 3.64 3.63 3.66 3.68 3.66 3.64 3.67 3.68 3.65 3.66 3.67 3.69 3.68 3.71 3.69 3.67 3.63 3.6619 1 3 ENGRAMADO (D/POTREROINCL.TIERRA ORGANICA) M2 4.39 4.4 4.43 4.45 4.47 4.42 4.41 4.44 4.46 4.4 4.4 4.39 4.42 4.46 4.43 4.4 4.45 4.45 4.42 4.43 4.44 4.46 4.46 4.49 4.46 4.44 4.4 4.4319 1 4 CONFORMACION Y ENGRAMADO DE TALUDES M2 4.87 4.88 4.92 4.94 4.96 4.9 4.89 4.93 4.95 4.88 4.89 4.87 4.91 4.95 4.92 4.89 4.94 4.94 4.91 4.92 4.93 4.95 4.95 4.98 4.95 4.93 4.88 4.9219 1 5 ENZACATADO O ENGRAMADO DE TALUDES M2 2.06 2.07 2.08 2.09 2.1 2.08 2.07 2.09 2.1 2.07 2.07 2.06 2.08 2.1 2.08 2.07 2.09 2.09 2.08 2.08 2.09 2.1 2.1 2.11 2.1 2.09 2.07 2.0819 1 8 Engramados de talud con ZACATE VETIVER M 1.2 1.2 1.21 1.22 1.22 1.21 1.21 1.22 1.22 1.2 1.21 1.2 1.21 1.22 1.21 1.21 1.22 1.22 1.21 1.21 1.22 1.22 1.22 1.23 1.22 1.22 1.2 1.2119 1 9 Engramado en talud (incluye capa de material organico) M2 3.2 3.21 3.23 3.25 3.26 3.22 3.22 3.24 3.25 3.21 3.21 3.2 3.23 3.25 3.23 3.21 3.24 3.25 3.23 3.23 3.24 3.26 3.25 3.27 3.25 3.24 3.21 3.2319 2 1 SUMINISTRO Y COLOCACION DE TIERRA NEGRA M3 4.23 4.23 4.27 4.28 4.3 4.25 4.24 4.27 4.3 4.23 4.24 4.23 4.26 4.29 4.26 4.24 4.28 4.29 4.26 4.27 4.28 4.3 4.29 4.32 4.3 4.28 4.24 4.2619 2 2 MINADO DE RAICES LATERALES Y RECORTE DE FOLLAJE DE ARBOLES EXISTENTES U 21.42 21.45 21.62 21.71 21.79 21.54 21.5 21.66 21.77 21.44 21.48 21.42 21.58 21.76 21.61 21.48 21.7 21.72 21.58 21.62 21.67 21.77 21.75 21.89 21.76 21.67 21.46 21.6119 2 3 Ornamentacion de Jardineras U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 119 3 1 TALA DE ARBOLES U 17.28 17.31 17.45 17.52 17.58 17.38 17.35 17.47 17.56 17.3 17.33 17.28 17.41 17.55 17.44 17.34 17.51 17.52 17.41 17.45 17.48 17.57 17.55 17.66 17.56 17.49 17.32 17.4419 3 2 SUMINISTRO DE ARBUSTOS ORNAMENTALES U 1.48 1.48 1.49 1.5 1.5 1.48 1.48 1.49 1.5 1.48 1.48 1.48 1.49 1.5 1.49 1.48 1.5 1.5 1.49 1.49 1.49 1.5 1.5 1.51 1.5 1.49 1.48 1.4919 3 3 SUMINISTRO DE ARBOLES ORNAMENTALES U 2.48 2.48 2.5 2.51 2.52 2.49 2.49 2.5 2.52 2.48 2.48 2.48 2.5 2.52 2.5 2.48 2.51 2.51 2.49 2.5 2.5 2.52 2.51 2.53 2.52 2.51 2.48 2.519 3 4 ARBOLES DE COCO O DEL AMBIENTE DEL LUGAR (LINEA DE 6 MTS) C/u 145.7 145.96 147.1 147.7 148.26 146.56 146.3 147.33 148.09 145.89 146.15 145.7 146.84 148.02 147.01 146.17 147.62 147.75 146.79 147.11 147.4 148.13 147.97 148.89 148.06 147.43 146.01 147.0319 4 1 JARDINERA DE BLOQUE 10 0.4X1.2X1.6 CON COLUMNA DE ToGo D=6" U 471.98 472.82 476.55 478.48 480.22 474.79 473.9 477.29 479.73 472.63 473.46 471.98 475.58 479.49 476.3 473.53 478.27 478.67 475.4 476.58 477.54 479.86 479.39 482.26 479.64 477.61 472.95 476.3319 4 2 PRETIL PARA PILA DE ARENA DE BLOQUE DE 15 H=0.4 (0.3 ENTERRADOS). M 10.33 10.35 10.42 10.48 10.54 10.4 10.37 10.45 10.52 10.34 10.37 10.33 10.42 10.49 10.42 10.37 10.46 10.48 10.41 10.42 10.45 10.52 10.49 10.57 10.52 10.45 10.36 10.4219 4 3 BARANDAL PARA ARRIATES ARCO DE Ho LISO 1/2" B=0.87 Y H=0.5 M 6.5 6.51 6.56 6.59 6.61 6.54 6.53 6.57 6.61 6.51 6.52 6.5 6.55 6.6 6.56 6.52 6.59 6.59 6.55 6.56 6.58 6.61 6.6 6.64 6.61 6.58 6.51 6.5619 4 4 Fuente Colonial U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 119 4 5 Verja de Hierro Forjado para fuente ( Ho 3/8" + Platian de 1/8") U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 119 5 1 ASPERSOR METALICO DE PULSACION CON DOS VIAS SOBRE BASE DE CONCRETO U 12.54 12.56 12.65 12.7 12.74 12.6 12.58 12.67 12.73 12.55 12.58 12.54 12.64 12.72 12.65 12.58 12.69 12.7 12.64 12.65 12.68 12.73 12.72 12.82 12.72 12.69 12.56 12.6520 OTROS20 1 1 COSTO DE PUBLICACION (3"X6") PARA 1 PROYECTO LPG Sg. 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.83 228.8320 1 2 COSTO PUBLICACION 1 PROYECTO (3"X6") EDH Sg. 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.11 216.1120 1 3 COSTO PUBLICACION 2 PROYECTOS (3"X10") LPG Sg. 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.69 190.6920 1 4 COSTO PUBLICACION 2 PROYECTOS (3"X10") EDH Sg. 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.1 180.120 1 5 COSTO PUBLICACION 3 PROYECTOS (3"X13") LPG Sg. 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.26 165.2620 1 6 COSTO PUBLICACION 3 PROYECTOS (3"X13") EDH Sg. 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.08 156.0820 1 7 Costo de Publicacion para invitaciones de (3 Columnas X4") U 300 300.54 302.88 304.11 305.28 301.77 301.23 303.36 304.92 300.39 300.93 300 302.34 304.77 302.7 300.96 303.96 304.23 302.25 302.91 303.51 305.01 304.68 306.57 304.86 303.57 300.63 302.7320 1 8 Costo de Publicacion para adjudicacion de (3 Columnas X3") U 225 225.41 227.16 228.08 228.96 226.33 225.92 227.52 228.69 225.29 225.7 225 226.76 228.58 227.03 225.72 227.97 228.17 226.69 227.18 227.63 228.76 228.51 229.93 228.65 227.68 225.47 227.0520 1 9 Costo por publicación de convocatoria tamaño 3"x4" (LPG) C/u 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.0120 1 10 Costo por publicación de convocatoria tamaño 3"x4" (EDH) C/u 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.01 150.0120 1 11 Costo por publicación de resultados tamaño 3"x3" (LPG) C/u 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.5120 1 12 Costo por publicación de resultados tamaño 3"x3" (EDH) C/u 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.51 112.5120 2 1 DERECHO DE CONEXION ENERGIA ELECTRICA U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 2 2 TRAMITES DE FACTIBILIDAD DE PROYECTO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 2 3 DERECHO DE CONEXION DOMICILIAR Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 2 4 Pago de impuesto por recepción de urbanización en OPAMSS M2 0.34 0.34 0.34 0.34 0.35 0.34 0.34 0.34 0.35 0.34 0.34 0.34 0.34 0.35 0.34 0.34 0.34 0.34 0.34 0.34 0.34 0.35 0.35 0.35 0.35 0.34 0.34 0.3420 2 5 Pago de impuesto por recepción de obras de construcción en OPAMMS M2 0.57 0.57 0.58 0.58 0.58 0.57 0.57 0.58 0.58 0.57 0.57 0.57 0.57 0.58 0.58 0.57 0.58 0.58 0.57 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.57 0.5820 2 6 Derecho de conexión domiciliar de agua potable (incluye gestion y pago de derecho ante institucion) Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.01

20 2 7 Derecho de conexión domiciliar de aguas negras U 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0120 2 8 Pago de impuesto a OPAMSS por permisos de construcción Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 2 9 Pago de impuesto a municipalidad por permisos de construcción Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 2 10 Pago por conexión eléctrica de tramo secundario C/u 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.92 161.9220 2 11 Entronque de las tuberías de la comunidad con las Tuberías de ANDA (Agua Potable) Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 2 12 Derecho de conexión eléctrica a baja tensión con medidor aereo tipo trifilar Sg. 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.37 198.3720 2 13 PAGO A EMPRESA DISTRIBUIDORA POR MODIFICACIÓN DE RED Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 2 14 ENTRONQUE EN MEDIA TENSION PARA CONEXIÓN PRIVADO-PRIVADO C/u 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.08 140.0820 2 15 Reubicacion de red de señal de TV por cable Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 2 16 Pago de renovación de garantías y/o pólizas de seguro por causas no imputables al contratista Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 3 1 Placa conmemorativa en lámina de bronce con cuatro pernos soldados y cajuela medidas: 60x40cms U 356.93 357.57 360.35 361.82 363.21 359.03 358.39 360.93 362.78 357.39 358.03 356.93 359.71 362.6 360.14 358.07 361.64 361.96 359.6 360.39 361.1 362.89 362.5 364.74 362.71 361.18 357.68 360.1820 3 3 MEDIDAS DE CONTROL DE IIMPACTO AMBIENTAL Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 3 4 CONTROL DE TRAFICO EXISTENTE Y SEÑALIZACION Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 3 5 Sum/inst de rótulo ZONA DE SEGURIDAD Elaborado c/lámina galv cal16 fondo verde y texto s/poste 2x2 U 75.78 75.92 76.51 76.82 77.11 76.22 76.08 76.64 77.02 75.88 76.01 75.78 76.37 76.99 76.47 76.02 76.79 76.85 76.35 76.52 76.67 77.05 76.97 77.44 77.01 76.69 75.94 76.4720 3 6 Rótulo 30X15 p/indicar RUTA DE EVACUACION elaborado con PVC y vinil en color verde y blanco U 4.93 4.93 4.97 4.99 5.01 4.95 4.95 4.98 5.01 4.93 4.94 4.93 4.96 5 4.97 4.94 4.99 5 4.96 4.97 4.98 5.01 5 5.03 5.01 4.98 4.94 4.9720 3 7 Rótulo de 15x10 para indicar ruta de evacuación (con flecha) elaborado el PVC y Vinil U 3.48 3.49 3.51 3.53 3.54 3.5 3.49 3.52 3.54 3.48 3.49 3.48 3.51 3.53 3.51 3.49 3.53 3.53 3.51 3.51 3.52 3.54 3.53 3.56 3.54 3.52 3.49 3.5120 3 8 Rótulo de 20x40 para indicar SALIDA elaborado en PVC y Vinil color verde y blanco U 8.2 8.21 8.27 8.31 8.34 8.24 8.23 8.29 8.33 8.21 8.22 8.2 8.26 8.33 8.27 8.22 8.3 8.31 8.26 8.28 8.29 8.33 8.32 8.38 8.33 8.29 8.21 8.2720 3 9 Rótulo de 25x25 p/indicar PRECAUCION SUSTANCIAS TOXICAS elaborado PVC y Vinil color verde y blanco U 7.42 7.43 7.49 7.52 7.55 7.46 7.45 7.5 7.54 7.43 7.44 7.42 7.47 7.53 7.48 7.44 7.51 7.52 7.47 7.49 7.5 7.54 7.53 7.58 7.54 7.5 7.43 7.4820 3 10 Rótulo de 20x40 para indicar EXTINTOR Elaborado en PVC y Vinil en color verde y blanco U 8.2 8.21 8.27 8.31 8.34 8.24 8.23 8.29 8.33 8.21 8.22 8.2 8.26 8.33 8.27 8.22 8.3 8.31 8.26 8.28 8.29 8.33 8.32 8.38 8.33 8.29 8.21 8.2720 3 11 Señaletica de 8x45cms (Rótulo elaborado en PVC y VINIL) U 2.75 2.76 2.78 2.79 2.8 2.77 2.76 2.78 2.8 2.75 2.76 2.75 2.77 2.79 2.77 2.76 2.79 2.79 2.77 2.78 2.78 2.8 2.79 2.81 2.79 2.78 2.76 2.7820 3 12 Rótulo de 25x25 cms elaborado PCV y Vinil C/u 7.42 7.43 7.48 7.51 7.55 7.46 7.45 7.5 7.54 7.43 7.44 7.42 7.47 7.54 7.48 7.44 7.51 7.53 7.47 7.48 7.5 7.54 7.54 7.58 7.54 7.5 7.43 7.4820 3 13 Rótulo vertical de accesibilidad universal con logo elaborado c/lámina galv cal16 con poste 2x2 C/u 75.78 75.92 76.51 76.82 77.11 76.22 76.08 76.64 77.02 75.88 76.01 75.78 76.37 76.99 76.47 76.02 76.79 76.85 76.35 76.52 76.67 77.05 76.97 77.44 77.01 76.69 75.94 76.4720 3 14 Placa conmemorativa fabricada por proceso electrodepositacion acabado cobre 55x45cm C/u 1134.89 1136.93 1145.78 1150.44 1154.86 1141.59 1139.54 1147.6 1153.5 1136.37 1138.41 1134.89 1143.74 1152.93 1145.1 1138.52 1149.87 1150.89 1143.4 1145.9 1148.17 1153.84 1152.59 1159.74 1153.28 1148.4 1137.27 1145.2220 4 1 COSTO DE FORMULACIÓN Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 4 2 COSTO DE SUPERVISIÓN Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 4 3 LABORATORIO DE SUELOS Y MATERIALES Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 4 4 Servicios de Maestro de Obra Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0120 4 5 Servicios de Bodeguero Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0120 4 6 Servicios de Vijilancia Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0120 4 7 Servicios de Ingenierio Residente Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0120 4 8 Servicios de Contabilidad Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0120 4 9 Servicios de caporal Mes 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 4 10 Levantamiento de datos y elaboración de presupuesto C/u 122.61 122.83 123.79 124.29 124.77 123.33 123.11 123.98 124.62 122.77 122.99 122.61 123.57 124.56 123.71 123 124.23 124.34 123.53 123.8 124.04 124.66 124.52 125.3 124.6 124.07 122.87 123.7320 4 11 Revisión de planos de instalaciones eléctricas como construido C/u 102.63 102.81 103.62 104.04 104.44 103.24 103.05 103.78 104.31 102.76 102.95 102.63 103.43 104.26 103.55 102.96 103.98 104.08 103.4 103.63 103.83 104.34 104.23 104.88 104.29 103.85 102.85 103.5620 4 12 Contratación de Consultoría para Gerenciar C/u 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.45 50973.4520 4 13 Consultoría para la contratación de Técnico C/u 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.73 25486.7320 4 14 Contratación de Consultoría para el diseño planificación y Ejecución C/u 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.67 26548.6720 4 16 Revalidacion de factibilidad electrica C/u 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.87 109.8720 4 17 Revalidacion de aprobacion de planos como diseño C/u 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.81 109.8120 4 18 Realización de dos Ferias de Empleo(Agosto Y Octubre)PATI-329-CD-S Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 4 19 Costo de Rediseño C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 4 20 Servicios de banderillero Mes 462.76 463.59 467.2 469.1 470.9 465.49 464.66 467.94 470.35 463.36 464.19 462.76 466.37 470.11 466.92 464.24 468.87 469.29 466.23 467.25 468.17 470.49 469.98 472.89 470.25 468.26 463.73 466.9720 5 2 Subsidio electrico Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 5 3 Aporte Distribuidora Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 5 4 Prueba Tuberias PVC M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 5 6 Kioscos bipersonales C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 5 7 mantenimiento Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 5 8 Administración de Caja Chica Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 5 9 ACTIVIDAD ESPECIAL PROYECTOS FOMILENIO Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0120 5 11 Acceso provisional a río o quebrada Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0120 5 12 Desviación de cause de río o quebrada Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0120 5 13 Riego de agua para control del polvo (C/Camión cisterna) M3 6.91 6.92 6.97 6.99 7.01 6.94 6.93 6.98 7.01 6.92 6.93 6.91 6.96 7 6.96 6.93 6.99 6.99 6.95 6.97 6.98 7.01 7 7.04 7.01 6.99 6.92 6.9720 5 14 CANOPIES C/u 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.04 663.0420 5 15 BANNER ROLL UP C/u 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.22 75.2220 5 16 Kioscos unipersonales C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 5 17 Reducción de altura en caja de medidores de ANDA h=8.0cm C/u 6.02 6.04 6.08 6.11 6.14 6.06 6.06 6.09 6.13 6.04 6.04 6.02 6.08 6.13 6.08 6.04 6.1 6.12 6.07 6.08 6.09 6.13 6.12 6.16 6.13 6.1 6.04 6.0820 5 19 Alojamiento y alimentación para promotores de salud C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 5 21 ARTICULOS DE COCINA Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 5 22 ARTICULOS ELECTRODOMESTICOS Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 5 23 ARTICULOS INDUSTRIALES Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 5 24 ARTICULOS DE OFICINA Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 5 25 DISPOSITIVOS DE COMUNICACION Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 5 26 ARTICULOS FERRETEROS Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 5 27 Material water stop de PVC de 23 cms en juntas M 18.6 18.63 18.77 18.85 18.92 18.71 18.67 18.8 18.9 18.62 18.65 18.6 18.74 18.89 18.76 18.66 18.84 18.86 18.74 18.78 18.81 18.91 18.89 19 18.9 18.82 18.63 18.7720 5 28 Primer entrega de papilla nutricional (Presentación de 450 gramos) Lote 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.8920 5 29 Segunda entrega de papilla nutricional (Presentación de 450 gramos) Lote 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.8920 5 30 Tercer entrega de papilla nutricional (Presentación de 450 gramos) Lote 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.8920 5 31 Mortero grout autonivelante de alta resistencia colocado en pedestales C/u 13.25 13.27 13.38 13.43 13.48 13.33 13.3 13.4 13.47 13.27 13.29 13.25 13.35 13.46 13.37 13.29 13.42 13.44 13.35 13.38 13.41 13.47 13.46 13.54 13.46 13.41 13.28 13.3720 5 32 Pasatubo de hierro galvanizado de 1" ced 40 M 4.56 4.57 4.61 4.62 4.64 4.59 4.58 4.61 4.64 4.57 4.58 4.56 4.6 4.63 4.6 4.58 4.62 4.63 4.6 4.61 4.61 4.64 4.63 4.66 4.64 4.62 4.57 4.620 5 33 Botiquín básico (Componente 2.5 del PFGL) C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 120 6 1 TRANSPORTE MARITIMO EN LANCHA CAPACIDAD 8 m3 C/u 244.64 245.08 246.99 247.99 248.95 246.08 245.64 247.38 248.65 244.96 245.4 244.64 246.55 248.53 246.84 245.42 247.87 248.09 246.47 247.01 247.5 248.73 248.46 250 248.6 247.55 245.15 246.8720 6 2 TRANSPORTE DE MAQUINARIA Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0121 INFRAESTRUCTURA DEPORTIVA Y SOCIAL21 1 1 DEMOLICPICADOLIMPIEZA DE PISOS(EN CANCHA BKB M2 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.43 0.42 0.42 0.42 0.4221 1 2 REPARACION Y REPARACION/NIVELACION CANCHA M2 15.48 15.51 15.63 15.69 15.75 15.57 15.54 15.65 15.73 15.5 15.53 15.48 15.6 15.72 15.62 15.53 15.68 15.69 15.59 15.63 15.66 15.74 15.72 15.82 15.73 15.66 15.51 15.6221 2 1 BANCA PREFABRICADA CONCRETO CURVA .4X15 3 PERSONAS U 67.84 67.96 68.49 68.77 69.04 68.24 68.12 68.6 68.95 67.93 68.05 67.84 68.37 68.92 68.45 68.06 68.74 68.8 68.35 68.5 68.64 68.97 68.9 69.33 68.94 68.65 67.98 68.4621 2 2 BANCA CONCRETO 3.25X0.40 ENCHAPADA AZULEJO M 186.62 186.94 188.42 189.17 189.91 187.72 187.37 188.7 189.67 186.87 187.2 186.62 188.06 189.59 188.31 187.21 189.08 189.24 188.01 188.43 188.8 189.72 189.53 190.71 189.65 188.84 187 188.3221 2 3 POSTE METALICO 35PIES C/BASE CONCRETO C/u 450.07 450.88 454.39 456.23 457.99 452.72 451.91 455.11 457.45 450.65 451.46 450.07 453.58 457.22 454.12 451.51 456.01 456.41 453.44 454.43 455.33 457.58 457.09 459.92 457.36 455.42 451.01 454.1621 2 4 GRADERIO P/CANCHA DE BALOMPIE B=3 Y H=1.6 4 GRADAS. EST POLIN C 4" Y <1-1/2"X1/8" M 236.52 236.95 238.81 239.76 240.69 237.91 237.48 239.17 240.4 236.83 237.26 236.52 238.37 240.28 238.66 237.29 239.64 239.87 238.29 238.83 239.29 240.47 240.21 241.71 240.36 239.32 237.01 238.6821 2 5 LAMPARA METALICA DE TRES LUCES (TRES BRAZOS) H=2MT C/FOCO INTEMPERIE U 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.86 154.8621 2 6 Basurero Decorativo (h=1 x diam.=0.48)mts. U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121 2 7 ColumpiosSube y Baja de Madera ( juegos varios para niños) Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121 2 8 Tubo de 4" para Cancha de Patinaje M 16.99 17.02 17.16 17.23 17.29 17.09 17.06 17.18 17.27 17.01 17.05 16.99 17.13 17.26 17.15 17.05 17.22 17.23 17.12 17.16 17.19 17.28 17.26 17.36 17.27 17.19 17.03 17.1521 2 9 Graderío p/cancha; B=1.85m h=1.30m; 3gradas c/polín C 4x2 CH16; poste tubo 4x4 CH-16; L1 1/2x3/16" M 169.77 170.04 171.22 171.84 172.42 170.66 170.39 171.46 172.24 169.97 170.24 169.77 170.95 172.17 171.13 170.25 171.76 171.9 170.9 171.23 171.53 172.29 172.12 173.07 172.21 171.56 170.09 171.1421 2 10 Asiento prefabricado 0.80x0.30m; perimetro de L2X2X3/16" y ref #3@0.20m A.S.; e=5cm; f'c=210Kg/cm2 C/u 24.01 24.04 24.19 24.28 24.38 24.14 24.1 24.24 24.33 24.04 24.08 24.01 24.16 24.32 24.18 24.08 24.28 24.3 24.16 24.19 24.26 24.33 24.31 24.46 24.33 24.27 24.05 24.1821 3 1 PISO DE CAUCHO EPDM - SINTETICO MULTIUSOS M2 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.5 41.521 3 2 CESPED ARTIFICIAL (C/CAUCHO+ARENA SILICE) M2 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.5 32.521 3 3 PASTO ARTIFICIAL FIELDTURF (C/CAUCHO+ARENA SILICE) M2 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 4221 3 4 Cesped Artificial Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121 4 1 SEÑALIZACION C/PINTURA P/TRAFICO EN CANCHA BKB M 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.421 4 2 BANDERIN DE TUBO PVC 1/2" Y APOYADO EN PLACA E=1/8" DE 5X9CM ANCLAJE 1#3 U 6.57 6.58 6.63 6.66 6.69 6.61 6.6 6.64 6.68 6.58 6.59 6.57 6.62 6.67 6.63 6.59 6.66 6.66 6.62 6.63 6.65 6.68 6.67 6.71 6.68 6.65 6.58 6.6321 5 2 Marco de 2.44x7.32mts de longitud con tubo Ho.Go. D=4" tipo mediano (Incluye red de nylón y pint) U 550.47 551.44 555.69 557.93 560.03 553.69 552.69 556.56 559.4 551.17 552.16 550.47 554.7 559.14 555.38 552.22 557.66 558.12 554.55 555.75 556.82 559.56 558.97 562.35 559.3 556.92 551.61 555.4521 5 3 Red c/fibra de polipropileno de alta tensión y resistencia con protección contra rayos ultravioleta M2 7 7.01 7.07 7.1 7.12 7.04 7.03 7.08 7.11 7.01 7.02 7 7.05 7.11 7.06 7.02 7.09 7.1 7.05 7.07 7.08 7.12 7.11 7.15 7.11 7.08 7.01 7.0621 5 4 Malla de 2.38x2.08 con varilla de acero electrosoldada y pintada al horno en color verde M2 13.45 13.47 13.58 13.63 13.68 13.53 13.5 13.6 13.67 13.46 13.49 13.45 13.55 13.66 13.57 13.49 13.62 13.64 13.55 13.58 13.6 13.67 13.66 13.74 13.67 13.61 13.48 13.5721 6 1 Drenajes de fondo para piscina U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121 6 2 Filtros de arena silica de 36" completos para picina U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121 6 3 Skimmer para piscina U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121 6 5 Marcite a base de cemento blanco polvo de marmol y aditivo especial (para acabado interior de pisc) U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 121 6 6 Estatua monumental de cuerpo completo C/u 2172.15 2176.06 2193 2201.9 2210.38 2184.96 2181.05 2196.47 2207.77 2174.97 2178.88 2172.15 2189.09 2206.68 2191.69 2179.09 2200.82 2202.77 2188.44 2193.21 2197.56 2208.42 2206.03 2219.71 2207.34 2197.99 2176.71 2191.91

21 6 7 Estructura metálica de soporte (vigas y columnas) cubierta de techo curvo calibre 24 tensores canales cerramientos y accesorios d Sg. 34152.4 34213.88 34480.27 34620.29 34753.49 34353.9 34292.43 34534.91 34712.5 34196.8 34258.28 34152.4 34418.79 34695.43 34459.77 34261.69 34603.21 34633.95 34408.55 34483.68 34551.99 34722.75 34685.18 34900.34 34705.67 34558.82 34224.12 34463.1921 7 1 Pérgola con columnas y vigas de concreto piso estampado incluye terracería C/u 4029.81 4036.91 4068.24 4084.99 4100.47 4053.52 4046.06 4074.69 4095.62 4034.87 4042.14 4029.81 4060.93 4093.79 4065.84 4042.51 4082.73 4086.34 4059.74 4068.89 4076.5 4097.05 4092.52 4117.82 4094.88 4077.13 4038.03 4066.1521 7 2 Glorieta hexagonal con columna met HoGo de 4" Sch 40; estr de techo de madera y cub lam t/teja #24; NO INCLUYE excavación rel Sg. 1173.92 1175.92 1184.69 1189.44 1193.99 1180.51 1178.5 1186.43 1192.64 1175.36 1177.38 1173.92 1182.66 1192.1 1183.99 1177.5 1188.87 1190.07 1182.33 1184.79 1187.2 1192.98 1191.74 1198.81 1192.43 1187.41 1176.27 1184.1122 ASISTENCIA TECNICA22 1 1 PLAN DE TRABAJO Y METODOLOGÍA PARA AT Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 2 INFORME FINAL PRESTACIÓN DE SERVICIOS AT Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 3 PLAN DE FORTALECIMIENTO ADMON. FINANCIERA AT Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 4 ELABORACIÓN TDR Y NIVEL DE ESFUERZO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 5 ACTIVIDADES PREPARATORIAS Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 6 LEVANTAMIENTO DE FICHAS Y BASES IMPOSITIVAS Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 7 ELABORACIÓN MAPA CATASTRAL Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 8 INDICE MAPA CATASTRAL Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 9 PLAN DE ACCIÓN COBROS Y MORA Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 10 BASE DE DATOS EN SISTEMA Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 11 MAPA Y FICHA CATASTRAL EN FORMATOS DIGITAL Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 12 CAPACITACIÓN EN EL SISTEMA Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 13 PREPARACIÓN DE INSUMOS Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 14 BORRADOR DE INFORME Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 15 LEVANTAMIENTO LÍNEA BASE Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 16 ELABORACIÓN PLAN PARTICIPATIVO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 17 INTEGRACIÓN SISTEMA REGISTRO Y CONTROL TRIBUTARIO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 18 ANALISIS DE LA ORDENANZA Y LEY DE IMPUESTOS Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 19 ELABORACION DE PLAN DE COBRO Y MANEJO DE MORA Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 20 ELABORACIÓN MANUAL USUARIO Y RESOLUCION PROBLEMAS Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 21 ELABORACIÓN MANUAL SAFIMU Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 22 EJECUCIÓN DE LA AT Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 23 CAPACITACIÓN DE PERSONAL Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 24 TALLERES Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 25 COORDINADOR IMPLEMENTACIÓN AUT. SAFIMU Mes 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.67 2666.6722 1 26 INFORME INTERMEDIO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 27 FORMATOS PARA DOCUMENTOS DE RESPALDO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 28 FORMATOS DE INFORME Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 29 FORMULARIOS DE CAPTURA DE DATOS Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 30 LINEAMIENTOS P CUANTIFICACIÓN NIVELES DE ESF Y COS Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 31 Presentacion del informe de avance de la ejecucion del proyecto Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 32 Reasignacion a CONSULTORIA Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 33 Transferencia Monetaria - Salud C/u 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 1522 1 34 Transferencia Monetaria - Educación C/u 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 15 1522 1 35 Transferencia Monetaria - Salud + Educación C/u 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 2022 1 37 Seguimiento y Apoyo Familiar Mes 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 38 Estudios de Factibilidad Integral ( Tecnico Social LegalAmbiental y Economico) Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 39 Primer pago de Carpetas Tecnicas Entregadas U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 40 Segundo pago de Carpetas Tecnicas Aprobadas U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 47 Estudios de Factibilidad Integral (Tecnico Legal y Ambiental) U 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0122 1 48 FACTIBILIDAD SOCIAL U 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0122 1 49 Validacion de Carpetas U 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0122 1 50 Transferencia C/u 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 60022 1 51 capacitación C/u 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0122 1 52 Gastos adminitrativos municipales C/u 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500 250022 1 53 IMPRESION EMBALAJE Y ENTREGA DE FORMULARIOS PARA SEGUIMIENTO DE CORRESPONSABILIDADES C/u 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.0822 1 54 Impresion y embalaje de doc. de incorporacion de beneficiarios(Inc. convenio a color b/n y hj con) C/u 0.62 0.62 0.63 0.63 0.63 0.62 0.62 0.63 0.63 0.62 0.62 0.62 0.62 0.63 0.63 0.62 0.63 0.63 0.62 0.63 0.63 0.63 0.63 0.63 0.63 0.63 0.62 0.6322 1 55 IMPRESION DE PAPEL PARA CONVENIOS DE SEGUIMIENTO DE CORRESPONSABILIDADES C/u 0.32 0.32 0.32 0.32 0.33 0.32 0.32 0.32 0.33 0.32 0.32 0.32 0.32 0.33 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.33 0.33 0.33 0.33 0.32 0.32 0.3222 1 56 IMPRESION Y EMBALAJE DE CUADERNILLOS DE SEGUIMIENTO DE CORRESPONSABILIDADES C/u 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.18 0.1822 1 62 RESPALDO DE DOCUMENTOS EN CD C/u 1.31 1.31 1.33 1.33 1.34 1.32 1.32 1.33 1.33 1.31 1.32 1.31 1.32 1.33 1.32 1.32 1.33 1.33 1.32 1.33 1.33 1.33 1.33 1.34 1.33 1.33 1.32 1.3222 1 163 ELABORACION DE PLAN DE SOSTENIBILIDAD ORDENANZA Y PLAN DE SOCIALIZACION DE PROYECTO C/u 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 19000 1900022 1 189 impresion de control de asistencia a proyecto C/u 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.1122 1 190 Entraga de informacion digital Sg. 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.26 41502.2622 1 191 capacitaciones impartidas para uso de catastro Sg. 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.1322 1 192 Informe final Sg. 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.13 20751.1322 1 193 Plan de trabajo para aplicacion del instrumento de autoevaluacion ejercicio de gestion mun. 2010 Sg. 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150022 1 194 Aplicacion del instrumento de autoevaluacion del ejecicio de la gestion municipal del año 2010 Sg. 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150022 1 195 Plan de trabajo para aplicacion del instrumento de autoevaluacion del ejercicio de gestion mun. 2011 Sg. 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150022 1 196 Aplicacion del instrumento de autoevaluacion del ejercicio de gestion municipal año 2011 Sg. 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 150022 1 197 CAPACITACION Y ASISTENCIA TECNICA Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 395 Transferencia a la municipalidad C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 399 Capacitación en ciclo de proyectos (1) Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 400 Capacitación en ciclo de proyectos (2) Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 401 Asistencia técnica en Plan Estratégico participativo Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 402 Asistencia técnica en Rendición de Cuentas (2) Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 403 Asistencia técnica en Rendición de Cuentas (1) Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 404 Asistencia técnica en Plan Estratégico participativo 2 Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 546 SERVICIO DE ENTREGA DE TMC EN BERLIN Sg. 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.2522 1 613 Capacitación para los actores públicos y privados que incorpora Manual de APP U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 1 614 Impresión embalaje y entrega de convenios de corresponsabilidad (color) C/u 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.3622 1 615 Impresión embalaje y entrega de convenios de corresponsabilidad (B/N) C/u 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.0722 1 616 Impresión embalaje y entrega de cuadernillos bono educación CSU C/u 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.122 1 617 Impresión embalaje y entrega de hojas de conformación familiar C/u 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.0722 1 618 Impresión embalaje y entrega de formato asignación de beneficiario de seguro de vida C/u 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.0722 1 619 Impresión embalaje y entrega de Listados de aceptación C/u 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.0722 1 620 Impresión embalaje y entrega de formularios de matrícula CSR C/u 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.09 0.0922 1 621 Impresión embalaje y entrega de fichas de matrícula CSU C/u 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.0722 1 645 Impresión embalaje y entrega de Hoja de Actualización de Beneficios C/u 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.0722 1 646 Impresión embalaje y entrega de Consolidado Actualización Beneficios C/u 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.0722 1 649 Técnico de Apoyo para monitoreo de Inserción Productiva Mes 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 1 PLAN DE TRABAJO Y METODOLOGÍA Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 2 LINEAMIENTOS BÁSICOS PARA ANTEPROYECTO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 3 INFORME FINAL Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 4 INFORME DE DIAGNOSTICO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 5 PLAN DE FORTALECIMIENTO ADM. FINANCIERO MUNICIPAL Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 6 TERMINOS DE REFERENCIA Y NIVEL DE ESFUERZO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 8 ACTUALIZACION DE PLAN ESTRATEGICO PARTICIPATIVO C/u 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 18000 1800022 2 9 Talleres de inducción y avance de Inserción Productiva C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 10 Equipamiento Productivo C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 11 Dotación de insumos y activos familiares C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 12 Incorporación de familia participante C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 13 Jornadas de Capacitación y seguimiento mensual a familia participante C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 14 Visita integral de seguimiento a familia participante C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 15 Proceso de entrega de bonos para la salud y nutrición/educación C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 16 Incorporación de adulto mayor participante C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

22 2 17 Visita integral de seguimiento a adulto mayor participante C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 18 Proceso de entrega de pensión C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 2 19 Incorporaciones adulto mayor y actualización del registro Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 3 1 INFORME DIAGNÓSTICO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 3 2 INFORME FINAL Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 3 3 PLAN DE FORTALECIMIENTO ADMON. FINANCIERA Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 3 4 ELABORACIÓN TDR Y NIVEL DE ESFUERZO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 3 5 ELABORACIÓN DE INSTRUMENTOS DIAGNÓSTICO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 3 6 ELABORACIÓN INSTRUMENTOS DE SEGUIMIENTO Y CONTROL Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 3 7 ELABORACIÓN DE INSTRUMENTOS DE VERIFICACIÓN Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 3 8 AJUSTE DE INSTRUMENTOS DIAGNÓSTICOS Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 3 9 Informe Prospectivas y Propuestas Iniciales U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 4 1 PLAN DE TRABAJO Y METODOLOGÍA PARA SUPERVISIÓN AT Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 4 2 INFORME FINAL SUPERVISIÓN DE AT Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 4 3 PLAN DE FORTALECIMIENTO DE ADMON. FINANCIERA Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 4 4 ELABORACIÓN TDR Y NIVEL DE ESFUERZO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 4 5 INFORME INICIAL Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 4 6 INFORMES INTERMEDIOS Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 4 7 Seguimiento de corresponsabilidades incorporaciones y actualización del registro Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 1 MANEJO DE DESECHOS SOLIDOS Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 2 ESTUDIO DE MECANICA DE SUELOS (Penetracion estandar) M 12 12.02 12.12 12.16 12.21 12.07 12.05 12.13 12.2 12.02 12.04 12 12.09 12.19 12.11 12.04 12.16 12.17 12.09 12.12 12.14 12.2 12.19 12.26 12.19 12.14 12.03 12.1122 5 3 Elaboración de estudio de perforación en roca Sg. 5170 5179.31 5219.63 5240.83 5260.99 5200.5 5191.2 5227.9 5254.79 5176.72 5186.03 5170 5210.33 5252.2 5216.53 5186.54 5238.24 5242.9 5208.78 5220.15 5230.49 5256.34 5250.65 5283.22 5253.75 5231.52 5180.86 5217.0522 5 4 SONDEOS (SPT) PARA ESTUDIO DE MECANICA DE SUELOS C/u 200 200.36 201.92 202.74 203.52 201.18 200.82 202.24 203.28 200.26 200.62 200 201.56 203.18 201.8 200.64 202.64 202.82 201.5 201.94 200 203.34 203.12 204.38 203.24 202.38 200.42 201.8222 5 5 ESTUDIO DE PERMEABILIDAD DEL SUELO C/u 200 200.36 201.92 202.74 203.52 201.18 200.82 202.24 203.28 200.26 200.62 200 201.56 203.18 201.8 200.64 202.64 202.82 201.5 201.94 200 203.34 203.12 204.38 203.24 202.38 200.42 201.8222 5 6 ELABORACION DE ARCHIVO FOTOGRAFICO DE ACTIVIDADES Sg. 30 30.05 30.29 30.41 30.53 30.18 30.12 30.34 30.49 30.04 30.09 30 30.23 30.48 30.27 30.1 30.4 30.42 30.23 30.29 30 30.5 30.47 30.66 30.49 30.36 30.06 30.2722 5 7 REPRODUCCION Y PRESENTACION DE INFORME ORIGINAL 3 COPIAS Y ARCHIVO DIGITAL Sg. 100 100.18 100.96 101.37 101.76 100.59 100.41 101.12 101.64 100.13 100.31 100 100.78 101.59 100.9 100.32 101.32 101.41 100.75 100.97 100 101.67 101.56 102.19 101.62 101.19 100.21 100.9122 5 8 TRANSPORTE Sg. 70 70.13 70.67 70.96 71.23 70.41 70.29 70.78 71.15 70.09 70.22 70 70.55 71.11 70.63 70.22 70.92 70.99 70.53 70.68 70 71.17 71.09 71.53 71.13 70.83 70.15 70.6422 5 9 TRAMITES ADMINISTRATIVOS POR CONTRATACION Sg. 200 200.36 201.92 202.74 203.52 201.18 200.82 202.24 203.28 200.26 200.62 200 201.56 203.18 201.8 200.64 202.64 202.82 201.5 201.94 200 203.34 203.12 204.38 203.24 202.38 200.42 201.8222 5 10 LEVANTAMIENTO TOPOGRAFICO CON ESTACION TOTAL M2 0.7 0.7 0.71 0.71 0.71 0.7 0.7 0.71 0.71 0.7 0.7 0.7 0.71 0.71 0.71 0.7 0.71 0.71 0.71 0.71 0.7 0.71 0.71 0.72 0.71 0.71 0.7 0.7122 5 11 DIBUJO DE PLANOS DE LEVANTAMIENTO C/u 100 100.18 100.96 101.37 101.76 100.59 100.41 101.12 101.64 100.13 100.31 100 100.78 101.59 100.9 100.32 101.32 101.41 100.75 100.97 100 101.67 101.56 102.19 101.62 101.19 100.21 100.9122 5 12 REPRODUCCION Y PRESENTACION DE MEMORIA TOPOGRAFICA PLANO ORIGINAL 3 COPIAS Y ARCHIVO DIGITAL Sg. 150 150.27 151.44 152.06 152.64 150.89 150.62 151.68 152.46 150.2 150.47 150 151.17 152.39 151.35 150.48 151.98 152.12 151.13 151.46 150 152.51 152.34 153.29 152.43 151.79 150.32 151.3722 5 13 ELABORACION DE DISEÑO ESTRUCTURAL PARA EDIFICACIONES Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1 1.02 1.02 1.02 1.02 1.01 1 1.0122 5 14 APOYO A LA PROMOCION Y DIVULGACION DELPATI Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 15 TRANSPORTE DE MATERIALES Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0122 5 16 realizacion de analisis de metales a muestra de agua Sg. 458.33 459.16 462.73 464.61 466.4 461.03 460.21 463.46 465.85 458.93 459.75 458.33 461.91 465.62 462.46 459.8 464.38 464.79 461.77 462.78 463.69 465.98 465.48 468.37 465.75 463.78 459.29 462.522 5 17 Estudios de laboratorio para determinar la calidad del agua Sg. 609 610.1 614.85 617.34 619.72 612.59 611.5 615.82 618.99 609.79 610.89 609 613.75 618.68 614.48 610.95 617.04 617.59 613.57 614.91 616.13 619.17 618.5 622.34 618.87 616.25 610.28 614.5422 5 18 Estudios de calidad del agua (35 parametros) Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0122 5 19 Estudio hidrogeológico Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 20 Estudio de impacto ambiental (Fondo de agua) Sg. 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 11300 1130022 5 21 Contratación firma p/el desarrollo e Implementación de Sist Estadístico a Nivel Nac -PAT-39-SBCC-CF Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 22 Diagnóstico de medición demanda de habilidades laborales en los empleadores de ES-PATI-36-SBCC-CF Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 23 Consultoría de complementariedad del sistema de intermediación de empleo PATI-40-SBCC-CF Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 24 Cons. p/determinar la situación actual área informática (seg. redes com. y bases) PATI-37-SBCC-CF Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 25 Honorarios para el Técnico Municipal del Componente de Inserción Productiva C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 26 Honorarios para el Asistente Técnico Municipal del Componente de Inserción Productiva C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 27 Formación Técnica Especializada del Componente de Inserción Productiva C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 28 Servicio de entrega de transferencia de Bono Productivo C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 29 Gastos papelería y/o equipo de oficina C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 30 256520 Consultoría sobre estudio del marco legal y recomendaciones p/implementar modelos de asocio Sg. 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 600022 5 31 258100 levantamiento de línea base sobre situación financiera de micro y pequeños emp y est de SMMM Sg. 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 27000 2700022 5 32 258140 Formulación de criterios de diseño arquitectónicos urbano-funcionales q/ajusten a nec de merc Sg. 22500 22500 22500 22500 22500 22500 22500 22500 22500 22500 22500 22500 22500 22500 22500 22500 22500 22500 22500 22500 22500 22500 22851 22500 22500 22500 22500 2250022 5 33 Formulación de Planes de Rescate Financiero C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 34 Formulación de Planes de Gestión de Riesgo C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 35 Consultoría para constitución de APP y administración de mercados minoristas Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 36 Consultoría para componente legal del modelos de gestión APP y administración de mercados minoristas Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 37 Creación de Registro de Beneficiarios de los proyectos de Agua y Saneamiento Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 38 DISEÑO ESTRUCTURAL DE FOSA SÉPTICA U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 39 DISEÑO DE ESTRATEGIA COMUNICACIONAL PARA EL DESARROLLO DE LA NUEVA IMAGEN DE LA PLAYA EL CUCO Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 40 Actualización de marco regulatorio y material educativo sobre dispocision final de excretas A.N. Sg. 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 30000 3000022 5 41 Honorarios para el Técnico de Habilitación Social C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 42 Proceso concertación creación de visión común e identificación/lideres modelo APP mercado municipal U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 43 Proceso de organización de micro y pequeños empresarios a participar del modelo APP C/u 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 45 PROCESO DE CONSTITUCION LEGAL PARA LA CONFORMACION Y FUNCIONAMIENTO DE ASOCIO PUB Y PRIV DE 5 MERCADOS Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 122 5 46 SERVICIOS DE TUTORÍA DE MONITOREO Y SEGUIMIENTO PARA LA EJECUCIÓN Y EL CUMPLIMIENTO DE LAS ACTIVIDADES DE LAS A Sg. 1 1 1.01 1.01 1.02 1.01 1 1.01 1.02 1 1 1 1.01 1.02 1.01 1 1.01 1.01 1.01 1.01 1.01 1.02 1.02 1.02 1.02 1.01 1 1.0122 5 47 Impresión de Manual de Proyectos Ejecutados por la Comunidad PEC U 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.11 26.1125 MONTAJES25 1 1 montaje de pasarela peatonal tipo I Sg. 639.72 640.81 645.54 648.03 650.4 643.3 642.21 646.51 649.67 640.51 641.6 639.72 644.45 649.36 645.18 641.66 647.73 648.27 644.27 645.6 646.82 649.85 649.18 653.01 649.55 646.94 640.99 645.2425 1 2 Montaje de pasarela tipo II Sg. 414.12 414.81 417.78 419.34 420.83 416.37 415.68 418.39 420.37 414.62 415.3 414.12 417.09 420.18 417.55 415.34 419.15 419.5 416.98 417.82 418.58 420.49 420.07 422.47 420.3 418.66 414.92 417.5925 2 1 Montaje de estructura de pasarela peatonal (Incluye 2 VM h=1.35m+Estructura para piso ancho 2.05m) M 27.55 27.6 27.81 27.92 28.02 27.71 27.66 27.85 27.99 27.59 27.64 27.55 27.76 27.98 27.79 27.64 27.91 27.93 27.75 27.81 27.87 28 27.97 28.14 27.99 27.87 27.61 27.825 2 2 Montaje de estructura de pasarela peatonal (Incluye 2 VM h=2.30m+Estructura para piso ancho 1.50m) M 23.38 23.42 23.59 23.68 23.77 23.51 23.47 23.63 23.74 23.41 23.45 23.38 23.55 23.73 23.58 23.45 23.67 23.69 23.54 23.59 23.64 23.75 23.72 23.86 23.74 23.64 23.43 23.5825 2 3 Montaje de estructura de pasarela utilizando grúa Sg. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 125 3 1 TRANSPORTE Y MONTAJE DE MAQUINARIA DE PERFORACION PARA PILOTES Sg. 1500 1502.7 1514.4 1520.55 1526.4 1508.85 1506.15 1516.8 1524.6 1501.95 1504.65 1500 1511.7 1523.85 1513.5 1504.8 1519.8 1521.15 1511.25 1514.55 1517.55 1525.05 1523.4 1532.85 1524.3 1517.85 1503.15 1513.6526 INSTALACIONES DE GAS26 1 1 TUBERIA GALVANIZADA DE 1/2" PARA GAS M 6.78 6.79 6.84 6.87 6.9 6.82 6.8 6.85 6.89 6.79 6.8 6.78 6.83 6.89 6.84 6.8 6.87 6.87 6.83 6.84 6.86 6.89 6.88 6.93 6.89 6.86 6.79 6.8427 1 1 Sub modulo de 1 Aula 1 Nivel Tipo MINED (Diseño Dr Hernández Oct 2001) C/u 15728.99 15755.44 15867.84 15929.73 15989.67 15817.12 15789.92 15894.86 15968.62 15748.53 15775.66 15728.99 15842.39 15961.36 15859.12 15776.77 15923.39 15935.61 15839.57 15868.75 15900.61 15972.63 15957.18 16046.08 15966.55 15903.69 15761.08 15859.9227 1 2 Sub modulo de 2 Aulas 1 nivel Tipo MINED (Diseño Dr Hernández Oct. 2001) C/u 27531.22 27574.44 27770.22 27876.9 27978.7 27681.62 27633.81 27814.84 27940.53 27563.36 27609.71 27531.22 27726.97 27929.08 27754.67 27610.93 27865.54 27887.31 27721.74 27771.77 27824.45 27947.95 27922.27 28077.26 27936.19 27830.45 27584.97 27756.5227 1 3 Sub Modulo Aula CRA Modelo III Tipo MINED (Diseño Dr. Hernández Oct. 2001) C/u 22110.25 22148.8 22310.42 22398.75 22484.72 22235.9 22197.04 22347.75 22455.87 22138.51 22176.76 22110.25 22273.22 22445.73 22298.29 22179.03 22389.65 22407.8 22268.66 22312.2 22357.33 22461.77 22439.59 22566.29 22452.39 22361.52 22155.79 22299.8127 1 4 Sub Modulo de 2 aulas 2 niveles tipo MINED (Diseño Dr. Hernandez Oct. 2001) C/u 49557.31 49642.03 50015.22 50214.75 50407.97 49841.98 49755.2 50094.19 50342.32 49619.16 49705.81 49557.31 49929.97 50320.15 49985.36 49708.76 50188.11 50234.17 49914.28 50019.39 50113.75 50356 50304.75 50601.48 50332.21 50123.03 49657.87 49991.2127 1 5 Sub modulo aula de parvularia con S.S. incluidos C/u 29059.62 29104 29306.43 29412.45 29519.45 29211.99 29167 29353.46 29478.49 29094.38 29141.22 29059.62 29260.63 29467.53 29290.81 29142.48 29400.09 29423.99 29254.09 29307.81 29362.24 29486.9 29460.16 29618.37 29474.79 29366.84 29114.44 29292.9228 PRUEBAS Y ENSAYOS28 3 1 Prueba de rigidez dieléctrica de aceite del transformador incluye reporte de resultados C/u 123.04 123.26 124.22 124.73 125.21 123.77 123.54 124.42 125.06 123.2 123.42 123.04 124 125 124.15 123.43 124.66 124.77 123.96 124.23 124.48 125.09 124.96 125.73 125.03 124.5 123.3 124.1628 3 2 Prueba de acidez de aceite del transformador incluye reporte de resultados C/u 39.37 39.44 39.75 39.91 40.06 39.6 39.53 39.81 40.02 39.42 39.49 39.37 39.68 40 39.72 39.5 39.89 39.93 39.67 39.75 39.83 40.03 39.98 40.23 40.01 39.84 39.45 39.7328 3 3 Medición de aislamiento del transformador incluye reporte de resultados C/u 59.06 59.17 59.63 59.87 60.1 59.41 59.3 59.72 60.03 59.14 59.24 59.06 59.52 60 59.59 59.25 59.84 59.89 59.5 59.63 59.75 60.05 59.98 60.35 60.02 59.76 59.18 59.628 3 4 Medición de red de tierra incluye reporte de resultados C/u 49.22 49.31 49.69 49.89 50.09 49.51 49.42 49.77 50.03 49.28 49.37 49.22 49.6 50 49.66 49.38 49.87 49.91 49.59 49.7 49.8 50.04 49.99 50.3 50.02 49.81 49.32 49.6729 INSTALACIONES ELÉCTRICAS29 1 1 TABLERO 1F 2 ESP 4H 120/240V C/BARRA 40 A; MONTAJE EMPOTRADO U 16.52 16.55 16.66 16.74 16.8 16.61 16.58 16.7 16.79 16.53 16.56 16.52 16.64 16.78 16.66 16.56 16.73 16.74 16.64 16.66 16.71 16.79 16.78 16.88 16.78 16.71 16.55 16.6629 1 2 TABLERO 1F 2 ESP 4H 120/240V C/BARRA 70 A; MONTAJE EMPOTRADO U 20.26 20.3 20.44 20.53 20.6 20.38 20.34 20.48 20.59 20.28 20.31 20.26 20.41 20.58 20.43 20.32 20.52 20.53 20.41 20.44 20.49 20.59 20.58 20.7 20.58 20.49 20.3 20.4329 1 3 TABLERO 1F 4 ESP 4H 120/240V C/BARRA 125 A; MONTAJE EMPOTRADO U 20.94 20.98 21.13 21.22 21.3 21.06 21.02 21.17 21.28 20.96 21 20.94 21.1 21.27 21.12 21 21.21 21.22 21.09 21.13 21.18 21.28 21.27 21.39 21.28 21.18 20.98 21.1229 1 4 TABLERO 1F 6 ESP 4H 120/240V C/BARRA 125 A; MONTAJE EMPOTRADO U 25.6 25.65 25.83 25.94 26.04 25.75 25.7 25.88 26.01 25.63 25.67 25.6 25.79 26.01 25.82 25.67 25.93 25.95 25.79 25.83 25.89 26.02 26 26.15 26.01 25.9 25.65 25.8229 1 5 TABLERO 1F 8 ESP 4H 120/240V C/BARRA 125 A; MONTAJE EMPOTRADO U 28.27 28.32 28.53 28.65 28.76 28.43 28.38 28.58 28.73 28.3 28.35 28.27 28.49 28.72 28.51 28.35 28.64 28.66 28.48 28.53 28.59 28.74 28.71 28.88 28.72 28.6 28.33 28.5129 1 6 TABLERO 1F 12 ESP 4H 120/240V C/BARRA 125 A; MONTAJE EMPOTRADO U 43.09 43.16 43.49 43.68 43.85 43.34 43.27 43.56 43.79 43.14 43.22 43.09 43.42 43.78 43.47 43.23 43.65 43.71 43.41 43.49 43.58 43.81 43.77 44.04 43.79 43.6 43.17 43.4729 1 7 TABLERO 1F 16 ESP 4H 120/240V C/BARRA 125 A; MONTAJE EMPOTRADO U 51.93 52.02 52.41 52.65 52.85 52.23 52.14 52.5 52.78 51.99 52.09 51.93 52.33 52.76 52.39 52.09 52.61 52.67 52.32 52.42 52.52 52.8 52.75 53.07 52.77 52.54 52.03 52.3929 1 8 TABLERO 1F 20 ESP 4H 120/240V C/BARRA 125 A; MONTAJE EMPOTRADO U 60.06 60.16 60.62 60.89 61.12 60.41 60.31 60.72 61.04 60.14 60.25 60.06 60.52 61.02 60.59 60.25 60.84 60.92 60.51 60.63 60.75 61.07 61 61.38 61.03 60.77 60.18 60.629 1 9 TABLERO 1F 24 ESP 4H 120/240V C/BARRA 125 A; MONTAJE EMPOTRADO U 67.32 67.44 67.97 68.23 68.49 67.71 67.59 68.06 68.42 67.41 67.53 67.32 67.84 68.37 67.91 67.54 68.19 68.26 67.83 67.97 68.09 68.43 68.35 68.77 68.4 68.11 67.46 67.9229 1 10 TABLERO 1F 12 ESP 4H 120/240V C/BARRA 150 A; MONTAJE EMPOTRADO U 58.04 58.14 58.58 58.84 59.07 58.37 58.28 58.68 58.99 58.11 58.22 58.04 58.49 58.97 58.55 58.22 58.8 58.87 58.47 58.59 58.7 59.01 58.95 59.31 58.98 58.72 58.15 58.5629 1 11 TABLERO 1F 16 ESP 4H 120/240V C/BARRA 150 A; MONTAJE EMPOTRADO U 71.95 72.07 72.63 72.94 73.22 72.37 72.24 72.75 73.13 72.04 72.17 71.95 72.5 73.1 72.59 72.18 72.89 72.98 72.49 72.63 72.78 73.16 73.08 73.53 73.12 72.8 72.09 72.5929 1 12 TABLERO 1F 20 ESP 4H 120/240V C/BARRA 150 A; MONTAJE EMPOTRADO U 64.51 64.62 65.11 65.4 65.65 64.88 64.77 65.22 65.57 64.59 64.71 64.51 65.01 65.54 65.08 64.71 65.35 65.43 64.99 65.12 65.25 65.59 65.52 65.93 65.56 65.27 64.63 65.0929 1 13 TABLERO 1F 24 ESP 4H 120/240V C/BARRA 150 A; MONTAJE EMPOTRADO U 98.14 98.32 99.08 99.47 99.85 98.72 98.54 99.22 99.74 98.27 98.45 98.14 98.9 99.68 99.01 98.45 99.42 99.51 98.88 99.09 99.27 99.77 99.66 100.26 99.71 99.3 98.34 99.0229 1 14 TABLERO 1F 32 ESP 4H 120/240V C/BARRA 150 A; MONTAJE EMPOTRADO U 109.66 109.86 110.71 111.15 111.57 110.3 110.11 110.87 111.45 109.8 110 109.66 110.51 111.38 110.64 110.01 111.09 111.19 110.48 110.72 110.93 111.48 111.36 112.04 111.42 110.96 109.89 110.64

29 1 15 TABLERO 1F 12 ESP 4H 120/240V C/BARRA 200 A; MONTAJE EMPOTRADO U 71.95 72.07 72.63 72.94 73.22 72.37 72.24 72.75 73.13 72.04 72.17 71.95 72.5 73.1 72.59 72.18 72.89 72.98 72.49 72.63 72.78 73.16 73.08 73.53 73.12 72.8 72.09 72.5929 1 16 TABLERO 1F 20 ESP 4H 120/240V C/BARRA 200 A; MONTAJE EMPOTRADO U 64.47 64.58 65.07 65.36 65.61 64.84 64.73 65.18 65.53 64.55 64.67 64.47 64.97 65.5 65.04 64.67 65.31 65.39 64.95 65.08 65.21 65.55 65.48 65.89 65.51 65.23 64.59 65.0529 1 17 TABLERO 1F 30 ESP 4H 120/240V C/BARRA 200 A; MONTAJE EMPOTRADO U 110.51 110.71 111.57 112.01 112.44 111.16 110.96 111.73 112.31 110.65 110.85 110.51 111.37 112.25 111.49 110.86 111.95 112.06 111.34 111.58 111.79 112.34 112.22 112.91 112.29 111.82 110.74 111.529 1 18 TABLERO 1F 32 ESP 4H 120/240V C/BARRA 200 A; MONTAJE EMPOTRADO U 90.94 91.11 91.81 92.17 92.52 91.47 91.31 91.94 92.42 91.06 91.22 90.94 91.65 92.37 91.75 91.23 92.12 92.21 91.62 91.82 91.99 92.45 92.34 92.91 92.4 92.01 91.13 91.7529 1 19 TABLERO 1F 40 ESP 4H 120/240V C/BARRA 200 A; MONTAJE EMPOTRADO U 97.49 97.67 98.42 98.81 99.19 98.06 97.89 98.57 99.08 97.62 97.79 97.49 98.25 99.02 98.36 97.8 98.76 98.85 98.22 98.43 98.62 99.11 99 99.6 99.05 98.64 97.69 98.3629 1 20 TABLERO 1F 42 ESP 4H 120/240V C/BARRA 225 A; MONTAJE EMPOTRADO U 137.45 137.7 138.77 139.32 139.85 138.26 138.01 138.97 139.7 137.63 137.88 137.45 138.52 139.62 138.68 137.89 139.25 139.38 138.48 138.78 139.04 139.73 139.58 140.44 139.66 139.08 137.74 138.6929 1 21 TABLERO 3F 18 ESP 5H 120/240V C/BARRA 125 A; MONTAJE EMPOTRADO U 98.86 99.03 99.79 100.22 100.61 99.43 99.26 99.96 100.48 98.99 99.17 98.86 99.62 100.43 99.74 99.17 100.15 100.26 99.6 99.8 100 100.52 100.41 101.03 100.46 100.03 99.06 99.7529 1 22 TABLERO 3F 24 ESP 5H 120/240V C/BARRA 125 A; MONTAJE EMPOTRADO U 223.07 223.47 225.21 226.11 226.98 224.38 223.98 225.55 226.72 223.36 223.76 223.07 224.81 226.6 225.07 223.78 226 226.2 224.74 225.23 225.67 226.78 226.53 227.93 226.67 225.72 223.54 225.0929 1 23 TABLERO 3F 30 ESP 5H 120/240V C/BARRA 150 A; MONTAJE EMPOTRADO U 243.57 244.01 245.91 246.89 247.84 245 244.56 246.28 247.56 243.89 244.33 243.57 245.47 247.42 245.75 244.35 246.77 246.99 245.4 245.93 246.41 247.62 247.35 248.88 247.5 246.46 244.08 245.7729 1 24 TABLERO 3F 42 ESP 5H 120/240V C/BARRA 150 A; MONTAJE EMPOTRADO U 141.76 142.02 143.12 143.69 144.24 142.59 142.34 143.33 144.08 141.94 142.2 141.76 142.86 143.99 143.02 142.21 143.61 143.75 142.83 143.13 143.4 144.11 143.96 144.84 144.04 143.44 142.05 143.0429 1 25 TABLERO 3F 18 ESP 5H 120/240V C/BARRA 150 A; MONTAJE EMPOTRADO U 77.51 77.64 78.24 78.58 78.88 77.96 77.83 78.37 78.78 77.61 77.75 77.51 78.11 78.75 78.2 77.76 78.52 78.61 78.09 78.25 78.4 78.81 78.72 79.21 78.77 78.42 77.66 78.2129 1 26 TABLERO 3F 30 ESP 5H 120/240V C/BARRA 200 A; MONTAJE EMPOTRADO U 202.86 203.23 204.81 205.62 206.41 204.05 203.69 205.12 206.18 203.12 203.49 202.86 204.44 206.07 204.67 203.51 205.52 205.71 204.38 204.83 205.22 206.23 206.01 207.28 206.13 205.27 203.28 204.6929 1 27 TABLERO 3F 42 ESP 5H 120/240V C/BARRA 200 A; MONTAJE EMPOTRADO U 69.45 69.58 70.12 70.39 70.66 69.86 69.73 70.22 70.58 69.54 69.66 69.45 69.99 70.54 70.06 69.68 70.36 70.42 69.97 70.12 70.26 70.6 70.52 70.96 70.57 70.27 69.6 70.0829 1 28 TABLERO 3F 30 ESP 5H 120/240V C/BARRA 225 A; MONTAJE EMPOTRADO U 136.98 137.23 138.29 138.84 139.37 137.79 137.54 138.5 139.22 137.16 137.41 136.98 138.05 139.14 138.2 137.42 138.77 138.9 138.01 138.31 138.57 139.25 139.1 139.96 139.18 138.6 137.26 138.2129 1 29 TABLERO 3F 42 ESP 5H 120/240V C/BARRA 225 A; MONTAJE EMPOTRADO U 141.76 142.02 143.12 143.69 144.24 142.59 142.34 143.33 144.08 141.94 142.2 141.76 142.86 143.99 143.02 142.21 143.61 143.75 142.83 143.13 143.4 144.11 143.96 144.84 144.04 143.44 142.05 143.0429 1 30 CAJA NEMA 1 - INTERIORES MONTAJE SUP U 46.03 46.11 46.47 46.66 46.84 46.3 46.22 46.55 46.78 46.09 46.17 46.03 46.39 46.76 46.44 46.18 46.64 46.68 46.38 46.48 46.57 46.8 46.75 47.04 46.78 46.58 46.13 46.4529 1 31 CAJA NEMA 3R - EXTERIORES MONTAJE SUP U 69.87 70 70.54 70.83 71.1 70.28 70.16 70.65 71.02 69.96 70.09 69.87 70.42 70.98 70.5 70.09 70.79 70.86 70.39 70.55 70.69 71.04 70.96 71.4 71 70.7 70.02 70.5129 1 32 KIT PARA MONTAJE DE INTERRUPTOR PRINCIPAL U 27.71 27.76 27.97 28.09 28.19 27.87 27.82 28.02 28.16 27.74 27.79 27.71 27.92 28.15 27.96 27.79 28.07 28.1 27.91 27.97 28.03 28.17 28.14 28.31 28.15 28.04 27.76 27.9629 1 40 TABLERO 1F 32 ESP 4H 120/240V C/BARRA 250 A; MONTAJE EMPOTRADO U 165.74 166.04 167.33 168 168.64 166.71 166.42 167.58 168.45 165.96 166.25 165.74 167.03 168.35 167.22 166.27 167.91 168.07 166.98 167.35 167.67 168.49 168.31 169.34 168.41 167.7 166.09 167.2329 1 41 TABLERO 1F 2 ESP 4H 120/240V C/BARRA 40 A; MONTAJE SUPERFICIAL U 14.77 14.8 14.9 14.97 15.02 14.85 14.82 14.93 15.01 14.78 14.81 14.77 14.88 15 14.9 14.81 14.96 14.97 14.88 14.9 14.94 15.01 15 15.09 15 14.94 14.8 14.929 1 42 TABLERO 1F 2 ESP 4H 120/240V C/BARRA 70 A; MONTAJE SUPERFICIAL U 18.51 18.55 18.68 18.76 18.82 18.62 18.58 18.71 18.81 18.53 18.56 18.51 18.65 18.8 18.67 18.57 18.75 18.76 18.65 18.68 18.72 18.81 18.8 18.91 18.8 18.72 18.55 18.6729 1 43 TABLERO 1F 4 ESP 4H 120/240V C/BARRA 125 A; MONTAJE SUPERFICIAL U 19.19 19.23 19.37 19.45 19.52 19.3 19.26 19.4 19.5 19.21 19.25 19.19 19.34 19.49 19.36 19.25 19.44 19.45 19.33 19.37 19.41 19.5 19.49 19.6 19.5 19.41 19.23 19.3629 1 44 TABLERO 1F 6 ESP 4H 120/240V C/BARRA 125 A; MONTAJE SUPERFICIAL U 23.85 23.9 24.07 24.17 24.26 23.99 23.94 24.11 24.23 23.88 23.92 23.85 24.03 24.23 24.06 23.92 24.16 24.18 24.03 24.07 24.12 24.24 24.22 24.36 24.23 24.13 23.9 24.0629 1 45 TABLERO 1F 8 ESP 4H 120/240V C/BARRA 125 A; MONTAJE SUPERFICIAL U 26.52 26.57 26.77 26.88 26.98 26.67 26.62 26.81 26.95 26.55 26.6 26.52 26.73 26.94 26.75 26.6 26.87 26.89 26.72 26.77 26.82 26.96 26.93 27.09 26.94 26.83 26.58 26.7529 1 46 TABLERO 1F 12 ESP 4H 120/240V C/BARRA 125 A; MONTAJE SUPERFICIAL U 40.05 40.12 40.43 40.59 40.75 40.29 40.22 40.49 40.7 40.1 40.17 40.05 40.36 40.69 40.41 40.18 40.57 40.62 40.35 40.43 40.51 40.72 40.68 40.93 40.7 40.53 40.13 40.4129 1 47 TABLERO 1F 16 ESP 4H 120/240V C/BARRA 125 A; MONTAJE SUPERFICIAL U 48.89 48.98 49.35 49.56 49.75 49.18 49.09 49.43 49.69 48.95 49.04 48.89 49.27 49.67 49.33 49.04 49.53 49.58 49.26 49.36 49.45 49.71 49.66 49.96 49.68 49.47 48.99 49.3329 1 48 TABLERO 1F 20 ESP 4H 120/240V C/BARRA 125 A; MONTAJE SUPERFICIAL U 57.02 57.12 57.56 57.8 58.02 57.36 57.26 57.65 57.95 57.1 57.2 57.02 57.46 57.93 57.53 57.2 57.76 57.83 57.45 57.57 57.68 57.98 57.91 58.27 57.94 57.7 57.14 57.5429 1 49 TABLERO 1F 24 ESP 4H 120/240V C/BARRA 125 A; MONTAJE SUPERFICIAL U 62.36 62.47 62.96 63.21 63.45 62.72 62.61 63.05 63.38 62.44 62.55 62.36 62.84 63.34 62.91 62.56 63.17 63.23 62.83 62.96 63.08 63.39 63.32 63.71 63.36 63.09 62.49 62.9229 1 50 TABLERO 1F 12 ESP 4H 120/240V C/BARRA 150 A; MONTAJE SUPERFICIAL U 55 55.1 55.52 55.75 55.97 55.32 55.23 55.61 55.9 55.07 55.17 55 55.43 55.88 55.49 55.17 55.72 55.78 55.41 55.53 55.63 55.92 55.86 56.2 55.89 55.65 55.11 55.529 1 51 TABLERO 1F 16 ESP 4H 120/240V C/BARRA 150 A; MONTAJE SUPERFICIAL U 68.91 69.03 69.57 69.85 70.12 69.32 69.19 69.68 70.04 69 69.12 68.91 69.44 70.01 69.53 69.13 69.81 69.89 69.43 69.57 69.71 70.07 69.99 70.42 70.03 69.73 69.05 69.5329 1 52 TABLERO 1F 20 ESP 4H 120/240V C/BARRA 150 A; MONTAJE SUPERFICIAL U 61.47 61.58 62.05 62.31 62.55 61.83 61.72 62.15 62.48 61.55 61.66 61.47 61.95 62.45 62.02 61.66 62.27 62.34 61.93 62.06 62.18 62.5 62.43 62.82 62.47 62.2 61.59 62.0329 1 53 TABLERO 1F 24 ESP 4H 120/240V C/BARRA 150 A; MONTAJE SUPERFICIAL U 93.18 93.35 94.07 94.45 94.81 93.73 93.56 94.21 94.7 93.3 93.47 93.18 93.9 94.65 94.01 93.47 94.4 94.48 93.88 94.08 94.26 94.73 94.63 95.2 94.67 94.28 93.37 94.0229 1 54 TABLERO 1F 32 ESP 4H 120/240V C/BARRA 150 A; MONTAJE SUPERFICIAL U 104.7 104.89 105.7 106.13 106.53 105.31 105.13 105.86 106.41 104.83 105.02 104.7 105.51 106.35 105.64 105.03 106.07 106.16 105.48 105.71 105.92 106.44 106.33 106.98 106.38 105.94 104.92 105.6429 1 55 TABLERO 1F 12 ESP 4H 120/240V C/BARRA 200 A; MONTAJE SUPERFICIAL U 68.91 69.03 69.57 69.85 70.12 69.32 69.19 69.68 70.04 69 69.12 68.91 69.44 70.01 69.53 69.13 69.81 69.89 69.43 69.57 69.71 70.07 69.99 70.42 70.03 69.73 69.05 69.5329 1 56 TABLERO 1F 20 ESP 4H 120/240V C/BARRA 200 A; MONTAJE SUPERFICIAL U 61.43 61.54 62.01 62.27 62.51 61.79 61.68 62.11 62.44 61.51 61.62 61.43 61.91 62.41 61.98 61.62 62.23 62.3 61.89 62.02 62.14 62.46 62.39 62.78 62.42 62.16 61.55 61.9929 1 57 TABLERO 1F 30 ESP 4H 120/240V C/BARRA 200 A; MONTAJE SUPERFICIAL U 105.55 105.74 106.56 106.99 107.4 106.17 105.98 106.72 107.27 105.68 105.87 105.55 106.37 107.22 106.49 105.88 106.93 107.03 106.34 106.57 106.78 107.3 107.19 107.85 107.25 106.8 105.77 106.529 1 58 TABLERO 1F 32 ESP 4H 120/240V C/BARRA 200 A; MONTAJE SUPERFICIAL U 85.98 86.14 86.8 87.15 87.48 86.48 86.33 86.93 87.38 86.09 86.24 85.98 86.65 87.34 86.75 86.25 87.1 87.18 86.62 86.81 86.98 87.41 87.31 87.85 87.36 86.99 86.16 86.7529 1 59 TABLERO 1F 40 ESP 4H 120/240V C/BARRA 200 A; MONTAJE SUPERFICIAL U 92.53 92.7 93.41 93.79 94.15 93.07 92.91 93.56 94.04 92.65 92.81 92.53 93.25 93.99 93.36 92.82 93.74 93.82 93.22 93.42 93.61 94.07 93.97 94.54 94.01 93.62 92.72 93.3629 1 60 TABLERO 1F 42 ESP 4H 120/240V C/BARRA 225 A; MONTAJE SUPERFICIAL U 132.49 132.73 133.76 134.3 134.81 133.27 133.03 133.96 134.66 132.66 132.9 132.49 133.52 134.59 133.68 132.91 134.23 134.35 133.48 133.77 134.03 134.69 134.55 135.38 134.62 134.06 132.77 133.6929 1 61 TABLERO 3F 18 ESP 5H 120/240V C/BARRA 125 A; MONTAJE SUPERFICIAL U 95.82 95.99 96.73 97.13 97.51 96.38 96.21 96.89 97.39 95.95 96.12 95.82 96.56 97.34 96.68 96.12 97.07 97.17 96.54 96.74 96.93 97.43 97.32 97.92 97.37 96.96 96.02 96.6929 1 62 TABLERO 3F 24 ESP 5H 120/240V C/BARRA 125 A; MONTAJE SUPERFICIAL U 218.11 218.5 220.2 221.09 221.94 219.39 219 220.54 221.68 218.39 218.78 218.11 219.81 221.57 220.07 218.8 220.98 221.17 219.74 220.22 220.66 221.74 221.5 222.87 221.63 220.7 218.57 220.0929 1 63 TABLERO 3F 30 ESP 5H 120/240V C/BARRA 150 A; MONTAJE SUPERFICIAL U 238.61 239.04 240.9 241.87 242.8 240.01 239.58 241.27 242.52 238.92 239.35 238.61 240.47 242.39 240.75 239.37 241.75 241.96 240.4 240.92 241.4 242.58 242.32 243.82 242.46 241.44 239.11 240.7729 1 64 TABLERO 3F 42 ESP 5H 120/240V C/BARRA 150 A; MONTAJE SUPERFICIAL U 136.8 137.05 138.11 138.67 139.2 137.6 137.36 138.32 139.04 136.97 137.22 136.8 137.86 138.96 138.02 137.23 138.59 138.72 137.83 138.12 138.39 139.07 138.93 139.78 139 138.42 137.08 138.0429 1 65 TABLERO 3F 18 ESP 5H 120/240V C/BARRA 150 A; MONTAJE SUPERFICIAL U 74.47 74.6 75.18 75.49 75.78 74.91 74.78 75.3 75.69 74.57 74.7 74.47 75.05 75.66 75.14 74.71 75.44 75.52 75.03 75.19 75.33 75.72 75.63 76.1 75.68 75.35 74.62 75.1529 1 66 TABLERO 3F 30 ESP 5H 120/240V C/BARRA 200 A; MONTAJE SUPERFICIAL U 197.9 198.26 199.8 200.6 201.37 199.06 198.71 200.11 201.14 198.15 198.51 197.9 199.44 201.04 199.67 198.53 200.5 200.68 199.38 199.82 200.21 201.19 200.98 202.22 201.09 200.25 198.31 199.6929 1 67 TABLERO 3F 42 ESP 5H 120/240V C/BARRA 200 A; MONTAJE SUPERFICIAL U 133.94 134.18 135.22 135.77 136.29 134.73 134.48 135.43 136.13 134.11 134.35 133.94 134.98 136.06 135.14 134.36 135.7 135.82 134.94 135.23 135.5 136.17 136.02 136.86 136.1 135.53 134.22 135.1529 1 68 TABLERO 3F 30 ESP 5H 120/240V C/BARRA 225 A; MONTAJE SUPERFICIAL U 132.02 132.26 133.28 133.82 134.33 132.8 132.56 133.49 134.18 132.19 132.43 132.02 133.05 134.11 133.2 132.44 133.75 133.87 133.01 133.3 133.56 134.21 134.07 134.9 134.14 133.58 132.29 133.2129 1 69 TABLERO 3F 42 ESP 5H 120/240V C/BARRA 225 A; MONTAJE SUPERFICIAL U 136.8 137.05 138.11 138.67 139.2 137.6 137.36 138.32 139.04 136.97 137.22 136.8 137.86 138.96 138.02 137.23 138.59 138.72 137.83 138.12 138.39 139.07 138.93 139.78 139 138.42 137.08 138.0429 1 70 TABLERO 1F 32 ESP 4H 120/240V C/BARRA 250 A; MONTAJE SUPERFICIAL U 160.78 161.07 162.32 162.98 163.6 161.72 161.44 162.57 163.41 160.99 161.27 160.78 162.03 163.32 162.22 161.29 162.89 163.04 161.98 162.34 162.66 163.45 163.28 164.28 163.37 162.68 161.12 162.2329 1 73 MANTENIMIENTO PREVENTIVO DE TABLERO DE 24 A 42 ESP U 32.31 32.37 32.62 32.75 32.88 32.5 32.44 32.67 32.84 32.35 32.41 32.31 32.56 32.83 32.6 32.41 32.74 32.77 32.55 32.62 32.69 32.85 32.81 33.02 32.83 32.7 32.38 32.6129 1 74 REEMPLAZO DE BORNERA PARA NEUTRO O TIERRA EN TABLERO U 12.52 12.54 12.64 12.69 12.74 12.59 12.57 12.66 12.72 12.53 12.55 12.52 12.61 12.71 12.63 12.56 12.68 12.69 12.61 12.64 12.66 12.72 12.71 12.79 12.72 12.66 12.54 12.6329 2 1 TERM DE 15-60 A / 1P DE ENCHUFAR U 4.82 4.83 4.87 4.89 4.91 4.85 4.84 4.87 4.9 4.83 4.84 4.82 4.86 4.9 4.86 4.84 4.88 4.89 4.86 4.87 4.88 4.9 4.9 4.93 4.9 4.88 4.83 4.8629 2 2 TERM DE 15-60 A / 2P DE ENCHUFAR U 10.17 10.19 10.27 10.31 10.35 10.23 10.21 10.28 10.34 10.18 10.2 10.17 10.25 10.33 10.26 10.2 10.3 10.31 10.25 10.27 10.29 10.34 10.33 10.39 10.34 10.29 10.19 10.2629 2 3 TERM DE 70-80A / 2P DE ENCHUFAR U 18.71 18.74 18.89 18.96 19.04 18.82 18.78 18.92 19.01 18.73 18.77 18.71 18.85 19 18.88 18.77 18.95 18.97 18.85 18.89 18.93 19.02 19 19.12 19.01 18.93 18.75 18.8829 2 4 TERM DE 90-100 A / 2P DE ENCHUFAR U 25.56 25.6 25.8 25.91 26.01 25.71 25.66 25.84 25.98 25.59 25.64 25.56 25.76 25.96 25.79 25.64 25.89 25.92 25.75 25.81 25.86 25.98 25.96 26.12 25.97 25.86 25.61 25.7929 2 5 TERM DE 125 A / 2P 120/240V DE ENCHUFAR U 51.68 51.77 52.17 52.39 52.59 51.98 51.89 52.26 52.52 51.74 51.84 51.68 52.08 52.5 52.14 51.84 52.36 52.41 52.07 52.18 52.28 52.54 52.48 52.81 52.51 52.29 51.79 52.1529 2 6 TERM DE 15-50 A / 3P DE ENCHUFAR U 32.52 32.58 32.83 32.97 33.09 32.71 32.65 32.89 33.05 32.56 32.62 32.52 32.77 33.04 32.81 32.62 32.95 32.98 32.76 32.84 32.9 33.06 33.03 33.23 33.05 32.91 32.59 32.8229 2 7 TERM DE 60 A / 3P DE ENCHUFAR U 34.83 34.89 35.17 35.31 35.44 35.04 34.97 35.22 35.4 34.88 34.94 34.83 35.1 35.38 35.14 34.94 35.29 35.32 35.09 35.17 35.24 35.41 35.37 35.59 35.39 35.25 34.9 35.1529 2 8 TERM DE 70 A / 3P DE ENCHUFAR U 41.55 41.63 41.95 42.12 42.28 41.8 41.72 42.02 42.23 41.6 41.68 41.55 41.87 42.21 41.92 41.68 42.1 42.14 41.86 41.95 42.04 42.24 42.2 42.46 42.22 42.05 41.64 41.9329 2 9 TERM DE 90-100 A / 3P DE ENCHUFAR U 44.52 44.6 44.95 45.13 45.3 44.78 44.7 45.02 45.25 44.58 44.66 44.52 44.87 45.23 44.92 44.66 45.11 45.15 44.85 44.95 45.04 45.26 45.22 45.5 45.24 45.05 44.61 44.9329 2 10 INT TERMOMAGNÉTICO DE 125A /2P 240V PARA INSTALAR EN CAJA NEMA U 71.01 71.14 71.69 71.98 72.26 71.43 71.3 71.81 72.17 71.1 71.23 71.01 71.56 72.14 71.65 71.24 71.95 72.01 71.54 71.7 71.84 72.2 72.12 72.57 72.16 71.86 71.16 71.6629 2 11 INT TERMOMAGNÉTICO DE 150-200 A /2P 240V PARA INSTALAR EN CAJA NEMA U 74.18 74.31 74.89 75.19 75.48 74.62 74.48 75.01 75.39 74.27 74.41 74.18 74.76 75.36 74.85 74.42 75.16 75.22 74.73 74.9 75.05 75.42 75.34 75.8 75.38 75.06 74.33 74.8529 2 12 INT TERMOMAGNÉTICO DE 225 A /2P 240V PARA INSTALAR EN CAJA NEMA U 80.22 80.36 80.99 81.32 81.63 80.69 80.55 81.12 81.53 80.32 80.47 80.22 80.84 81.49 80.94 80.47 81.28 81.35 80.82 81 81.16 81.56 81.47 81.97 81.52 81.17 80.39 80.9529 2 13 INT TERMOMAGNÉTICO DE 125 - 200 A /3P 240V PARA INSTALAR EN CAJA NEMA U 170.06 170.37 171.7 172.39 173.06 171.07 170.76 171.97 172.85 170.29 170.59 170.06 171.39 172.77 171.59 170.61 172.31 172.46 171.34 171.71 172.05 172.9 172.72 173.79 172.82 172.09 170.42 171.6129 2 14 INT TERMOMAGNÉTICO DE 225 A /3P 240V PARA INSTALAR EN CAJA NEMA U 171.72 172.03 173.37 174.08 174.75 172.74 172.43 173.65 174.54 171.95 172.26 171.72 173.06 174.45 173.27 172.27 173.99 174.15 173.01 173.39 173.73 174.59 174.4 175.48 174.51 173.77 172.08 173.2929 2 15 INT PRINCIPAL DE 100-200 A /2P 240V PARA INSTALAR EN TABLERO PRINCIPAL U 72.63 72.76 73.33 73.62 73.91 73.06 72.93 73.44 73.82 72.72 72.85 72.63 73.19 73.78 73.28 72.86 73.59 73.65 73.17 73.33 73.48 73.84 73.76 74.22 73.8 73.49 72.78 73.2929 2 16 INT PRINCIPAL DE 225 A /2P 120/240V PARA INSTALAR EN TABLERO PRINCIPAL U 74.65 74.78 75.36 75.67 75.96 75.09 74.95 75.48 75.87 74.75 74.88 74.65 75.23 75.83 75.32 74.89 75.63 75.7 75.21 75.37 75.52 75.89 75.81 76.28 75.86 75.54 74.8 75.3329 2 17 INT PRINCIPAL DE 125-225 A /3P 240V PARA INSTALAR EN TABLERO PRINCIPAL U 164.05 164.35 165.63 166.3 166.94 165.02 164.72 165.89 166.74 164.26 164.56 164.05 165.33 166.66 165.53 164.58 166.22 166.36 165.28 165.64 165.97 166.79 166.61 167.64 166.71 166 164.39 165.5429 2 18 INT TERMOMAGNÉTICO DE 100 A /3P 600V U 152.03 152.3 153.49 154.11 154.71 152.93 152.65 153.73 154.52 152.23 152.5 152.03 153.22 154.45 153.4 152.52 154.04 154.17 153.17 153.51 153.81 154.57 154.4 155.36 154.49 153.84 152.35 153.4129 2 19 INT TERMOMAGNÉTICO DE 125 A /3P 600V U 244.17 244.61 246.51 247.52 248.47 245.61 245.17 246.91 248.17 244.49 244.93 244.17 246.07 248.05 246.37 244.95 247.39 247.61 246 246.54 247.03 248.25 247.98 249.52 248.13 247.08 244.68 246.3929 2 20 INT TERMOMAGNÉTICO DE 160 - 175A /3P 600V U 291.76 292.29 294.56 295.76 296.9 293.48 292.96 295.03 296.55 292.14 292.67 291.76 294.04 296.4 294.39 292.69 295.61 295.87 293.95 294.59 295.17 296.63 296.31 298.15 296.49 295.23 292.37 294.4229 2 21 INT TERMOMAGNÉTICO DE 200 A /3P 600V U 361.8 362.45 365.27 366.76 368.17 363.94 363.28 365.85 367.73 362.27 362.92 361.8 364.62 367.55 365.06 362.96 366.58 366.9 364.51 365.31 366.03 367.84 367.44 369.72 367.66 366.11 362.56 365.0929 2 22 INT TERMOMAGNÉTICO DE 250 A /3P 600V U 377.76 378.44 381.39 382.94 384.41 379.99 379.31 381.99 383.96 378.25 378.93 377.76 380.71 383.77 381.16 378.97 382.75 383.09 380.59 381.42 382.18 384.07 383.65 386.03 383.88 382.26 378.55 381.229 2 23 INT TERMOMAGNÉTICO DE 300-400 A /3P 600V U 741.22 742.56 748.34 751.38 754.27 745.59 744.26 749.52 753.38 742.18 743.52 741.22 747 753.01 747.89 743.59 751.01 751.67 746.78 748.41 749.89 753.6 752.78 757.45 753.23 750.04 742.78 747.9729 2 24 PORTAFUSIBLE CON FUSIBLE 100-250 AMP/2P Y 3P PROTECCIÓN DE SEMICONDUCTORES PARA VDF. INC FIJACIÓN. U 700.8 701.99 707.14 709.85 712.43 704.7 703.51 708.2 711.64 701.66 702.85 700.8 705.95 711.31 706.75 702.91 709.52 710.12 705.76 707.21 708.53 711.84 711.11 715.27 711.5 708.66 702.19 706.8129 3 1 CANALIZACION CON TUBERIA TECNODUCTO Ø=½" INCLUYE ACCESORIOS M 0.84 0.84 0.85 0.85 0.86 0.85 0.85 0.85 0.86 0.84 0.84 0.84 0.85 0.85 0.85 0.84 0.85 0.85 0.85 0.85 0.85 0.86 0.85 0.86 0.85 0.85 0.84 0.8529 3 2 CANALIZACION CON TUBERIA TECNODUCTO Ø=¾" INCLUYE ACCESORIOS M 1.05 1.06 1.06 1.07 1.07 1.06 1.06 1.07 1.07 1.06 1.06 1.05 1.06 1.07 1.06 1.06 1.07 1.07 1.06 1.06 1.07 1.07 1.07 1.08 1.07 1.07 1.06 1.0629 3 3 CANALIZACION CON TUBERIA TECNODUCTO Ø=1" INCLUYE ACCESORIOS M 2.01 2.02 2.03 2.04 2.05 2.03 2.02 2.04 2.05 2.02 2.02 2.01 2.03 2.05 2.03 2.02 2.04 2.04 2.03 2.03 2.04 2.05 2.05 2.06 2.05 2.04 2.02 2.0329 3 4 CANALIZACION CON TUBERIA CONDUIT EMT Ø=½" INCLUYE ACCESORIOS M 2.3 2.3 2.32 2.33 2.34 2.31 2.31 2.32 2.33 2.3 2.3 2.3 2.31 2.33 2.32 2.3 2.33 2.33 2.31 2.32 2.32 2.34 2.33 2.35 2.33 2.32 2.3 2.3229 3 5 CANALIZACION CON TUBERIA CONDUIT EMT Ø=¾" INCLUYE ACCESORIOS M 3.07 3.08 3.1 3.12 3.13 3.09 3.09 3.11 3.13 3.08 3.08 3.07 3.1 3.12 3.1 3.08 3.12 3.12 3.1 3.1 3.11 3.13 3.12 3.14 3.12 3.11 3.08 3.129 3 6 CANALIZACION CON TUBERIA CONDUIT EMT Ø=1" INCLUYE ACCESORIOS M 4.25 4.26 4.29 4.31 4.32 4.27 4.27 4.3 4.32 4.25 4.26 4.25 4.28 4.32 4.29 4.26 4.3 4.31 4.28 4.29 4.3 4.32 4.31 4.34 4.32 4.3 4.26 4.2929 3 7 CANALIZACION CON TUBERIA CONDUIT EMT Ø=1¼" INCLUYE ACCESORIOS M 5.45 5.46 5.51 5.53 5.55 5.49 5.48 5.51 5.54 5.46 5.47 5.45 5.5 5.54 5.5 5.47 5.53 5.53 5.49 5.51 5.52 5.55 5.54 5.57 5.54 5.52 5.47 5.529 3 8 CANALIZACION CON TUBERIA CONDUIT EMT Ø=1½" INCLUYE ACCESORIOS M 6.78 6.79 6.85 6.88 6.9 6.82 6.81 6.86 6.89 6.79 6.8 6.78 6.84 6.89 6.84 6.8 6.87 6.88 6.83 6.85 6.86 6.9 6.89 6.93 6.89 6.86 6.8 6.8429 3 9 CANALIZACION CON TUBERIA CONDUIT EMT Ø=2" INCLUYE ACCESORIOS M 8.7 8.71 8.78 8.82 8.85 8.75 8.73 8.8 8.84 8.71 8.73 8.7 8.77 8.84 8.78 8.73 8.81 8.82 8.76 8.78 8.8 8.84 8.83 8.89 8.84 8.8 8.72 8.7829 3 10 CANALIZACION CON TUBERIA CONDUIT EMT Ø=2½" INCLUYE ACCESORIOS M 14.76 14.78 14.9 14.96 15.02 14.84 14.82 14.92 15 14.78 14.8 14.76 14.87 14.99 14.89 14.8 14.95 14.97 14.87 14.9 14.93 15 14.99 15.08 15 14.93 14.79 14.8929 3 11 CANALIZACION CON TUBERIA CONDUIT EMT Ø=3" INCLUYE ACCESORIOS M 21.38 21.42 21.58 21.67 21.76 21.5 21.47 21.62 21.73 21.41 21.45 21.38 21.55 21.72 21.57 21.45 21.66 21.68 21.54 21.59 21.63 21.74 21.71 21.85 21.73 21.63 21.42 21.5729 3 12 CANALIZACION CON TUBERIA CONDUIT EMT Ø=4" INCLUYE ACCESORIOS M 24.2 24.24 24.43 24.53 24.62 24.34 24.3 24.47 24.59 24.23 24.27 24.2 24.39 24.58 24.41 24.27 24.52 24.54 24.38 24.43 24.48 24.6 24.57 24.73 24.59 24.48 24.25 24.4229 3 13 CANALIZACION CON TUBERIA CONDUIT IMC Ø=½" INCLUYE ACCESORIOS M 4.8 4.8 4.84 4.86 4.88 4.82 4.82 4.85 4.87 4.8 4.81 4.8 4.83 4.87 4.84 4.81 4.86 4.86 4.83 4.84 4.85 4.88 4.87 4.9 4.87 4.85 4.81 4.8429 3 14 CANALIZACION CON TUBERIA CONDUIT IMC Ø=¾" INCLUYE ACCESORIOS M 6.45 6.46 6.51 6.53 6.56 6.48 6.47 6.52 6.55 6.45 6.47 6.45 6.5 6.55 6.5 6.47 6.53 6.54 6.49 6.51 6.52 6.55 6.55 6.59 6.55 6.52 6.46 6.529 3 15 CANALIZACION CON TUBERIA CONDUIT IMC Ø=1" INCLUYE ACCESORIOS M 8.92 8.94 9.01 9.05 9.08 8.98 8.96 9.02 9.07 8.94 8.95 8.92 8.99 9.07 9 8.95 9.04 9.05 8.99 9.01 9.03 9.07 9.06 9.12 9.07 9.03 8.94 9.0129 3 16 CANALIZACION CON TUBERIA CONDUIT IMC Ø=1¼" INCLUYE ACCESORIOS M 10.8 10.82 10.9 10.95 10.99 10.86 10.84 10.92 10.98 10.81 10.83 10.8 10.88 10.97 10.9 10.83 10.94 10.95 10.88 10.9 10.93 10.98 10.97 11.04 10.97 10.93 10.82 10.929 3 17 CANALIZACION CON TUBERIA CONDUIT IMC Ø=1½" INCLUYE ACCESORIOS M 13.83 13.85 13.96 14.02 14.07 13.91 13.88 13.98 14.05 13.84 13.87 13.83 13.93 14.05 13.95 13.87 14.01 14.02 13.93 13.96 13.99 14.06 14.04 14.13 14.05 13.99 13.86 13.9529 3 18 CANALIZACION CON TUBERIA CONDUIT IMC Ø=2" INCLUYE ACCESORIOS M 19.86 19.9 20.05 20.14 20.21 19.98 19.94 20.09 20.19 19.89 19.92 19.86 20.02 20.18 20.04 19.93 20.13 20.14 20.01 20.06 20.1 20.19 20.17 20.3 20.18 20.1 19.9 20.0429 3 19 CANALIZACION CON TUBERIA CONDUIT IMC Ø=2½" INCLUYE ACCESORIOS M 32.2 32.26 32.51 32.64 32.77 32.39 32.34 32.56 32.73 32.25 32.3 32.2 32.45 32.72 32.49 32.31 32.63 32.66 32.45 32.52 32.58 32.74 32.71 32.91 32.73 32.59 32.27 32.529 3 20 CANALIZACION CON TUBERIA CONDUIT IMC Ø=3" INCLUYE ACCESORIOS M 46.04 46.12 46.48 46.67 46.85 46.31 46.23 46.55 46.79 46.1 46.18 46.04 46.4 46.77 46.45 46.19 46.65 46.69 46.38 46.49 46.58 46.81 46.76 47.05 46.79 46.59 46.14 46.4629 3 21 CANALIZACION CON TUBERIA CONDUIT IMC Ø=4" INCLUYE ACCESORIOS M 66.79 66.91 67.43 67.71 67.97 67.19 67.07 67.54 67.89 66.88 67 66.79 67.31 67.85 67.39 67.01 67.67 67.73 67.29 67.44 67.57 67.91 67.83 68.26 67.87 67.59 66.93 67.429 3 22 CANALIZACION CON TUBERIA CONDUIT ALUMINIO Ø=½" INCLUYE ACCESORIOS M 4.56 4.57 4.61 4.62 4.64 4.59 4.58 4.61 4.64 4.57 4.58 4.56 4.6 4.63 4.6 4.58 4.62 4.63 4.6 4.61 4.62 4.64 4.63 4.66 4.64 4.62 4.57 4.629 3 23 CANALIZACION CON TUBERIA CONDUIT ALUMINIO Ø=¾" INCLUYE ACCESORIOS M 5.98 5.99 6.04 6.07 6.09 6.02 6.01 6.05 6.08 5.99 6 5.98 6.03 6.08 6.04 6 6.06 6.07 6.03 6.04 6.05 6.08 6.08 6.11 6.08 6.06 6 6.0429 3 24 CANALIZACION CON TUBERIA CONDUIT ALUMINIO Ø=1" INCLUYE ACCESORIOS M 8.51 8.53 8.59 8.63 8.66 8.56 8.55 8.61 8.65 8.52 8.54 8.51 8.58 8.65 8.59 8.54 8.62 8.63 8.58 8.6 8.61 8.65 8.65 8.7 8.65 8.61 8.53 8.59

29 3 25 CANALIZACION CON TUBERIA CONDUIT ALUMINIO Ø=1¼" INCLUYE ACCESORIOS M 10.13 10.15 10.23 10.27 10.31 10.19 10.18 10.25 10.3 10.15 10.17 10.13 10.21 10.3 10.23 10.17 10.27 10.28 10.21 10.23 10.25 10.3 10.29 10.36 10.3 10.25 10.16 10.2329 3 26 CANALIZACION CON TUBERIA CONDUIT ALUMINIO Ø=1½" INCLUYE ACCESORIOS M 12.71 12.73 12.83 12.88 12.93 12.78 12.76 12.85 12.92 12.73 12.75 12.71 12.81 12.91 12.82 12.75 12.88 12.89 12.81 12.83 12.86 12.92 12.91 12.99 12.92 12.86 12.74 12.8329 3 27 CANALIZACION CON TUBERIA CONDUIT ALUMINIO Ø=2" INCLUYE ACCESORIOS M 16.22 16.25 16.38 16.44 16.51 16.32 16.29 16.4 16.49 16.24 16.27 16.22 16.35 16.48 16.37 16.27 16.43 16.45 16.34 16.38 16.41 16.49 16.47 16.58 16.48 16.41 16.25 16.3729 3 28 CANALIZACION CON TUBERIA CONDUIT ALUMINIO Ø=2½" INCLUYE ACCESORIOS M 29.47 29.52 29.75 29.87 29.99 29.64 29.59 29.8 29.95 29.51 29.56 29.47 29.7 29.94 29.74 29.56 29.86 29.89 29.69 29.76 29.81 29.96 29.93 30.12 29.95 29.82 29.53 29.7429 3 29 CANALIZACION CON TUBERIA CONDUIT ALUMINIO Ø=3" INCLUYE ACCESORIOS M 12.16 12.18 12.28 12.32 12.37 12.23 12.21 12.29 12.36 12.17 12.2 12.16 12.25 12.35 12.27 12.2 12.32 12.33 12.25 12.28 12.3 12.36 12.35 12.42 12.36 12.3 12.18 12.2729 3 30 CANALIZACION CON TUBERIA CONDUIT ALUMINIO Ø=4" INCLUYE ACCESORIOS M 53.04 53.14 53.55 53.77 53.97 53.35 53.26 53.64 53.91 53.11 53.21 53.04 53.45 53.88 53.52 53.21 53.74 53.79 53.44 53.56 53.66 53.93 53.87 54.2 53.9 53.67 53.15 53.5229 3 31 CANALIZACION CON TUBERIA PVC DB 120 - AMARILLO Ø=2" INCLUYE ACCESORIOS M 2.67 2.67 2.69 2.7 2.71 2.68 2.68 2.7 2.71 2.67 2.68 2.67 2.69 2.71 2.69 2.68 2.7 2.7 2.69 2.69 2.7 2.71 2.71 2.73 2.71 2.7 2.67 2.6929 3 32 CANALIZACION CON TUBERIA PVC DB 120 - AMARILLO Ø=3" INCLUYE ACCESORIOS M 5.45 5.46 5.5 5.52 5.54 5.48 5.47 5.51 5.54 5.45 5.46 5.45 5.49 5.53 5.5 5.46 5.52 5.52 5.49 5.5 5.51 5.54 5.53 5.57 5.53 5.51 5.46 5.529 3 33 CANALIZACION CON TUBERIA PVC DB 120 - AMARILLO Ø=4" INCLUYE ACCESORIOS M 8.28 8.29 8.36 8.39 8.42 8.33 8.31 8.37 8.41 8.29 8.3 8.28 8.34 8.41 8.35 8.3 8.39 8.39 8.34 8.36 8.37 8.42 8.41 8.46 8.41 8.38 8.29 8.3529 3 34 CANALIZACION CON TUBERIA PVC DB 60 - NARANJA Ø=2" INCLUYE ACCESORIOS M 2.53 2.53 2.55 2.56 2.57 2.54 2.54 2.55 2.57 2.53 2.53 2.53 2.55 2.57 2.55 2.53 2.56 2.56 2.55 2.55 2.56 2.57 2.57 2.58 2.57 2.56 2.53 2.5529 3 35 CANALIZACION CON TUBERIA PVC DB 60 - NARANJA Ø=3" INCLUYE ACCESORIOS M 1 1 1.01 1.01 1.01 1 1 1.01 1.01 1 1 1 1 1.01 1 1 1.01 1.01 1 1.01 1.01 1.01 1.01 1.02 1.01 1.01 1 129 3 36 CANALIZACION CON TUBERIA PVC DB 60 - NARANJA Ø=4" INCLUYE ACCESORIOS M 6.67 6.68 6.73 6.76 6.79 6.71 6.7 6.74 6.78 6.68 6.69 6.67 6.72 6.78 6.73 6.69 6.76 6.76 6.72 6.73 6.75 6.78 6.77 6.82 6.78 6.75 6.68 6.7329 3 37 CANALIZACION CON TUBERIA PVC PARA USO ELECTRICO Ø=1/2" INCLUYE ACCESORIOS M 0.55 0.55 0.56 0.56 0.56 0.56 0.55 0.56 0.56 0.55 0.55 0.55 0.56 0.56 0.56 0.55 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.55 0.5629 3 38 CANALIZACION CON TUBERIA PVC PARA USO ELECTRICO Ø=¾" INCLUYE ACCESORIOS M 0.77 0.77 0.78 0.78 0.79 0.78 0.78 0.78 0.79 0.77 0.78 0.77 0.78 0.79 0.78 0.78 0.78 0.78 0.78 0.78 0.78 0.79 0.78 0.79 0.79 0.78 0.77 0.7829 3 39 CANALIZACION CON TUBERIA PVC PARA USO ELECTRICO Ø=1" INCLUYE ACCESORIOS M 0.99 0.99 1 1 1.01 0.99 0.99 1 1 0.99 0.99 0.99 1 1 1 0.99 1 1 1 1 1 1 1 1.01 1 1 0.99 129 3 40 CANALIZACION CON TUBERIA PVC PARA USO ELECTRICO Ø=1¼" INCLUYE ACCESORIOS M 1.41 1.41 1.42 1.43 1.43 1.42 1.41 1.42 1.43 1.41 1.41 1.41 1.42 1.43 1.42 1.41 1.43 1.43 1.42 1.42 1.42 1.43 1.43 1.44 1.43 1.42 1.41 1.4229 3 41 CANALIZACION CON TUBERIA PVC PARA USO ELECTRICO Ø=1½" INCLUYE ACCESORIOS M 1.49 1.49 1.51 1.51 1.52 1.5 1.5 1.51 1.52 1.49 1.5 1.49 1.5 1.52 1.5 1.5 1.51 1.51 1.5 1.51 1.51 1.52 1.51 1.52 1.52 1.51 1.49 1.529 3 42 CORAZA GALVANIZADA Ø=1/2" PIE 1.19 1.2 1.21 1.21 1.22 1.2 1.2 1.21 1.21 1.2 1.2 1.19 1.2 1.21 1.21 1.2 1.21 1.21 1.2 1.21 1.21 1.21 1.21 1.22 1.21 1.21 1.2 1.2129 3 43 CORAZA GALVANIZADA Ø=3/4" PIE 1.38 1.39 1.4 1.4 1.41 1.39 1.39 1.4 1.41 1.39 1.39 1.38 1.4 1.41 1.4 1.39 1.4 1.4 1.39 1.4 1.4 1.41 1.41 1.41 1.41 1.4 1.39 1.429 3 44 CORAZA GALVANIZADA Ø=1" PIE 1.23 1.24 1.25 1.25 1.26 1.24 1.24 1.25 1.25 1.24 1.24 1.23 1.24 1.25 1.25 1.24 1.25 1.25 1.24 1.25 1.25 1.26 1.25 1.26 1.25 1.25 1.24 1.2529 3 45 CORAZA GALVANIZADA Ø=1¼" PIE 1.58 1.59 1.6 1.61 1.61 1.59 1.59 1.6 1.61 1.59 1.59 1.58 1.6 1.61 1.6 1.59 1.61 1.61 1.6 1.6 1.6 1.61 1.61 1.62 1.61 1.6 1.59 1.629 3 46 CORAZA GALVANIZADA Ø=1½" PIE 2.86 2.86 2.89 2.9 2.91 2.88 2.87 2.89 2.91 2.86 2.87 2.86 2.88 2.9 2.88 2.87 2.9 2.9 2.88 2.89 2.89 2.91 2.9 2.92 2.91 2.89 2.86 2.8929 3 47 CORAZA GALVANIZADA Ø=2" PIE 2.82 2.83 2.85 2.86 2.87 2.84 2.84 2.86 2.87 2.83 2.83 2.82 2.85 2.87 2.85 2.83 2.86 2.86 2.85 2.85 2.86 2.87 2.87 2.89 2.87 2.86 2.83 2.8529 3 48 CORAZA GALVANIZADA Ø=2½" PIE 4.17 4.18 4.21 4.23 4.25 4.2 4.19 4.22 4.24 4.18 4.19 4.17 4.21 4.24 4.21 4.19 4.23 4.23 4.21 4.21 4.22 4.24 4.24 4.27 4.24 4.22 4.18 4.2129 3 49 CORAZA GALVANIZADA Ø= 3" PIE 6.06 6.07 6.12 6.14 6.17 6.09 6.08 6.13 6.16 6.07 6.08 6.06 6.11 6.16 6.11 6.08 6.14 6.14 6.1 6.12 6.13 6.16 6.15 6.19 6.16 6.13 6.07 6.1129 3 50 CORAZA GALVANIZADA Ø= 4" PIE 10.58 10.6 10.68 10.72 10.77 10.64 10.62 10.7 10.75 10.59 10.61 10.58 10.66 10.75 10.67 10.61 10.72 10.73 10.66 10.68 10.7 10.76 10.74 10.81 10.75 10.7 10.6 10.6829 3 51 CORAZA FLEXIBLE LT Ø= 1/2" PIE 1.7 1.71 1.72 1.73 1.73 1.71 1.71 1.72 1.73 1.71 1.71 1.7 1.72 1.73 1.72 1.71 1.73 1.73 1.72 1.72 1.72 1.73 1.73 1.74 1.73 1.72 1.71 1.7229 3 52 CORAZA FLEXIBLE LT Ø= 3/4" PIE 1.9 1.91 1.92 1.93 1.94 1.92 1.91 1.93 1.94 1.91 1.91 1.9 1.92 1.93 1.92 1.91 1.93 1.93 1.92 1.92 1.93 1.94 1.93 1.95 1.94 1.93 1.91 1.9229 3 53 CORAZA FLEXIBLE LT Ø= 1" PIE 3.13 3.14 3.16 3.18 3.19 3.15 3.15 3.17 3.19 3.14 3.14 3.13 3.16 3.18 3.16 3.14 3.18 3.18 3.16 3.16 3.17 3.19 3.18 3.2 3.19 3.17 3.14 3.1629 3 54 CORAZA FLEXIBLE LT Ø= 1¼" PIE 3.87 3.88 3.91 3.93 3.94 3.9 3.89 3.92 3.94 3.88 3.89 3.87 3.9 3.94 3.91 3.89 3.93 3.93 3.9 3.91 3.92 3.94 3.93 3.96 3.94 3.92 3.88 3.9129 3 55 CORAZA FLEXIBLE LT Ø= 1½" PIE 3.29 3.3 3.33 3.34 3.35 3.31 3.31 3.33 3.35 3.3 3.3 3.29 3.32 3.35 3.32 3.31 3.34 3.34 3.32 3.33 3.33 3.35 3.35 3.37 3.35 3.33 3.3 3.3229 3 56 CORAZA FLEXIBLE LT Ø= 2" PIE 3.84 3.85 3.88 3.9 3.91 3.87 3.86 3.89 3.91 3.85 3.86 3.84 3.87 3.91 3.88 3.86 3.9 3.9 3.87 3.88 3.89 3.91 3.9 3.93 3.91 3.89 3.85 3.8829 3 57 CORAZA FLEXIBLE LT Ø= 2½" PIE 7.39 7.41 7.47 7.5 7.52 7.44 7.42 7.48 7.52 7.4 7.42 7.39 7.45 7.51 7.46 7.42 7.49 7.5 7.45 7.47 7.48 7.52 7.51 7.56 7.51 7.48 7.41 7.4629 3 58 CORAZA FLEXIBLE LT Ø= 3" PIE 10.19 10.21 10.29 10.33 10.37 10.25 10.23 10.3 10.36 10.2 10.22 10.19 10.27 10.35 10.28 10.22 10.32 10.33 10.27 10.29 10.31 10.36 10.35 10.41 10.35 10.31 10.21 10.2829 3 59 CORAZA FLEXIBLE LT Ø= 4" PIE 12.25 12.27 12.37 12.42 12.46 12.32 12.3 12.39 12.45 12.26 12.29 12.25 12.34 12.44 12.36 12.29 12.41 12.42 12.34 12.37 12.39 12.45 12.44 12.52 12.45 12.39 12.27 12.3629 3 60 CONECTOR RECTO GALVANIZADO Ø=½" U 0.64 0.64 0.64 0.65 0.65 0.64 0.64 0.65 0.65 0.64 0.64 0.64 0.64 0.65 0.64 0.64 0.65 0.65 0.64 0.64 0.65 0.65 0.65 0.65 0.65 0.65 0.64 0.6429 3 61 CONECTOR RECTO GALVANIZADO Ø=¾" U 1.6 1.6 1.61 1.62 1.62 1.61 1.6 1.61 1.62 1.6 1.6 1.6 1.61 1.62 1.61 1.6 1.62 1.62 1.61 1.61 1.62 1.62 1.62 1.63 1.62 1.62 1.6 1.6129 3 62 CONECTOR RECTO GALVANIZADO Ø= 1" U 2.25 2.25 2.27 2.28 2.29 2.26 2.26 2.27 2.28 2.25 2.25 2.25 2.26 2.28 2.27 2.25 2.28 2.28 2.26 2.27 2.27 2.28 2.28 2.3 2.28 2.27 2.25 2.2729 3 63 CONECTOR RECTO GALVANIZADO Ø= 1¼" U 3.05 3.05 3.08 3.09 3.1 3.07 3.06 3.08 3.1 3.05 3.06 3.05 3.07 3.1 3.08 3.06 3.09 3.09 3.07 3.08 3.08 3.1 3.1 3.12 3.1 3.09 3.06 3.0829 3 64 CONECTOR RECTO GALVANIZADO Ø= 1½" U 3.78 3.79 3.82 3.83 3.85 3.8 3.79 3.82 3.84 3.78 3.79 3.78 3.81 3.84 3.81 3.79 3.83 3.83 3.81 3.82 3.82 3.84 3.84 3.86 3.84 3.82 3.79 3.8129 3 65 CONECTOR RECTO GALVANIZADO Ø= 2" U 4.6 4.61 4.64 4.66 4.68 4.63 4.62 4.65 4.67 4.6 4.61 4.6 4.63 4.67 4.64 4.61 4.66 4.66 4.63 4.64 4.65 4.68 4.67 4.7 4.67 4.65 4.61 4.6429 3 66 CONECTOR RECTO GALVANIZADO Ø= 2½" U 10.88 10.9 10.99 11.03 11.07 10.95 10.93 11 11.06 10.9 10.92 10.88 10.97 11.06 10.98 10.92 11.03 11.04 10.96 10.99 11.01 11.06 11.05 11.12 11.06 11.01 10.9 10.9829 3 67 CONECTOR RECTO GALVANIZADO Ø= 3" U 11.28 11.31 11.39 11.44 11.48 11.35 11.33 11.41 11.47 11.3 11.32 11.28 11.37 11.46 11.39 11.32 11.43 11.44 11.37 11.39 11.42 11.47 11.46 11.53 11.47 11.42 11.31 11.3929 3 68 CONECTOR RECTO GALVANIZADO Ø= 4" U 31.26 31.32 31.56 31.69 31.81 31.45 31.39 31.61 31.78 31.31 31.36 31.26 31.51 31.76 31.55 31.36 31.68 31.71 31.5 31.57 31.63 31.79 31.75 31.95 31.77 31.64 31.33 31.5529 3 69 CONECTOR CURVO GALVANIZADO Ø=½" U 1.85 1.85 1.86 1.87 1.88 1.86 1.85 1.87 1.88 1.85 1.85 1.85 1.86 1.88 1.86 1.85 1.87 1.87 1.86 1.86 1.87 1.88 1.88 1.89 1.88 1.87 1.85 1.8629 3 70 CONECTOR CURVO GALVANIZADO Ø=¾" U 2.57 2.57 2.59 2.6 2.61 2.58 2.58 2.6 2.61 2.57 2.57 2.57 2.59 2.61 2.59 2.57 2.6 2.6 2.59 2.59 2.6 2.61 2.61 2.62 2.61 2.6 2.57 2.5929 3 71 CONECTOR CURVO GALVANIZADO Ø= 1" U 4.2 4.2 4.24 4.25 4.27 4.22 4.21 4.24 4.27 4.2 4.21 4.2 4.23 4.26 4.23 4.21 4.25 4.26 4.23 4.24 4.25 4.27 4.26 4.29 4.26 4.25 4.21 4.2329 3 72 CONECTOR CURVO GALVANIZADO Ø= 1¼" U 4.8 4.81 4.85 4.86 4.88 4.83 4.82 4.85 4.88 4.81 4.81 4.8 4.84 4.88 4.84 4.81 4.86 4.87 4.83 4.85 4.86 4.88 4.87 4.9 4.88 4.86 4.81 4.8429 3 73 CONECTOR CURVO GALVANIZADO Ø= 1½" U 9.16 9.18 9.25 9.28 9.32 9.21 9.2 9.26 9.31 9.17 9.19 9.16 9.23 9.3 9.24 9.19 9.28 9.29 9.23 9.25 9.27 9.31 9.3 9.36 9.31 9.27 9.18 9.2429 3 74 CONECTOR CURVO GALVANIZADO Ø= 2" U 14.32 14.34 14.46 14.52 14.57 14.4 14.38 14.48 14.55 14.34 14.36 14.32 14.43 14.55 14.45 14.36 14.51 14.52 14.43 14.46 14.49 14.56 14.54 14.63 14.55 14.49 14.35 14.4529 3 75 CONECTOR CURVO GALVANIZADO Ø= 2½" U 27.6 27.65 27.87 27.98 28.09 27.77 27.72 27.91 28.06 27.64 27.69 27.6 27.82 28.04 27.85 27.69 27.97 27.99 27.81 27.87 27.93 28.06 28.03 28.21 28.05 27.93 27.66 27.8529 3 76 CONECTOR CURVO GALVANIZADO Ø= 3" U 38.01 38.08 38.38 38.54 38.68 38.24 38.17 38.44 38.64 38.06 38.13 38.01 38.31 38.62 38.36 38.14 38.52 38.55 38.3 38.38 38.46 38.65 38.61 38.85 38.63 38.47 38.09 38.3629 3 77 CONECTOR CURVO GALVANIZADO Ø= 4" U 54.25 54.35 54.78 55 55.21 54.57 54.48 54.86 55.14 54.33 54.42 54.25 54.68 55.12 54.74 54.43 54.97 55.02 54.66 54.78 54.89 55.16 55.1 55.44 55.13 54.9 54.37 54.7529 3 78 CONECTOR RECTO LT Ø= ½" U 1.25 1.25 1.26 1.26 1.27 1.25 1.25 1.26 1.27 1.25 1.25 1.25 1.26 1.27 1.26 1.25 1.26 1.26 1.26 1.26 1.26 1.27 1.27 1.27 1.27 1.26 1.25 1.2629 3 79 CONECTOR RECTO LT Ø= ¾" U 1.56 1.56 1.57 1.58 1.58 1.57 1.56 1.57 1.58 1.56 1.56 1.56 1.57 1.58 1.57 1.56 1.58 1.58 1.57 1.57 1.57 1.58 1.58 1.59 1.58 1.58 1.56 1.5729 3 80 CONECTOR RECTO LT Ø= 1" U 2.22 2.22 2.24 2.25 2.26 2.23 2.23 2.24 2.25 2.22 2.22 2.22 2.23 2.25 2.24 2.22 2.25 2.25 2.23 2.24 2.24 2.25 2.25 2.27 2.25 2.24 2.22 2.2429 3 81 CONECTOR RECTO LT Ø= 1¼" U 3.38 3.38 3.41 3.43 3.44 3.4 3.39 3.42 3.43 3.38 3.39 3.38 3.41 3.43 3.41 3.39 3.42 3.43 3.4 3.41 3.42 3.44 3.43 3.45 3.43 3.42 3.39 3.4129 3 82 CONECTOR RECTO LT Ø= 1½" U 4.03 4.04 4.07 4.08 4.1 4.05 4.05 4.07 4.09 4.03 4.04 4.03 4.06 4.09 4.07 4.04 4.08 4.09 4.06 4.07 4.08 4.1 4.09 4.12 4.09 4.08 4.04 4.0729 3 83 CONECTOR RECTO LT Ø= 2" U 4.68 4.69 4.72 4.74 4.76 4.71 4.7 4.73 4.76 4.69 4.69 4.68 4.72 4.75 4.72 4.69 4.74 4.74 4.71 4.72 4.73 4.76 4.75 4.78 4.75 4.73 4.69 4.7229 3 84 CONECTOR RECTO LT Ø= 2½" U 17.18 17.21 17.35 17.42 17.48 17.28 17.25 17.37 17.46 17.2 17.24 17.18 17.32 17.46 17.34 17.24 17.41 17.42 17.31 17.35 17.38 17.47 17.45 17.56 17.46 17.39 17.22 17.3429 3 85 CONECTOR RECTO LT Ø= 3" U 19.8 19.84 19.99 20.08 20.15 19.92 19.89 20.03 20.13 19.83 19.87 19.8 19.96 20.12 19.98 19.87 20.07 20.08 19.95 20 20.04 20.14 20.11 20.24 20.13 20.04 19.85 19.9829 3 86 CONECTOR RECTO LT Ø= 4" U 29.91 29.97 30.2 30.32 30.44 30.09 30.04 30.25 30.41 29.95 30.01 29.91 30.15 30.39 30.18 30.01 30.31 30.34 30.14 30.2 30.26 30.41 30.38 30.57 30.4 30.27 29.98 30.1929 3 87 CONECTOR CURVO LT Ø= ½" U 2.09 2.09 2.11 2.12 2.12 2.1 2.1 2.11 2.12 2.09 2.09 2.09 2.1 2.12 2.11 2.09 2.11 2.12 2.1 2.11 2.11 2.12 2.12 2.13 2.12 2.11 2.09 2.1129 3 88 CONECTOR CURVO LT Ø= ¾" U 2.63 2.63 2.65 2.66 2.67 2.64 2.64 2.66 2.67 2.63 2.63 2.63 2.65 2.67 2.65 2.63 2.66 2.66 2.65 2.65 2.66 2.67 2.67 2.68 2.67 2.66 2.63 2.6529 3 89 CONECTOR CURVO LT Ø= 1" U 4.7 4.71 4.74 4.76 4.78 4.72 4.72 4.75 4.77 4.7 4.71 4.7 4.73 4.77 4.74 4.71 4.76 4.76 4.73 4.74 4.75 4.78 4.77 4.8 4.77 4.75 4.71 4.7429 3 90 CONECTOR CURVO LT Ø= 1¼" U 7.11 7.12 7.18 7.21 7.23 7.15 7.14 7.19 7.23 7.12 7.13 7.11 7.16 7.22 7.17 7.13 7.2 7.21 7.16 7.18 7.19 7.23 7.22 7.26 7.22 7.19 7.12 7.1729 3 91 CONECTOR CURVO LT Ø= 1¼" U 10.91 10.93 11.01 11.06 11.1 10.97 10.95 11.03 11.09 10.92 10.94 10.91 10.99 11.08 11.01 10.94 11.05 11.06 10.99 11.01 11.04 11.09 11.08 11.15 11.09 11.04 10.93 11.0129 3 92 CONECTOR CURVO LT Ø= 2" U 15.49 15.52 15.64 15.7 15.76 15.58 15.55 15.66 15.74 15.51 15.54 15.49 15.61 15.74 15.63 15.54 15.69 15.71 15.61 15.64 15.67 15.75 15.73 15.83 15.74 15.67 15.52 15.6329 3 93 CONECTOR CURVO LT Ø= 2½" U 27.53 27.58 27.8 27.91 28.02 27.69 27.65 27.84 27.98 27.57 27.62 27.53 27.75 27.97 27.78 27.62 27.9 27.92 27.74 27.8 27.85 27.99 27.96 28.14 27.98 27.86 27.59 27.7829 3 94 CONECTOR CURVO LT Ø= 3" U 36.27 36.34 36.62 36.77 36.91 36.49 36.42 36.68 36.87 36.32 36.39 36.27 36.56 36.85 36.6 36.39 36.75 36.79 36.55 36.63 36.7 36.88 36.84 37.07 36.86 36.71 36.35 36.629 3 95 CONECTOR CURVO LT Ø= 4" U 49.62 49.71 50.1 50.3 50.5 49.92 49.83 50.18 50.44 49.69 49.78 49.62 50.01 50.41 50.07 49.78 50.28 50.32 50 50.11 50.21 50.45 50.4 50.71 50.43 50.21 49.73 50.0829 3 96 CUERPO CONDUIT LB LL LR O LF Ø=½" U 2.75 2.75 2.78 2.79 2.8 2.77 2.76 2.78 2.79 2.75 2.76 2.75 2.77 2.79 2.77 2.76 2.79 2.79 2.77 2.78 2.78 2.79 2.79 2.81 2.79 2.78 2.75 2.7729 3 97 CUERPO CONDUIT LB LL LR O LF Ø= ¾" U 2.58 2.58 2.6 2.61 2.62 2.59 2.59 2.61 2.62 2.58 2.59 2.58 2.6 2.62 2.6 2.59 2.61 2.62 2.6 2.6 2.61 2.62 2.62 2.64 2.62 2.61 2.58 2.629 3 98 CUERPO CONDUIT LB LL LR O LF Ø= 1" U 3.68 3.69 3.71 3.73 3.74 3.7 3.69 3.72 3.74 3.68 3.69 3.68 3.71 3.74 3.71 3.69 3.73 3.73 3.71 3.71 3.72 3.74 3.74 3.76 3.74 3.72 3.69 3.7129 3 99 CUERPO CONDUIT LB LL LR O LF Ø= 1¼" U 6.31 6.32 6.37 6.4 6.42 6.35 6.34 6.38 6.41 6.32 6.33 6.31 6.36 6.41 6.37 6.33 6.39 6.4 6.36 6.37 6.39 6.42 6.41 6.45 6.41 6.39 6.32 6.3729 3 100 CUERPO CONDUIT LB LL LR O LF Ø= 1½" U 0.87 0.88 0.88 0.89 0.89 0.88 0.88 0.88 0.89 0.87 0.88 0.87 0.88 0.89 0.88 0.88 0.89 0.89 0.88 0.88 0.88 0.89 0.89 0.89 0.89 0.88 0.88 0.8829 3 101 CUERPO CONDUIT LB LL LR O LF Ø= 2" U 13.67 13.7 13.8 13.86 13.91 13.75 13.73 13.83 13.9 13.69 13.71 13.67 13.78 13.89 13.8 13.72 13.85 13.86 13.77 13.8 13.83 13.9 13.89 13.97 13.89 13.83 13.7 13.829 3 102 CUERPO CONDUIT LB LL LR O LF Ø= 2½" U 28.99 29.04 29.27 29.39 29.5 29.16 29.11 29.32 29.47 29.03 29.08 28.99 29.22 29.45 29.25 29.09 29.38 29.4 29.21 29.27 29.33 29.48 29.44 29.63 29.46 29.34 29.05 29.2629 3 103 CUERPO CONDUIT LB LL LR O LF Ø= 3" U 36.75 36.82 37.11 37.26 37.4 36.97 36.91 37.17 37.36 36.8 36.87 36.75 37.04 37.34 37.09 36.87 37.24 37.27 37.03 37.11 37.18 37.37 37.33 37.56 37.35 37.19 36.83 37.0929 3 104 CUERPO CONDUIT LB LL LR O LF Ø= 4" U 53.08 53.18 53.59 53.81 54.02 53.4 53.3 53.68 53.96 53.15 53.25 53.08 53.5 53.93 53.56 53.25 53.79 53.83 53.48 53.6 53.71 53.97 53.91 54.25 53.94 53.72 53.2 53.5729 3 105 CAJA OCTAGONAL 4" FONDO SENCILLO CON TAPADERA U 3.69 3.7 3.72 3.74 3.75 3.71 3.7 3.73 3.75 3.69 3.7 3.69 3.72 3.75 3.72 3.7 3.74 3.74 3.72 3.72 3.73 3.75 3.75 3.77 3.75 3.73 3.7 3.7229 3 106 CAJA CUADRADA 4x4 DOBLE FONDO CON TAPADERA TIPO PESADA U 3.48 3.49 3.51 3.53 3.54 3.5 3.49 3.52 3.54 3.48 3.49 3.48 3.51 3.53 3.51 3.49 3.52 3.53 3.5 3.51 3.52 3.54 3.53 3.56 3.54 3.52 3.49 3.5129 3 107 CAJA CUADRADA 4x4" FONDO SENCILLO CON TAPADERA U 2.85 2.85 2.88 2.89 2.9 2.87 2.86 2.88 2.9 2.85 2.86 2.85 2.87 2.89 2.87 2.86 2.89 2.89 2.87 2.88 2.88 2.9 2.89 2.91 2.9 2.88 2.86 2.8829 3 108 CAJA CUADRADA 5x5" DOBLE FONDO CON TAPADERA TIPO PESADA U 4.22 4.23 4.26 4.28 4.29 4.24 4.24 4.27 4.29 4.22 4.23 4.22 4.25 4.29 4.26 4.23 4.27 4.28 4.25 4.26 4.27 4.29 4.29 4.31 4.29 4.27 4.23 4.2629 3 109 CAJA DE REGISTRO 8X6x4" U 4.23 4.24 4.27 4.29 4.3 4.25 4.25 4.28 4.3 4.23 4.24 4.23 4.26 4.3 4.27 4.24 4.28 4.29 4.26 4.27 4.28 4.3 4.3 4.32 4.3 4.28 4.24 4.2729 3 110 CAJA DE REGISTRO 12X8x4" U 6.99 7 7.06 7.08 7.11 7.03 7.02 7.07 7.1 7 7.01 6.99 7.04 7.1 7.05 7.01 7.08 7.09 7.04 7.06 7.07 7.11 7.1 7.14 7.1 7.07 7 7.0529 3 111 CAJA DE REGISTRO 4X6x12" U 6.12 6.13 6.18 6.2 6.23 6.16 6.14 6.19 6.22 6.13 6.14 6.12 6.17 6.22 6.17 6.14 6.2 6.2 6.16 6.18 6.19 6.22 6.21 6.25 6.22 6.19 6.13 6.1729 3 112 CAJA DE REGISTRO 6X12x18" U 14.07 14.09 14.2 14.26 14.32 14.15 14.13 14.23 14.3 14.09 14.11 14.07 14.18 14.29 14.2 14.11 14.25 14.27 14.17 14.21 14.23 14.3 14.29 14.38 14.3 14.24 14.1 14.229 3 113 CAJA DE REGISTRO 6X8x12" U 6.97 6.98 7.04 7.06 7.09 7.01 7 7.05 7.08 6.98 6.99 6.97 7.02 7.08 7.03 6.99 7.06 7.07 7.02 7.04 7.05 7.09 7.08 7.12 7.08 7.05 6.98 7.0329 3 114 CUERPO TERMINAL Ø=½" U 1.16 1.16 1.17 1.18 1.18 1.17 1.16 1.17 1.18 1.16 1.16 1.16 1.17 1.18 1.17 1.16 1.17 1.18 1.17 1.17 1.17 1.18 1.18 1.18 1.18 1.17 1.16 1.1729 3 115 CUERPO TERMINAL Ø=¾" U 1.25 1.26 1.27 1.27 1.28 1.26 1.26 1.27 1.28 1.26 1.26 1.25 1.26 1.27 1.27 1.26 1.27 1.27 1.26 1.27 1.27 1.28 1.27 1.28 1.27 1.27 1.26 1.2729 3 116 CUERPO TERMINAL Ø= 1" U 2.88 2.88 2.91 2.92 2.93 2.9 2.89 2.91 2.93 2.88 2.89 2.88 2.9 2.92 2.91 2.89 2.92 2.92 2.9 2.91 2.91 2.93 2.92 2.94 2.93 2.91 2.88 2.9129 3 117 CUERPO TERMINAL Ø= 1¼" U 2.9 2.9 2.93 2.94 2.95 2.92 2.91 2.93 2.95 2.9 2.91 2.9 2.92 2.95 2.93 2.91 2.94 2.94 2.92 2.93 2.93 2.95 2.94 2.96 2.95 2.93 2.9 2.9329 3 118 CUERPO TERMINAL Ø= 1½" U 4.11 4.12 4.15 4.17 4.18 4.13 4.13 4.15 4.18 4.11 4.12 4.11 4.14 4.17 4.15 4.12 4.16 4.17 4.14 4.15 4.16 4.18 4.17 4.2 4.18 4.16 4.12 4.1529 3 119 CUERPO TERMINAL Ø= 2" U 7.05 7.06 7.12 7.15 7.17 7.09 7.08 7.13 7.16 7.06 7.07 7.05 7.1 7.16 7.11 7.07 7.14 7.15 7.1 7.12 7.13 7.17 7.16 7.2 7.16 7.13 7.06 7.1129 3 120 CUERPO TERMINAL Ø= 2½" U 18.52 18.55 18.7 18.77 18.84 18.63 18.59 18.73 18.82 18.54 18.58 18.52 18.66 18.81 18.69 18.58 18.76 18.78 18.66 18.7 18.74 18.83 18.81 18.92 18.82 18.74 18.56 18.6929 3 121 CUERPO TERMINAL Ø= 3" U 23.22 23.26 23.44 23.54 23.63 23.36 23.31 23.48 23.6 23.25 23.29 23.22 23.4 23.59 23.43 23.29 23.53 23.55 23.39 23.44 23.49 23.61 23.58 23.73 23.6 23.5 23.27 23.4329 3 122 CUERPO TERMINAL Ø= 4" U 26.64 26.69 26.89 27 27.11 26.8 26.75 26.94 27.08 26.67 26.72 26.64 26.85 27.06 26.88 26.72 26.99 27.01 26.84 26.9 26.95 27.08 27.05 27.22 27.07 26.96 26.69 26.8829 3 123 SALIDA DE LUZ U 23.16 23.2 23.38 23.48 23.57 23.3 23.26 23.42 23.54 23.19 23.23 23.16 23.34 23.53 23.37 23.24 23.47 23.49 23.34 23.39 23.43 23.55 23.52 23.67 23.54 23.44 23.21 23.37

29 3 124 SALIDA DE INTERRUPTOR SENCILLO U 14.26 14.29 14.4 14.46 14.51 14.35 14.32 14.42 14.5 14.28 14.31 14.26 14.37 14.49 14.39 14.31 14.45 14.46 14.37 14.4 14.43 14.5 14.49 14.57 14.49 14.43 14.29 14.3929 3 125 SALIDA DE INTERRUPTOR DOBLE U 16.66 16.69 16.82 16.89 16.96 16.76 16.73 16.85 16.94 16.68 16.71 16.66 16.79 16.93 16.81 16.72 16.88 16.9 16.79 16.82 16.86 16.94 16.92 17.03 16.93 16.86 16.7 16.8129 3 126 SALIDA DE INTERRUPTOR TRIPLE U 19.06 19.1 19.25 19.32 19.4 19.18 19.14 19.28 19.37 19.09 19.12 19.06 19.21 19.37 19.23 19.12 19.32 19.33 19.21 19.25 19.29 19.38 19.36 19.48 19.37 19.29 19.1 19.2429 3 127 SALIDA DE TOMACORRIENTE DOBLE POLARIZADO U 27.94 27.99 28.2 28.32 28.43 28.1 28.05 28.25 28.39 27.97 28.02 27.94 28.15 28.38 28.19 28.03 28.31 28.33 28.15 28.21 28.26 28.4 28.37 28.55 28.39 28.27 28 28.1929 3 128 SALIDA DE INTERRUPTOR DE CAMBIO U 17.5 17.53 17.67 17.74 17.8 17.6 17.57 17.69 17.78 17.52 17.55 17.5 17.63 17.78 17.65 17.55 17.73 17.74 17.63 17.67 17.7 17.79 17.77 17.88 17.78 17.71 17.53 17.6629 3 129 SALIDA DE INTERRUPTOR DE 4 VIAS U 19.9 19.93 20.09 20.17 20.25 20.02 19.98 20.12 20.22 19.92 19.96 19.9 20.05 20.21 20.08 19.96 20.16 20.18 20.05 20.09 20.13 20.23 20.21 20.33 20.22 20.13 19.94 20.0829 3 130 SALIDA DE TOMACORRIENTE GFCI O GRADO HOSPITALARIO U 27.94 27.99 28.2 28.32 28.43 28.1 28.05 28.25 28.39 27.97 28.02 27.94 28.15 28.38 28.19 28.03 28.31 28.33 28.15 28.21 28.26 28.4 28.37 28.55 28.39 28.27 28 28.1929 3 132 CORTE EN PARED O PISO PARA CANALIZACIONES ELECTRICAS INCLUYE RESANADO M 3.75 3.76 3.79 3.8 3.82 3.77 3.76 3.79 3.81 3.75 3.76 3.75 3.78 3.81 3.78 3.76 3.8 3.8 3.78 3.79 3.79 3.81 3.81 3.83 3.81 3.79 3.76 3.7829 3 133 Caja nema 4 de 4"x4" U 5.54 5.55 5.59 5.62 5.64 5.57 5.56 5.6 5.63 5.55 5.56 5.54 5.58 5.63 5.59 5.56 5.61 5.62 5.58 5.6 5.61 5.63 5.63 5.66 5.63 5.61 5.55 5.5929 4 1 ALAMBRE THHN / THWN ALAMBRE #14 M 0.59 0.59 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.59 0.59 0.59 0.6 0.6 0.6 0.59 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.61 0.6 0.6 0.59 0.629 4 2 ALAMBRE THHN / THWN ALAMBRE #12 M 0.76 0.76 0.76 0.77 0.77 0.76 0.76 0.77 0.77 0.76 0.76 0.76 0.76 0.77 0.76 0.76 0.77 0.77 0.76 0.76 0.77 0.77 0.77 0.77 0.77 0.77 0.76 0.7629 4 3 ALAMBRE THHN / THWN ALAMBRE #10 M 1.01 1.01 1.02 1.02 1.02 1.01 1.01 1.02 1.02 1.01 1.01 1.01 1.01 1.02 1.02 1.01 1.02 1.02 1.01 1.02 1.02 1.02 1.02 1.03 1.02 1.02 1.01 1.0229 4 4 CABLE THHN / THWN #14 M 0.6 0.6 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.6 0.6 0.6 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.61 0.62 0.61 0.61 0.6 0.6129 4 5 CABLE THHN / THWN #12 M 0.78 0.78 0.78 0.79 0.79 0.78 0.78 0.79 0.79 0.78 0.78 0.78 0.78 0.79 0.78 0.78 0.79 0.79 0.78 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.78 0.7829 4 6 CABLE THHN / THWN #10 M 1 1 1.01 1.01 1.01 1 1 1.01 1.01 1 1 1 1 1.01 1.01 1 1.01 1.01 1 1.01 1.01 1.01 1.01 1.02 1.01 1.01 1 1.0129 4 7 CABLE THHN / THWN #8 M 1.39 1.39 1.4 1.41 1.41 1.39 1.39 1.4 1.41 1.39 1.39 1.39 1.4 1.41 1.4 1.39 1.4 1.41 1.4 1.4 1.4 1.41 1.41 1.42 1.41 1.4 1.39 1.429 4 8 CABLE THHN / THWN #6 M 1.98 1.98 2 2.01 2.01 1.99 1.99 2 2.01 1.98 1.99 1.98 1.99 2.01 2 1.99 2.01 2.01 1.99 2 2 2.01 2.01 2.02 2.01 2 1.98 229 4 9 CABLE THHN / THWN #4 M 2.96 2.96 2.99 3 3.01 2.98 2.97 2.99 3.01 2.96 2.97 2.96 2.98 3.01 2.99 2.97 3 3 2.98 2.99 2.99 3.01 3.01 3.02 3.01 2.99 2.97 2.9929 4 10 CABLE THHN / THWN #2 M 4.5 4.51 4.54 4.56 4.58 4.53 4.52 4.55 4.57 4.51 4.51 4.5 4.53 4.57 4.54 4.51 4.56 4.56 4.53 4.54 4.55 4.57 4.57 4.6 4.57 4.55 4.51 4.5429 4 11 CABLE THHN / THWN #1/0 M 7.17 7.19 7.24 7.27 7.3 7.22 7.2 7.25 7.29 7.18 7.19 7.17 7.23 7.29 7.24 7.2 7.27 7.27 7.23 7.24 7.26 7.29 7.28 7.33 7.29 7.26 7.19 7.2429 4 12 CABLE THHN / THWN #2/0 M 8.77 8.79 8.86 8.89 8.93 8.82 8.81 8.87 8.92 8.78 8.8 8.77 8.84 8.91 8.85 8.8 8.89 8.9 8.84 8.86 8.88 8.92 8.91 8.96 8.91 8.88 8.79 8.8529 4 13 CABLE THHN / THWN #3/0 M 5.35 5.36 5.4 5.42 5.44 5.38 5.37 5.41 5.43 5.35 5.36 5.35 5.39 5.43 5.39 5.36 5.42 5.42 5.39 5.4 5.41 5.44 5.43 5.46 5.43 5.41 5.36 5.429 4 14 CABLE THHN / THWN #4/0 M 11.93 11.95 12.04 12.09 12.14 12 11.98 12.06 12.12 11.94 11.96 11.93 12.02 12.12 12.04 11.97 12.09 12.1 12.02 12.04 12.07 12.13 12.11 12.19 12.12 12.07 11.95 12.0429 4 15 CABLE THHN 250 MCM M 15.52 15.55 15.67 15.74 15.8 15.61 15.59 15.7 15.78 15.54 15.57 15.52 15.64 15.77 15.66 15.57 15.73 15.74 15.64 15.67 15.7 15.78 15.76 15.86 15.77 15.71 15.55 15.6629 4 16 CABLE THHN 350 MCM M 22.44 22.48 22.65 22.74 22.83 22.57 22.53 22.69 22.81 22.47 22.51 22.44 22.61 22.79 22.64 22.51 22.73 22.75 22.61 22.65 22.7 22.81 22.79 22.93 22.8 22.7 22.48 22.6429 4 17 CABLE THHN 500 MCM M 29.71 29.76 29.99 30.11 30.23 29.88 29.83 30.04 30.19 29.75 29.8 29.71 29.94 30.18 29.97 29.8 30.1 30.13 29.93 30 30.05 30.2 30.17 30.36 30.19 30.06 29.77 29.9829 4 18 CABLE DE ALUMINIO WP #6 M 1.27 1.28 1.29 1.29 1.3 1.28 1.28 1.29 1.29 1.27 1.28 1.27 1.28 1.29 1.28 1.28 1.29 1.29 1.28 1.29 1.29 1.29 1.29 1.3 1.29 1.29 1.28 1.2829 4 19 CABLE DE ALUMINIO WP #4 M 0.54 0.54 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.54 0.54 0.54 0.55 0.55 0.55 0.54 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.56 0.55 0.55 0.54 0.5529 4 20 CABLE DE ALUMINIO WP #2 M 0.65 0.65 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.65 0.66 0.65 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.66 0.67 0.66 0.66 0.65 0.6629 4 21 CABLE ALUMINIO WP#1/0 M 1.08 1.08 1.09 1.09 1.1 1.08 1.08 1.09 1.1 1.08 1.08 1.08 1.09 1.1 1.09 1.08 1.09 1.09 1.09 1.09 1.09 1.1 1.09 1.1 1.1 1.09 1.08 1.0929 4 22 CABLE ALUMINIO WP#2/0 M 1.33 1.33 1.34 1.35 1.35 1.34 1.33 1.34 1.35 1.33 1.33 1.33 1.34 1.35 1.34 1.33 1.35 1.35 1.34 1.34 1.34 1.35 1.35 1.36 1.35 1.34 1.33 1.3429 4 23 CABLE DE ALUMINIO WP# 3/0 M 1.69 1.69 1.71 1.71 1.72 1.7 1.7 1.71 1.72 1.69 1.7 1.69 1.7 1.72 1.71 1.7 1.71 1.71 1.7 1.71 1.71 1.72 1.72 1.73 1.72 1.71 1.69 1.7129 4 24 CABLE DE ALUMINIO WP #4/0 M 2.21 2.21 2.23 2.24 2.25 2.22 2.22 2.24 2.25 2.21 2.22 2.21 2.23 2.25 2.23 2.22 2.24 2.24 2.23 2.23 2.24 2.25 2.25 2.26 2.25 2.24 2.22 2.2329 4 25 CABLE ACSR #6 M 0.56 0.56 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.56 0.56 0.56 0.57 0.57 0.57 0.56 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.58 0.57 0.57 0.56 0.5729 4 26 CABLE ACSR #4 M 0.43 0.43 0.44 0.44 0.44 0.44 0.43 0.44 0.44 0.43 0.43 0.43 0.44 0.44 0.44 0.43 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.43 0.4429 4 27 CABLE ACSR #2 M 0.55 0.55 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.55 0.55 0.55 0.56 0.56 0.56 0.55 0.56 0.56 0.56 0.56 0.56 0.56 0.56 0.57 0.56 0.56 0.55 0.5629 4 28 CABLE ACSR #1/0 M 0.99 1 1 1.01 1.01 1 1 1.01 1.01 1 1 0.99 1 1.01 1 1 1.01 1.01 1 1 1.01 1.01 1.01 1.02 1.01 1.01 1 129 4 29 CABLE ACSR #2/0 M 1.2 1.21 1.22 1.22 1.23 1.21 1.21 1.22 1.22 1.21 1.21 1.2 1.21 1.22 1.21 1.21 1.22 1.22 1.21 1.22 1.22 1.22 1.22 1.23 1.22 1.22 1.21 1.2229 4 30 CABLE XLP #2 M 9.11 9.13 9.2 9.23 9.27 9.16 9.15 9.21 9.26 9.12 9.14 9.11 9.18 9.25 9.19 9.14 9.23 9.24 9.18 9.2 9.22 9.26 9.25 9.31 9.26 9.22 9.13 9.1929 4 31 CABLE XLP #1/0 M 14.13 14.16 14.27 14.32 14.38 14.21 14.19 14.29 14.36 14.15 14.17 14.13 14.24 14.35 14.26 14.17 14.32 14.33 14.24 14.27 14.3 14.37 14.35 14.44 14.36 14.3 14.16 14.2629 4 32 CABLE DE COBRE RHHW#14 M 0.88 0.88 0.89 0.89 0.89 0.88 0.88 0.89 0.89 0.88 0.88 0.88 0.88 0.89 0.89 0.88 0.89 0.89 0.88 0.89 0.89 0.89 0.89 0.9 0.89 0.89 0.88 0.8929 4 33 CABLE DE COBRE RHHW#12 M 1.05 1.05 1.06 1.06 1.07 1.05 1.05 1.06 1.07 1.05 1.05 1.05 1.06 1.06 1.06 1.05 1.06 1.06 1.06 1.06 1.06 1.07 1.06 1.07 1.06 1.06 1.05 1.0629 4 34 CABLE DE COBRE RHHW#10 M 1.26 1.26 1.27 1.28 1.28 1.27 1.26 1.27 1.28 1.26 1.26 1.26 1.27 1.28 1.27 1.26 1.27 1.28 1.27 1.27 1.27 1.28 1.28 1.29 1.28 1.27 1.26 1.2729 4 35 CABLE DE COBRE RHHW#8 M 12.27 12.29 12.39 12.44 12.48 12.34 12.32 12.41 12.47 12.28 12.31 12.27 12.36 12.46 12.38 12.31 12.43 12.44 12.36 12.39 12.41 12.47 12.46 12.54 12.47 12.41 12.29 12.3829 4 36 CABLE DE COBRE RHHW#6 M 12.27 12.29 12.39 12.44 12.48 12.34 12.32 12.41 12.47 12.28 12.31 12.27 12.36 12.46 12.38 12.31 12.43 12.44 12.36 12.39 12.41 12.47 12.46 12.54 12.47 12.41 12.29 12.3829 4 37 CABLE DE COBRE RHHW#4 M 27 27.05 27.26 27.37 27.47 27.16 27.11 27.3 27.44 27.03 27.08 27 27.21 27.43 27.24 27.08 27.35 27.38 27.2 27.26 27.31 27.45 27.42 27.59 27.44 27.32 27.05 27.2429 4 38 CABLE TSJ #3x6 M 6.33 6.34 6.39 6.41 6.44 6.36 6.35 6.4 6.43 6.33 6.34 6.33 6.37 6.43 6.38 6.35 6.41 6.41 6.37 6.39 6.4 6.43 6.42 6.46 6.43 6.4 6.34 6.3829 4 39 CABLE TSJ #3x8 M 5.04 5.04 5.08 5.1 5.12 5.07 5.06 5.09 5.12 5.04 5.05 5.04 5.07 5.12 5.08 5.05 5.1 5.11 5.07 5.08 5.09 5.12 5.11 5.15 5.12 5.1 5.05 5.0829 4 40 CABLE TSJ #3x10 M 3.22 3.22 3.25 3.26 3.27 3.23 3.23 3.25 3.27 3.22 3.23 3.22 3.24 3.27 3.24 3.23 3.26 3.26 3.24 3.25 3.25 3.27 3.27 3.29 3.27 3.25 3.22 3.2429 4 41 CABLE TSJ #3x12 M 2.11 2.11 2.13 2.13 2.14 2.12 2.11 2.13 2.14 2.11 2.11 2.11 2.12 2.14 2.12 2.11 2.13 2.14 2.12 2.13 2.13 2.14 2.14 2.15 2.14 2.13 2.11 2.1229 4 42 CABLE TSJ #3x14 M 1.37 1.37 1.38 1.38 1.39 1.37 1.37 1.38 1.39 1.37 1.37 1.37 1.38 1.39 1.38 1.37 1.38 1.38 1.38 1.38 1.38 1.39 1.39 1.4 1.39 1.38 1.37 1.3829 4 43 CABLE TSJ #3x16 M 1.25 1.25 1.26 1.26 1.27 1.25 1.25 1.26 1.27 1.25 1.25 1.25 1.26 1.27 1.26 1.25 1.26 1.26 1.25 1.26 1.26 1.27 1.26 1.27 1.27 1.26 1.25 1.2629 4 44 CABLE TSJ#2x8 M 3.9 3.91 3.94 3.95 3.97 3.92 3.92 3.94 3.96 3.9 3.91 3.9 3.93 3.96 3.93 3.91 3.95 3.95 3.93 3.94 3.94 3.96 3.96 3.98 3.96 3.95 3.91 3.9329 4 45 CABLE TSJ#2x10 M 2.25 2.25 2.27 2.28 2.29 2.26 2.26 2.27 2.29 2.25 2.26 2.25 2.27 2.28 2.27 2.26 2.28 2.28 2.27 2.27 2.28 2.29 2.28 2.3 2.29 2.28 2.25 2.2729 4 46 CABLE TSJ#2x12 M 1.54 1.54 1.55 1.56 1.57 1.55 1.55 1.56 1.56 1.54 1.54 1.54 1.55 1.56 1.55 1.54 1.56 1.56 1.55 1.55 1.56 1.56 1.56 1.57 1.56 1.56 1.54 1.5529 4 47 CABLE TSJ#2x14 M 1.29 1.29 1.3 1.31 1.31 1.3 1.29 1.3 1.31 1.29 1.29 1.29 1.3 1.31 1.3 1.29 1.31 1.31 1.3 1.3 1.3 1.31 1.31 1.32 1.31 1.3 1.29 1.329 4 48 CABLE TSJ#2x16 M 0.96 0.96 0.97 0.97 0.98 0.96 0.96 0.97 0.97 0.96 0.96 0.96 0.97 0.97 0.97 0.96 0.97 0.97 0.97 0.97 0.97 0.98 0.97 0.98 0.97 0.97 0.96 0.9729 4 49 CABLE TSJ#2x18 M 0.8 0.8 0.81 0.81 0.81 0.8 0.8 0.81 0.81 0.8 0.8 0.8 0.81 0.81 0.81 0.8 0.81 0.81 0.81 0.81 0.81 0.81 0.81 0.82 0.81 0.81 0.8 0.8129 4 51 ALAMBRE DE COBRE DESNUDO #2 PARA RED DE POLARIZACION M 4.75 4.76 4.8 4.82 4.84 4.78 4.77 4.81 4.83 4.76 4.77 4.75 4.79 4.83 4.8 4.77 4.82 4.82 4.79 4.8 4.81 4.83 4.83 4.86 4.83 4.81 4.76 4.829 4 52 ALAMBRE DE COBRE DESNUDO #4 PARA RED DE POLARIZACION M 2.8 2.8 2.82 2.83 2.85 2.81 2.81 2.83 2.84 2.8 2.8 2.8 2.82 2.84 2.82 2.81 2.83 2.84 2.82 2.82 2.83 2.84 2.84 2.86 2.84 2.83 2.8 2.8229 4 54 CABLE PARA SOLDADURA #2 M 6.64 6.65 6.7 6.73 6.76 6.68 6.67 6.71 6.75 6.65 6.66 6.64 6.69 6.75 6.7 6.66 6.73 6.73 6.69 6.7 6.72 6.75 6.74 6.79 6.75 6.72 6.65 6.729 4 55 CABLE UTP 2 PARES CAT. 3 M 0.43 0.43 0.44 0.44 0.44 0.43 0.43 0.44 0.44 0.43 0.43 0.43 0.44 0.44 0.44 0.43 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.44 0.43 0.4429 4 56 CABLE UTP 4 PARES CAT 5E M 0.58 0.58 0.59 0.59 0.59 0.59 0.58 0.59 0.59 0.58 0.58 0.58 0.59 0.59 0.59 0.58 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.58 0.5929 4 57 CABLE DUPLEX #2x16 M 0.68 0.68 0.69 0.69 0.69 0.68 0.68 0.69 0.69 0.68 0.68 0.68 0.69 0.69 0.69 0.68 0.69 0.69 0.69 0.69 0.69 0.69 0.69 0.7 0.69 0.69 0.68 0.6929 4 58 CABLE DUPLEX #2x14 M 0.97 0.97 0.98 0.98 0.99 0.98 0.97 0.98 0.99 0.97 0.97 0.97 0.98 0.99 0.98 0.97 0.98 0.98 0.98 0.98 0.98 0.99 0.99 0.99 0.99 0.98 0.97 0.9829 4 59 CABLE DUPLEX #2x12 M 1.3 1.3 1.31 1.32 1.32 1.31 1.31 1.31 1.32 1.3 1.3 1.3 1.31 1.32 1.31 1.3 1.32 1.32 1.31 1.31 1.32 1.32 1.32 1.33 1.32 1.32 1.3 1.3129 4 60 CABLE DUPLEX #2x10 M 1.89 1.89 1.91 1.92 1.92 1.9 1.9 1.91 1.92 1.89 1.9 1.89 1.9 1.92 1.91 1.9 1.92 1.92 1.9 1.91 1.91 1.92 1.92 1.93 1.92 1.91 1.89 1.9129 4 61 CABLE SAE #18 M 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.2429 4 62 CABLE SAE #16 M 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.29 0.28 0.28 0.28 0.2829 4 63 CABLE SAE #14 M 0.41 0.41 0.41 0.41 0.42 0.41 0.41 0.41 0.42 0.41 0.41 0.41 0.41 0.42 0.41 0.41 0.41 0.41 0.41 0.41 0.41 0.42 0.42 0.42 0.42 0.41 0.41 0.4129 4 64 CABLE SAE #12 M 0.57 0.57 0.57 0.58 0.58 0.57 0.57 0.58 0.58 0.57 0.57 0.57 0.57 0.58 0.57 0.57 0.58 0.58 0.57 0.57 0.58 0.58 0.58 0.58 0.58 0.58 0.57 0.5729 4 65 CABLE SAE #10 M 0.91 0.91 0.92 0.92 0.92 0.91 0.91 0.92 0.92 0.91 0.91 0.91 0.92 0.92 0.92 0.91 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.93 0.92 0.92 0.91 0.9229 4 66 CABLE TRIPLEX #6 (1ACSR + 2WP) M 1.18 1.19 1.2 1.2 1.21 1.19 1.19 1.2 1.2 1.19 1.19 1.18 1.19 1.2 1.2 1.19 1.2 1.2 1.19 1.2 1.2 1.2 1.2 1.21 1.2 1.2 1.19 1.229 4 67 CABLE TRIPLEX #2 (1ACSR + 2WP) M 1.96 1.97 1.98 1.99 2 1.98 1.97 1.99 2 1.97 1.97 1.96 1.98 2 1.98 1.97 1.99 1.99 1.98 1.98 1.99 2 2 2.01 2 1.99 1.97 1.9829 4 68 CABLE TRIPLEX #1/0 (1ACSR + 2WP) M 2.93 2.93 2.96 2.97 2.98 2.95 2.94 2.96 2.98 2.93 2.94 2.93 2.95 2.98 2.96 2.94 2.97 2.97 2.95 2.96 2.96 2.98 2.97 2.99 2.98 2.96 2.94 2.9629 4 69 CABLE TRIPLEX #2/0 (1ACSR + 2WP) M 3.94 3.95 3.98 3.99 4.01 3.96 3.96 3.98 4 3.94 3.95 3.94 3.97 4 3.97 3.95 3.99 3.99 3.97 3.98 3.99 4 4 4.03 4 3.99 3.95 3.9729 4 70 CABLE SUMERGIBLE ENCHAQUETADO 3X1/0 AWG M 21.38 21.42 21.58 21.67 21.75 21.5 21.47 21.62 21.73 21.41 21.44 21.38 21.55 21.72 21.57 21.45 21.66 21.68 21.54 21.59 21.63 21.74 21.71 21.85 21.73 21.63 21.42 21.5729 4 71 CABLE SUMERGIBLE ENCHAQUETADO 3X2 AWG M 23.47 23.51 23.69 23.79 23.88 23.61 23.57 23.73 23.85 23.5 23.54 23.47 23.65 23.84 23.68 23.54 23.78 23.8 23.64 23.7 23.74 23.86 23.83 23.98 23.85 23.75 23.52 23.6829 4 72 CABLE SUMERGIBLE ENCHAQUETADO 3X4 AWG M 16.06 16.09 16.21 16.28 16.34 16.15 16.12 16.24 16.32 16.08 16.11 16.06 16.18 16.31 16.2 16.11 16.27 16.29 16.18 16.21 16.25 16.33 16.31 16.41 16.32 16.25 16.09 16.229 4 73 CABLE SUMERGIBLE ENCHAQUETADO 3X6 AWG M 11.47 11.49 11.58 11.63 11.67 11.54 11.52 11.6 11.66 11.48 11.5 11.47 11.56 11.65 11.57 11.51 11.62 11.63 11.55 11.58 11.6 11.66 11.65 11.72 11.65 11.61 11.49 11.5729 4 74 CABLE SUMERGIBLE ENCHAQUETADO 3X8 AWG M 8.1 8.11 8.18 8.21 8.24 8.15 8.13 8.19 8.23 8.11 8.12 8.1 8.16 8.23 8.17 8.12 8.21 8.21 8.16 8.18 8.19 8.23 8.22 8.28 8.23 8.2 8.12 8.1729 4 75 CABLE SUMERGIBLE ENCHAQUETADO 3X10 AWG M 21.38 21.42 21.58 21.67 21.75 21.5 21.47 21.62 21.73 21.41 21.44 21.38 21.55 21.72 21.57 21.45 21.66 21.68 21.54 21.59 21.63 21.74 21.71 21.85 21.73 21.63 21.42 21.5729 4 76 CABLE SUMERGIBLE ENCHAQUETADO 4X10 AWG M 4.84 4.85 4.89 4.9 4.92 4.87 4.86 4.89 4.92 4.84 4.85 4.84 4.88 4.92 4.88 4.85 4.9 4.91 4.87 4.89 4.9 4.92 4.91 4.94 4.92 4.9 4.85 4.8829 4 77 Cable THHN/THW#300MCM M 20.18 20.22 20.37 20.46 20.54 20.3 20.26 20.41 20.51 20.21 20.24 20.18 20.34 20.5 20.36 20.24 20.45 20.46 20.33 20.38 20.42 20.52 20.49 20.62 20.51 20.42 20.22 20.3629 4 78 Cable plano sumergible 3-1/0+GND M 41.39 41.47 41.79 41.96 42.12 41.64 41.56 41.85 42.07 41.44 41.52 41.39 41.71 42.05 41.76 41.52 41.94 41.97 41.7 41.79 41.88 42.08 42.04 42.3 42.06 41.88 41.48 41.7729 5 1 TOMACORRIENTE NEMA 5-15R TIPO DADO - INTERIORES INCLUYE PLACA. U 3.85 3.85 3.88 3.9 3.91 3.87 3.86 3.89 3.91 3.85 3.86 3.85 3.88 3.91 3.88 3.86 3.9 3.9 3.87 3.88 3.89 3.91 3.91 3.93 3.91 3.89 3.85 3.8829 5 2 TOMACORRIENTE DOBLE NEMA 5-15R TIPO DADO - INTERIORES INCLUYE PLACA. U 6.16 6.17 6.21 6.24 6.26 6.19 6.18 6.22 6.26 6.16 6.17 6.16 6.2 6.25 6.21 6.18 6.24 6.24 6.2 6.22 6.23 6.26 6.25 6.29 6.26 6.23 6.17 6.2129 5 3 TOMACORRIENTE DOBLE NEMA 5-15R TIPO DADO - EXTERIORES INCLUYE PLACA. U 7.06 7.07 7.12 7.15 7.18 7.1 7.08 7.13 7.17 7.07 7.08 7.06 7.11 7.17 7.12 7.08 7.15 7.16 7.11 7.12 7.14 7.17 7.17 7.21 7.17 7.14 7.07 7.1229 5 4 TOMACORRIENTE NEMA 10-50R DE EMPOTRAR INTERIORES INCLUYE PLACA. U 6.6 6.61 6.66 6.69 6.72 6.64 6.63 6.68 6.71 6.61 6.62 6.6 6.65 6.71 6.66 6.62 6.69 6.69 6.65 6.67 6.68 6.71 6.7 6.75 6.71 6.68 6.61 6.6629 5 5 TOMACORRIENTE NEMA 10-50R SUPERFICIAL U 6.62 6.63 6.68 6.71 6.74 6.66 6.65 6.7 6.73 6.63 6.64 6.62 6.67 6.73 6.68 6.64 6.71 6.71 6.67 6.69 6.7 6.73 6.72 6.77 6.73 6.7 6.63 6.6829 5 6 TOMACORRIENTE DOBLE NEMA 5-15R GRADO HOSPITALARIO INCLUYE PLACA. U 7.58 7.59 7.65 7.68 7.71 7.62 7.61 7.66 7.7 7.59 7.6 7.58 7.64 7.7 7.65 7.6 7.68 7.69 7.63 7.65 7.67 7.7 7.7 7.74 7.7 7.67 7.59 7.6529 5 7 TOMACORRIENTE NEMA 6-20R INCLUYE PLACA. U 3.99 3.99 4.03 4.04 4.06 4.01 4 4.03 4.05 3.99 4 3.99 4.02 4.05 4.02 4 4.04 4.04 4.02 4.03 4.03 4.05 4.05 4.07 4.05 4.03 4 4.0229 5 8 TOMACORRIENTE GFCI NEMA 5-20R - INTERIORES INCLUYE PLACA. U 19.48 19.52 19.67 19.75 19.82 19.6 19.56 19.7 19.8 19.51 19.54 19.48 19.63 19.79 19.66 19.54 19.74 19.76 19.63 19.67 19.71 19.81 19.79 19.91 19.8 19.71 19.52 19.6629 5 9 TOMACORRIENTE GFCI NEMA 5-20R - INTEMPERIE INCLUYE PLACA. U 19.48 19.52 19.67 19.75 19.82 19.6 19.56 19.7 19.8 19.51 19.54 19.48 19.63 19.79 19.66 19.54 19.74 19.76 19.63 19.67 19.71 19.81 19.79 19.91 19.8 19.71 19.52 19.6629 5 10 TOMACORRIENTE NEMA 5-15R DOBLE INTEGRADO INCLUYE PLACA. U 2.99 2.99 3.01 3.03 3.04 3 3 3.02 3.03 2.99 3 2.99 3.01 3.03 3.01 3 3.03 3.03 3.01 3.01 3.02 3.04 3.03 3.05 3.03 3.02 2.99 3.0129 5 11 TOMACORRIENTE DOBLE NEMA 5-15R TIERRA AISLADA NARANJA INCLUYE PLACA. U 8.24 8.26 8.32 8.35 8.39 8.29 8.27 8.33 8.38 8.25 8.27 8.24 8.31 8.37 8.32 8.27 8.35 8.36 8.3 8.32 8.34 8.38 8.37 8.42 8.37 8.34 8.26 8.3229 5 12 TOMACORRIENTE DOBLE NEMA 5-20R TIERRA AISLADA ROJO INCLUYE PLACA. U 7.66 7.67 7.73 7.77 7.8 7.71 7.69 7.75 7.79 7.67 7.68 7.66 7.72 7.78 7.73 7.69 7.76 7.77 7.72 7.74 7.75 7.79 7.78 7.83 7.79 7.75 7.68 7.7329 5 13 TOMACORRIENTE SENCILLO NEMA 5-15R AL PISO INCLUYE PLACA Y CAJA. U 27.88 27.93 28.15 28.27 28.37 28.05 28 28.2 28.34 27.92 27.97 27.88 28.1 28.33 28.13 27.97 28.25 28.28 28.09 28.15 28.21 28.35 28.32 28.49 28.34 28.22 27.94 28.1429 5 14 TOMACORRIENTE DOBLE NEMA 5-15R AL PISO INCLUYE PLACA Y CAJA. U 33.86 33.92 34.19 34.33 34.46 34.06 34 34.24 34.42 33.91 33.97 33.86 34.13 34.4 34.17 33.97 34.31 34.34 34.12 34.19 34.26 34.43 34.39 34.61 34.41 34.27 33.93 34.17

29 6 1 INTERRUPTOR DE PALANCA SENCILLO INCLUYE PLACA U 7.33 7.33 7.35 7.36 7.37 7.34 7.34 7.35 7.36 7.33 7.34 7.33 7.35 7.36 7.35 7.34 7.36 7.36 7.35 7.35 7.35 7.36 7.36 7.37 7.36 7.35 7.34 7.3529 6 2 INTERRUPTOR DE PALANCA DOBLE INCLUYE PLACA U 3.66 3.67 3.7 3.71 3.73 3.68 3.68 3.7 3.72 3.67 3.67 3.66 3.69 3.72 3.69 3.67 3.71 3.71 3.69 3.7 3.7 3.72 3.72 3.74 3.72 3.7 3.67 3.6929 6 3 INTERRUPTOR TIPO DADO - SENCILLO INCLUYE PLACA U 3.91 3.92 3.95 3.96 3.98 3.93 3.93 3.95 3.98 3.92 3.92 3.91 3.94 3.97 3.95 3.92 3.96 3.97 3.94 3.95 3.96 3.98 3.97 4 3.97 3.96 3.92 3.9529 6 4 INTERRUPTOR TIPO DADO - DOBLE INCLUYE PLACA U 5.61 5.62 5.67 5.69 5.71 5.64 5.63 5.67 5.7 5.62 5.63 5.61 5.65 5.7 5.66 5.63 5.69 5.69 5.65 5.67 5.68 5.7 5.7 5.73 5.7 5.68 5.62 5.6629 6 5 INTERRUPTOR TIPO DADO - TRIPLE INCLUYE PLACA U 8.6 8.62 8.68 8.72 8.75 8.65 8.64 8.7 8.74 8.61 8.63 8.6 8.67 8.74 8.68 8.63 8.71 8.72 8.67 8.68 8.7 8.74 8.74 8.79 8.74 8.7 8.62 8.6829 6 6 INTERRUPTOR TIPO DADO DE CAMBIO - SENCILLO INCLUYE PLACA U 2.78 2.79 2.81 2.82 2.83 2.8 2.79 2.81 2.83 2.78 2.79 2.78 2.8 2.83 2.81 2.79 2.82 2.82 2.8 2.81 2.81 2.83 2.82 2.84 2.83 2.81 2.79 2.8129 6 7 INTERRUPTOR TIPO DADO DE CAMBIO - DOBLE INCLUYE PLACA U 2.64 2.65 2.67 2.68 2.69 2.66 2.65 2.67 2.68 2.64 2.65 2.64 2.66 2.68 2.66 2.65 2.68 2.68 2.66 2.67 2.67 2.69 2.68 2.7 2.68 2.67 2.65 2.6729 6 8 INTERRUPTOR TIPO DADO DE CAMBIO -TRIPLE INCLUYE PLACA U 3.59 3.59 3.62 3.64 3.65 3.61 3.6 3.63 3.65 3.59 3.6 3.59 3.62 3.64 3.62 3.6 3.64 3.64 3.61 3.62 3.63 3.65 3.64 3.67 3.65 3.63 3.6 3.6229 7 1 LUMINARIA HALURO METALICO 400W 240V DE 22"DIAMETRO INC/ACCESORIOS P/INSTALACIÓN. U 75.95 76.09 76.68 76.99 77.29 76.4 76.26 76.8 77.19 76.05 76.18 75.95 76.54 77.16 76.63 76.19 76.95 77.02 76.52 76.69 76.84 77.22 77.13 77.61 77.18 76.85 76.11 76.6429 7 2 LUMINARIA HALURO METALICO 1500 W 57.0 CM DE DIAMETRO 240V INC/ACCESORIOS P/INSTALACIÓN. U 109.41 109.61 110.46 110.91 111.34 110.06 109.86 110.64 111.21 109.55 109.75 109.41 110.27 111.15 110.4 109.76 110.86 110.96 110.23 110.47 110.69 111.24 111.12 111.81 111.19 110.71 109.64 110.4129 7 3 LUMINARIA T/CAMPANA C/LENTE PRISMÁTICO DE 22" LÁMPARA 175W 240V INC/ACCESORIOS P/INSTALACIÓN. U 167.43 167.73 169.04 169.72 170.38 168.42 168.12 169.3 170.17 167.65 167.95 167.43 168.73 170.09 168.94 167.96 169.64 169.79 168.69 169.05 169.39 170.22 170.04 171.1 170.14 169.42 167.78 168.9529 7 4 LUMINARIA T/RIEL C/TUBO FLUORESCENTE 1X32W 110V/ACCESORIOS/INST CIELO FALSO U 21.71 21.75 21.91 22 22.09 21.83 21.8 21.95 22.06 21.73 21.77 21.71 21.88 22.05 21.9 21.78 21.99 22.01 21.87 21.92 21.96 22.07 22.05 22.18 22.06 21.96 21.75 21.929 7 5 LUMINARIA T/RIEL C/TUBO FLUORESCENTE 2X32W 110V/ACCESORIOS/INST CIELO FALSO U 43.4 43.48 43.82 44 44.17 43.66 43.58 43.89 44.12 43.46 43.54 43.4 43.74 44.09 43.79 43.54 43.98 44.02 43.73 43.82 43.91 44.13 44.08 44.35 44.11 43.92 43.5 43.829 7 6 LUMINARIA EMPOTRAR 2X32W 110V/DIFUSOR/ACCESORIOS/INST CIELO FALSO U 22.1 22.14 22.31 22.4 22.49 22.23 22.19 22.34 22.46 22.13 22.17 22.1 22.27 22.45 22.3 22.17 22.39 22.41 22.26 22.31 22.36 22.47 22.44 22.58 22.45 22.36 22.14 22.329 7 7 LUMINARIA T/RIEL C/TUBO FLUORESCENTE 3X32W 110V/ACCESORIOS/INST CIELO FALSO U 66.56 66.68 67.2 67.48 67.73 66.96 66.84 67.31 67.66 66.65 66.77 66.56 67.08 67.62 67.16 66.78 67.44 67.5 67.06 67.21 67.34 67.68 67.6 68.02 67.64 67.36 66.7 67.1729 7 8 LUMINARIA EMPOTRAR 3X32W 110V/DIFUSOR/ACCESORIOS/INST CIELO FALSO U 67.69 67.82 68.34 68.62 68.89 68.09 67.97 68.45 68.8 67.78 67.9 67.69 68.22 68.77 68.3 67.91 68.59 68.65 68.2 68.35 68.49 68.83 68.75 69.18 68.79 68.5 67.84 68.3129 7 9 LUMINARIA T/RIEL C/TUBO FLUORESCENTE 4X32W 110V/ACCESORIOS/INST CIELO FALSO U 69.33 69.46 70 70.28 70.55 69.74 69.62 70.11 70.47 69.42 69.55 69.33 69.87 70.44 69.96 69.56 70.25 70.31 69.85 70.01 70.14 70.49 70.42 70.85 70.46 70.16 69.48 69.9629 7 10 LUMINARIA EMPOTRAR 4X32W 110V/DIFUSOR/ACCESORIOS/INST CIELO FALSO U 59.54 59.65 60.12 60.36 60.59 59.89 59.79 60.21 60.52 59.62 59.73 59.54 60.01 60.49 60.08 59.73 60.33 60.38 59.99 60.12 60.24 60.54 60.47 60.85 60.51 60.25 59.67 60.0929 7 11 LUMINARIA T/RIEL C/TUBO FLUORESCENTE 2X40W 110V/ACCESORIOS/INST CIELO FALSO U 29.85 29.91 30.14 30.26 30.38 30.03 29.98 30.19 30.34 29.89 29.95 29.85 30.09 30.33 30.12 29.95 30.25 30.27 30.08 30.14 30.2 30.35 30.32 30.51 30.34 30.21 29.92 30.1329 7 12 LUMINARIA EMPOTRAR 2X40W 110V/DIFUSOR/ACCESORIOS/INST CIELO FALSO U 32.64 32.7 32.96 33.09 33.22 32.84 32.78 33.01 33.18 32.69 32.74 32.64 32.9 33.16 32.94 32.75 33.07 33.1 32.89 32.96 33.03 33.19 33.15 33.36 33.17 33.03 32.71 32.9429 7 13 LUMINARIA EMPOTRAR 4X40W 110V/DIFUSOR/ACCESORIOS/INST CIELO FALSO U 51.04 51.14 51.53 51.74 51.94 51.34 51.25 51.62 51.88 51.11 51.2 51.04 51.44 51.86 51.5 51.21 51.72 51.76 51.43 51.54 51.64 51.9 51.84 52.16 51.87 51.65 51.15 51.5129 7 14 LUMINARIA T/RIEL C/TUBO FLUORESCENTE 1X32W 110V/ACCESORIOS/INST LOZA O POLIN U 19.18 19.22 19.37 19.44 19.52 19.29 19.26 19.4 19.5 19.21 19.24 19.18 19.33 19.49 19.35 19.24 19.43 19.45 19.33 19.37 19.41 19.5 19.48 19.6 19.49 19.41 19.22 19.3629 7 15 LUMINARIA T/RIEL C/TUBO FLUORESCENTE 2X32W 110V/ACCESORIOS/INST LOZA O POLIN U 40.98 41.05 41.37 41.54 41.7 41.22 41.15 41.44 41.65 41.03 41.11 40.98 41.3 41.63 41.35 41.11 41.52 41.56 41.29 41.38 41.46 41.66 41.62 41.88 41.64 41.47 41.06 41.3529 7 16 LUMINARIA EMPOTRAR 2X32W 110V/DIFUSOR/ACCESORIOS/INST LOZA O POLIN U 44.39 44.47 44.82 45 45.17 44.66 44.58 44.89 45.12 44.45 44.53 44.39 44.74 45.1 44.79 44.54 44.98 45.02 44.73 44.82 44.91 45.13 45.09 45.37 45.11 44.92 44.49 44.829 7 17 LUMINARIA T/RIEL C/TUBO FLUORESCENTE 3X32W 110V/ACCESORIOS/INST LOZA O POLIN U 67.64 67.76 68.29 68.56 68.83 68.04 67.92 68.4 68.75 67.73 67.85 67.64 68.17 68.71 68.25 67.86 68.53 68.59 68.15 68.3 68.43 68.77 68.69 69.12 68.73 68.44 67.78 68.2529 7 18 LUMINARIA EMPOTRAR 3X32W 110V/DIFUSOR/ACCESORIOS/INST LOZA O POLIN U 68.77 68.89 69.43 69.71 69.98 69.18 69.05 69.54 69.9 68.86 68.98 68.77 69.31 69.86 69.39 68.99 69.68 69.74 69.29 69.44 69.57 69.92 69.84 70.28 69.88 69.59 68.91 69.429 7 19 LUMINARIA T/RIEL C/TUBO FLUORESCENTE 4X32W 110V/ACCESORIOS/INST LOZA O POLIN U 70.41 70.54 71.08 71.37 71.65 70.82 70.7 71.2 71.56 70.5 70.63 70.41 70.96 71.53 71.04 70.63 71.34 71.4 70.94 71.09 71.23 71.58 71.51 71.95 71.55 71.25 70.56 71.0529 7 20 LUMINARIA EMPOTRAR 4X32W 110V/DIFUSOR/ACCESORIOS/INST LOZA O POLIN U 60.62 60.73 61.2 61.45 61.69 60.98 60.87 61.3 61.61 60.7 60.81 60.62 61.09 61.58 61.16 60.81 61.42 61.47 61.07 61.21 61.33 61.63 61.56 61.95 61.6 61.34 60.75 61.1729 7 21 LUMINARIA T/RIEL C/TUBO FLUORESCENTE 2X40W 110V/ACCESORIOS/INST LOZA O POLIN U 30.93 30.98 31.23 31.35 31.47 31.11 31.06 31.27 31.44 30.97 31.02 30.93 31.17 31.42 31.21 31.03 31.34 31.36 31.16 31.23 31.29 31.45 31.41 31.61 31.43 31.3 30.99 31.2129 7 22 LUMINARIA EMPOTRAR 2X40W 110V/DIFUSOR/ACCESORIOS/INST LOZA O POLIN U 30.22 30.27 30.51 30.63 30.75 30.4 30.34 30.56 30.71 30.26 30.31 30.22 30.45 30.7 30.49 30.32 30.62 30.64 30.45 30.51 30.57 30.72 30.69 30.88 30.71 30.58 30.28 30.4929 7 23 LUMINARIA EMPOTRAR 4X40W 110V/DIFUSOR/ACCESORIOS/INST LOZA O POLIN U 45.14 45.22 45.57 45.76 45.93 45.41 45.32 45.64 45.88 45.2 45.28 45.14 45.49 45.86 45.55 45.28 45.73 45.77 45.48 45.58 45.67 45.89 45.84 46.13 45.87 45.68 45.23 45.5529 7 24 LUMINARIA P/ALUMBRADO PÚBLICO LÁMP DE SODIO 250W 240V BRAZO DE 120 cm. U 189 189.34 190.81 191.59 192.33 190.12 189.77 191.12 192.1 189.25 189.58 189 190.47 192 190.7 189.6 191.49 191.66 190.42 190.83 191.21 192.16 191.95 193.14 192.06 191.25 189.4 190.7229 7 25 SUMINLUMINARIA P/ALUMBRADO PÚBLICO LÁMP DE SODIO 400W 240V BRAZO DE 120 cm. U 211.13 211.51 213.16 214.02 214.85 212.38 211.99 213.49 214.59 211.4 211.78 211.13 212.78 214.49 213.03 211.8 213.92 214.11 212.71 213.18 213.6 214.66 214.42 215.75 214.55 213.64 211.57 213.0529 7 26 LUMINARIA P/ALUMBRADO PÚBLICO LÁMP DE MERCURIO 175W 120V BRAZO DE 100 CM . U 92.26 92.43 93.15 93.53 93.88 92.81 92.64 93.29 93.77 92.38 92.55 92.26 92.98 93.73 93.09 92.56 93.48 93.56 92.95 93.16 93.34 93.8 93.7 94.28 93.76 93.36 92.45 93.129 7 27 LUMINARIA P/ALUMBRADO PÚBLICO LÁMP DE MERCURIO 175W 240V BRAZO DE 100 CM. U 89.42 89.58 90.28 90.65 90.99 89.95 89.79 90.42 90.89 89.54 89.7 89.42 90.12 90.84 90.23 89.71 90.6 90.68 90.09 90.29 90.47 90.91 90.82 91.38 90.87 90.49 89.61 90.2429 7 28 LUMINARIA P/ALUMBRADO PÚBLICO LÁMP DE MERCURIO 2X175W 240V BRAZO DE 100 cm. U 298.03 298.57 300.89 302.12 303.28 299.79 299.25 301.37 302.92 298.42 298.95 298.03 300.36 302.77 300.71 298.98 301.97 302.23 300.27 300.92 301.52 303.01 302.68 304.56 302.86 301.58 298.66 300.7429 7 29 LUMINARIA P/ALUMBRADO PÚBLICO LÁMP DE MERCURIO 250W 240V BRAZO DE 120 cm. U 189 189.34 190.81 191.59 192.33 190.12 189.77 191.12 192.1 189.25 189.58 189 190.47 192 190.7 189.6 191.49 191.66 190.42 190.83 191.21 192.16 191.95 193.14 192.06 191.25 189.4 190.7229 7 30 LUMINARIA P/ALUMBRADO PÚBLICO LÁMP DE MERCURIO 400W 240V BRAZO DE 120 cm. U 211.13 211.51 213.16 214.02 214.85 212.38 211.99 213.49 214.59 211.4 211.78 211.13 212.78 214.49 213.03 211.8 213.92 214.11 212.71 213.18 213.6 214.66 214.42 215.75 214.55 213.64 211.57 213.0529 7 31 LUMINARIA LFC 65W P/ALUMBRADO PÚBLICO 120 V C/DIFUSOR Y BRAZO DE 100 cm. U 93.86 94.03 94.76 95.15 95.51 94.41 94.24 94.91 95.4 93.98 94.15 93.86 94.59 95.35 94.7 94.16 95.1 95.18 94.56 94.77 94.96 95.43 95.32 95.91 95.38 94.98 94.06 94.7129 7 32 LUMINARIA DECORATIVA T/FAROL C/LÁMPARA DE24W 115V U 557.99 559 563.35 565.63 567.81 561.28 560.28 564.24 567.14 558.72 559.72 557.99 562.34 566.86 563.01 559.78 565.36 565.86 562.18 563.4 564.52 567.31 566.7 570.21 567.03 564.63 559.16 563.0729 7 33 LUMINARIA INCADESCENTE 60-100W 110V INC/ACCESORIOS MONT EN CIELO FALSO U 6.46 6.47 6.52 6.55 6.57 6.5 6.49 6.53 6.57 6.47 6.48 6.46 6.51 6.56 6.52 6.48 6.55 6.55 6.51 6.52 6.54 6.57 6.56 6.6 6.57 6.54 6.47 6.5229 7 34 LUMINARIA CON FOCO AHORRADOR (LFC) 18-20W 110V INC/ACCESORIOS MONT EN CIELO FALSO U 10.15 10.17 10.25 10.29 10.33 10.21 10.19 10.26 10.32 10.16 10.18 10.15 10.23 10.31 10.24 10.18 10.29 10.29 10.23 10.25 10.27 10.32 10.31 10.37 10.32 10.27 10.17 10.2429 7 35 LUMINARIA CON FOCO AHORRADOR (LFC) 23W 110V INC/ACCESORIOS MONT EN CIELO FALSO U 10.59 10.61 10.69 10.74 10.78 10.65 10.63 10.71 10.76 10.61 10.62 10.59 10.67 10.76 10.69 10.62 10.73 10.74 10.67 10.69 10.71 10.77 10.76 10.82 10.76 10.72 10.61 10.6929 7 36 LUMINARIA DE EMERGENCIA LÁMPARA DE 2 x 50 4 WATTS 120 V. U 34.59 34.65 34.92 35.06 35.19 34.79 34.73 34.97 35.15 34.63 34.69 34.59 34.86 35.14 34.9 34.7 35.04 35.07 34.85 34.92 34.99 35.16 35.13 35.34 35.15 35 34.66 34.929 7 37 LUMINARIA INCADESCENTE 60-100W 110V INC/ACCESORIOS MONT EN LOZA O POLIN. U 4.49 4.5 4.53 4.55 4.57 4.52 4.51 4.54 4.56 4.5 4.5 4.49 4.53 4.56 4.53 4.51 4.55 4.55 4.52 4.53 4.54 4.57 4.56 4.59 4.56 4.54 4.5 4.5329 7 38 LUMINARIA CON FOCO AHORRADOR (LFC) 18-20W 110V INC/ACCESORIOS MONT EN LOZA O POLIN. U 8.18 8.2 8.26 8.29 8.32 8.23 8.21 8.27 8.32 8.19 8.21 8.18 8.24 8.31 8.25 8.21 8.29 8.3 8.24 8.26 8.28 8.32 8.31 8.36 8.31 8.28 8.2 8.2629 7 39 LUMINARIA CON FOCO AHORRADOR (LFC) 23W 110V INC/ACCESORIOS MONT EN LOZA O POLIN. U 8.62 8.64 8.7 8.74 8.77 8.67 8.66 8.72 8.76 8.63 8.65 8.62 8.69 8.76 8.7 8.65 8.73 8.74 8.69 8.7 8.72 8.77 8.76 8.81 8.76 8.72 8.64 8.729 7 40 LUMINARIA DE PARED LÁMP HALÓGENA 100W 110V INC/ACCESORIOS. U 48.73 48.81 49.19 49.39 49.58 49.01 48.93 49.27 49.52 48.79 48.88 48.73 49.11 49.5 49.16 48.88 49.37 49.41 49.09 49.2 49.3 49.54 49.49 49.79 49.51 49.31 48.83 49.1729 7 41 LUMINARIADE EMPOTRAR CON HALOGENO DE 50W U 18.7 18.73 18.88 18.96 19.03 18.81 18.78 18.91 19.01 18.73 18.76 18.7 18.85 19 18.87 18.76 18.95 18.96 18.84 18.88 18.92 19.01 18.99 19.11 19 18.92 18.74 18.8729 7 42 ESTRUCTURA CON CRUCERO PARA INSTALAR LUMINARIA EN POSTE U 107.55 107.75 108.59 109.03 109.45 108.19 107.99 108.76 109.32 107.69 107.89 107.55 108.39 109.26 108.52 107.9 108.97 109.07 108.36 108.6 108.81 109.35 109.23 109.91 109.29 108.83 107.78 108.5329 7 43 LUMINARIA OJO DE BUEY PAR 20 2" 115V INC/ACCESORIOS P/INSTALACIÓN. U 18.01 18.05 18.19 18.26 18.33 18.12 18.09 18.21 18.31 18.04 18.07 18.01 18.15 18.3 18.18 18.07 18.25 18.27 18.15 18.19 18.22 18.31 18.29 18.41 18.3 18.23 18.05 18.1829 7 44 LUMINARIA OJO DE BUEY PAR 30 4"115V INC/ACCESORIOS P/INSTALACIÓN U 20.08 20.12 20.28 20.36 20.44 20.2 20.17 20.31 20.41 20.11 20.14 20.08 20.24 20.4 20.26 20.15 20.35 20.37 20.23 20.28 20.32 20.42 20.4 20.52 20.41 20.32 20.13 20.2729 7 45 LUMINARIA OJO DE BUEY PAR 38 6" 115V INC/ACCESORIOS P/INSTALACIÓN. U 25.42 25.46 25.66 25.77 25.87 25.57 25.52 25.7 25.83 25.45 25.5 25.42 25.62 25.82 25.65 25.5 25.75 25.78 25.61 25.66 25.72 25.84 25.81 25.97 25.83 25.72 25.47 25.6529 7 46 LUMINARIA DICROICO PAR 20 HALOGENO 50W. INC/ACCESORIOS P/INSTALACIÓN. U 18.25 18.28 18.42 18.5 18.57 18.36 18.32 18.45 18.55 18.27 18.3 18.25 18.39 18.54 18.41 18.31 18.49 18.51 18.38 18.43 18.46 18.55 18.53 18.65 18.54 18.46 18.29 18.4129 7 47 LUMINARIA SPOT LIGHT SENCILLO 100 W 115 V INC/ACCESORIOS P/INSTALACIÓN. U 22.71 22.75 22.93 23.02 23.11 22.84 22.8 22.96 23.08 22.74 22.78 22.71 22.88 23.07 22.91 22.78 23.01 23.03 22.88 22.93 22.97 23.09 23.06 23.21 23.08 22.98 22.76 22.9129 7 48 LUMINARIA SPOT LIGHT DOBLE 100 W 115 V INC/ACCESORIOS P/INSTALACIÓN. U 41.33 41.41 41.73 41.9 42.06 41.58 41.5 41.8 42.01 41.39 41.46 41.33 41.66 41.99 41.7 41.47 41.88 41.92 41.64 41.73 41.82 42.02 41.98 42.24 42 41.82 41.42 41.7129 7 49 LUMINNARIA FLUORESCENTE DE 80 W 220V; CON BRAZO METÁLICO PARA INSTALAR EN POSTE U 76.94 77.08 77.68 78 78.3 77.4 77.26 77.81 78.21 77.04 77.18 76.94 77.54 78.17 77.64 77.19 77.96 78.03 77.52 77.69 77.84 78.23 78.14 78.63 78.19 77.86 77.11 77.6429 8 1 POSTE DE CONCRETO CENTRIFUGADO DE 26' DE 500 LB. U 233.66 234.08 235.9 236.86 237.77 235.03 234.61 236.27 237.49 233.96 234.38 233.66 235.48 237.37 235.76 234.4 236.74 236.95 235.41 235.92 236.39 237.56 237.3 238.77 237.44 236.44 234.15 235.7829 8 2 POSTE DE CONCRETO CENTRIFUGADO DE 26' DE 2000 LB. U 457.25 458.07 461.64 463.51 465.29 459.94 459.12 462.37 464.75 457.84 458.66 457.25 460.81 464.52 461.36 458.71 463.28 463.69 460.68 461.68 462.6 464.88 464.38 467.26 464.65 462.69 458.21 461.4129 8 3 POSTE DE CONCRETO CENTRIFUGADO DE 35' DE 500 LB. U 347.26 347.88 350.59 352.01 353.37 349.31 348.68 351.15 352.95 347.71 348.33 347.26 349.96 352.78 350.38 348.37 351.84 352.15 349.86 350.62 351.32 353.06 352.67 354.86 352.88 351.39 347.99 350.4229 8 4 POSTE DE CONCRETO CENTRIFUGADO DE 35' DE 1000 LB. U 580.43 581.47 586 588.38 590.64 583.85 582.81 586.93 589.95 581.18 582.23 580.43 584.95 589.66 585.65 582.28 588.09 588.61 584.78 586.06 587.22 590.12 589.48 593.14 589.83 587.33 581.65 585.7129 8 5 POSTE DE CONCRETO CENTRIFUGADO DE 35' DE 2000 LB. U 668.88 670.08 675.3 678.04 680.65 672.82 671.62 676.37 679.85 669.75 670.95 668.88 674.09 679.51 674.9 671.02 677.7 678.31 673.89 675.36 676.7 680.05 679.31 683.52 679.71 676.84 670.28 674.9629 8 6 POSTE DE CONCRETO CENTRIFUGADO DE 35' DE 2500 LB. U 766.37 767.74 773.72 776.86 779.85 770.89 769.51 774.95 778.93 767.36 768.74 766.37 772.34 778.55 773.26 768.82 776.48 777.17 772.11 773.8 775.33 779.16 778.32 783.15 778.78 775.49 767.97 773.3429 8 7 POSTE DE CONCRETO CENTRIFUGADO DE 40' DE 750 LB. U 476.27 477.13 480.84 482.79 484.65 479.08 478.22 481.6 484.08 476.89 477.74 476.27 479.98 483.84 480.55 477.79 482.55 482.98 479.84 480.89 481.84 484.22 483.7 486.7 483.98 481.94 477.27 480.629 8 8 POSTE DE CONCRETO CENTRIFUGADO DE 40' DE 1000 LB. U 885.49 887.08 893.99 897.62 901.07 890.71 889.12 895.41 900.01 886.64 888.23 885.49 892.39 899.57 893.46 888.32 897.18 897.97 892.13 894.08 895.85 900.28 899.3 904.88 899.83 896.03 887.35 893.5529 8 9 POSTE DE CONCRETO CENTRIFUGADO DE 40' DE 2000 LB. U 1040.27 1042.14 1050.25 1054.52 1058.58 1046.41 1044.53 1051.92 1057.33 1041.62 1043.49 1040.27 1048.38 1056.81 1049.63 1043.6 1054 1054.94 1048.07 1050.36 1052.44 1057.64 1056.5 1063.05 1057.12 1052.65 1042.45 1049.7329 8 10 POSTE DE CONCRETO CENTRIFUGADO DE 40' DE 2500 LB. U 1091.09 1093.05 1101.56 1106.04 1110.29 1097.53 1095.56 1103.31 1108.98 1092.51 1094.47 1091.09 1099.6 1108.44 1100.91 1094.58 1105.49 1106.47 1099.27 1101.67 1103.85 1109.31 1108.11 1114.98 1108.76 1104.07 1093.38 1101.0229 8 11 POSTE DE CONCRETO CENTRIFUGADO DE 45' DE 1000 LB. U 865.57 867.13 873.88 877.43 880.8 870.67 869.12 875.26 879.76 866.69 868.25 865.57 872.32 879.33 873.36 868.34 876.99 877.77 872.06 873.96 875.7 880.02 879.07 884.52 879.59 875.87 867.39 873.4429 8 12 POSTE DE CONCRETO CENTRIFUGADO DE 45' DE 2000 LB. U 1619.92 1622.83 1635.47 1642.11 1648.43 1629.48 1626.56 1638.06 1646.48 1622.02 1624.94 1619.92 1632.55 1645.67 1634.5 1625.1 1641.3 1642.76 1632.07 1635.63 1638.87 1646.97 1645.19 1655.39 1646.16 1639.19 1623.32 1634.6629 8 13 POSTE METALICO DE 26' FS2 500 LB. U 270.82 271.31 273.42 274.53 275.59 272.42 271.93 273.85 275.26 271.17 271.66 270.82 272.93 275.13 273.26 271.69 274.4 274.64 272.85 273.45 273.99 275.34 275.05 276.75 275.21 274.04 271.39 273.2929 8 14 POSTE METALICO DE 35' FS2 500 LB. U 403.38 404.11 407.25 408.91 410.48 405.76 405.03 407.9 410 403.91 404.63 403.38 406.53 409.79 407.01 404.67 408.71 409.07 406.41 407.29 408.1 410.12 409.67 412.22 409.92 408.18 404.23 407.0529 8 15 POSTE METALICO DE 40' FS2 750 LB. U 760.68 762.05 767.98 771.1 774.07 765.17 763.8 769.2 773.15 761.67 763.04 760.68 766.61 772.77 767.52 763.11 770.72 771.4 766.38 768.06 769.58 773.38 772.54 777.34 773 769.73 762.28 767.629 8 16 POSTE METALICO DE 45' FS2 1000 LB. U 962.6 964.33 971.84 975.79 979.54 968.28 966.54 973.38 978.38 963.85 965.58 962.6 970.11 977.9 971.26 965.68 975.3 976.17 969.82 971.94 973.86 978.67 977.61 983.68 978.19 974.05 964.62 971.3629 8 17 TRANSPORTE DE POSTE DE CONCRETO CENTRIFUGADO DISTANCIA 0 A 50 KM. CAMIÓN 8 TON. FLETE 125 125.23 126.2 126.71 127.2 125.74 125.51 126.4 127.05 125.16 125.39 125 125.98 126.99 126.13 125.4 126.65 126.76 125.94 126.21 126.46 127.09 126.95 127.74 127.03 126.49 125.26 126.1429 8 18 TRANSPORTE DE POSTE DE CONCRETO CENTRIFUGADO DISTANCIA 51 A 100 KM. CAMIÓN 8 TON. FLETE 165 165.3 166.58 167.26 167.9 165.97 165.68 166.85 167.71 165.21 165.51 165 166.29 167.62 166.49 165.53 167.18 167.33 166.24 166.6 166.93 167.76 167.57 168.61 167.67 166.96 165.35 166.529 8 19 TRANSPORTE DE POSTE DE CONCRETO CENTRIFUGADO DISTANCIA 101 A 150 KM. CAMIÓN 8 TON. FLETE 200 200.36 201.92 202.74 203.52 201.18 200.82 202.24 203.28 200.26 200.62 200 201.56 203.18 201.8 200.64 202.64 202.82 201.5 201.94 202.34 203.34 203.12 204.38 203.24 202.38 200.42 201.8229 8 20 TRANSPORTE DE POSTE DE CONCRETO CENTRIFUGADO DISTANCIA MAYOR A 150 KM. CAMIÓN 8 TON. FLETE 225 225.41 227.16 228.08 228.96 226.33 225.92 227.52 228.69 225.29 225.7 225 226.76 228.58 227.03 225.72 227.97 228.17 226.69 227.18 227.63 228.76 228.51 229.93 228.65 227.68 225.47 227.0529 9 1 TRANSFORMADOR MONOFASICO DE 10 KVA 144/249KV 120/240V. U 1012.28 1014.11 1022 1026.15 1030.1 1018.26 1016.43 1023.62 1028.89 1013.6 1015.42 1012.28 1020.18 1028.38 1021.39 1015.52 1025.65 1026.56 1019.88 1022.1 1024.13 1029.19 1028.08 1034.45 1028.68 1024.33 1014.41 1021.529 9 2 TRANSFORMADOR MONOFASICO DE 15 KVA 144/249KV 120/240V. U 1091.63 1093.6 1102.11 1106.59 1110.85 1098.07 1096.11 1103.86 1109.54 1093.05 1095.02 1091.63 1100.15 1108.99 1101.46 1095.13 1106.04 1107.03 1099.82 1102.22 1104.41 1109.86 1108.66 1115.54 1109.32 1104.62 1093.93 1101.5729 9 3 TRANSFORMADOR MONOFASICO DE 25 KVA 14.4/24.9KV 120/240V. U 1363.15 1365.61 1376.24 1381.83 1387.15 1371.2 1368.74 1378.42 1385.51 1364.93 1367.38 1363.15 1373.79 1384.83 1375.42 1367.52 1381.15 1382.37 1373.38 1376.38 1379.1 1385.92 1384.42 1393.01 1385.24 1379.38 1366.02 1375.5629 9 4 TRANSFORMADOR MONOFASICO DE 37.5 KVA 14.4/24.9KV 120/240V. U 1644.73 1647.69 1660.51 1667.26 1673.67 1654.43 1651.47 1663.15 1671.7 1646.86 1649.82 1644.73 1657.55 1670.88 1659.53 1649.99 1666.44 1667.92 1657.06 1660.68 1663.97 1672.19 1670.38 1680.74 1671.37 1664.3 1648.18 1659.6929 9 5 TRANSFORMADOR MONOFASICO DE 50 KVA 14.4/24.9KV 120/240V. U 1843.25 1846.57 1860.94 1868.5 1875.69 1854.12 1850.81 1863.89 1873.48 1845.65 1848.96 1843.25 1857.63 1872.56 1859.84 1849.15 1867.58 1869.24 1857.07 1861.13 1864.82 1874.03 1872 1883.62 1873.11 1865.18 1847.12 1860.0229 9 6 TRANSFORMADOR MONOFASICO DE 75 KVA 14.4/24.9KV 120/240V. U 2664.74 2669.54 2690.33 2701.25 2711.64 2680.47 2675.67 2694.59 2708.45 2668.21 2673.01 2664.74 2685.53 2707.11 2688.73 2673.27 2699.92 2702.32 2684.73 2690.59 2695.92 2709.25 2706.31 2723.1 2707.91 2696.46 2670.34 2688.9929 9 7 TRANSFORMADOR MONOFASICO DE 100 KVA 14.4/24.9 KV 120/240V. U 3063.57 3069.09 3092.98 3105.54 3117.49 3081.65 3076.13 3097.88 3113.81 3067.55 3073.07 3063.57 3087.47 3112.28 3091.14 3073.38 3104.01 3106.77 3086.55 3093.29 3099.42 3114.73 3111.36 3130.66 3113.2 3100.03 3070.01 3091.4529 9 8 TRANSFORMADOR MONOFASICO DE 167 KVA 14.4/24.9KV 120/240V. U 4521.46 4529.6 4564.87 4583.41 4601.04 4548.14 4540 4572.1 4595.61 4527.34 4535.48 4521.46 4556.73 4593.35 4562.16 4535.93 4581.15 4585.21 4555.37 4565.32 4574.36 4596.97 4592 4620.48 4594.71 4575.27 4530.96 4562.6129 9 9 TRANSFORMADOR MONOFASICO DE 10 KVA 7.6/13.2KV 120/240V. U 1012.28 1014.11 1022 1026.15 1030.1 1018.26 1016.43 1023.62 1028.89 1013.6 1015.42 1012.28 1020.18 1028.38 1021.39 1015.52 1025.65 1026.56 1019.88 1022.1 1024.13 1029.19 1028.08 1034.45 1028.68 1024.33 1014.41 1021.529 9 10 TRANSFORMADOR MONOFASICO DE 15 KVA 7.6/13.2KV 120/240V. U 981.32 983.09 990.74 994.77 998.59 987.11 985.35 992.31 997.42 982.6 984.37 981.32 988.98 996.93 990.16 984.46 994.28 995.16 988.68 990.84 992.81 997.71 996.63 1002.81 997.22 993 983.38 990.2529 9 11 TRANSFORMADOR MONOFASICO DE 25 KVA 7.6/13.2KV 120/240V. U 1077.36 1079.3 1087.71 1092.12 1096.33 1083.72 1081.78 1089.43 1095.03 1078.76 1080.7 1077.36 1085.77 1094.49 1087.06 1080.81 1091.58 1092.55 1085.44 1087.81 1089.97 1095.36 1094.17 1100.96 1094.82 1090.18 1079.63 1087.1729 9 12 TRANSFORMADOR MONOFASICO DE 37.5 KVA 7.6/13.2KV 120/240V. U 1535.96 1538.72 1550.7 1557 1562.99 1545.02 1542.25 1553.16 1561.14 1537.95 1540.72 1535.96 1547.94 1560.38 1549.78 1540.87 1556.23 1557.61 1547.47 1550.85 1553.93 1561.61 1559.92 1569.59 1560.84 1554.23 1539.18 1549.9329 9 13 TRANSFORMADOR MONOFASICO DE 50 KVA 7.6/13.2KV 120/240V. U 1724.62 1727.72 1741.18 1748.25 1754.97 1734.79 1731.69 1743.94 1752.9 1726.86 1729.97 1724.62 1738.07 1752.04 1740.14 1730.14 1747.38 1748.94 1737.55 1741.35 1744.8 1753.42 1751.52 1762.39 1752.56 1745.14 1728.24 1740.3129 9 14 TRANSFORMADOR MONOFASICO DE 75 KVA 7.6/13.2KV 120/240V. U 2506.99 2511.51 2531.06 2541.34 2551.12 2521.79 2517.27 2535.07 2548.11 2510.25 2514.77 2506.99 2526.55 2546.86 2529.56 2515.02 2540.09 2542.34 2525.8 2531.31 2536.33 2548.86 2546.1 2561.9 2547.61 2536.83 2512.26 2529.8129 9 15 TRANSFORMADOR MONOFASICO DE 100KVA 7.6/13.2KV 120/240V. U 3073.04 3078.57 3102.54 3115.14 3127.13 3091.17 3085.64 3107.46 3123.44 3077.04 3082.57 3073.04 3097.01 3121.9 3100.7 3082.88 3113.61 3116.37 3096.09 3102.85 3109 3124.36 3120.98 3140.34 3122.83 3109.61 3079.5 3101.0129 9 16 TRANSFORMADOR MONOFASICO DE 167KVA 7.6/13.2KV 120/240V. U 4324.09 4331.88 4365.6 4383.33 4400.2 4349.6 4341.82 4372.52 4395.01 4329.71 4337.5 4324.09 4357.82 4392.84 4363.01 4337.93 4381.17 4385.06 4356.52 4366.04 4374.68 4396.3 4391.55 4418.79 4394.14 4375.55 4333.17 4363.4429 9 17 TRANSFORMADOR SECO 10 KVA 460/V 230-115V. U 886.19 887.79 894.7 898.34 901.79 891.42 889.83 896.12 900.73 887.35 888.94 886.19 893.11 900.28 894.17 889.03 897.89 898.69 892.84 894.79 896.56 900.99 900.02 905.6 900.55 896.74 888.06 894.2629 9 18 TRANSFORMADOR SECO 7.5 KVA 460/V 230-115V. U 715.11 716.4 721.98 724.91 727.7 719.33 718.05 723.12 726.84 716.04 717.33 715.11 720.69 726.48 721.55 717.4 724.55 725.2 720.48 722.05 723.48 727.06 726.27 730.78 726.7 723.62 716.62 721.6229 9 19 TRANSFORMADOR SECO 5 KVA 460/V 230-115V. U 565.11 566.13 570.54 572.86 575.06 568.45 567.43 571.44 574.38 565.85 566.87 565.11 569.52 574.1 570.2 566.92 572.57 573.08 569.35 570.6 571.73 574.55 573.93 577.49 574.27 571.84 566.3 570.2629 9 20 TRANSFORMADOR SECO DE 3 KVA 480/240V 240/120V.. U 312.51 313.08 315.51 316.8 318.01 314.36 313.8 316.01 317.64 312.92 313.48 312.51 314.95 317.48 315.33 313.51 316.64 316.92 314.86 315.55 316.17 317.73 317.39 319.36 317.58 316.23 313.17 315.3629 9 21 TRANSFORMADOR MONOFASICO DE 25 KVA 7.6/13.2KV 240/480V. U 1572.56 1575.39 1587.66 1594.11 1600.24 1581.84 1579.01 1590.18 1598.35 1574.61 1577.44 1572.56 1584.83 1597.57 1586.72 1577.6 1593.32 1594.74 1584.36 1587.82 1590.96 1598.83 1597.1 1607 1598.04 1591.28 1575.87 1586.8729 9 22 TRANSFORMADOR MONOFASICO DE 37.5 KVA 7.6/13.2KV 240/480V. U 1796.69 1799.92 1813.93 1821.3 1828.31 1807.29 1804.05 1816.81 1826.15 1799.02 1802.25 1796.69 1810.7 1825.25 1812.86 1802.43 1820.4 1822.02 1810.16 1814.11 1817.71 1826.69 1824.71 1836.03 1825.79 1818.07 1800.46 1813.03

29 9 23 TRANSFORMADOR MONOFASICO DE 50 KVA 7.6/13.2KV 240/480V. U 1964.9 1968.44 1983.76 1991.82 1999.48 1976.49 1972.96 1986.91 1997.12 1967.45 1970.99 1964.9 1980.23 1996.14 1982.58 1971.19 1990.84 1992.6 1979.64 1983.96 1987.89 1997.71 1995.55 2007.93 1996.73 1988.28 1969.03 1982.7829 9 24 TRANSFORMADOR MONOFASICO DE 75 KVA 7.6/13.2KV 240/480V. U 2602.85 2607.54 2627.84 2638.51 2648.66 2618.21 2613.53 2632.01 2645.54 2606.24 2610.92 2602.85 2623.16 2644.24 2626.28 2611.18 2637.21 2639.56 2622.38 2628.1 2633.31 2646.32 2643.46 2659.86 2645.02 2633.83 2608.32 2626.5429 9 25 TRANSFORMADOR MONOFASICO DE 100 KVA 7.6/13.2KV 240/480V. U 3228.89 3234.7 3259.89 3273.13 3285.72 3247.94 3242.13 3265.06 3281.85 3233.09 3238.9 3228.89 3254.08 3280.23 3257.95 3239.22 3271.51 3274.42 3253.11 3260.21 3266.67 3282.81 3279.26 3299.6 3281.2 3267.32 3235.67 3258.2729 9 26 TRANSFORMADOR MONOFASICO DE 167 KVA 7.6/13.2KV 240/480V. U 4541.99 4550.17 4585.6 4604.22 4621.93 4568.79 4560.61 4592.86 4616.48 4547.9 4556.07 4541.99 4577.42 4614.21 4582.87 4556.53 4601.95 4606.03 4576.06 4586.05 4595.13 4617.84 4612.85 4641.46 4615.57 4596.04 4551.53 4583.3229 9 27 TRANSFORMADOR MONOFASICO DE 15 KVA 14.4/24.9 KV 240/480V. U 1362.28 1364.74 1375.36 1380.95 1386.26 1370.32 1367.87 1377.54 1384.63 1364.05 1366.51 1362.28 1372.91 1383.94 1374.54 1366.64 1380.27 1381.49 1372.5 1375.5 1378.22 1385.03 1383.54 1392.12 1384.35 1378.49 1365.14 1374.6829 9 28 TRANSFORMADOR MONOFASICO DE 25 KVA 14.4/24.9 KV 240/480V. U 1444.13 1446.73 1458 1463.92 1469.55 1452.65 1450.05 1460.31 1467.82 1446.01 1448.61 1444.13 1455.4 1467.1 1457.13 1448.75 1463.2 1464.5 1454.96 1458.14 1461.03 1468.25 1466.66 1475.76 1467.53 1461.32 1447.17 1457.2829 9 29 TRANSFORMADOR MONOFASICO DE 37.5 KVA 14.4/24.9 KV 240/480V. U 1731.43 1734.54 1748.05 1755.15 1761.9 1741.64 1738.52 1750.82 1759.82 1733.68 1736.79 1731.43 1744.93 1758.95 1747.01 1736.97 1754.28 1755.84 1744.41 1748.22 1751.68 1760.34 1758.44 1769.34 1759.47 1752.03 1735.06 1747.1829 9 30 TRANSFORMADOR MONOFASICO DE 50 KVA 14.4/24.9 KV 240/480V. U 2078.96 2082.7 2098.92 2107.44 2115.55 2091.23 2087.48 2102.24 2113.05 2081.66 2085.4 2078.96 2095.18 2112.01 2097.67 2085.61 2106.4 2108.27 2094.55 2099.13 2103.28 2113.68 2111.39 2124.49 2112.64 2103.7 2083.33 2097.8829 9 31 TRANSFORMADOR MONOFASICO DE 75 KVA 14.4/24.9 KV 240/480V. U 2817.66 2822.74 2844.71 2856.27 2867.26 2834.29 2829.22 2849.22 2863.87 2821.33 2826.4 2817.66 2839.64 2862.47 2843.02 2826.68 2854.86 2857.39 2838.8 2845 2850.63 2864.72 2861.62 2879.37 2863.31 2851.19 2823.58 2843.3129 9 32 TRANSFORMADOR MONOFASICO DE 100 KVA 14.4/24.9 KV 240/480V. U 3479.14 3485.4 3512.54 3526.81 3540.37 3499.67 3493.41 3518.11 3536.2 3483.66 3489.93 3479.14 3506.28 3534.46 3510.45 3490.28 3525.07 3528.2 3505.24 3512.89 3519.85 3537.24 3533.42 3555.34 3535.5 3520.54 3486.45 3510.829 9 33 TRANSFORMADOR MONOFASICO DE 167 KVA 14.4/24.9KV 240/480V. U 4499.8 4507.9 4543 4561.45 4579 4526.35 4518.25 4550.2 4573.6 4505.65 4513.75 4499.8 4534.9 4571.35 4540.3 4514.2 4559.2 4563.25 4533.55 4543.45 4552.45 4574.95 4570 4598.35 4572.7 4553.35 4509.25 4540.7529 9 34 TRANSFORMADOR MONOFASICO DE 25 KVA 2.4/4.16KV 120/240V. U 1591.23 1594.1 1606.51 1613.03 1619.24 1600.62 1597.76 1609.06 1617.33 1593.3 1596.17 1591.23 1603.65 1616.53 1605.55 1596.33 1612.24 1613.67 1603.17 1606.67 1609.85 1617.81 1616.06 1626.08 1617.01 1610.17 1594.58 1605.7129 9 35 TRANSFORMADOR MONOFASICO DE 37.5 KVA 2.4/4.16KV 120/240V. U 1741.57 1744.7 1758.28 1765.42 1772.22 1751.84 1748.71 1761.07 1770.13 1743.83 1746.96 1741.57 1755.15 1769.26 1757.24 1747.14 1764.55 1766.12 1754.63 1758.46 1761.94 1770.65 1768.73 1779.71 1769.78 1762.29 1745.22 1757.4129 9 36 TRANSFORMADOR MONOFASICO DE 50 KVA 2.4/4.16KV 120/240V. U 2354.09 2358.33 2376.69 2386.34 2395.52 2367.98 2363.74 2380.46 2392.7 2357.15 2361.39 2354.09 2372.45 2391.52 2375.28 2361.62 2385.16 2387.28 2371.75 2376.92 2381.63 2393.4 2390.81 2405.64 2392.23 2382.1 2359.03 2375.5129 10 1 ESTRUCTURA TANGENTE DOBLE EN H C/PERNO 13TDH3-P U 2999.37 3004.77 3028.16 3040.46 3052.16 3017.07 3011.67 3032.96 3048.56 3003.27 3008.67 2999.37 3022.77 3047.06 3026.36 3008.97 3038.96 3041.66 3021.87 3028.46 3034.46 3049.46 3046.16 3065.06 3047.96 3035.06 3005.67 3026.6629 10 2 ESTRUCTURA TANGENTE DOBLE EN H C/ABRAZADERA 13TDH3-A U 3014.75 3020.18 3043.69 3056.05 3067.81 3032.54 3027.11 3048.52 3064.19 3018.67 3024.1 3014.75 3038.27 3062.68 3041.88 3024.4 3054.54 3057.26 3037.36 3043.99 3050.02 3065.1 3061.78 3080.77 3063.59 3050.63 3021.08 3042.1829 10 3 ESTRUCTURA CORTE EN MARCO SENCILLO C/PERNO 13CMS3-P U 1743.57 1746.71 1760.31 1767.46 1774.26 1753.86 1750.72 1763.1 1772.16 1745.84 1748.98 1743.57 1757.17 1771.29 1759.26 1749.15 1766.58 1768.15 1756.65 1760.48 1763.97 1772.69 1770.77 1781.75 1771.82 1764.32 1747.23 1759.4429 10 4 ESTRUCTURA CORTE EN MARCO SENCILLO C/ABRAZADERA 13CMS3-A U 1761.05 1764.22 1777.96 1785.17 1792.04 1771.44 1768.27 1780.77 1789.93 1763.34 1766.51 1761.05 1774.79 1789.05 1776.9 1766.68 1784.3 1785.88 1774.26 1778.13 1781.65 1790.46 1788.52 1799.62 1789.58 1782.01 1764.75 1777.0829 10 5 ESTRUCTURA CORTE HORIZONTAL EN H C/PERNO 13CHH3-P U 1099.35 1101.33 1109.9 1114.41 1118.7 1105.84 1103.86 1111.66 1117.38 1100.78 1102.76 1099.35 1107.93 1116.83 1109.24 1102.87 1113.86 1114.85 1107.6 1110.01 1112.21 1117.71 1116.5 1123.43 1117.16 1112.43 1101.66 1109.3529 10 6 ESTRUCTURA CORTE HORIZONTAL EN H C/ABRAZADERA 13CHH3-A U 1107.27 1109.26 1117.9 1122.44 1126.76 1113.8 1111.81 1119.67 1125.43 1108.71 1110.7 1107.27 1115.91 1124.88 1117.24 1110.81 1121.89 1122.88 1115.57 1118.01 1120.22 1125.76 1124.54 1131.52 1125.21 1120.45 1109.6 1117.3529 10 7 ESTRUCTURA CORTE EN MARCO DOBLE C/PERNO 13CMD3-P U 2160.96 2164.85 2181.71 2190.56 2198.99 2173.71 2169.82 2185.16 2196.4 2163.77 2167.66 2160.96 2177.82 2195.32 2180.41 2167.88 2189.48 2191.43 2177.17 2181.92 2186.24 2197.05 2194.67 2208.29 2195.97 2186.68 2165.5 2180.6329 10 8 ESTRUCTURA CORTE EN MARCO DOBLE C/ABRAZADERA 13CMD3-A U 2192.45 2196.4 2213.5 2222.48 2231.04 2205.39 2201.44 2217 2228.41 2195.3 2199.25 2192.45 2209.55 2227.31 2212.18 2199.46 2221.39 2223.36 2208.89 2213.72 2218.1 2229.06 2226.65 2240.47 2227.97 2218.54 2197.05 2212.429 10 9 ESTRUCTURA TANGENTE SENCILLA 1F C/PERNO 13TS1-P U 38.45 38.52 38.82 38.98 39.13 38.68 38.61 38.88 39.08 38.5 38.57 38.45 38.75 39.06 38.8 38.58 38.96 39 38.74 38.83 38.9 39.1 39.05 39.3 39.08 38.91 38.53 38.829 10 10 ESTRUCTURA TANGENTE SENCILLA 1F C/ABRAZADERA 13TS1-A U 44.87 44.95 45.3 45.49 45.66 45.14 45.06 45.38 45.61 44.93 45.01 44.87 45.22 45.59 45.28 45.02 45.47 45.51 45.21 45.31 45.4 45.62 45.57 45.86 45.6 45.41 44.97 45.2829 10 11 ESTRUCTURA TANGENTE SENCILLA 2F C/PERNO 13TS2-P U 785.96 787.38 793.51 796.73 799.8 790.6 789.19 794.77 798.85 786.98 788.4 785.96 792.09 798.46 793.04 788.48 796.34 797.04 791.86 793.59 795.16 799.09 798.22 803.17 798.69 795.32 787.61 793.1129 10 12 ESTRUCTURA TANGENTE SENCILLA 2F C/ABRAZADERA 13TS2-A U 789.17 790.59 796.75 799.98 803.06 793.83 792.41 798.01 802.11 790.2 791.62 789.17 795.33 801.72 796.27 791.7 799.59 800.3 795.09 796.83 798.41 802.35 801.48 806.46 801.96 798.56 790.83 796.3529 10 13 ESTRUCTURA TANGENTE SENCILLA 3F C/PERNO 13TS3-P U 821.51 822.98 829.39 832.76 835.96 826.35 824.87 830.71 834.98 822.57 824.05 821.51 827.91 834.57 828.9 824.13 832.35 833.09 827.67 829.47 831.12 835.23 834.32 839.5 834.81 831.28 823.23 828.9829 10 14 ESTRUCTURA TANGENTE SENCILLA 3F C/ABRAZADERA 13TS3-A U 773.57 774.96 780.99 784.16 787.18 778.13 776.74 782.23 786.25 774.57 775.96 773.57 779.6 785.87 780.53 776.04 783.78 784.47 779.37 781.07 782.62 786.48 785.63 790.51 786.1 782.77 775.19 780.6129 10 15 ESTRUCTURA TANGENTE DOBLE 1F C/PERNO 13TD1-P U 77.22 77.36 77.96 78.28 78.58 77.68 77.54 78.09 78.49 77.32 77.46 77.22 77.82 78.45 77.92 77.47 78.24 78.31 77.8 77.97 78.13 78.51 78.43 78.91 78.47 78.14 77.38 77.9229 10 16 ESTRUCTURA TANGENTE DOBLE 1F C/ABRAZADERA 13TD1-A U 86.06 86.22 86.89 87.24 87.58 86.57 86.42 87.03 87.47 86.17 86.33 86.06 86.73 87.43 86.84 86.34 87.2 87.28 86.71 86.9 87.07 87.5 87.4 87.95 87.46 87.09 86.24 86.8529 10 17 ESTRUCTURA TANGENTE DOBLE 2F C/PERNO 13TD2-P U 1574.22 1577.05 1589.33 1595.79 1601.93 1583.51 1580.68 1591.85 1600.04 1576.27 1579.1 1574.22 1586.5 1599.25 1588.39 1579.26 1595 1596.42 1586.03 1589.49 1592.64 1600.51 1598.78 1608.7 1599.72 1592.95 1577.53 1588.5529 10 18 ESTRUCTURA TANGENTE DOBLE 2F C/ABRAZADERA 13TD2-A U 1578.67 1581.51 1593.83 1600.3 1606.46 1587.98 1585.14 1596.35 1604.56 1580.72 1583.57 1578.67 1590.98 1603.77 1592.88 1583.72 1599.51 1600.93 1590.51 1593.98 1597.14 1605.03 1603.3 1613.24 1604.25 1597.46 1581.99 1593.0429 10 19 ESTRUCTURA TANGENTE DOBLE 3F C/PERNO 13TD3-P U 1643.28 1646.23 1659.05 1665.79 1672.2 1652.97 1650.01 1661.68 1670.23 1645.41 1648.37 1643.28 1656.09 1669.4 1658.07 1648.53 1664.97 1666.45 1655.6 1659.22 1662.5 1670.72 1668.91 1679.26 1669.9 1662.83 1646.73 1658.2329 10 20 ESTRUCTURA TANGENTE DOBLE 3F C/ABRAZADERA 13TD3-A U 1647.73 1650.69 1663.54 1670.3 1676.73 1657.45 1654.48 1666.18 1674.75 1649.87 1652.83 1647.73 1660.58 1673.92 1662.56 1653 1669.48 1670.96 1660.08 1663.71 1667 1675.24 1673.43 1683.81 1674.42 1667.33 1651.19 1662.7229 10 21 ESTRUCTURA TANGENTE ASIMETRICA 1F C/PERNO 13TA1-P U 432.18 432.96 436.33 438.1 439.79 434.73 433.95 437.02 439.27 432.74 433.52 432.18 435.55 439.05 436.07 433.56 437.89 438.28 435.42 436.37 437.24 439.4 438.92 441.65 439.18 437.33 433.09 436.1129 10 22 ESTRUCTURA TANGENTE ASIMETRICA 1F C/ABRAZADERA 13TA1-A U 435.39 436.18 439.57 441.36 443.06 437.96 437.18 440.27 442.53 435.96 436.74 435.39 438.79 442.31 439.31 436.79 441.14 441.53 438.66 439.62 440.49 442.66 442.18 444.93 442.45 440.57 436.31 439.3529 10 23 ESTRUCTURA TANGENTE ASIMETRICA 2F C/PERNO 13TA2-P U 795.55 796.98 803.19 806.45 809.55 800.24 798.81 804.46 808.6 796.59 798.02 795.55 801.76 808.2 802.71 798.1 806.05 806.77 801.52 803.27 804.86 808.84 807.96 812.97 808.44 805.02 797.22 802.7929 10 24 ESTRUCTURA TANGENTE ASIMETRICA 2F C/ABRAZADERA 13TA2-A U 930.62 932.3 939.55 943.37 947 936.11 934.44 941.04 945.88 931.83 933.51 930.62 937.88 945.42 939 933.6 942.9 943.74 937.6 939.65 941.51 946.16 945.14 951 945.7 941.69 932.57 939.0929 10 25 ESTRUCTURA TANGENTE ASIMETRICA 3F C/PERNO 13TA3-P U 1156.11 1158.19 1167.2 1171.94 1176.45 1162.93 1160.85 1169.05 1175.07 1157.61 1159.69 1156.11 1165.12 1174.49 1166.51 1159.81 1171.37 1172.41 1164.78 1167.32 1169.63 1175.41 1174.14 1181.42 1174.83 1169.86 1158.53 1166.6329 10 26 ESTRUCTURA TANGENTE ASIMETRICA 3F C/ABRAZADERA 13TA3-A U 1159.32 1161.4 1170.45 1175.2 1179.72 1166.16 1164.07 1172.3 1178.33 1160.82 1162.91 1159.32 1168.36 1177.75 1169.75 1163.03 1174.62 1175.66 1168.01 1170.56 1172.88 1178.68 1177.4 1184.71 1178.1 1173.11 1161.75 1169.8729 10 27 ESTRUCTURA TANGENTE DOBLE ASIMETRICA 1F C/PERNO 13TDA1-P U 92.53 92.69 93.41 93.79 94.15 93.07 92.9 93.56 94.04 92.65 92.81 92.53 93.25 94 93.36 92.82 93.75 93.83 93.22 93.42 93.61 94.07 93.97 94.55 94.02 93.63 92.72 93.3729 10 28 ESTRUCTURA TANGENTE DOBLE ASIMETRICA 1F C/ABRAZADERA 13TD1-A U 86.35 86.5 87.17 87.53 87.87 86.85 86.7 87.31 87.76 86.46 86.61 86.35 87.02 87.72 87.12 86.62 87.49 87.56 86.99 87.18 87.36 87.79 87.69 88.24 87.74 87.37 86.53 87.1329 10 29 ESTRUCTURA TANGENTE DOBLE ASIMETRICA 2F C/PERNO 13TDA2-P U 1575.36 1578.19 1590.48 1596.94 1603.09 1584.65 1581.82 1593 1601.19 1577.41 1580.24 1575.36 1587.65 1600.41 1589.54 1580.4 1596.15 1597.57 1587.17 1590.64 1593.79 1601.67 1599.93 1609.86 1600.88 1594.11 1578.67 1589.6929 10 30 ESTRUCTURA TANGENTE DOBLE ASIMETRICA 2F C/ABRAZADERA 13TDA2-A U 1579.81 1582.65 1594.97 1601.45 1607.61 1589.13 1586.29 1597.5 1605.72 1581.86 1584.71 1579.81 1592.13 1604.93 1594.03 1584.86 1600.66 1602.08 1591.66 1595.13 1598.29 1606.19 1604.45 1614.41 1605.4 1598.61 1583.13 1594.1929 10 31 ESTRUCTURA TANGENTE DOBLE ASIMETRICA 3F C/PERNO 13TDA3-P U 2294.74 2298.87 2316.77 2326.18 2335.13 2308.28 2304.15 2320.44 2332.37 2297.72 2301.85 2294.74 2312.64 2331.23 2315.39 2302.08 2325.03 2327.1 2311.95 2317 2321.59 2333.06 2330.54 2344.99 2331.91 2322.05 2299.56 2315.6229 10 32 ESTRUCTURA TANGENTE DOBLE ASIMETRICA 3F C/ABRAZADERA 13TDA3-A U 2309.23 2313.39 2331.4 2340.87 2349.87 2322.85 2318.7 2335.09 2347.1 2312.23 2316.39 2309.23 2327.24 2345.95 2330.01 2316.62 2339.71 2341.79 2326.55 2331.63 2336.25 2347.79 2345.25 2359.8 2346.64 2336.71 2314.08 2330.2429 10 33 ESTRUCTURA VOLADA SENCILLO 1F C/PERNO 13VS1-P U 454.47 455.29 458.83 460.7 462.47 457.15 456.33 459.56 461.92 455.06 455.88 454.47 458.02 461.7 458.56 455.93 460.47 460.88 457.88 458.88 459.79 462.06 461.56 464.42 461.83 459.88 455.43 458.6129 10 34 ESTRUCTURA VOLADA SENCILLO 1F C/ABRAZADERA 13VS1-A U 457.68 458.51 462.07 463.95 465.74 460.38 459.56 462.81 465.19 458.28 459.1 457.68 461.25 464.96 461.8 459.15 463.72 464.13 461.11 462.12 463.04 465.32 464.82 467.7 465.1 463.13 458.64 461.8529 10 35 ESTRUCTURA VOLADA SENCILLO 2F C/PERNO 13TVS2-P U 811.22 812.68 819.01 822.34 825.5 816.01 814.55 820.31 824.53 812.28 813.74 811.22 817.55 824.12 818.52 813.82 821.93 822.66 817.31 819.09 820.71 824.77 823.88 828.99 824.36 820.88 812.93 818.629 10 36 ESTRUCTURA VOLADA SENCILLO 2F C/ABRAZADERA 13VS2-A U 814.43 815.9 822.25 825.59 828.77 819.24 817.77 823.55 827.79 815.49 816.96 814.43 820.78 827.38 821.76 817.04 825.18 825.92 820.54 822.33 823.96 828.03 827.14 832.27 827.63 824.12 816.14 821.8429 10 37 ESTRUCTURA VOLADA SENCILLO 3F C/PERNO 13VS3-P U 1171.72 1173.83 1182.97 1187.78 1192.35 1178.64 1176.53 1184.85 1190.94 1173.25 1175.36 1171.72 1180.86 1190.35 1182.27 1175.47 1187.19 1188.25 1180.51 1183.09 1185.43 1191.29 1190 1197.38 1190.71 1185.67 1174.18 1182.3929 10 38 ESTRUCTURA VOLADA SENCILLO 3F C/ABRAZADERA 13VS3-A U 1174.93 1177.05 1186.21 1191.03 1195.61 1181.87 1179.75 1188.09 1194.2 1176.46 1178.58 1174.93 1184.1 1193.62 1185.51 1178.69 1190.44 1191.5 1183.75 1186.33 1188.68 1194.56 1193.26 1200.67 1193.97 1188.92 1177.4 1185.6329 10 39 ESTRUCTURA VOLADA DOBLE 1F C/PERNO 13VD1-P U 905.69 907.32 914.38 918.09 921.63 911.03 909.4 915.83 920.54 906.86 908.5 905.69 912.75 920.09 913.84 908.59 917.64 918.46 912.48 914.47 916.28 920.81 919.82 925.52 920.36 916.46 907.59 913.9329 10 40 ESTRUCTURA VOLADA DOBLE 1F C/ABRAZADERA 13VD1-A U 910.14 911.78 918.87 922.61 926.16 915.51 913.87 920.33 925.06 911.32 912.96 910.14 917.24 924.61 918.33 913.05 922.15 922.97 916.96 918.97 920.79 925.34 924.34 930.07 924.88 920.97 912.05 918.4229 10 41 ESTRUCTURA VOLADA DOBLE 2F C/PERNO 13VD2-P U 1620.35 1623.27 1635.91 1642.55 1648.87 1629.91 1627 1638.5 1646.93 1622.46 1625.38 1620.35 1632.99 1646.12 1634.94 1625.54 1641.74 1643.2 1632.51 1636.07 1639.31 1647.41 1645.63 1655.84 1646.6 1639.64 1623.76 1635.129 10 42 ESTRUCTURA VOLADA DOBLE 2F C/ABRAZADERA 13VD2-A U 1624.8 1627.73 1640.4 1647.06 1653.4 1634.39 1631.47 1643 1651.45 1626.92 1629.84 1624.8 1637.48 1650.64 1639.43 1630 1646.25 1647.71 1636.99 1640.56 1643.81 1651.94 1650.15 1660.39 1651.12 1644.14 1628.22 1639.5929 10 43 ESTRUCTURA VOLADA DOBLE 3F C/PERNO 13VD3-P U 2329.66 2333.86 2352.03 2361.58 2370.67 2343.41 2339.22 2355.76 2367.87 2332.69 2336.89 2329.66 2347.84 2366.71 2350.63 2337.12 2360.42 2362.51 2347.14 2352.26 2356.92 2368.57 2366.01 2380.68 2367.4 2357.39 2334.56 2350.8629 10 44 ESTRUCTURA VOLADA DOBLE 3F C/ABRAZADERA 13VD3-A U 2334.11 2338.32 2356.52 2366.09 2375.2 2347.88 2343.68 2360.26 2372.39 2337.15 2341.35 2334.11 2352.32 2371.23 2355.12 2341.58 2364.92 2367.03 2351.62 2356.76 2361.42 2373.09 2370.53 2385.23 2371.93 2361.89 2339.02 2355.3529 10 45 ESTRUCTURA CORTE HORIZONTAL 1F C/PERNO 13CH1-P U 120.77 120.99 121.93 122.43 122.9 121.48 121.27 122.12 122.75 120.93 121.15 120.77 121.71 122.69 121.86 121.16 122.37 122.47 121.68 121.94 122.18 122.79 122.65 123.42 122.73 122.21 121.02 121.8729 10 46 ESTRUCTURA CORTE HORIZONTAL 1F C/ABRAZADERA 13CH1-A U 127.14 127.37 128.36 128.88 129.38 127.89 127.66 128.56 129.23 127.31 127.54 127.14 128.13 129.16 128.29 127.55 128.82 128.93 128.09 128.37 128.63 129.26 129.12 129.93 129.2 128.65 127.41 128.329 10 47 ESTRUCTURA CORTE HORIZONTAL 2F C/PERNO 13CH2-P U 311.47 312.03 314.46 315.74 316.96 313.31 312.75 314.96 316.58 311.88 312.44 311.47 313.9 316.43 314.28 312.47 315.59 315.87 313.81 314.5 315.12 316.68 316.33 318.3 316.52 315.18 312.13 314.3129 10 48 ESTRUCTURA CORTE HORIZONTAL 2F C/ABRAZADERA 13CH2-A U 315.03 315.6 318.06 319.35 320.58 316.89 316.33 318.56 320.2 315.44 316.01 315.03 317.49 320.04 317.87 316.04 319.19 319.48 317.4 318.09 318.72 320.3 319.95 321.93 320.14 318.78 315.7 317.929 10 49 ESTRUCTURA CORTE HORIZONTAL 3F C/PERNO 13CH3-P U 749.95 751.3 757.15 760.23 763.15 754.38 753.03 758.35 762.25 750.93 752.28 749.95 755.8 761.88 756.7 752.35 759.85 760.53 755.58 757.23 758.73 762.48 761.65 766.38 762.1 758.88 751.53 756.7829 10 50 ESTRUCTURA CORTE HORIZONTAL 3F C/ABRAZADERA 13CH3-A U 753.51 754.87 760.75 763.84 766.78 757.96 756.6 761.95 765.87 754.49 755.85 753.51 759.39 765.49 760.29 755.92 763.46 764.14 759.16 760.82 762.33 766.1 765.27 770.02 765.72 762.48 755.1 760.3729 10 51 ESTRUCTURA REMATE HORIZONTAL 1F C/PERNO 13RH1-P U 43.93 44.01 44.35 44.53 44.7 44.19 44.11 44.42 44.65 43.99 44.07 43.93 44.27 44.63 44.33 44.07 44.51 44.55 44.26 44.36 44.44 44.66 44.62 44.89 44.64 44.45 44.02 44.3329 10 52 ESTRUCTURA REMATE HORIZONTAL 1F C/ABRAZADERA 13RH1-A U 46.05 46.13 46.49 46.68 46.86 46.32 46.24 46.57 46.81 46.11 46.19 46.05 46.41 46.78 46.47 46.2 46.66 46.7 46.4 46.5 46.59 46.82 46.77 47.06 46.8 46.6 46.15 46.4729 10 53 ESTRUCTURA REMATE HORIZONTAL 2F C/PERNO 13RH2-P U 224.97 225.37 227.13 228.05 228.93 226.3 225.89 227.49 228.66 225.26 225.67 224.97 226.72 228.54 226.99 225.69 227.94 228.14 226.66 227.15 227.6 228.72 228.48 229.89 228.61 227.64 225.44 227.0229 10 54 ESTRUCTURA REMATE HORIZONTAL 2F C/ABRAZADERA 13RH2-A U 228.53 228.94 230.72 231.66 232.55 229.88 229.46 231.09 232.28 228.83 229.24 228.53 230.31 232.16 230.58 229.26 231.54 231.75 230.24 230.74 231.2 232.34 232.09 233.53 232.23 231.25 229.01 230.6129 10 55 ESTRUCTURA REMATE HORIZONTAL 3F C/PERNO 13RH3-P U 268.77 269.25 271.35 272.45 273.5 270.36 269.87 271.78 273.18 269.12 269.6 268.77 270.87 273.04 271.19 269.63 272.32 272.56 270.79 271.38 271.91 273.26 272.96 274.66 273.12 271.97 269.33 271.2229 10 56 ESTRUCTURA REMATE HORIZONTAL 3F C/ABRAZADERA 13RH3-A U 272.33 272.82 274.95 276.06 277.12 273.94 273.45 275.38 276.8 272.69 273.17 272.33 274.46 276.66 274.78 273.2 275.93 276.17 274.37 274.97 275.52 276.88 276.58 278.29 276.74 275.57 272.9 274.8129 10 57 ESTRUCTURA PROLONGACION DE FASES 1F C/PERNO 13PF1-P U 78.26 78.4 79.01 79.33 79.63 78.72 78.58 79.13 79.54 78.36 78.5 78.26 78.87 79.5 78.96 78.51 79.29 79.36 78.84 79.02 79.17 79.56 79.48 79.97 79.53 79.19 78.42 78.9729 10 58 ESTRUCTURA PROLONGACION DE FASES 1F C/ABRAZADERA 13PF1-A U 82.51 82.66 83.3 83.64 83.96 82.99 82.85 83.43 83.86 82.62 82.76 82.51 83.15 83.82 83.25 82.77 83.6 83.67 83.13 83.31 83.47 83.89 83.79 84.31 83.84 83.49 82.68 83.2629 10 59 ESTRUCTURA PROLONGACION DE FASES 2F C/PERNO 13PF2-P U 89.14 89.3 89.99 90.36 90.7 89.66 89.5 90.13 90.6 89.25 89.41 89.14 89.83 90.55 89.94 89.42 90.31 90.39 89.8 90 90.18 90.62 90.53 91.09 90.58 90.2 89.32 89.9529 10 60 ESTRUCTURA PROLONGACION DE FASES CON ABRAZADERA 13PF2-A U 89.14 89.3 89.99 90.36 90.7 89.66 89.5 90.13 90.6 89.25 89.41 89.14 89.83 90.55 89.94 89.42 90.31 90.39 89.8 90 90.18 90.62 90.53 91.09 90.58 90.2 89.32 89.9529 10 61 ESTRUCTURA PROLONGACION DE FASES 3F C/PERNO 13PF3-P U 490.65 491.54 495.36 497.38 499.29 493.55 492.67 496.15 498.7 491.29 492.17 490.65 494.48 498.45 495.07 492.22 497.13 497.57 494.33 495.41 496.39 498.85 498.31 501.4 498.6 496.49 491.68 495.1229 10 62 ESTRUCTURA PROLONGACION DE FASES 3F C/ABRAZADERA 13PF3-A U 490.65 491.54 495.36 497.38 499.29 493.55 492.67 496.15 498.7 491.29 492.17 490.65 494.48 498.45 495.07 492.22 497.13 497.57 494.33 495.41 496.39 498.85 498.31 501.4 498.6 496.49 491.68 495.1229 10 63 ESTRUCTURA CRUCE HORIZONTAL DOBLE REMATE 1F C/PERNO 13CD1-P U 90.6 90.76 91.46 91.84 92.19 91.13 90.97 91.61 92.08 90.71 90.88 90.6 91.3 92.04 91.41 90.88 91.79 91.87 91.27 91.47 91.65 92.11 92.01 92.58 92.06 91.67 90.79 91.4229 10 64 ESTRUCTURA CRUCE HORIZONTAL DOBLE REMATE 1F C/ABRAZADERA 13CD1-A U 96.62 96.79 97.54 97.94 98.32 97.19 97.01 97.7 98.2 96.74 96.91 96.62 97.37 98.15 97.48 96.92 97.89 97.98 97.34 97.55 97.75 98.23 98.12 98.73 98.18 97.77 96.82 97.4929 10 65 ESTRUCTURA CRUCE HORIZONTAL DOBLE REMATE 2F C/PERNO 13CD2-P U 819.55 821.02 827.41 830.77 833.97 824.38 822.91 828.72 832.99 820.61 822.09 819.55 825.94 832.58 826.92 822.17 830.36 831.1 825.69 827.49 829.13 833.23 832.33 837.49 832.82 829.3 821.27 82729 10 66 ESTRUCTURA CRUCE HORIZONTAL DOBLE REMATE 2F C/ABRAZADERA 13CD2-A U 828 829.49 835.94 839.34 842.57 832.88 831.39 837.27 841.57 829.07 830.56 828 834.45 841.16 835.45 830.64 838.92 839.67 834.21 836.03 837.68 841.82 840.91 846.13 841.41 837.85 829.73 835.5329 10 67 ESTRUCTURA CRUCE HORIZONTAL DOBLE REMATE 3F C/PERNO 13CD3-P U 1254.2 1256.46 1266.25 1271.39 1276.28 1261.6 1259.35 1268.25 1274.77 1255.84 1258.09 1254.2 1263.99 1274.15 1265.49 1258.22 1270.76 1271.89 1263.61 1266.37 1268.88 1275.15 1273.77 1281.67 1274.52 1269.13 1256.84 1265.6229 10 68 ESTRUCTURA CRUCE HORIZONTAL DOBLE REMATE 3F C/ABRAZADERA 13CD3-A U 1262.65 1264.93 1274.78 1279.95 1284.88 1270.1 1267.83 1276.8 1283.36 1264.3 1266.57 1262.65 1272.5 1282.73 1274.02 1266.69 1279.32 1280.46 1272.12 1274.9 1277.43 1283.74 1282.35 1290.31 1283.11 1277.68 1265.31 1274.1529 10 69 ESTRUCTURA CRUCE VERTICAL SENCILLO 1F C/PERNO 13CV1-P U 45.92 46 46.36 46.55 46.73 46.19 46.11 46.44 46.67 45.98 46.06 45.92 46.28 46.65 46.33 46.07 46.53 46.57 46.27 46.37 46.46 46.69 46.64 46.93 46.66 46.47 46.02 46.3429 10 70 ESTRUCTURA CRUCE VERTICAL SENCILLO 1F C/ABRAZADERA 13CV1-A U 48.93 49.02 49.4 49.6 49.79 49.22 49.13 49.48 49.73 48.99 49.08 48.93 49.31 49.71 49.37 49.09 49.58 49.62 49.3 49.41 49.5 49.75 49.69 50 49.72 49.51 49.03 49.3829 10 71 ESTRUCTURA CRUCE VERTICAL SENCILLO 2F C/PERNO 13CV2-P U 90.99 91.16 91.86 92.24 92.59 91.53 91.36 92.01 92.48 91.11 91.27 90.99 91.7 92.44 91.81 91.28 92.19 92.27 91.67 91.87 92.06 92.51 92.41 92.98 92.47 92.07 91.18 91.8229 10 72 ESTRUCTURA CRUCE VERTICAL SENCILLO 2F C/ABRAZADERA 13CV2-A U 97.74 97.92 98.68 99.08 99.46 98.32 98.14 98.84 99.34 97.87 98.04 97.74 98.5 99.3 98.62 98.05 99.03 99.12 98.47 98.69 98.89 99.37 99.27 99.88 99.32 98.9 97.95 98.6329 10 73 ESTRUCTURA CRUCE VERTICAL SENCILLO 3F C/PERNO 13CV3-P U 136 136.24 137.3 137.86 138.39 136.8 136.56 137.52 138.23 136.18 136.42 136 137.06 138.16 137.22 136.43 137.79 137.92 137.02 137.32 137.59 138.27 138.12 138.98 138.2 137.62 136.28 137.2429 10 74 ESTRUCTURA CRUCE VERTICAL SENCILLO 3F C/ABRAZADERA 13CV3-A U 122.09 122.31 123.26 123.76 124.24 122.81 122.59 123.46 124.09 122.25 122.47 122.09 123.04 124.03 123.19 122.48 123.7 123.81 123 123.27 123.52 124.13 123.99 124.76 124.07 123.54 122.35 123.229 10 75 ESTRUCTURA CRUCE VERTICAL DOBLE REMATE 1F C/PERNO 13CR1-P U 88.27 88.43 89.12 89.48 89.83 88.79 88.63 89.26 89.72 88.39 88.55 88.27 88.96 89.68 89.07 88.56 89.44 89.52 88.94 89.13 89.31 89.75 89.65 90.21 89.7 89.32 88.46 89.0829 10 76 ESTRUCTURA CRUCE VERTICAL DOBLE REMATE 1F C/ABRAZADERA 13CR1-A U 91.28 91.45 92.16 92.53 92.89 91.82 91.66 92.31 92.78 91.4 91.57 91.28 92 92.73 92.1 91.58 92.49 92.57 91.97 92.17 92.35 92.81 92.71 93.28 92.76 92.37 91.47 92.1129 10 77 ESTRUCTURA CRUCE VERTICAL DOBLE REMATE 2F C/PERNO 13CR2-P U 172.99 173.3 174.65 175.36 176.04 174.01 173.7 174.93 175.83 173.22 173.53 172.99 174.34 175.74 174.55 173.55 175.28 175.43 174.29 174.67 175.02 175.88 175.69 176.78 175.79 175.05 173.36 174.5729 10 78 ESTRUCTURA CRUCE VERTICAL DOBLE REMATE 2F C/ABRAZADERA 13CR2-A U 179.74 180.07 181.47 182.2 182.91 180.8 180.48 181.75 182.69 179.98 180.3 179.74 181.14 182.6 181.36 180.32 182.11 182.28 181.09 181.49 181.84 182.74 182.55 183.68 182.65 181.88 180.12 181.3829 10 79 ESTRUCTURA CRUCE VERTICAL DOBLE REMATE 3F C/PERNO 13CR3-P U 256.89 257.36 259.36 260.41 261.41 258.41 257.94 259.77 261.11 257.23 257.69 256.89 258.9 260.98 259.2 257.71 260.28 260.51 258.82 259.38 259.9 261.18 260.9 262.52 261.05 259.95 257.43 259.2329 10 80 ESTRUCTURA CRUCE VERTICAL DOBLE REMATE 3F C/ABRAZADERA 13CR3-A U 267.38 267.86 269.95 271.04 272.09 268.96 268.48 270.38 271.77 267.73 268.21 267.38 269.47 271.63 269.79 268.24 270.91 271.15 269.39 269.98 270.51 271.85 271.55 273.24 271.71 270.56 267.94 269.8229 10 81 ESTRUCTURA DERIVACION HORIZONTAL 1F C/PERNO 13DH1-P U 47.97 48.06 48.43 48.63 48.82 48.25 48.17 48.51 48.76 48.03 48.12 47.97 48.35 48.73 48.4 48.12 48.6 48.65 48.33 48.44 48.53 48.77 48.72 49.02 48.75 48.54 48.07 48.4129 10 82 ESTRUCTURA DERIVACION HORIZONTAL 1F C/ABRAZADERA 13DH1-A U 50.82 50.91 51.31 51.52 51.72 51.12 51.03 51.39 51.66 50.89 50.98 50.82 51.22 51.63 51.28 50.98 51.49 51.54 51.2 51.31 51.42 51.67 51.61 51.93 51.64 51.43 50.93 51.2829 10 83 ESTRUCTURA DERIVACION HORIZONTAL 2F C/PERNO 13DH2-P U 590.67 591.74 596.34 598.77 601.07 594.16 593.1 597.29 600.36 591.44 592.5 590.67 595.28 600.06 595.99 592.56 598.47 599 595.1 596.4 597.58 600.54 599.89 603.61 600.24 597.7 591.91 596.0529 10 84 ESTRUCTURA DERIVACION HORIZONTAL 2F C/ABRAZADERA 13DH2-A U 594.96 596.03 600.67 603.11 605.43 598.47 597.4 601.63 604.72 595.74 596.81 594.96 599.6 604.42 600.32 596.87 602.82 603.35 599.43 600.73 601.92 604.9 604.24 607.99 604.6 602.04 596.21 600.3829 10 85 ESTRUCTURA DERIVACION HORIZONTAL 3F C/PERNO 13DH3-P U 989.54 991.32 999.04 1003.09 1006.95 995.38 993.59 1000.62 1005.77 990.82 992.61 989.54 997.26 1005.27 998.44 992.7 1002.6 1003.49 996.96 999.14 1001.11 1006.06 1004.97 1011.21 1005.57 1001.31 991.62 998.54

29 10 86 ESTRUCTURA DERIVACION HORIZONTAL 3F C/ABRAZADERA 13DH3-A U 993.83 995.62 1003.37 1007.44 1011.32 999.69 997.9 1004.96 1010.13 995.12 996.91 993.83 1001.58 1009.63 1002.77 997.01 1006.95 1007.84 1001.28 1003.47 1005.45 1010.42 1009.33 1015.59 1009.93 1005.65 995.91 1002.8729 10 87 ESTRUCTURA DERIVACION CON CORTACIRCUITOS 1F C/PERNO 13DC1-P U 186.9 187.23 188.69 189.46 190.19 188 187.66 188.99 189.96 187.14 187.48 186.9 188.36 189.87 188.58 187.5 189.36 189.53 188.3 188.71 189.08 190.02 189.81 190.99 189.93 189.12 187.29 188.629 10 88 ESTRUCTURA DERIVACION CON CORTACIRCUITOS 1F C/ABRAZADERA 13DC1-A U 194.58 194.93 196.45 197.24 198 195.73 195.38 196.76 197.77 194.83 195.18 194.58 196.1 197.67 196.33 195.2 197.15 197.32 196.04 196.47 196.85 197.83 197.61 198.84 197.73 196.89 194.99 196.3529 10 89 ESTRUCTURA DERIVACION CON CORTACIRCUITOS 2F C/PERNO 13DC2-P U 472.38 473.23 476.91 478.85 480.69 475.16 474.31 477.67 480.12 472.99 473.84 472.38 476.06 479.89 476.63 473.89 478.61 479.04 475.92 476.96 477.9 480.26 479.75 482.72 480.03 478 473.37 476.6729 10 90 ESTRUCTURA DERIVACION CON CORTACIRCUITOS 2F C/ABRAZADERA 13DC2-A U 476.97 477.82 481.54 483.5 485.36 479.78 478.92 482.31 484.79 477.59 478.44 476.97 480.69 484.55 481.26 478.49 483.26 483.69 480.54 481.59 482.55 484.93 484.41 487.41 484.69 482.64 477.97 481.3129 10 91 ESTRUCTURA DERIVACION CON CORTACIRCUITOS 3F C/PERNO 13DC3-P U 629.39 630.52 635.43 638.01 640.46 633.1 631.97 636.44 639.71 630.2 631.34 629.39 634.3 639.39 635.05 631.4 637.69 638.26 634.11 635.49 636.75 639.9 639.2 643.17 639.58 636.88 630.71 635.1129 10 92 ESTRUCTURA DEREIVACION CON CORTACIRCUITOS 3F C/ABRAZADERA 13DC3-A U 634.47 635.61 640.56 643.16 645.63 638.21 637.07 641.57 644.87 635.29 636.43 634.47 639.42 644.55 640.18 636.5 642.84 643.41 639.23 640.62 641.89 645.06 644.36 648.36 644.74 642.02 635.8 640.2429 10 93 ESTRUCTURA INSTALACION DE UN TRANSFORMADOR NEUTRO COMUN C/PERNO 13T1C-P U 357.02 357.66 360.44 361.91 363.3 359.12 358.48 361.02 362.87 357.48 358.12 357.02 359.8 362.69 360.23 358.16 361.73 362.05 359.69 360.48 361.19 362.98 362.59 364.84 362.8 361.27 357.77 360.2629 10 94 ESTRUCTURA INSTALACION DE UN TRANSFORMADOR NEUTRO COMUN C/ABRAZADERA 13T1C-A U 368.84 369.5 372.38 373.89 375.33 371.01 370.35 372.97 374.88 369.31 369.98 368.84 371.71 374.7 372.16 370.02 373.7 374.04 371.6 372.41 373.15 375 374.59 376.91 374.81 373.23 369.61 372.1929 10 95 ESTRUCTURA INSTALACION DE UN BANCO DE 2 TRANSFORMADORES NEUTRO COMUN C/PERNO 13T2C-P U 613.52 614.63 619.41 621.93 624.32 617.14 616.04 620.39 623.58 614.32 615.42 613.52 618.31 623.28 619.04 615.48 621.62 622.17 618.12 619.47 620.7 623.77 623.09 626.96 623.46 620.82 614.81 619.129 10 96 ESTRUCTURA INSTALACION DE UN BANCO DE 2 TRANSFORMADORES NEUTRO COMUN C/ABRAZADERA 13T2C-A U 634.46 635.6 640.55 643.15 645.63 638.2 637.06 641.57 644.87 635.28 636.43 634.46 639.41 644.55 640.17 636.49 642.83 643.41 639.22 640.61 641.88 645.06 644.36 648.36 644.74 642.01 635.79 640.2329 10 97 ESTRUCTURA INSTALACION DE UN BANCO DE 3 TRANSFORMADORES NEUTRO COMUN C/PERNO 13T3C-P U 987.45 989.23 996.93 1000.98 1004.83 993.28 991.5 998.51 1003.64 988.73 990.51 987.45 995.15 1003.15 996.34 990.61 1000.48 1001.37 994.86 997.03 999 1003.94 1002.86 1009.08 1003.45 999.2 989.53 996.4429 10 98 ESTRUCTURA INSTALACION DE UN BANCO DE 3 TRANSFORMADORES NEUTRO COMUN C/ABRAZADERA 13T3C-A U 1015.08 1016.91 1024.82 1028.99 1032.95 1021.07 1019.24 1026.45 1031.73 1016.4 1018.23 1015.08 1023 1031.22 1024.22 1018.33 1028.48 1029.39 1022.7 1024.93 1026.96 1032.03 1030.92 1037.31 1031.52 1027.16 1017.21 1024.3229 10 99 ESTRUCTURA INSTALACION DE UN TRANSFORMADOR EXCLUSIVO NEUTRO COMUN C/PERNO 13T1EC-P U 535.24 536.2 540.37 542.57 544.66 538.39 537.43 541.23 544.01 535.93 536.9 535.24 539.41 543.75 540.05 536.95 542.3 542.78 539.25 540.43 541.5 544.17 543.59 546.96 543.91 541.61 536.36 540.1129 10 100 ESTRUCTURA INSTALACION DE UN TRANSFORMADOR EXCLUSIVO NEUTRO COMUN C/ABRAZADERA 13T1EC-A U 388.88 389.58 392.61 394.2 395.72 391.17 390.47 393.23 395.25 389.38 390.08 388.88 391.91 395.06 392.38 390.12 394.01 394.36 391.79 392.65 393.43 395.37 394.94 397.39 395.18 393.5 389.69 392.4129 10 101 ESTRUCTURA INSTALACION DE UN BANCO DE 2 TRANSFORMADORES EXCLUSIVOS NEUTRO COMUN C/PERNO 13T2EC-P U 628.45 629.58 634.48 637.06 639.51 632.16 631.03 635.49 638.76 629.27 630.4 628.45 633.35 638.44 634.11 630.46 636.74 637.31 633.17 634.55 635.8 638.94 638.25 642.21 638.63 635.93 629.77 634.1729 10 102 ESTRUCTURA INSTALACION DE UN BANCO DE 2 TRANSFORMADORES EXCLUSIVOS NEUTRO COMUN C/ABRAZADERA 13T2EC-A U 659.14 660.33 665.47 668.17 670.74 663.03 661.84 666.52 669.95 660 661.18 659.14 664.28 669.62 665.07 661.25 667.84 668.43 664.09 665.53 666.85 670.15 669.42 673.58 669.82 666.98 660.53 665.1429 10 103 ESTRUCTURA INSTALACION DE 3 TRANSFORMADORES EXCLUSIVOS NEUTRO COMUN C/PERNO 13T3EC-P U 1002.69 1004.5 1012.32 1016.43 1020.34 1008.61 1006.8 1013.92 1019.14 1003.99 1005.8 1002.69 1010.51 1018.63 1011.72 1005.9 1015.93 1016.83 1010.21 1012.42 1014.42 1019.43 1018.33 1024.65 1018.93 1014.62 1004.8 1011.8129 10 104 ESTRUCTURA INSTALACION DE UN BANCO DE 3 TRANSFORMADORES EXCLUSIVOS NEUTRO COMUN C/ABRAZADERA 13T3EC-A U 1038.56 1040.43 1048.53 1052.79 1056.84 1044.69 1042.82 1050.19 1055.59 1039.91 1041.78 1038.56 1046.66 1055.07 1047.91 1041.88 1052.27 1053.21 1046.35 1048.64 1050.71 1055.91 1054.76 1061.31 1055.38 1050.92 1040.74 1048.0129 10 105 ESTRUCTURA PARARRAYO DE LINEA DE DISTRIBUCION 1F C/PERNO 13PL1-P U 129.55 129.78 130.79 131.33 131.83 130.31 130.08 131 131.67 129.72 129.95 129.55 130.56 131.61 130.72 129.96 131.26 131.38 130.52 130.81 131.07 131.71 131.57 132.39 131.65 131.09 129.82 130.7329 10 106 ESTRUCTURA PARARRAYO DE LINEA DE DISTRIBUCION 1F C/ABRAZADERA 13PL1-A U 133.09 133.33 134.37 134.91 135.43 133.88 133.64 134.58 135.27 133.26 133.5 133.09 134.13 135.21 134.29 133.52 134.85 134.97 134.09 134.38 134.65 135.31 135.17 136 135.25 134.67 133.37 134.329 10 107 ESTRUCTURA PARARRAYO DE LINEA DE DISTRIBUCION 2F C/PERNO 13PL2-P U 187 187.33 188.79 189.56 190.29 188.1 187.76 189.09 190.06 187.24 187.57 187 188.45 189.97 188.68 187.59 189.46 189.63 188.4 188.81 189.18 190.12 189.91 191.09 190.02 189.22 187.39 188.729 10 108 ESTRUCTURA PARARRAYO DE LINEA DE DISTRIBUCION 2F C/ABRAZADERA 13PL2-A U 187 187.33 188.79 189.56 190.29 188.1 187.76 189.09 190.06 187.24 187.57 187 188.45 189.97 188.68 187.59 189.46 189.63 188.4 188.81 189.18 190.12 189.91 191.09 190.02 189.22 187.39 188.729 10 109 ESTRUCTURA PARARRAYO DE LINEA DE DISTRIBUCION 3F C/PERNO 13PL3-P U 249.51 249.95 251.9 252.92 253.9 250.98 250.53 252.3 253.6 249.83 250.28 249.51 251.45 253.47 251.75 250.3 252.8 253.02 251.38 251.93 252.42 253.67 253.4 254.97 253.55 252.47 250.03 251.7829 10 110 ESTRUCTURA PARARRAYO DE LINEA DE DISTRIBUCION 3F C/ABRAZADERA 13PL3-A U 249.51 249.95 251.9 252.92 253.9 250.98 250.53 252.3 253.6 249.83 250.28 249.51 251.45 253.47 251.75 250.3 252.8 253.02 251.38 251.93 252.42 253.67 253.4 254.97 253.55 252.47 250.03 251.7829 10 111 ESTRUCTURA ACOMETIDA SUBTERRANEA 1F C/PERNO 13AS1-P U 174.06 174.37 175.73 176.44 177.12 175.08 174.77 176 176.91 174.28 174.59 174.06 175.41 176.82 175.62 174.61 176.35 176.51 175.36 175.74 176.09 176.96 176.77 177.87 176.87 176.13 174.42 175.6429 10 112 ESTRUCTURA ACOMETIDA SUBTERRANEA 1F C/ABRAZADERA 13AS1-A U 178 178.32 179.7 180.43 181.13 179.05 178.72 179.99 180.91 178.23 178.55 178 179.38 180.83 179.6 178.56 180.34 180.5 179.33 179.72 180.08 180.97 180.77 181.89 180.88 180.11 178.37 179.6129 10 113 ESTRUCTURA ACOMETIDA SUBTERRANEA 2F C/PERNO 13AS2-P U 403.86 404.59 407.74 409.39 410.97 406.24 405.52 408.38 410.48 404.38 405.11 403.86 407.01 410.28 407.49 405.15 409.19 409.55 406.89 407.78 408.59 410.6 410.16 412.7 410.4 408.67 404.71 407.5329 10 114 ESTRUCTURA ACOMETIDA SUBTERRANEA 2F C/ABRAZADERA 13AS2-A U 408.45 409.19 412.37 414.05 415.64 410.86 410.12 413.03 415.15 408.98 409.72 408.45 411.64 414.94 412.13 409.76 413.84 414.21 411.51 412.41 413.23 415.27 414.82 417.4 415.07 413.31 409.31 412.1729 10 115 ESTRUCTURA ACOMETIDA SUBTERRANEA 3F C/PERNO 13AS3-P U 497.66 498.56 502.44 504.48 506.42 500.6 499.7 503.23 505.82 498.31 499.2 497.66 501.54 505.57 502.14 499.25 504.23 504.68 501.39 502.49 503.48 505.97 505.42 508.56 505.72 503.58 498.71 502.1929 10 116 ESTRUCTURA ACOMETIDA SUBTERRANEA 3F C/ABRAZADERA 13AS3-A U 502.25 503.15 507.07 509.13 511.09 505.21 504.31 507.88 510.49 502.9 503.81 502.25 506.17 510.24 506.77 503.86 508.88 509.33 506.02 507.12 508.13 510.64 510.09 513.25 510.39 508.23 503.31 506.8229 10 117 ESTRUCTURA INSTALACION DE CORTACIRCUITOS 1F C/PERNO 13CC1-P U 39.4 39.47 39.78 39.94 40.09 39.63 39.56 39.84 40.05 39.45 39.52 39.4 39.71 40.03 39.75 39.53 39.92 39.96 39.7 39.78 39.86 40.06 40.01 40.26 40.04 39.87 39.48 39.7629 10 118 ESTRUCTURA INSTALACION DE CORTACIRCUITOS 1F C/ABRAZADERA 13CC1-A U 43.34 43.42 43.76 43.93 44.1 43.6 43.52 43.83 44.05 43.4 43.47 43.34 43.68 44.03 43.73 43.48 43.91 43.95 43.67 43.76 43.85 44.06 44.02 44.29 44.04 43.86 43.43 43.7329 10 119 ESTRUCTURA INSTALACION DE CORTACIRCUITOS 2F C/PERNO 13CC2-P U 212.92 213.3 214.96 215.84 216.67 214.18 213.79 215.31 216.41 213.2 213.58 212.92 214.58 216.31 214.84 213.6 215.73 215.92 214.52 214.99 215.41 216.48 216.24 217.58 216.37 215.45 213.37 214.8629 10 120 ESTRUCTURA INSTALACION DE CORTACIRCUITOS 2F C/ABRAZADERA 13CC2-A U 217.51 217.9 219.6 220.49 221.34 218.79 218.4 219.95 221.08 217.79 218.18 217.51 219.21 220.97 219.47 218.21 220.38 220.58 219.14 219.62 220.06 221.14 220.9 222.27 221.03 220.1 217.97 219.4929 10 121 ESTRUCTURA INSTALACION DE CORTACIRCUITOS 3F C/PERNO 13CC3-P U 226.49 226.9 228.66 229.59 230.48 227.83 227.42 229.03 230.2 226.78 227.19 226.49 228.26 230.09 228.53 227.21 229.48 229.68 228.19 228.69 229.14 230.27 230.02 231.45 230.16 229.19 226.97 228.5529 10 122 ESTRUCTURA INSTALACION DE CORTACIRCUITOS 3F C/ABRAZADRA 13CC3-A U 502.67 503.58 507.5 509.56 511.52 505.64 504.73 508.3 510.91 503.32 504.23 502.67 506.59 510.66 507.19 504.28 509.3 509.76 506.44 507.55 508.55 511.07 510.51 513.68 510.81 508.65 503.73 507.2429 10 123 CORTE EN MARCO SENCILLO 1F+N (13CMS1) C/PERNO U 1074.77 1076.71 1085.09 1089.5 1093.69 1081.12 1079.18 1086.81 1092.4 1076.17 1078.11 1074.77 1083.16 1091.86 1084.45 1078.21 1088.96 1089.93 1082.84 1085.2 1087.35 1092.72 1091.54 1098.31 1092.19 1087.56 1077.03 1084.5629 10 124 CORTE EN MARCO SENCILLO 1F+N (13CMS1) C/ABRAZADERA U 1084.93 1086.89 1095.35 1099.8 1104.03 1091.34 1089.38 1097.09 1102.73 1086.35 1088.3 1084.93 1093.4 1102.18 1094.7 1088.41 1099.25 1100.23 1093.07 1095.46 1097.63 1103.05 1101.86 1108.69 1102.51 1097.85 1087.21 1094.8129 10 125 ESTRUCTURA PRIMARIA 13RHMS1F+N ABRAZADERA (ESTRUCTURA EN MARCO CON REMATE DE UNA FASE) U 341.63 342.24 344.9 346.31 347.64 343.64 343.03 345.45 347.23 342.07 342.68 341.63 344.29 347.06 344.7 342.72 346.13 346.44 344.19 344.94 345.62 347.33 346.95 349.11 347.16 345.69 342.34 344.7429 10 126 ESTRUCTURA EN CRUCERO DOBLE REMATE 1F+N (C2CC 7.6-1 SIGET) U 242.9 243.34 245.24 246.23 247.18 244.34 243.9 245.62 246.89 243.22 243.66 242.9 244.8 246.77 245.09 243.68 246.11 246.33 244.73 245.26 245.74 246.96 246.69 248.22 246.84 245.79 243.41 245.1129 10 127 ESTRUCTURA REMATE EN CRUCERO 1F+N (CC - 7.6-1 SIGET) U 198.98 199.34 200.89 201.71 202.48 200.16 199.8 201.21 202.25 199.24 199.6 198.98 200.54 202.15 200.77 199.62 201.61 201.79 200.48 200.91 201.31 202.31 202.09 203.34 202.21 201.35 199.4 200.7929 11 1 ESTRUCTURA TANGENTE DOBLE EN H C/PERNO 23TDH3-P U 1000.47 1002.27 1010.07 1014.18 1018.08 1006.37 1004.57 1011.68 1016.88 1001.77 1003.57 1000.47 1008.27 1016.38 1009.47 1003.67 1013.68 1014.58 1007.97 1010.18 1012.17 1017.18 1016.08 1022.38 1016.68 1012.38 1002.57 1009.5729 11 2 ESTRUCTURA TANGENTE DOBLE EN H C/ABRAZADERA 23TDH3-A U 1017.09 1018.92 1026.85 1031.02 1034.99 1023.09 1021.26 1028.48 1033.77 1018.41 1020.24 1017.09 1025.02 1033.26 1026.24 1020.34 1030.52 1031.43 1024.72 1026.96 1028.99 1034.08 1032.96 1039.36 1033.57 1029.19 1019.23 1026.3529 11 3 ESTRUCTURA CORTE EN MARCO SENCILLO C/PERNO 23CMS3-P U 1096.53 1098.5 1107.06 1111.55 1115.83 1103 1101.03 1108.81 1114.51 1097.96 1099.93 1096.53 1105.08 1113.97 1106.4 1100.04 1111 1111.99 1104.75 1107.17 1109.36 1114.84 1113.64 1120.54 1114.29 1109.58 1098.83 1106.5129 11 4 ESTRUCTURA CORTE EN MARCO SENCILLO C/ABRAZADERA 23CMS3-A U 1114.01 1116.02 1124.7 1129.27 1133.62 1120.58 1118.58 1126.49 1132.28 1115.46 1117.46 1114.01 1122.7 1131.72 1124.04 1117.57 1128.71 1129.72 1122.37 1124.82 1127.04 1132.61 1131.39 1138.41 1132.06 1127.27 1116.35 1124.1529 11 5 ESTRUCTURA CORTE HORIZONTAL EN H C/PERNO 23CHH3-P U 1118.61 1120.62 1129.35 1133.94 1138.3 1125.21 1123.2 1131.14 1136.96 1120.06 1122.08 1118.61 1127.34 1136.4 1128.68 1122.19 1133.38 1134.38 1127 1129.46 1131.7 1137.29 1136.06 1143.11 1136.73 1131.92 1120.96 1128.7929 11 6 ESTRUCTURA CORTE HORIZONTAL EN H C/ABRAZADERA 23CHH3-A U 1135.23 1137.27 1146.13 1150.78 1155.21 1141.93 1139.88 1147.94 1153.85 1136.71 1138.75 1135.23 1144.09 1153.28 1145.45 1138.86 1150.21 1151.24 1143.75 1146.24 1148.51 1154.19 1152.94 1160.09 1153.62 1148.74 1137.61 1145.5629 11 7 ESTRUCTURA CORTE EN MARCO DOBLE C/PERNO 23CMD3-P U 1181.55 1183.68 1192.9 1197.74 1202.35 1188.52 1186.4 1194.79 1200.93 1183.09 1185.22 1181.55 1190.77 1200.34 1192.19 1185.33 1197.15 1198.21 1190.42 1193.02 1195.38 1201.29 1199.99 1207.43 1200.69 1195.61 1184.03 1192.3129 11 8 ESTRUCTURA CORTE EN MARCO DOBLE C/ABRAZADERA 23CMD3-A U 1205.58 1207.75 1217.16 1222.1 1226.8 1212.7 1210.53 1219.09 1225.36 1207.15 1209.32 1205.58 1214.99 1224.75 1216.43 1209.44 1221.5 1222.58 1214.63 1217.28 1219.69 1225.72 1224.39 1231.99 1225.11 1219.93 1208.12 1216.5529 11 9 ESTRUCTURA TANGENTE SENCILLA 1F C/PERNO 23TS1-P U 39.28 39.35 39.66 39.82 39.97 39.51 39.44 39.72 39.93 39.33 39.4 39.28 39.59 39.91 39.63 39.41 39.8 39.84 39.58 39.66 39.74 39.94 39.89 40.14 39.92 39.75 39.36 39.6429 11 10 ESTRUCTURA TANGENTE SENCILLA 1F C/ABRAZADERA 23TS1-A U 45.7 45.78 46.14 46.33 46.51 45.97 45.89 46.21 46.45 45.76 45.84 45.7 46.06 46.43 46.11 45.85 46.3 46.35 46.04 46.14 46.24 46.46 46.41 46.7 46.44 46.25 45.8 46.1229 11 11 ESTRUCTURA TANGENTE SENCILLA 2F C/PERNO 23TS2-P U 119.67 119.89 120.82 121.31 121.78 120.38 120.16 121.01 121.63 119.83 120.04 119.67 120.61 121.57 120.75 120.05 121.25 121.36 120.57 120.83 121.07 121.67 121.54 122.29 121.61 121.1 119.92 120.7629 11 12 ESTRUCTURA TANGENTE SENCILLA 2F C/ABRAZADERA 23TS2-A U 122.88 123.1 124.06 124.56 125.04 123.61 123.39 124.26 124.9 123.04 123.26 122.88 123.84 124.84 123.99 123.27 124.5 124.61 123.8 124.07 124.32 124.93 124.8 125.57 124.87 124.34 123.14 12429 11 13 ESTRUCTURA TANGENTE SENCILLA 3F C/PERNO 23TS3-P U 156.03 156.31 157.53 158.17 158.78 156.95 156.67 157.78 158.59 156.23 156.51 156.03 157.25 158.51 157.43 156.53 158.09 158.23 157.2 157.54 157.85 158.63 158.46 159.45 158.56 157.89 156.36 157.4529 11 14 ESTRUCTURA TANGENTE SENCILLA 3F C/ABRAZADERA 23TS3-A U 163.69 163.98 165.26 165.93 166.57 164.65 164.36 165.52 166.37 163.9 164.2 163.69 164.97 166.29 165.16 164.21 165.85 166 164.92 165.28 165.6 166.42 166.24 167.27 166.34 165.64 164.03 165.1829 11 15 ESTRUCTURA TANGENTE DOBLE 1F C/PERNO 23TD1-P U 78.86 79 79.62 79.94 80.25 79.33 79.19 79.75 80.16 78.96 79.11 78.86 79.48 80.12 79.57 79.11 79.9 79.97 79.45 79.63 79.78 80.18 80.09 80.59 80.14 79.8 79.03 79.5829 11 16 ESTRUCTURA TANGENTE DOBLE 1F C/ABRAZADERA 23TD1-A U 87.7 87.86 88.54 88.9 89.25 88.22 88.06 88.68 89.14 87.82 87.97 87.7 88.39 89.1 88.49 87.98 88.86 88.94 88.36 88.55 88.73 89.17 89.07 89.62 89.12 88.75 87.89 88.529 11 17 ESTRUCTURA TANGENTE DOBLE 2F C/PERNO 23TD2-P U 241.62 242.06 243.94 244.93 245.87 243.05 242.61 244.33 245.58 241.94 242.37 241.62 243.51 245.46 243.8 242.39 244.81 245.03 243.43 243.97 244.45 245.66 245.39 246.91 245.54 244.5 242.13 243.8229 11 18 ESTRUCTURA TANGENTE DOBLE 2F C/ABRAZADERA 23TD2-A U 246.07 246.51 248.43 249.44 250.4 247.52 247.08 248.83 250.11 246.39 246.83 246.07 247.99 249.98 248.29 246.86 249.32 249.54 247.92 248.46 248.95 250.18 249.91 251.46 250.06 249 246.59 248.3129 11 19 ESTRUCTURA TANGENTE DOBLE 3F C/PERNO 23TD3-P U 312.32 312.88 315.31 316.59 317.81 314.16 313.6 315.81 317.44 312.72 313.28 312.32 314.75 317.28 315.13 313.32 316.44 316.72 314.66 315.35 315.97 317.53 317.19 319.16 317.38 316.03 312.97 315.1629 11 20 ESTRUCTURA TANGENTE DOBLE 3F C/ABRAZADERA 23TD3-A U 316.77 317.34 319.81 321.11 322.34 318.63 318.07 320.31 321.96 317.18 317.75 316.77 319.24 321.8 319.62 317.78 320.95 321.23 319.14 319.84 320.47 322.06 321.71 323.7 321.9 320.54 317.43 319.6529 11 21 ESTRUCTURA TANGENTE ASIMETRICA 1F C/PERNO 23TA1-P U 99.03 99.21 99.98 100.39 100.78 99.62 99.44 100.14 100.66 99.16 99.34 99.03 99.8 100.61 99.92 99.35 100.34 100.43 99.77 99.99 100.19 100.69 100.58 101.2 100.64 100.21 99.24 99.9329 11 22 ESTRUCTURA TANGENTE ASIMETRICA 1F C/ABRAZADERA 23TA1-A U 102.24 102.43 103.22 103.64 104.04 102.85 102.66 103.39 103.92 102.38 102.56 102.24 103.04 103.87 103.16 102.57 103.59 103.68 103.01 103.23 103.44 103.95 103.84 104.48 103.9 103.46 102.46 103.1729 11 23 ESTRUCTURA TANGENTE ASIMETRICA 2F C/PERNO 23TA2-P U 129.25 129.48 130.49 131.02 131.53 130.01 129.78 130.7 131.37 129.42 129.65 129.25 130.26 131.31 130.41 129.66 130.96 131.07 130.22 130.5 130.76 131.41 131.27 132.08 131.34 130.79 129.52 130.4329 11 24 ESTRUCTURA TANGENTE ASIMETRICA 2F C/ABRAZADERA 23TA2-A U 132.46 132.7 133.73 134.28 134.79 133.24 133 133.94 134.63 132.63 132.87 132.46 133.49 134.57 133.65 132.88 134.21 134.33 133.45 133.75 134.01 134.67 134.53 135.36 134.61 134.04 132.74 133.6729 11 25 ESTRUCTURA TANGENTE ASIMETRICA 3F C/PERNO 23TA3-P U 156.66 156.94 158.16 158.8 159.41 157.58 157.3 158.41 159.23 156.86 157.14 156.66 157.88 159.15 158.07 157.16 158.72 158.87 157.83 158.18 158.49 159.27 159.1 160.09 159.19 158.52 156.99 158.0829 11 26 ESTRUCTURA TANGENTE ASIMETRICA 3F C/ABRAZADERA 23TA3-A U 159.87 160.15 161.4 162.06 162.68 160.81 160.52 161.66 162.49 160.07 160.36 159.87 161.11 162.41 161.31 160.38 161.98 162.12 161.06 161.42 161.74 162.54 162.36 163.37 162.46 161.77 160.2 161.3229 11 27 ESTRUCTURA TANGENTE DOBLE ASIMETRICA 1F C/PERNO 23TDA1-P U 79.15 79.29 79.91 80.23 80.54 79.61 79.47 80.03 80.44 79.25 79.39 79.15 79.76 80.4 79.86 79.4 80.19 80.26 79.74 79.91 80.07 80.47 80.38 80.88 80.43 80.09 79.31 79.8729 11 28 ESTRUCTURA TANGENTE DOBLE ASIMETRICA 1F C/ABRAZADERA 23TD1-A U 87.99 88.14 88.83 89.19 89.53 88.5 88.35 88.97 89.43 88.1 88.26 87.99 88.67 89.38 88.78 88.27 89.15 89.23 88.65 88.84 89.01 89.46 89.36 89.91 89.41 89.03 88.17 88.7929 11 29 ESTRUCTURA TANGENTE DOBLE ASIMETRICA 2F C/PERNO 23TDA2-P U 242.76 243.2 245.09 246.08 247.03 244.19 243.75 245.48 246.74 243.07 243.51 242.76 244.65 246.62 244.94 243.54 245.96 246.18 244.58 245.11 245.6 246.81 246.55 248.07 246.69 245.65 243.27 244.9729 11 30 ESTRUCTURA TANGENTE DOBLE ASIMETRICA 2F C/ABRAZADERA 23TDA2-A U 247.21 247.65 249.58 250.59 251.56 248.67 248.22 249.98 251.26 247.53 247.98 247.21 249.14 251.14 249.43 248 250.47 250.69 249.06 249.61 250.1 251.34 251.06 252.62 251.21 250.15 247.73 249.4629 11 31 ESTRUCTURA TANGENTE DOBLE ASIMETRICA 3F C/PERNO 23TDA3-P U 300.24 300.78 303.12 304.35 305.52 302.01 301.47 303.6 305.16 300.63 301.17 300.24 302.58 305.01 302.94 301.2 304.2 304.47 302.49 303.15 303.75 305.25 304.92 306.82 305.1 303.81 300.87 302.9729 11 32 ESTRUCTURA TANGENTE DOBLE ASIMETRICA 3F C/ABRAZADERA 23TDA3-A U 313.53 314.1 316.54 317.82 319.05 315.38 314.82 317.04 318.67 313.94 314.5 313.53 315.98 318.51 316.35 314.53 317.67 317.95 315.88 316.57 317.2 318.77 318.42 320.4 318.61 317.26 314.19 316.3829 11 33 ESTRUCTURA VOLADA SENCILLO 1F C/PERNO 23VS1-P U 121.32 121.54 122.49 122.98 123.46 122.04 121.82 122.68 123.31 121.48 121.7 121.32 122.27 123.25 122.41 121.71 122.92 123.03 122.23 122.5 122.74 123.35 123.21 123.98 123.29 122.76 121.58 122.4329 11 34 ESTRUCTURA VOLADA SENCILLO 1F C/ABRAZADERA 23VS1-A U 124.53 124.76 125.73 126.24 126.72 125.27 125.04 125.93 126.57 124.69 124.92 124.53 125.5 126.51 125.65 124.93 126.17 126.29 125.47 125.74 125.99 126.61 126.47 127.26 126.55 126.01 124.79 125.6629 11 35 ESTRUCTURA VOLADA SENCILLO 2F C/PERNO 23TVS2-P U 144.92 145.18 146.31 146.91 147.47 145.78 145.52 146.54 147.3 145.11 145.37 144.92 146.05 147.23 146.23 145.39 146.83 146.97 146.01 146.33 146.62 147.34 147.18 148.1 147.27 146.65 145.23 146.2429 11 36 ESTRUCTURA VOLADA SENCILLO 2F C/ABRAZADERA 23VS2-A U 148.75 149.02 150.18 150.79 151.37 149.63 149.36 150.42 151.19 148.95 149.21 148.75 149.91 151.12 150.09 149.23 150.72 150.85 149.87 150.19 150.49 151.24 151.07 152.01 151.16 150.52 149.06 150.1129 11 37 ESTRUCTURA VOLADA SENCILLO 3F C/PERNO 23VS3-P U 168.9 169.2 170.52 171.21 171.87 169.9 169.59 170.79 171.67 169.12 169.42 168.9 170.22 171.59 170.42 169.44 171.13 171.28 170.17 170.54 170.88 171.72 171.53 172.6 171.64 170.91 169.26 170.4429 11 38 ESTRUCTURA VOLADA SENCILLO 3F C/ABRAZADERA 23VS3-A U 172.11 172.42 173.76 174.47 175.14 173.13 172.82 174.04 174.93 172.33 172.64 172.11 173.45 174.85 173.66 172.66 174.38 174.54 173.4 173.78 174.12 174.98 174.79 175.88 174.9 174.16 172.47 173.6829 11 39 ESTRUCTURA VOLADA DOBLE 1F C/PERNO 23VD1-P U 239.39 239.82 241.69 242.67 243.6 240.8 240.37 242.07 243.31 239.7 240.13 239.39 241.25 243.19 241.54 240.15 242.55 242.76 241.18 241.71 242.19 243.38 243.12 244.63 243.26 242.24 239.89 241.5729 11 40 ESTRUCTURA VOLADA DOBLE 1F C/ABRAZADERA 23VD1-A U 243.84 244.28 246.18 247.18 248.13 245.28 244.84 246.57 247.84 244.15 244.59 243.84 245.74 247.71 246.03 244.62 247.06 247.28 245.67 246.2 246.69 247.91 247.64 249.18 247.79 246.74 244.35 246.0629 11 41 ESTRUCTURA VOLADA DOBLE 2F C/PERNO 23VD2-P U 287.75 288.27 290.52 291.69 292.82 289.45 288.93 290.98 292.47 288.13 288.65 287.75 290 292.33 290.34 288.67 291.55 291.81 289.91 290.54 291.12 292.56 292.24 294.05 292.41 291.18 288.36 290.3729 11 42 ESTRUCTURA VOLADA DOBLE 2F C/ABRAZADERA 23VD2-A U 292.2 292.73 295.01 296.21 297.35 293.93 293.4 295.48 297 292.58 293.11 292.2 294.48 296.85 294.83 293.14 296.06 296.32 294.39 295.04 295.62 297.08 296.76 298.6 296.94 295.68 292.82 294.8629 11 43 ESTRUCTURA VOLADA DOBLE 3F C/PERNO 23VD3-P U 330.76 331.36 333.94 335.3 336.59 332.72 332.12 334.47 336.19 331.19 331.79 330.76 333.34 336.02 333.74 331.82 335.13 335.43 333.24 333.97 334.63 336.29 335.92 338.01 336.12 334.7 331.46 333.7729 11 44 ESTRUCTURA VOLADA DOBLE 3F C/ABRAZADERA 23VD3-A U 335.21 335.82 338.43 339.81 341.11 337.19 336.59 338.97 340.71 335.65 336.25 335.21 337.83 340.54 338.23 336.29 339.64 339.94 337.73 338.47 339.14 340.81 340.44 342.56 340.64 339.2 335.92 338.2629 11 45 ESTRUCTURA CORTE HORIZONTAL 1F C/PERNO 23CH1-P U 130.91 131.15 132.17 132.7 133.22 131.68 131.45 132.38 133.06 131.08 131.32 130.91 131.93 132.99 132.09 131.33 132.64 132.76 131.89 132.18 132.44 133.1 132.95 133.78 133.03 132.47 131.19 132.129 11 46 ESTRUCTURA CORTE HORIZONTAL 1F C/ABRAZADERA 23CH1-A U 137.28 137.53 138.6 139.16 139.7 138.09 137.84 138.82 139.53 137.46 137.71 137.28 138.35 139.46 138.52 137.72 139.09 139.22 138.31 138.61 138.89 139.57 139.42 140.29 139.5 138.91 137.57 138.5329 11 47 ESTRUCTURA CORTE HORIZONTAL 2F C/PERNO 23CH2-P U 331.35 331.95 334.54 335.89 337.19 333.31 332.71 335.07 336.79 331.79 332.38 331.35 333.94 336.62 334.34 332.41 335.73 336.03 333.84 334.57 335.23 336.89 336.52 338.61 336.72 335.3 332.05 334.3729 11 48 ESTRUCTURA CORTE HORIZONTAL 2F C/ABRAZADERA 23CH2-A U 326.99 327.58 330.13 331.47 332.75 328.92 328.34 330.66 332.36 327.42 328.01 326.99 329.55 332.19 329.94 328.04 331.31 331.61 329.45 330.17 330.82 332.46 332.09 334.16 332.29 330.89 327.68 329.9729 11 49 ESTRUCTURA CORTE HORIZONTAL 3F C/PERNO 23CH3-P U 432.88 433.66 437.04 438.81 440.5 435.44 434.66 437.73 439.98 433.45 434.22 432.88 436.26 439.77 436.78 434.27 438.6 438.99 436.13 437.08 437.95 440.11 439.64 442.36 439.9 438.03 433.79 436.8229 11 50 ESTRUCTURA CORTE HORIZONTAL 3F C/ABRAZADERA 23CH3-A U 441.38 442.18 445.62 447.43 449.15 443.99 443.19 446.33 448.62 441.96 442.75 441.38 444.83 448.4 445.36 442.8 447.21 447.61 444.69 445.67 446.55 448.75 448.27 451.05 448.53 446.64 442.31 445.429 11 51 ESTRUCTURA REMATE HORIZONTAL 1F C/PERNO 23RH1-P U 47.7 47.79 48.16 48.35 48.54 47.98 47.9 48.24 48.48 47.76 47.85 47.7 48.07 48.46 48.13 47.85 48.33 48.37 48.06 48.16 48.26 48.5 48.45 48.75 48.47 48.27 47.8 48.1429 11 52 ESTRUCTURA REMATE HORIZONTAL 1F C/ABRAZADERA 23RH1-A U 50.71 50.8 51.2 51.41 51.6 51.01 50.92 51.28 51.54 50.78 50.87 50.71 51.11 51.52 51.17 50.87 51.38 51.43 51.09 51.2 51.3 51.56 51.5 51.82 51.53 51.31 50.82 51.1729 11 53 ESTRUCTURA REMATE HORIZONTAL 2F C/PERNO 23RH2-P U 234.29 234.71 236.54 237.5 238.41 235.67 235.25 236.91 238.13 234.59 235.01 234.29 236.12 238.01 236.4 235.04 237.38 237.59 236.05 236.56 237.03 238.2 237.94 239.42 238.08 237.08 234.78 236.4229 11 54 ESTRUCTURA REMATE HORIZONTAL 2F C/ABRAZADERA 23RH2-A U 237.85 238.28 240.13 241.11 242.03 239.25 238.82 240.51 241.75 238.16 238.58 237.85 239.7 241.63 239.99 238.61 240.99 241.2 239.63 240.16 240.63 241.82 241.56 243.06 241.7 240.68 238.35 240.0129 11 55 ESTRUCTURA REMATE HORIZONTAL 3F C/PERNO 23RH3-P U 282.75 283.26 285.47 286.62 287.73 284.42 283.91 285.92 287.39 283.12 283.63 282.75 284.96 287.25 285.3 283.66 286.48 286.74 284.87 285.49 286.06 287.47 287.16 288.94 287.33 286.12 283.34 285.3229 11 56 ESTRUCTURA REMATE HORIZONTAL 3F C/ABRAZADERA 23RH3-A U 286.31 286.83 289.06 290.23 291.35 288 287.48 289.52 291.01 286.68 287.2 286.31 288.54 290.86 288.89 287.23 290.09 290.35 288.46 289.09 289.66 291.09 290.78 292.58 290.95 289.72 286.91 288.9229 11 57 ESTRUCTURA PROLONGACION DE FASES 1F C/PERNO 23PF1-P U 83.74 83.89 84.54 84.88 85.21 84.23 84.08 84.68 85.11 83.85 84 83.74 84.39 85.07 84.49 84.01 84.84 84.92 84.37 84.55 84.72 85.14 85.04 85.57 85.09 84.73 83.91 84.5

29 11 58 ESTRUCTURA PROLONGACION DE FASES 1F C/ABRAZADERA 23PF1-A U 87.99 88.15 88.83 89.19 89.54 88.51 88.35 88.97 89.43 88.1 88.26 87.99 88.67 89.39 88.78 88.27 89.15 89.23 88.65 88.84 89.02 89.46 89.36 89.91 89.41 89.03 88.17 88.7929 11 59 ESTRUCTURA PROLONGACION DE FASES 2F C/PERNO 23PF2-P U 98.46 98.63 99.4 99.8 100.19 99.04 98.86 99.56 100.07 98.58 98.76 98.46 99.22 100.02 99.34 98.77 99.75 99.84 99.19 99.41 99.61 100.1 99.99 100.61 100.05 99.63 98.66 99.3529 11 60 ESTRUCTURA PROLONGACION DE FASES CON ABRAZADERA 23PF2-A U 98.46 98.63 99.4 99.8 100.19 99.04 98.86 99.56 100.07 98.58 98.76 98.46 99.22 100.02 99.34 98.77 99.75 99.84 99.19 99.41 99.61 100.1 99.99 100.61 100.05 99.63 98.66 99.3529 11 61 ESTRUCTURA PROLONGACION DE FASES 3F C/PERNO 23PF3-P U 171.48 171.79 173.13 173.83 174.5 172.5 172.19 173.4 174.3 171.71 172.02 171.48 172.82 174.21 173.03 172.03 173.75 173.9 172.77 173.15 173.49 174.35 174.16 175.24 174.26 173.52 171.84 173.0429 11 62 ESTRUCTURA PROLONGACION DE FASES 3F C/ABRAZADERA 23PF3-A U 171.48 171.79 173.13 173.83 174.5 172.5 172.19 173.4 174.3 171.71 172.02 171.48 172.82 174.21 173.03 172.03 173.75 173.9 172.77 173.15 173.49 174.35 174.16 175.24 174.26 173.52 171.84 173.0429 11 63 ESTRUCTURA CRUCE HORIZONTAL DOBLE REMATE 1F C/PERNO 23CD1-P U 99.92 100.1 100.87 101.28 101.67 100.5 100.32 101.03 101.55 100.05 100.22 99.92 100.69 101.5 100.81 100.23 101.23 101.32 100.66 100.88 101.08 101.58 101.47 102.1 101.53 101.1 100.12 100.8229 11 64 ESTRUCTURA CRUCE HORIZONTAL DOBLE REMATE 1F C/ABRAZADERA 23CD1-A U 105.94 106.13 106.95 107.39 107.8 106.56 106.37 107.12 107.67 106.07 106.26 105.94 106.76 107.62 106.89 106.27 107.33 107.43 106.73 106.96 107.17 107.7 107.59 108.26 107.65 107.2 106.16 106.929 11 65 ESTRUCTURA CRUCE HORIZONTAL DOBLE REMATE 2F C/PERNO 23CD2-P U 505.04 505.94 509.88 511.95 513.92 508.01 507.11 510.69 513.32 505.69 506.6 505.04 508.98 513.07 509.58 506.65 511.7 512.16 508.82 509.93 510.94 513.47 512.91 516.1 513.22 511.04 506.1 509.6329 11 66 ESTRUCTURA CRUCE HORIZONTAL DOBLE REMATE 2F C/ABRAZADERA 23CD2-A U 513.49 514.41 518.41 520.52 522.52 516.51 515.59 519.24 521.91 514.15 515.08 513.49 517.49 521.65 518.11 515.13 520.26 520.73 517.34 518.47 519.49 522.06 521.5 524.73 521.8 519.6 514.56 518.1629 11 67 ESTRUCTURA CRUCE HORIZONTAL DOBLE REMATE 3F C/PERNO 23CD3-P U 615.86 616.97 621.78 624.3 626.7 619.5 618.39 622.76 625.97 616.67 617.77 615.86 620.67 625.66 621.41 617.83 623.99 624.55 620.48 621.84 623.07 626.15 625.47 629.35 625.84 623.19 617.16 621.4729 11 68 ESTRUCTURA CRUCE HORIZONTAL DOBLE REMATE 3F C/ABRAZADERA 23CD3-A U 624.31 625.44 630.31 632.87 635.3 628 626.87 631.31 634.55 625.13 626.25 624.31 629.19 634.24 629.93 626.31 632.55 633.12 629 630.37 631.62 634.74 634.05 637.99 634.43 631.74 625.63 63029 11 69 ESTRUCTURA CRUCE VERTICAL SENCILLO 1F C/PERNO 23CV1-P U 46.36 46.44 46.81 47 47.18 46.63 46.55 46.88 47.12 46.42 46.5 46.36 46.72 47.1 46.78 46.51 46.97 47.01 46.71 46.81 46.9 47.14 47.08 47.38 47.11 46.91 46.46 46.7829 11 70 ESTRUCTURA CRUCE VERTICAL SENCILLO 1F C/ABRAZADERA 23CV1-A U 49.37 49.46 49.84 50.05 50.24 49.66 49.57 49.92 50.18 49.44 49.52 49.37 49.76 50.16 49.82 49.53 50.02 50.07 49.74 49.85 49.95 50.2 50.14 50.45 50.17 49.96 49.47 49.8229 11 71 ESTRUCTURA CRUCE VERTICAL SENCILLO 2F C/PERNO 23CV2-P U 91.87 92.04 92.75 93.13 93.49 92.41 92.25 92.9 93.38 91.99 92.16 91.87 92.59 93.33 92.7 92.17 93.08 93.17 92.56 92.76 92.95 93.41 93.3 93.88 93.36 92.97 92.06 92.7129 11 72 ESTRUCTURA CRUCE VERTICAL SENCILLO 2F C/ABRAZADERA 23CV2-A U 98.62 98.8 99.57 99.97 100.36 99.2 99.03 99.73 100.24 98.75 98.93 98.62 99.39 100.19 99.51 98.94 99.92 100.01 99.36 99.58 99.78 100.27 100.16 100.78 100.22 99.8 98.83 99.5229 11 73 ESTRUCTURA CRUCE VERTICAL SENCILLO 3F C/PERNO 23CV3-P U 137.32 137.57 138.64 139.2 139.74 138.13 137.88 138.86 139.57 137.5 137.74 137.32 138.39 139.5 138.56 137.76 139.13 139.26 138.35 138.65 138.93 139.61 139.46 140.33 139.54 138.95 137.61 138.5729 11 74 ESTRUCTURA CRUCE VERTICAL SENCILLO 3F C/ABRAZADERA 23CV3-A U 147.81 148.08 149.23 149.83 150.41 148.68 148.42 149.46 150.23 148 148.27 147.81 148.96 150.16 149.14 148.28 149.76 149.89 148.92 149.24 149.54 150.28 150.11 151.05 150.2 149.57 148.12 149.1529 11 75 ESTRUCTURA CRUCE VERTICAL DOBLE REMATE 1F C/PERNO 23CR1-P U 97.59 97.77 98.53 98.93 99.31 98.17 97.99 98.69 99.19 97.72 97.9 97.59 98.35 99.15 98.47 97.91 98.88 98.97 98.33 98.54 98.73 99.22 99.12 99.73 99.17 98.75 97.8 98.4829 11 76 ESTRUCTURA CRUCE VERTICAL DOBLE REMATE 1F C/ABRAZADERA 23CR1-A U 101 101.19 101.97 102.39 102.78 101.6 101.42 102.13 102.66 101.13 101.32 101 101.79 102.61 101.91 101.33 102.34 102.43 101.76 101.98 102.18 102.69 102.58 103.22 102.64 102.21 101.22 101.9229 11 77 ESTRUCTURA CRUCE VERTICAL DOBLE REMATE 2F C/PERNO 23CR2-P U 191.63 191.98 193.47 194.26 195 192.76 192.42 193.78 194.78 191.88 192.23 191.63 193.13 194.68 193.36 192.24 194.16 194.33 193.07 193.49 193.87 194.83 194.62 195.83 194.74 193.91 192.03 193.3829 11 78 ESTRUCTURA CRUCE VERTICAL DOBLE REMATE 2F C/ABRAZADERA 23CR2-A U 199.18 199.54 201.09 201.91 202.69 200.36 200 201.41 202.45 199.44 199.8 199.18 200.74 202.35 200.97 199.82 201.81 201.99 200.68 201.11 201.51 202.51 202.29 203.54 202.41 201.55 199.6 200.9929 11 79 ESTRUCTURA CRUCE VERTICAL DOBLE REMATE 3F C/PERNO 23CR3-P U 284.85 285.37 287.59 288.76 289.86 286.53 286.02 288.04 289.52 285.22 285.73 284.85 287.07 289.38 287.42 285.76 288.61 288.87 286.99 287.62 288.18 289.61 289.3 291.09 289.47 288.24 285.45 287.4429 11 80 ESTRUCTURA CRUCE VERTICAL DOBLE REMATE 3F C/ABRAZADERA 23CR3-A U 296.54 297.08 299.39 300.61 301.76 298.29 297.76 299.86 301.41 296.93 297.46 296.54 298.86 301.26 299.21 297.49 300.46 300.72 298.77 299.42 300.01 301.49 301.17 303.04 301.35 300.07 297.16 299.2429 11 81 ESTRUCTURA DERIVACION HORIZONTAL 1F C/PERNO 23DH1-P U 52.63 52.73 53.14 53.35 53.56 52.94 52.85 53.22 53.49 52.7 52.79 52.63 53.04 53.47 53.11 52.8 53.33 53.37 53.03 53.14 53.25 53.51 53.45 53.78 53.48 53.26 52.74 53.1129 11 82 ESTRUCTURA DERIVACION HORIZONTAL 1F C/ABRAZADERA 23DH1-A U 55.48 55.58 56.01 56.24 56.46 55.81 55.71 56.1 56.39 55.55 55.65 55.48 55.91 56.36 55.98 55.66 56.21 56.26 55.9 56.02 56.13 56.41 56.35 56.7 56.38 56.14 55.6 55.9929 11 83 ESTRUCTURA DERIVACION HORIZONTAL 2F C/PERNO 23DH2-P U 266.84 267.32 269.4 270.5 271.54 268.42 267.94 269.83 271.22 267.19 267.67 266.84 268.92 271.09 269.24 267.7 270.37 270.61 268.84 269.43 269.96 271.3 271.01 272.69 271.17 270.02 267.4 269.2729 11 84 ESTRUCTURA DERIVACION HORIZONTAL 2F C/ABRAZADERA 23DH2-A U 271.13 271.62 273.74 274.85 275.91 272.73 272.24 274.17 275.58 271.49 271.97 271.13 273.25 275.44 273.57 272 274.71 274.96 273.17 273.76 274.31 275.66 275.36 277.07 275.52 274.36 271.7 273.629 11 85 ESTRUCTURA DERIVACION HORIZONTAL 3F C/PERNO 23DH3-P U 337.22 337.82 340.45 341.84 343.15 339.21 338.6 340.99 342.75 337.66 338.26 337.22 339.85 342.58 340.25 338.3 341.67 341.97 339.75 340.49 341.16 342.85 342.48 344.6 342.68 341.23 337.93 340.2929 11 86 ESTRUCTURA DERIVACION HORIZONTAL 3F C/ABRAZADERA 23DH3-A U 341.51 342.12 344.79 346.19 347.52 343.52 342.91 345.33 347.11 341.95 342.57 341.51 344.17 346.94 344.58 342.6 346.02 346.32 344.07 344.82 345.5 347.21 346.84 348.99 347.04 345.57 342.22 344.6229 11 87 ESTRUCTURA DERIVACION CON CORTACIRCUITOS 1F C/PERNO 23DC1-P U 107.57 107.76 108.6 109.04 109.46 108.2 108.01 108.77 109.33 107.71 107.9 107.57 108.41 109.28 108.54 107.91 108.99 109.08 108.38 108.61 108.83 109.36 109.25 109.92 109.31 108.85 107.79 108.5529 11 88 ESTRUCTURA DERIVACION CON CORTACIRCUITOS 1F C/ABRAZADERA 23DC1-A U 115.25 115.46 116.35 116.83 117.28 115.93 115.72 116.54 117.14 115.4 115.61 115.25 116.15 117.08 116.29 115.62 116.77 116.87 116.11 116.37 116.6 117.17 117.05 117.77 117.11 116.62 115.49 116.329 11 89 ESTRUCTURA DERIVACION CON CORTACIRCUITOS 2F C/PERNO 23DC2-P U 315.66 316.22 318.69 319.98 321.21 317.52 316.95 319.19 320.83 316.07 316.63 315.66 318.12 320.68 318.5 316.67 319.82 320.11 318.02 318.72 319.35 320.93 320.58 322.57 320.77 319.41 316.32 318.5329 11 90 ESTRUCTURA DERIVACION CON CORTACIRCUITOS 2F C/ABRAZADERA 23DC2-A U 320.25 320.82 323.32 324.63 325.88 322.14 321.56 323.83 325.5 320.66 321.24 320.25 322.74 325.34 323.13 321.27 324.47 324.76 322.65 323.35 323.99 325.59 325.24 327.26 325.43 324.06 320.92 323.1629 11 91 ESTRUCTURA DERIVACION CON CORTACIRCUITOS 3F C/PERNO 23DC3-P U 394.31 395.02 398.09 399.71 401.25 396.63 395.92 398.72 400.77 394.82 395.53 394.31 397.38 400.58 397.85 395.57 399.51 399.87 397.26 398.13 398.92 400.89 400.46 402.94 400.69 399 395.13 397.8929 11 92 ESTRUCTURA DEREIVACION CON CORTACIRCUITOS 3F C/ABRAZADERA 23DC3-A U 399.39 400.11 403.22 404.86 406.42 401.74 401.02 403.86 405.94 399.9 400.62 399.39 402.5 405.74 402.98 400.66 404.66 405.02 402.38 403.26 404.06 406.06 405.62 408.13 405.86 404.14 400.22 403.0229 11 93 ESTRUCTURA INSTALACION DE UN TRANSFORMADOR NEUTRO COMUN C/PERNO 23T1C-P U 272.06 272.55 274.67 275.78 276.84 273.66 273.17 275.1 276.52 272.41 272.9 272.06 274.18 276.38 274.5 272.93 275.65 275.89 274.1 274.69 275.24 276.6 276.3 278.01 276.46 275.29 272.63 274.5329 11 94 ESTRUCTURA INSTALACION DE UN TRANSFORMADOR NEUTRO COMUN C/ABRAZADERA 23T1C-A U 285.49 286 288.23 289.4 290.51 287.17 286.66 288.68 290.17 285.86 286.37 285.49 287.71 290.03 288.06 286.4 289.25 289.51 287.63 288.26 288.83 290.25 289.94 291.74 290.11 288.88 286.09 288.0829 11 95 ESTRUCTURA INSTALACION DE UN BANCO DE 2 TRANSFORMADORES NEUTRO COMUN C/PERNO 23T2C-P U 446.82 447.63 451.11 452.94 454.68 449.46 448.65 451.83 454.15 447.4 448.21 446.82 450.31 453.92 450.84 448.25 452.72 453.12 450.17 451.15 452.05 454.28 453.79 456.61 454.06 452.14 447.76 450.8929 11 96 ESTRUCTURA INSTALACION DE UN BANCO DE 2 TRANSFORMADORES NEUTRO COMUN C/ABRAZADERA 23T2C-A U 467.76 468.6 472.25 474.17 475.99 470.52 469.68 473 475.43 468.37 469.21 467.76 471.41 475.2 471.97 469.26 473.93 474.36 471.27 472.3 473.23 475.57 475.06 478 475.34 473.33 468.74 472.0229 11 97 ESTRUCTURA INSTALACION DE UN BANCO DE 3 TRANSFORMADORES NEUTRO COMUN C/PERNO 23T3C-P U 737.4 738.73 744.48 747.51 750.38 741.75 740.42 745.66 749.49 738.36 739.69 737.4 743.15 749.13 744.04 739.76 747.13 747.8 742.93 744.55 746.03 749.72 748.9 753.55 749.35 746.18 738.95 744.1129 11 98 ESTRUCTURA INSTALACION DE UN BANCO DE 3 TRANSFORMADORES NEUTRO COMUN C/ABRAZADERA 23T3C-A U 760.18 761.55 767.48 770.6 773.56 764.67 763.3 768.7 772.65 761.17 762.54 760.18 766.11 772.27 767.02 762.61 770.21 770.9 765.88 767.56 769.08 772.88 772.04 776.83 772.5 769.23 761.78 767.129 11 99 ESTRUCTURA INSTALACION DE UN TRANSFORMADOR EXCLUSIVO NEUTRO COMUN C/PERNO - 23T1ECP U 285.85 286.36 288.59 289.76 290.88 287.53 287.02 289.05 290.53 286.22 286.73 285.85 288.08 290.39 288.42 286.76 289.62 289.88 287.99 288.62 289.19 290.62 290.31 292.11 290.48 289.25 286.45 288.4529 11 100 ESTRUCTURA INSTALACION DE UN TRANSFORMADOR EXCLUSIVO NEUTRO COMUN C/ABRAZADERA - 23T1ECA U 305.53 306.08 308.46 309.71 310.9 307.33 306.78 308.95 310.54 305.92 306.47 305.53 307.91 310.38 308.28 306.5 309.56 309.83 307.82 308.49 309.1 310.63 310.29 312.22 310.48 309.16 306.17 308.3129 11 101 ESTRUCTURA INSTALACION DE UN BANCO DE 2 TRANSFORMADORES EXCLUSIVOS NEUTRO COMUN C/PERNO 23T2EC-P U 461.75 462.58 466.18 468.08 469.88 464.47 463.64 466.92 469.32 462.35 463.18 461.75 465.35 469.09 465.91 463.23 467.84 468.26 465.21 466.23 467.15 469.46 468.95 471.86 469.23 467.25 462.72 465.9529 11 102 ESTRUCTURA INSTALACION DE UN BANCO DE 2 TRANSFORMADORES EXCLUSIVOS NEUTRO COMUN C/ABRAZADERA 23T2EC-A U 492.44 493.33 497.17 499.19 501.11 495.35 494.46 497.96 500.52 493.08 493.97 492.44 496.28 500.27 496.87 494.01 498.94 499.38 496.14 497.22 498.2 500.66 500.12 503.23 500.42 498.3 493.48 496.9229 11 103 ESTRUCTURA INSTALACION DE 3 TRANSFORMADORES EXCLUSIVOS NEUTRO COMUN C/PERNO 23T3EC-P U 751.6 752.96 758.82 761.9 764.83 756.04 754.68 760.02 763.93 752.58 753.93 751.6 757.47 763.55 758.37 754 761.52 762.2 757.24 758.89 760.39 764.15 763.33 768.06 763.78 760.55 753.18 758.4429 11 104 ESTRUCTURA INSTALACION DE UN BANCO DE 3 TRANSFORMADORES EXCLUSIVOS NEUTRO COMUN C/ABRAZADERA 23T3EC-A U 788.51 789.93 796.08 799.31 802.39 793.16 791.74 797.34 801.44 789.54 790.96 788.51 794.66 801.05 795.61 791.03 798.92 799.63 794.43 796.16 797.74 801.68 800.81 805.78 801.28 797.9 790.17 795.6929 11 105 ESTRUCTURA PARARRAYO DE LINEA DE DISTRIBUCION 1F C/PERNO 23PL1-P U 122.64 122.86 123.82 124.32 124.8 123.36 123.14 124.01 124.65 122.8 123.02 122.64 123.6 124.59 123.74 123.03 124.26 124.37 123.56 123.83 124.08 124.69 124.55 125.33 124.63 124.1 122.9 123.7629 11 106 ESTRUCTURA PARARRAYO DE LINEA DE DISTRIBUCION 1F C/ABRAZADERA 23PL1-A U 125.85 126.08 127.06 127.58 128.07 126.59 126.37 127.26 127.92 126.01 126.24 125.85 126.83 127.85 126.98 126.25 127.51 127.63 126.8 127.07 127.32 127.95 127.81 128.61 127.89 127.35 126.12 12729 11 107 ESTRUCTURA PARARRAYO DE LINEA DE DISTRIBUCION 2F C/PERNO 23PL2-P U 185.9 186.24 187.69 188.45 189.18 187 186.66 187.99 188.95 186.14 186.48 185.9 187.35 188.86 187.58 186.5 188.36 188.52 187.3 187.71 188.08 189.01 188.8 189.97 188.91 188.12 186.29 187.5929 11 108 ESTRUCTURA PARARRAYO DE LINEA DE DISTRIBUCION 2F C/ABRAZADERA 23PL2-A U 185.9 186.24 187.69 188.45 189.18 187 186.66 187.99 188.95 186.14 186.48 185.9 187.35 188.86 187.58 186.5 188.36 188.52 187.3 187.71 188.08 189.01 188.8 189.97 188.91 188.12 186.29 187.5929 11 109 ESTRUCTURA PARARRAYO DE LINEA DE DISTRIBUCION 3F C/PERNO 23PL3-P U 190.03 190.37 191.85 192.63 193.37 191.15 190.81 192.16 193.15 190.28 190.62 190.03 191.51 193.05 191.74 190.64 192.54 192.71 191.46 191.87 192.25 193.2 192.99 194.19 193.11 192.29 190.43 191.7629 11 110 ESTRUCTURA PARARRAYO DE LINEA DE DISTRIBUCION 3F C/ABRAZADERA 23PL3-A U 252.54 252.99 254.96 256 256.98 254.03 253.57 255.37 256.68 252.87 253.32 252.54 254.51 256.56 254.81 253.35 255.87 256.1 254.43 254.99 255.49 256.76 256.48 258.07 256.63 255.55 253.07 254.8429 11 111 ESTRUCTURA ACOMETIDA SUBTERRANEA 1F C/PERNO 23AS1-P U 146.67 146.94 148.08 148.68 149.25 147.54 147.27 148.31 149.08 146.86 147.13 146.67 147.82 149 147.99 147.14 148.61 148.74 147.77 148.09 148.39 149.12 148.96 149.88 149.05 148.42 146.98 148.0129 11 112 ESTRUCTURA ACOMETIDA SUBTERRANEA 1F C/ABRAZADERA 23AS1-A U 150.61 150.88 152.06 152.68 153.26 151.5 151.23 152.3 153.08 150.81 151.08 150.61 151.79 153.01 151.97 151.09 152.6 152.73 151.74 152.07 152.37 153.13 152.96 153.91 153.05 152.4 150.93 151.9829 11 113 ESTRUCTURA ACOMETIDA SUBTERRANEA 2F C/PERNO 23AS2-P U 373.19 373.87 376.78 378.31 379.76 375.4 374.72 377.37 379.31 373.68 374.35 373.19 376.1 379.13 376.55 374.39 378.12 378.45 375.99 376.81 377.56 379.43 379.02 381.37 379.24 377.63 373.98 376.5929 11 114 ESTRUCTURA ACOMETIDA SUBTERRANEA 2F C/ABRAZADERA 23AS2-A U 377.78 378.46 381.41 382.96 384.43 380.01 379.33 382.01 383.98 378.27 378.95 377.78 380.73 383.79 381.18 378.99 382.77 383.11 380.62 381.45 382.2 384.09 383.68 386.06 383.9 382.28 378.58 381.2229 11 115 ESTRUCTURA ACOMETIDA SUBTERRANEA 3F C/PERNO 23AS3-P U 471.12 471.97 475.64 477.58 479.41 473.9 473.05 476.4 478.85 471.73 472.58 471.12 474.8 478.61 475.36 472.63 477.34 477.76 474.65 475.69 476.63 478.99 478.47 481.44 478.75 476.73 472.11 475.4129 11 116 ESTRUCTURA ACOMETIDA SUBTERRANEA 3F C/ABRAZADERA AS3-A U 475.71 476.57 480.28 482.23 484.08 478.52 477.66 481.04 483.51 476.33 477.18 475.71 479.42 483.27 479.99 477.23 481.99 482.42 479.28 480.32 481.28 483.65 483.13 486.13 483.42 481.37 476.71 480.0429 11 117 ESTRUCTURA INSTALACION DE CORTACIRCUITOS 1F C/PERNO 23CC1-P U 32.49 32.55 32.8 32.94 33.06 32.68 32.62 32.85 33.02 32.53 32.59 32.49 32.74 33.01 32.78 32.59 32.92 32.95 32.73 32.81 32.87 33.03 33 33.2 33.02 32.88 32.56 32.7929 11 118 ESTRUCTURA INSTALACION DE CORTACIRCUITOS 1F C/ABRAZADERA 23CC1-A U 36.43 36.5 36.78 36.93 37.07 36.65 36.58 36.84 37.03 36.48 36.54 36.43 36.72 37.01 36.76 36.55 36.91 36.94 36.7 36.78 36.86 37.04 37 37.23 37.02 36.86 36.51 36.7629 11 119 ESTRUCTURA INSTALACION DE CORTACIRCUITOS 2F C/PERNO 23CC2-P U 205 205.37 206.97 207.81 208.61 206.21 205.84 207.3 208.37 205.27 205.64 205 206.6 208.26 206.85 205.66 207.71 207.89 206.54 206.99 207.4 208.43 208.2 209.49 208.32 207.44 205.43 206.8729 11 120 ESTRUCTURA INSTALACION DE CORTACIRCUITOS 2F C/ABRAZADERA 23CC2-A U 209.59 209.97 211.61 212.46 213.28 210.83 210.45 211.94 213.03 209.87 210.24 209.59 211.23 212.93 211.48 210.26 212.36 212.55 211.17 211.63 212.05 213.09 212.86 214.18 212.99 212.09 210.03 211.529 11 121 ESTRUCTURA INSTALACION DE CORTACIRCUITOS 3F C/PERNO 23CC3-P U 222.7 223.1 224.84 225.75 226.62 224.01 223.61 225.19 226.35 222.99 223.39 222.7 224.44 226.24 224.7 223.41 225.64 225.84 224.37 224.86 225.31 226.42 226.17 227.58 226.31 225.35 223.17 224.7329 11 122 ESTRUCTURA INSTALACION DE CORTACIRCUITOS 3F C/ABRAZADRA 23CC3-A U 227.29 227.7 229.47 230.4 231.29 228.63 228.22 229.84 231.02 227.58 227.99 227.29 229.06 230.9 229.34 228.02 230.29 230.49 228.99 229.49 229.95 231.09 230.84 232.27 230.97 229.99 227.77 229.3629 11 123 CORTE EN MARCO SENCILLO 1 FASE+NEUTRO (23 CMS) C/ABRAZADERA U 431.54 432.32 435.69 437.46 439.14 434.09 433.31 436.38 438.62 432.11 432.88 431.54 434.91 438.41 435.43 432.92 437.24 437.63 434.78 435.73 436.59 438.75 438.28 441 438.53 436.68 432.45 435.4729 11 124 ESTRUCTURA 3-23CMS1+N U 1752.11 1755.27 1768.92 1776.11 1782.95 1762.44 1759.29 1771.73 1780.84 1754.39 1757.54 1752.11 1765.78 1779.97 1767.88 1757.71 1775.23 1776.82 1765.25 1769.1 1772.6 1781.37 1779.44 1790.48 1780.49 1772.96 1755.79 1768.0529 11 125 CORTE EN MARCO SENCILLO 1FASE+NEUTRO (23CMS1) C/PERNO U 421.38 422.14 425.43 427.16 428.8 423.87 423.11 426.1 428.29 421.93 422.69 421.38 424.67 428.08 425.18 422.73 426.95 427.33 424.55 425.47 426.31 428.42 427.96 430.61 428.21 426.4 422.27 425.2229 12 1 ESTRUCTURA TANGENTE SECUNDARIA 1F C/PERNO TS1- P U 5.88 5.89 5.94 5.96 5.98 5.92 5.9 5.95 5.98 5.89 5.9 5.88 5.93 5.97 5.93 5.9 5.96 5.96 5.92 5.94 5.95 5.98 5.97 6.01 5.98 5.95 5.89 5.9329 12 2 ESTRUCTURA TANGENTE SECUNDARIA 1F C/ABRAZADERA TS1 - A U 9.3 9.32 9.39 9.43 9.46 9.36 9.34 9.4 9.45 9.31 9.33 9.3 9.37 9.45 9.38 9.33 9.42 9.43 9.37 9.39 9.41 9.46 9.45 9.5 9.45 9.41 9.32 9.3929 12 3 ESTRUCTURA TANGENTE SECUNDARIA 2F C/PERNO TS2 - P U 10.91 10.93 11.02 11.06 11.1 10.97 10.96 11.03 11.09 10.92 10.94 10.91 11 11.08 11.01 10.95 11.05 11.06 10.99 11.02 11.04 11.09 11.08 11.15 11.09 11.04 10.93 11.0129 12 4 ESTRUCTURA TANGENTE SECUNDARIA 2F C/ABRAZADERA TS2 - A U 17.75 17.78 17.92 17.99 18.06 17.86 17.82 17.95 18.04 17.77 17.81 17.75 17.89 18.03 17.91 17.81 17.98 18 17.88 17.92 17.96 18.05 18.03 18.14 18.04 17.96 17.79 17.9129 12 5 ESTRUCTURA TANGENTE SECUNDARIA 3F C/PERNO TS3 - P U 15.94 15.97 16.09 16.16 16.22 16.03 16.01 16.12 16.2 15.96 15.99 15.94 16.06 16.19 16.08 15.99 16.15 16.17 16.06 16.1 16.13 16.21 16.19 16.29 16.2 16.13 15.97 16.0929 12 6 ESTRUCTURA TANGENTE SENCUDARIA 3F C/ABRAZADERA TS3 - A U 24.96 25.01 25.2 25.3 25.4 25.11 25.06 25.24 25.37 24.99 25.04 24.96 25.15 25.36 25.19 25.04 25.29 25.31 25.15 25.2 25.25 25.38 25.35 25.51 25.36 25.26 25.01 25.1929 12 7 ESTRUCTURA TANGENTE SECUNDARIA CON DERIVACION 1F C/PERNO TD1 - P U 11.62 11.64 11.73 11.78 11.83 11.69 11.67 11.75 11.81 11.64 11.66 11.62 11.71 11.81 11.73 11.66 11.78 11.79 11.71 11.73 11.76 11.82 11.8 11.88 11.81 11.76 11.65 11.7329 12 8 ESTRUCTURA TANGENTE SECUNDARIA CON DERIVACION 1F C/ABRAZADERA TD1 - A U 15.04 15.07 15.19 15.25 15.31 15.13 15.1 15.21 15.29 15.06 15.09 15.04 15.16 15.28 15.18 15.09 15.24 15.25 15.15 15.19 15.22 15.29 15.28 15.37 15.29 15.22 15.07 15.1829 12 9 ESTRUCTURA TANGENTE SECUNDARIA CON DERIVACION 2F C/PERNO TD2 - P U 22.77 22.81 22.99 23.08 23.17 22.9 22.86 23.03 23.14 22.8 22.84 22.77 22.95 23.13 22.98 22.84 23.07 23.09 22.94 22.99 23.04 23.15 23.13 23.27 23.14 23.04 22.82 22.9829 12 10 ESTRUCTURA TANGENTE SECUNDARIA CON DERIVACION 2F C/ABRAZADERA TD2 - A U 29.61 29.66 29.9 30.02 30.13 29.79 29.73 29.94 30.1 29.65 29.7 29.61 29.84 30.08 29.88 29.71 30 30.03 29.83 29.9 29.96 30.11 30.07 30.26 30.09 29.96 29.67 29.8829 12 11 ESTRUCTURA TANGENTE SECUNDARIA CON DERIVACION 3F C/PERNO TD3 - P U 32.49 32.55 32.8 32.94 33.06 32.68 32.62 32.85 33.02 32.53 32.59 32.49 32.74 33.01 32.78 32.59 32.92 32.95 32.73 32.81 32.87 33.03 33 33.2 33.02 32.88 32.56 32.7929 12 12 ESTRUCTURA TANGENTE SECUNDARIA CON DERIVACION 3F C/ABRAZADERA TD3 - A U 42.75 42.83 43.16 43.34 43.5 43 42.93 43.23 43.45 42.81 42.88 42.75 43.08 43.43 43.14 42.89 43.31 43.35 43.07 43.17 43.25 43.46 43.42 43.69 43.44 43.26 42.84 43.1429 12 13 ESTRUCTURA CORTE SECUNDARIO 1F C/PERNO CS1 - P U 14.39 14.42 14.53 14.59 14.64 14.48 14.45 14.55 14.63 14.41 14.43 14.39 14.5 14.62 14.52 14.44 14.58 14.59 14.5 14.53 14.56 14.63 14.61 14.71 14.62 14.56 14.42 14.5229 12 14 ESTRUCTURA CORTE SECUNDARIO 1F C/ABRAZADERA CS1- A U 19.05 19.08 19.23 19.31 19.39 19.16 19.13 19.26 19.36 19.08 19.11 19.05 19.2 19.35 19.22 19.11 19.3 19.32 19.19 19.23 19.27 19.37 19.35 19.47 19.36 19.28 19.09 19.2229 12 15 ESTRUCTURA CORTE SECUNDARIO 2F C/PERNO CS2 - P U 28.37 28.42 28.64 28.76 28.87 28.54 28.49 28.69 28.84 28.41 28.46 28.37 28.59 28.82 28.63 28.46 28.75 28.77 28.58 28.65 28.7 28.84 28.81 28.99 28.83 28.71 28.43 28.6329 12 16 ESTRUCTURA CORTE SECUNDARIO 2F C/ABRAZADERA CS2 - A U 37.69 37.76 38.05 38.21 38.35 37.91 37.84 38.11 38.31 37.74 37.81 37.69 37.98 38.29 38.03 37.81 38.19 38.22 37.97 38.06 38.13 38.32 38.28 38.52 38.3 38.14 37.77 38.0329 12 17 ESTRUCTURA CORTE SECUNDARIO 3F C/PERNO CS3 - P U 42.13 42.21 42.54 42.71 42.87 42.38 42.3 42.6 42.82 42.19 42.26 42.13 42.46 42.8 42.51 42.27 42.69 42.72 42.45 42.54 42.62 42.83 42.79 43.05 42.81 42.63 42.22 42.5129 12 18 ESTRUCTURA CORTE SECUNDARIO 3F C/ABRAZADERA CS3 - A U 56.11 56.21 56.65 56.88 57.1 56.44 56.34 56.74 57.03 56.18 56.28 56.11 56.55 57 56.62 56.29 56.85 56.9 56.53 56.66 56.77 57.05 56.99 57.34 57.02 56.78 56.23 56.6229 12 19 ESTRUCTURA CORTE SECUNDARIO CON DERIVACION 1F C/PERNO CD1 - P U 24.73 24.77 24.97 25.07 25.17 24.88 24.83 25.01 25.14 24.76 24.81 24.73 24.92 25.12 24.95 24.81 25.06 25.08 24.92 24.97 25.02 25.14 25.12 25.27 25.13 25.02 24.78 24.9629 12 20 ESTRUCTURA CORTE SECUNDARIO CON DERIVACION 1F C/ABRAZADERA CD1- A U 32.81 32.87 33.13 33.26 33.39 33 32.94 33.18 33.35 32.85 32.91 32.81 33.07 33.33 33.11 32.91 33.24 33.27 33.06 33.13 33.19 33.36 33.32 33.53 33.34 33.2 32.88 33.1129 12 21 ESTRUCTURA CORTE SECUNDARIO CON DERIVACION 2F C/PERNO CD2 - P U 49.05 49.14 49.52 49.72 49.91 49.34 49.25 49.6 49.86 49.11 49.2 49.05 49.43 49.83 49.49 49.21 49.7 49.74 49.42 49.53 49.62 49.87 49.82 50.12 49.85 49.63 49.15 49.529 12 22 ESTRUCTURA CORTE SECUNDARIO CON DERIVACION 2F C/ABRAZADERA CD2 - A U 65.21 65.33 65.84 66.1 66.36 65.6 65.48 65.94 66.28 65.3 65.41 65.21 65.72 66.25 65.8 65.42 66.07 66.13 65.7 65.84 65.97 66.3 66.23 66.64 66.27 65.99 65.35 65.829 12 23 ESTRUCTURA CORTE SECUNDARIO CON DERIVACION 3F C/PERNO CD3 - P U 73.15 73.28 73.85 74.15 74.44 73.58 73.45 73.97 74.35 73.25 73.38 73.15 73.72 74.31 73.81 73.38 74.12 74.18 73.7 73.86 74.01 74.37 74.29 74.75 74.34 74.02 73.3 73.8229 12 24 ESTRUCTURA CORTE SECUNDARIO CON DERIVACION 3F C/ABRAZADERA CD3 - A U 97.39 97.57 98.33 98.72 99.1 97.97 97.79 98.48 98.99 97.52 97.69 97.39 98.15 98.94 98.27 97.7 98.68 98.76 98.12 98.34 98.53 99.02 98.91 99.52 98.97 98.55 97.6 98.2829 12 25 ESTRUCTURA CORTE SECUNDARIO EMPUENTADO 1F C/PERNO CE1 - P U 14.39 14.42 14.53 14.59 14.64 14.48 14.45 14.55 14.63 14.41 14.43 14.39 14.5 14.62 14.52 14.44 14.58 14.59 14.5 14.53 14.56 14.63 14.61 14.71 14.62 14.56 14.42 14.5229 12 26 ESTRUCTURA CORTE SECUNDARIO EMPUENTADO 1F C/ABRAZADERA CE1- A U 19.05 19.08 19.23 19.31 19.39 19.16 19.13 19.26 19.36 19.08 19.11 19.05 19.2 19.35 19.22 19.11 19.3 19.32 19.19 19.23 19.27 19.37 19.35 19.47 19.36 19.28 19.09 19.2229 12 27 ESTRUCTURA CORTE SECUNDARIO EMPUENTADO 2F C/PERNO CE2 - P U 28.37 28.42 28.64 28.76 28.87 28.54 28.49 28.69 28.84 28.41 28.46 28.37 28.59 28.82 28.63 28.46 28.75 28.77 28.58 28.65 28.7 28.84 28.81 28.99 28.83 28.71 28.43 28.6329 12 28 ESTRUCTURA CORTE SECUNDARIO EMPUENTADO 2F C/ABRAZADERA CE2 - A U 37.69 37.76 38.05 38.21 38.35 37.91 37.84 38.11 38.31 37.74 37.81 37.69 37.98 38.29 38.03 37.81 38.19 38.22 37.97 38.06 38.13 38.32 38.28 38.52 38.3 38.14 37.77 38.0329 12 29 ESTRUCTURA CORTE SECUNDARIO EMPUENTADO 3F C/PERNO CE3 - P U 42.13 42.21 42.54 42.71 42.87 42.38 42.3 42.6 42.82 42.19 42.26 42.13 42.46 42.8 42.51 42.27 42.69 42.72 42.45 42.54 42.62 42.83 42.79 43.05 42.81 42.63 42.22 42.5129 12 30 ESTRUCTURA CORTE SECUNDARIO EMPUENTADO 3F C/ABRAZADERA CD3 - A U 56.11 56.21 56.65 56.88 57.1 56.44 56.34 56.74 57.03 56.18 56.28 56.11 56.55 57 56.62 56.29 56.85 56.9 56.53 56.66 56.77 57.05 56.99 57.34 57.02 56.78 56.23 56.6229 12 31 ESTRUCTURA REMATE SECUNDARIO 1F C/PERNO RS1 - P U 8.41 8.43 8.49 8.53 8.56 8.46 8.44 8.5 8.55 8.42 8.44 8.41 8.48 8.54 8.49 8.44 8.52 8.53 8.47 8.49 8.51 8.55 8.54 8.59 8.55 8.51 8.43 8.49

29 12 32 ESTRUCTURA REMATE SECUNDARIO 1F C/ABRAZADERA RS1- A U 11.83 11.85 11.94 11.99 12.04 11.9 11.88 11.96 12.02 11.85 11.87 11.83 11.92 12.02 11.94 11.87 11.99 12 11.92 11.94 11.97 12.03 12.01 12.09 12.02 11.97 11.85 11.9429 12 33 ESTRUCTURA REMATE SECUNDARIO 2F C/PERNO RS2 - P U 16.41 16.44 16.57 16.64 16.7 16.51 16.48 16.59 16.68 16.43 16.46 16.41 16.54 16.67 16.56 16.46 16.63 16.64 16.53 16.57 16.6 16.68 16.67 16.77 16.68 16.61 16.44 16.5629 12 34 ESTRUCTURA REMATE SECUNDARIO 2F C/ABRAZADERA RS2 - A U 23.25 23.29 23.47 23.57 23.66 23.39 23.35 23.51 23.63 23.28 23.32 23.25 23.43 23.62 23.46 23.32 23.56 23.58 23.43 23.48 23.52 23.64 23.61 23.76 23.63 23.53 23.3 23.4629 12 35 ESTRUCTURA REMATE SECUNDARIO 3F C/PERNO RS3 - P U 24.19 24.23 24.42 24.52 24.62 24.33 24.29 24.46 24.59 24.22 24.27 24.19 24.38 24.58 24.41 24.27 24.51 24.53 24.37 24.43 24.47 24.59 24.57 24.72 24.58 24.48 24.24 24.4129 12 36 ESTRUCTURA REMATE SECUNDARIO 3F C/ABRAZADERA RS3 - A U 23.11 23.15 23.33 23.43 23.52 23.25 23.21 23.37 23.49 23.14 23.18 23.11 23.29 23.48 23.32 23.18 23.42 23.44 23.28 23.33 23.38 23.5 23.47 23.62 23.48 23.39 23.16 23.3229 12 37 ESTRUCTURA PROLONGACION SECUNDARIA 1F C/PERNO PS1 - P U 9.37 9.39 9.46 9.5 9.54 9.43 9.41 9.47 9.52 9.38 9.4 9.37 9.44 9.52 9.45 9.4 9.49 9.5 9.44 9.46 9.48 9.53 9.52 9.58 9.52 9.48 9.39 9.4629 12 38 ESTRUCTURA PROLONGACION SECUNDARIA 1F C/ABRAZADERA PS1- A U 10.41 10.43 10.51 10.55 10.59 10.47 10.45 10.53 10.58 10.42 10.44 10.41 10.49 10.58 10.5 10.44 10.55 10.56 10.49 10.51 10.53 10.58 10.57 10.64 10.58 10.53 10.43 10.529 12 39 ESTRUCTURA PROLONGACION SECUNDARIA 2F C/PERNO PS2 - P U 18.33 18.36 18.51 18.58 18.65 18.44 18.41 18.54 18.63 18.35 18.39 18.33 18.47 18.62 18.5 18.39 18.57 18.59 18.47 18.51 18.55 18.64 18.62 18.73 18.63 18.55 18.37 18.529 12 40 ESTRUCTURA PROLONGACION SECUNDARIA 2F C/ABRAZADERA PS2 - A U 20.41 20.45 20.61 20.69 20.77 20.53 20.49 20.64 20.75 20.44 20.47 20.41 20.57 20.74 20.59 20.48 20.68 20.7 20.56 20.61 20.65 20.75 20.73 20.86 20.74 20.65 20.45 20.629 12 41 ESTRUCTURA PROLONGACION SECUNDARIA 3F C/PERNO PS3 - P U 27.07 27.12 27.33 27.44 27.55 27.23 27.18 27.37 27.51 27.11 27.15 27.07 27.28 27.5 27.31 27.16 27.43 27.45 27.27 27.33 27.39 27.52 27.49 27.66 27.51 27.39 27.13 27.3229 12 42 ESTRUCTURA PROLOGACION SECUNDARIA 3F C/ABRAZADERA PS3 - A U 30.19 30.25 30.48 30.6 30.72 30.37 30.31 30.53 30.69 30.23 30.28 30.19 30.43 30.67 30.46 30.29 30.59 30.62 30.42 30.48 30.54 30.69 30.66 30.85 30.68 30.55 30.25 30.4729 12 43 ESTRUCTURA CRUCE VERTICAL SECUNDARIO 1F C/PERNO CV1 - P U 5.46 5.46 5.51 5.53 5.55 5.49 5.48 5.52 5.54 5.46 5.47 5.46 5.5 5.54 5.5 5.47 5.53 5.53 5.5 5.51 5.52 5.55 5.54 5.57 5.54 5.52 5.47 5.529 12 44 ESTRUCTURA CRUCE VERTICAL SECUNDARIO 1F C/ABRAZADERA CV1- A U 8.88 8.89 8.96 9 9.03 8.93 8.91 8.97 9.02 8.89 8.9 8.88 8.94 9.02 8.96 8.9 8.99 9 8.94 8.96 8.98 9.02 9.01 9.07 9.02 8.98 8.89 8.9629 12 45 ESTRUCTURA CRUCE VERTICAL SECUNDARIO 2F C/PERNO CV2 - P U 10.5 10.52 10.6 10.64 10.69 10.56 10.54 10.62 10.67 10.51 10.53 10.5 10.58 10.67 10.6 10.53 10.64 10.65 10.58 10.6 10.62 10.68 10.66 10.73 10.67 10.63 10.52 10.629 12 46 ESTRUCTURA CRUCE VERTICAL SECUNDARIO 2F C/ABRAZADERA CV2 - A U 17.34 17.37 17.51 17.58 17.65 17.44 17.41 17.53 17.63 17.36 17.39 17.34 17.48 17.62 17.5 17.4 17.57 17.59 17.47 17.51 17.54 17.63 17.61 17.72 17.62 17.55 17.38 17.529 12 47 ESTRUCTURA CRUCE VERTICAL SECUNDARIO 3F C/PERNO CV3 - P U 15.33 15.35 15.47 15.54 15.6 15.42 15.39 15.5 15.58 15.35 15.37 15.33 15.45 15.57 15.46 15.37 15.53 15.54 15.44 15.47 15.5 15.58 15.56 15.66 15.57 15.51 15.36 15.4629 12 48 ESTRUCTURA CRUCE VERTICAL SECUNDARIO 3F C/ABRAZADERA CV3 - A U 25.59 25.63 25.83 25.94 26.04 25.74 25.69 25.87 26.01 25.62 25.66 25.59 25.78 25.99 25.82 25.67 25.92 25.95 25.78 25.83 25.89 26.01 25.98 26.15 26 25.89 25.64 25.8229 12 49 ESTRUCTURA CRUCE DOBLE REMATE SECUNDARIO 1F C/PERNO CR1 - P U 16.19 16.22 16.35 16.41 16.47 16.29 16.26 16.37 16.46 16.21 16.24 16.19 16.32 16.45 16.34 16.24 16.4 16.42 16.31 16.35 16.38 16.46 16.44 16.54 16.45 16.38 16.22 16.3429 12 50 ESTRUCTURA CRUCE DOBLE REMATE SECUNDARIO 1F C/ABRAZADERA CR1 - A U 23.03 23.07 23.25 23.35 23.44 23.17 23.12 23.29 23.41 23.06 23.1 23.03 23.21 23.4 23.24 23.1 23.33 23.35 23.2 23.25 23.3 23.41 23.39 23.53 23.4 23.3 23.08 23.2429 12 51 ESTRUCTURA CRUCE DOBLE REMATE SECUNDARIO 2F C/PERNO CR2 - P U 31.97 32.03 32.28 32.41 32.53 32.16 32.1 32.33 32.5 32.01 32.07 31.97 32.22 32.48 32.26 32.07 32.39 32.42 32.21 32.28 32.34 32.5 32.47 32.67 32.49 32.35 32.04 32.2629 12 52 ESTRUCTURA CRUCE DOBLE REMATE SECUNDARIO 2F C/ABRAZADERA CR2 - A U 45.65 45.73 46.09 46.28 46.45 45.92 45.84 46.16 46.4 45.71 45.79 45.65 46.01 46.38 46.06 45.8 46.25 46.29 45.99 46.09 46.18 46.41 46.36 46.65 46.39 46.19 45.75 46.0729 12 53 ESTRUCTURA CRUCE DOBLE REMATE SECUNDARIO 3F C/PERNO CR3 - P U 47.53 47.62 47.99 48.18 48.37 47.81 47.72 48.06 48.31 47.59 47.68 47.53 47.9 48.29 47.96 47.68 48.16 48.2 47.89 47.99 48.09 48.32 48.27 48.57 48.3 48.1 47.63 47.9629 12 54 ESTRUCTURA CRUCE DOBLE REMATE SECUNDARIO 3F C/ABRAZADERA CR3 - A U 68.05 68.17 68.7 68.98 69.25 68.45 68.33 68.81 69.17 68.14 68.26 68.05 68.58 69.13 68.66 68.27 68.95 69.01 68.56 68.71 68.85 69.19 69.11 69.54 69.15 68.86 68.19 68.6729 12 55 ESTRUCTURA CRUCE DOBLE REMATE SECUNDARIO C/PERNO/ABRAZ CR1 - P/A* U 31.21 31.27 31.51 31.64 31.76 31.4 31.34 31.56 31.73 31.25 31.31 31.21 31.46 31.71 31.49 31.31 31.62 31.65 31.45 31.52 31.58 31.73 31.7 31.9 31.72 31.58 31.28 31.529 12 56 ESTRUCTURA CRUCE DOBLE REMATE SECUNDARIO C/PERNO/ABRAZ CR2 - P/A* U 54.08 54.18 54.6 54.82 55.04 54.4 54.3 54.69 54.97 54.15 54.25 54.08 54.51 54.94 54.57 54.26 54.8 54.85 54.49 54.61 54.72 54.99 54.93 55.27 54.96 54.73 54.2 54.5829 12 57 ESTRUCTURA CRUCE DOBLE REMATE SECUNDARIO C/PERNO/ABRAZ CR3 - P/A* U 81.12 81.27 81.9 82.24 82.55 81.6 81.46 82.03 82.46 81.23 81.38 81.12 81.76 82.42 81.85 81.38 82.2 82.27 81.73 81.91 82.07 82.48 82.39 82.9 82.44 82.09 81.29 81.8629 12 58 ESTRUCTURA DERIVACION SECUNDARIA 1F C/PERNO DS1 - P U 10.97 10.99 11.08 11.12 11.16 11.03 11.01 11.09 11.15 10.98 11 10.97 11.06 11.14 11.07 11.01 11.11 11.12 11.05 11.08 11.1 11.15 11.14 11.21 11.15 11.1 10.99 11.0729 12 59 ESTRUCTURA DERIVACION SECUNDARIA 1F C/ABRAZADERA DS1 - A U 14.39 14.42 14.53 14.59 14.64 14.48 14.45 14.55 14.63 14.41 14.43 14.39 14.5 14.62 14.52 14.44 14.58 14.59 14.5 14.53 14.56 14.63 14.61 14.71 14.62 14.56 14.42 14.5229 12 60 ESTRUCTURA DERIVACION SECUNDARIA 2F C/PERNO DS2 - P U 21.53 21.57 21.74 21.83 21.91 21.66 21.62 21.77 21.88 21.56 21.6 21.53 21.7 21.87 21.72 21.6 21.81 21.83 21.69 21.74 21.78 21.89 21.87 22 21.88 21.79 21.58 21.7329 12 61 ESTRUCTURA DERIVACION SECUNDARIA 2F C/ABRAZADERA DS2 - A U 28.37 28.42 28.64 28.76 28.87 28.54 28.49 28.69 28.84 28.41 28.46 28.37 28.59 28.82 28.63 28.46 28.74 28.77 28.58 28.65 28.7 28.84 28.81 28.99 28.83 28.71 28.43 28.6329 12 62 ESTRUCTURA DERIVACION SECUNDARIA 3F C/PERNO DS3 - P U 31.87 31.93 32.18 32.31 32.43 32.06 32 32.23 32.39 31.91 31.97 31.87 32.12 32.38 32.16 31.97 32.29 32.32 32.11 32.18 32.24 32.4 32.37 32.57 32.39 32.25 31.94 32.1629 12 63 ESTRUCTURA DERIVACION SECUNDARIA 3F C/ABRAZADERA DS3 - A U 42.13 42.21 42.54 42.71 42.87 42.38 42.3 42.6 42.82 42.19 42.26 42.13 42.46 42.8 42.51 42.27 42.69 42.72 42.45 42.54 42.62 42.83 42.79 43.05 42.81 42.63 42.22 42.5129 13 1 ESTRUCTURA TANGENTE PARA NEUTRO C/PERNO TN - P U 5.08 5.09 5.13 5.15 5.17 5.11 5.1 5.13 5.16 5.08 5.09 5.08 5.12 5.16 5.12 5.09 5.14 5.15 5.12 5.13 5.14 5.16 5.16 5.19 5.16 5.14 5.09 5.1229 13 2 ESTRUCTURA TANGENTE PARA NEUTRO C/ABRAZADERA TN - A U 8.5 8.51 8.58 8.61 8.65 8.55 8.53 8.59 8.64 8.51 8.52 8.5 8.56 8.63 8.57 8.52 8.61 8.62 8.56 8.58 8.6 8.64 8.63 8.68 8.63 8.6 8.51 8.5729 13 3 ESTRUCTURA TANGENTE CON DERIVACION PARA NEUTRO C/PERNO TD - P U 15.29 15.31 15.43 15.5 15.56 15.38 15.35 15.46 15.54 15.31 15.33 15.29 15.41 15.53 15.42 15.34 15.49 15.5 15.4 15.44 15.47 15.54 15.53 15.62 15.53 15.47 15.32 15.4329 13 4 ESTRUCTURA TANGENTE CON DERIVACION PARA NEUTRO C/ABRAZADERA TD - A U 18.71 18.74 18.89 18.96 19.04 18.82 18.78 18.92 19.01 18.73 18.76 18.71 18.85 19 18.88 18.77 18.95 18.97 18.85 18.89 18.93 19.02 19 19.12 19.01 18.93 18.75 18.8829 13 5 ESTRUCTURA CORTE PARA NEUTRO C/PERNO CN-P U 18.86 18.9 19.04 19.12 19.19 18.97 18.94 19.07 19.17 18.89 18.92 18.86 19.01 19.16 19.03 18.92 19.11 19.13 19 19.04 19.08 19.18 19.16 19.27 19.17 19.09 18.9 19.0329 13 6 ESTRUCTURA CORTE PARA NEUTRO C/ABRAZADERA CN-A U 22.02 22.06 22.23 22.32 22.41 22.15 22.11 22.27 22.38 22.05 22.09 22.02 22.19 22.37 22.22 22.09 22.31 22.33 22.19 22.24 22.28 22.39 22.37 22.5 22.38 22.28 22.07 22.2229 13 7 ESTRUCTURA REMATE PARA NEUTRO C/PERNO RN-P U 11.15 11.17 11.26 11.3 11.34 11.21 11.19 11.27 11.33 11.16 11.18 11.15 11.24 11.33 11.25 11.18 11.3 11.31 11.23 11.26 11.28 11.33 11.32 11.39 11.33 11.28 11.17 11.2529 13 8 ESTRUCTURA REMATE PARA NEUTRO C/ABRAZADERA RN-A U 13.27 13.29 13.4 13.45 13.5 13.35 13.32 13.42 13.49 13.29 13.31 13.27 13.37 13.48 13.39 13.31 13.44 13.46 13.37 13.4 13.42 13.49 13.48 13.56 13.48 13.43 13.3 13.3929 13 9 ESTRUCTURA PROLONGACION PARA NEUTRO C/PERNO PN-P U 10.81 10.83 10.91 10.96 11 10.87 10.85 10.93 10.99 10.82 10.84 10.81 10.89 10.98 10.91 10.84 10.95 10.96 10.89 10.91 10.94 10.99 10.98 11.05 10.98 10.94 10.83 10.9129 13 10 ESTRUCTURA PROLONGACION PARA NEUTRO C/ABRAZADERA PN-A U 11.85 11.87 11.96 12.01 12.06 11.92 11.9 11.98 12.04 11.86 11.89 11.85 11.94 12.04 11.96 11.89 12 12.02 11.94 11.96 11.99 12.05 12.03 12.11 12.04 11.99 11.87 11.9629 13 11 ESTRUCTURA CRUCE VERTICAL SENCILLO PARA NEUTRO C/PERNO CV-P U 5.32 5.33 5.37 5.39 5.41 5.35 5.34 5.38 5.41 5.33 5.33 5.32 5.36 5.4 5.37 5.34 5.39 5.39 5.36 5.37 5.38 5.41 5.4 5.44 5.4 5.38 5.33 5.3729 13 12 ESTRUCTURA CRUCE VERTICAL SENCILLO PARA NEUTRO C/ABRAZADERA CV-A U 8.74 8.75 8.82 8.86 8.89 8.79 8.77 8.84 8.88 8.75 8.77 8.74 8.81 8.88 8.82 8.77 8.85 8.86 8.8 8.82 8.84 8.88 8.87 8.93 8.88 8.84 8.76 8.8229 13 13 ESTRUCTURA CRUCE DOBLE REMATE PARA NEUTRO C/PERNO CR-P U 19.19 19.23 19.38 19.46 19.53 19.31 19.27 19.41 19.51 19.22 19.25 19.19 19.34 19.5 19.37 19.25 19.45 19.46 19.34 19.38 19.42 19.51 19.49 19.61 19.5 19.42 19.23 19.3729 13 14 ESTRUCTURA CRUCE DOBLE REMATE PARA NEUTRO C/ABRAZADERA CR-A U 26.03 26.08 26.28 26.39 26.49 26.19 26.14 26.32 26.46 26.07 26.11 26.03 26.24 26.45 26.27 26.12 26.38 26.4 26.23 26.29 26.34 26.47 26.44 26.6 26.45 26.34 26.09 26.2729 13 15 ESTRUCTURA CRUCE DOBLE REMATE PARA NEUTRO C/PERNO/ABRAZ CR-P/A* U 32.89 32.95 33.21 33.34 33.47 33.09 33.03 33.26 33.43 32.94 33 32.89 33.15 33.42 33.19 33 33.33 33.36 33.14 33.21 33.28 33.44 33.41 33.61 33.43 33.28 32.96 33.1929 13 16 ESTRUCTURA DERIVACION PARA NEUTRO C/PERNO DN-P U 12.38 12.4 12.5 12.55 12.59 12.45 12.43 12.52 12.58 12.39 12.42 12.38 12.47 12.57 12.49 12.42 12.54 12.55 12.47 12.5 12.52 12.58 12.57 12.65 12.58 12.52 12.4 12.4929 13 17 ESTRUCTURA DERIVACION PARA NEUTRO C/ABRAZADERA DN-A U 15.8 15.83 15.95 16.01 16.07 15.89 15.86 15.97 16.06 15.82 15.85 15.8 15.92 16.05 15.94 15.85 16.01 16.02 15.92 15.95 15.98 16.06 16.04 16.14 16.05 15.99 15.83 15.9429 14 1 ANCLA PRIMARIA SENCILLA C/PERNO PS - P U 57.76 57.87 58.32 58.55 58.78 58.1 58 58.41 58.71 57.84 57.94 57.76 58.21 58.68 58.28 57.95 58.52 58.58 58.19 58.32 58.44 58.73 58.66 59.03 58.7 58.45 57.88 58.2929 14 2 ANCLA PRIMARIA SENCILLA C/ABRAZADERA PS - A U 60.97 61.08 61.56 61.81 62.04 61.33 61.22 61.65 61.97 61.05 61.16 60.97 61.45 61.94 61.52 61.17 61.78 61.83 61.43 61.56 61.68 61.99 61.92 62.31 61.96 61.7 61.1 61.5329 14 3 ANCLA PRIMARIA DOBLE C/PERNO PD - P U 98.97 99.15 99.92 100.33 100.71 99.56 99.38 100.08 100.6 99.1 99.28 98.97 99.75 100.55 99.86 99.29 100.28 100.37 99.71 99.93 100.13 100.63 100.52 101.14 100.57 100.15 99.18 99.8829 14 4 ANCLA PRIMARIA DOBLE C/ABRAZADERA PD - A U 98.69 98.87 99.64 100.05 100.43 99.28 99.1 99.8 100.31 98.82 99 98.69 99.46 100.26 99.58 99.01 100 100.08 99.43 99.65 99.85 100.34 100.23 100.86 100.29 99.87 98.9 99.5929 14 5 ANCLA PRIMARIA A POSTE C/PERNO PP - P U 89.16 89.32 90.02 90.38 90.73 89.69 89.53 90.16 90.62 89.28 89.44 89.16 89.86 90.58 89.96 89.45 90.34 90.42 89.83 90.03 90.2 90.65 90.55 91.11 90.6 90.22 89.35 89.9729 14 6 ANCLA PRIMARIA A POSTE C/ABRAZADERA PP - A U 97.03 97.21 97.96 98.36 98.74 97.6 97.43 98.12 98.62 97.16 97.33 97.03 97.79 98.57 97.91 97.34 98.31 98.4 97.76 97.97 98.17 98.65 98.54 99.16 98.6 98.19 97.23 97.9129 14 7 ANCLA PRIMARIA DOBLE A POSTE C/PERNO DP - P U 115.83 116.04 116.94 117.42 117.87 116.51 116.31 117.13 117.73 115.98 116.19 115.83 116.74 117.67 116.87 116.2 117.36 117.46 116.7 116.96 117.19 117.77 117.64 118.37 117.71 117.21 116.07 116.8929 14 8 ANCLA PRIMARIA DOBLE A POSTE C/ABRAZADERA DP - A U 127.05 127.28 128.27 128.79 129.29 127.8 127.57 128.47 129.13 127.22 127.45 127.05 128.04 129.07 128.2 127.46 128.73 128.84 128 128.28 128.54 129.17 129.03 129.83 129.11 128.56 127.32 128.2129 14 9 COMPLEMENTO DE ANCLA PRIMARIA EN ANCLA SECUNDARIA EXISTENTE C/PERNO CAPS - P U 35.04 35.1 35.38 35.52 35.66 35.25 35.18 35.43 35.62 35.09 35.15 35.04 35.31 35.6 35.36 35.15 35.5 35.54 35.3 35.38 35.45 35.63 35.59 35.81 35.61 35.46 35.11 35.3629 14 10 COMPLEMENTO DE ANCLA PRIMARIA EN ANCLA SECUNDARIA EXISTENTE C/ABRAZADERA CAPS - A U 38.25 38.32 38.62 38.78 38.92 38.48 38.41 38.68 38.88 38.3 38.37 38.25 38.55 38.86 38.6 38.37 38.76 38.79 38.54 38.62 38.7 38.89 38.85 39.09 38.87 38.71 38.33 38.629 14 11 ANCLA SECUNDARIA SENCILLA C/PERNO SS - P U 47.04 47.13 47.49 47.69 47.87 47.32 47.23 47.57 47.81 47.1 47.19 47.04 47.41 47.79 47.46 47.19 47.66 47.7 47.39 47.5 47.59 47.83 47.77 48.07 47.8 47.6 47.14 47.4729 14 12 ANCLA SECUNDARIA SENCILLA C/ABRAZADERA SS - A U 52.06 52.15 52.56 52.77 52.98 52.37 52.27 52.64 52.91 52.13 52.22 52.06 52.47 52.89 52.53 52.23 52.75 52.8 52.45 52.57 52.67 52.93 52.87 53.2 52.9 52.68 52.17 52.5429 14 13 ANCLA SECUNDARIA A POSTE C/PERNO SP - P U 72.49 72.62 73.19 73.49 73.77 72.92 72.79 73.3 73.68 72.59 72.72 72.49 73.06 73.65 73.15 72.73 73.45 73.51 73.04 73.2 73.34 73.7 73.62 74.08 73.67 73.36 72.64 73.1529 14 14 ANCLA SECUNDARIA A POSTE C/ABRAZADERA SP - A U 82.17 82.32 82.96 83.3 83.62 82.66 82.51 83.09 83.52 82.28 82.43 82.17 82.81 83.48 82.91 82.44 83.26 83.33 82.79 82.97 83.13 83.55 83.45 83.97 83.5 83.15 82.34 82.9229 14 15 COMPLEMENTO DE ANCLA SECUNDARIA EN ANCLA PRIMARIA EXISTENTE C/PERNO CASP - P U 28.58 28.63 28.85 28.97 29.08 28.75 28.69 28.9 29.05 28.61 28.67 28.58 28.8 29.03 28.83 28.67 28.95 28.98 28.79 28.85 28.91 29.05 29.02 29.2 29.04 28.92 28.64 28.8429 14 16 COMPLEMENTO DE ANCLA SECUNDARIA EN ANCLA PRIMARIA EXISTENTE C/ABRAZADERA CASP - A U 29.62 29.67 29.9 30.02 30.14 29.79 29.74 29.95 30.1 29.66 29.71 29.62 29.85 30.09 29.88 29.71 30.01 30.03 29.84 29.9 29.96 30.11 30.08 30.27 30.1 29.97 29.68 29.8929 15 3 RED DE POLARIZACIÓN DE 1 BARRA (COMPLEMENTO PARA T1C-A/P) U 22.4 22.44 22.61 22.71 22.79 22.53 22.49 22.65 22.77 22.43 22.47 22.4 22.57 22.76 22.6 22.47 22.69 22.71 22.57 22.62 22.66 22.77 22.75 22.89 22.76 22.67 22.45 22.629 15 4 RED DE POLARIZACIÓN DE 2 BARRAS (COMPLEMENTO PARA T1C-A/P) U 39.77 39.84 40.15 40.32 40.47 40.01 39.94 40.22 40.43 39.82 39.9 39.77 40.08 40.41 40.13 39.9 40.3 40.33 40.07 40.16 40.24 40.44 40.39 40.64 40.42 40.25 39.86 40.1329 15 5 RED DE POLARIZACIÓN DE 3 BARRAS (COMPLEMENTO PARA T1C-A/P) U 57.15 57.25 57.7 57.93 58.15 57.48 57.38 57.79 58.08 57.22 57.32 57.15 57.59 58.06 57.66 57.33 57.9 57.95 57.58 57.7 57.82 58.1 58.04 58.4 58.07 57.83 57.27 57.6729 15 6 Soldadura exotérmica U 7.18 7.18 7.21 7.22 7.23 7.19 7.19 7.21 7.23 7.18 7.19 7.18 7.2 7.23 7.21 7.19 7.22 7.22 7.2 7.21 7.21 7.23 7.23 7.25 7.23 7.21 7.18 7.2129 15 7 Red de polarización 3 barras 5/8"x8' en triángulo de 2.44m con cepo (Alambre de cobre desnudo #6). U 73.18 73.32 73.89 74.19 74.47 73.62 73.49 74 74.39 73.28 73.41 73.18 73.76 74.35 73.84 73.42 74.15 74.22 73.74 73.9 74.04 74.41 74.33 74.79 74.37 74.06 73.34 73.8529 15 20 Red de polarización 4 barras 5/8"x10' en cuadrado 2.44m c/soldadura exotérmica (conductor de cobre #2) U 138.8 139.02 139.99 140.5 140.98 139.53 139.31 140.19 140.83 138.96 139.19 138.8 139.77 140.77 139.91 139.2 140.43 140.54 139.73 140 140.25 140.86 140.73 141.51 140.8 140.27 139.06 139.9329 17 1 Pago por suspensión temporal de servicio de energía eléctrica U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

29 20 1 U 2899.4 2904.62 2927.23 2939.12 2950.43 2916.51 2911.29 2931.87 2946.95 2903.17 2908.39 2899.4 2922.02 2945.5 2925.49 2908.68 2937.67 2940.28 2921.15 2927.52 2933.32 2947.82 2944.63 2962.9 2946.37 2933.9 2905.49 2925.78

29 20 2 U 9142.56 9159.02 9230.33 9267.81 9303.47 9196.5 9180.04 9244.96 9292.5 9154.45 9170.9 9142.56 9213.87 9287.93 9224.84 9171.82 9263.24 9271.47 9211.13 9231.24 9249.53 9295.24 9285.18 9342.78 9290.67 9251.36 9161.76 9225.76

29 20 4 U 4213.31 4220.89 4253.76 4271.03 4287.46 4238.17 4230.58 4260.5 4282.41 4218.79 4226.37 4213.31 4246.17 4280.3 4251.23 4226.79 4268.93 4272.72 4244.91 4254.18 4262.61 4283.67 4279.04 4305.58 4281.57 4263.45 4222.16 4251.65

29 20 5 Panel banco de capacitores de capacitores de 3kVAR monofásico a 230VAC U 412.26 413 416.22 417.91 419.52 414.69 413.95 416.88 419.02 412.8 413.54 412.26 415.48 418.81 415.97 413.58 417.7 418.07 415.35 416.26 417.08 419.14 418.69 421.29 418.94 417.17 413.13 416.0129 20 6 Panel banco de capacitores de capacitores de 3.5kVAR monofásico a 230VAC U 412.25 412.99 416.21 417.9 419.51 414.68 413.94 416.87 419.01 412.79 413.53 412.25 415.47 418.8 415.96 413.57 417.69 418.06 415.34 416.25 417.07 419.13 418.68 421.28 418.93 417.16 413.12 41629 20 11 BOTONERAS DE 1/2 HP 120 V 1F; CON PROTECCIÓN DE SOBRECARGA U 126.94 127.17 128.16 128.68 129.17 127.69 127.46 128.36 129.02 127.11 127.33 126.94 127.93 128.96 128.08 127.35 128.62 128.73 127.89 128.17 128.43 129.06 128.92 129.72 129 128.45 127.21 128.129 20 12 BOTONERAS DE 3/4 HP 120 V 1F; CON PROTECCIÓN DE SOBRECARGA U 142.72 142.98 144.09 144.68 145.23 143.56 143.31 144.32 145.06 142.91 143.16 142.72 143.83 144.99 144 143.18 144.6 144.73 143.79 144.1 144.39 145.1 144.95 145.85 145.03 144.42 143.02 144.0229 20 13 BOTONERAS DE 1 HP 120 V 1F; CON PROTECCIÓN DE SOBRECARGA U 141.81 142.07 143.17 143.75 144.31 142.65 142.39 143.4 144.14 141.99 142.25 141.81 142.92 144.06 143.09 142.26 143.68 143.81 142.87 143.19 143.47 144.18 144.02 144.92 144.11 143.5 142.11 143.129 20 14 BOTONERAS DE 1/2 HP 230v 1F; CON PROTECCIÓN DE SOBRECARGA U 116.95 117.16 118.07 118.55 119.01 117.64 117.43 118.26 118.87 117.1 117.31 116.95 117.86 118.81 118 117.32 118.49 118.6 117.83 118.08 118.32 118.9 118.77 119.51 118.84 118.34 117.2 118.0129 20 15 BOTONERAS DE 3/4 HP 230v 1F; CON PROTECCIÓN DE SOBRECARGA U 116.68 116.89 117.8 118.28 118.73 117.37 117.16 117.99 118.59 116.83 117.04 116.68 117.59 118.54 117.73 117.05 118.22 118.33 117.56 117.81 118.05 118.63 118.5 119.24 118.57 118.07 116.93 117.7429 20 16 BOTONERAS DE 1 HP 230v 1F; CON PROTECCIÓN DE SOBRECARGA U 116.66 116.87 117.78 118.26 118.71 117.35 117.14 117.97 118.57 116.81 117.02 116.66 117.57 118.52 117.71 117.03 118.2 118.3 117.54 117.79 118.03 118.61 118.48 119.22 118.55 118.05 116.91 117.72

29 20 17 U 1928.16 1931.63 1946.67 1954.58 1962.1 1939.54 1936.07 1949.76 1959.78 1930.67 1934.14 1928.16 1943.2 1958.82 1945.51 1934.33 1953.61 1955.35 1942.62 1946.86 1950.72 1960.36 1958.24 1970.39 1959.4 1951.11 1932.21 1945.71

29 20 18 U 1940.83 1944.32 1959.46 1967.42 1974.99 1952.28 1948.79 1962.57 1972.66 1943.35 1946.85 1940.83 1955.97 1971.69 1958.3 1947.04 1966.45 1968.2 1955.39 1959.66 1963.54 1973.24 1971.11 1983.33 1972.27 1963.93 1944.91 1958.49

29 20 19 U 1940.78 1944.27 1959.41 1967.37 1974.94 1952.23 1948.74 1962.52 1972.61 1943.3 1946.8 1940.78 1955.92 1971.64 1958.25 1946.99 1966.4 1968.14 1955.34 1959.61 1963.49 1973.19 1971.06 1983.28 1972.22 1963.88 1944.86 1958.44

Arrancador para bomba monofásica 10HP con pulsadores de para y arranque sensores de nivel para pozo y cisterna lámparas indicadoras de estado y nivel bajo y alto y sensor de voltaje e indicadores de voltaje corriente y frecuencia.

Variador de frecuencia para bomba trifásica de 40 HP modelo CPC22211 230VAC entrada monofásica con pulsadores de para y arranque sensores de nivel para pozo y cisterna lámparas indicadoras de estado y nivel bajo y alto y sensor de voltaje e indicadores de voltaje corriente y frecuencia.

Arancador para bomba monofásica de 7.5 HP con pulsadores de para y arranque sensores de nivel para pozo y cisterna lámparas indicadoras de estado y de nivel bajo y alto y sensor de voltaje e indicadores de voltaje corriente y frecuencia.

ARRANCADOR DIRECTO DE 1.5 HP 230V 1F.C/SELECTOR MANUAL-O-AUTOMÁTICO PROTECCIÓN SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLTAJE PARARRAYO SECUNDARIO CONTROL DE NIVEL. MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR DIRECTO DE 2 HP 230V 1F.C/SELECTOR MANUAL-O-AUTOMÁTICO PROTECCIÓN SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLTAJE PARARRAYO SECUNDARIO CONTROL DE NIVEL. MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR DIRECTO DE 3 HP 230V 1F.C/SELECTOR MANUAL-O-AUTOMÁTICO PROTECCIÓN SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLTAJE PARARRAYO SECUNDARIO CONTROL DE NIVEL. MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

29 20 20 U 3293.43 3299.36 3325.05 3338.55 3351.39 3312.86 3306.93 3330.32 3347.44 3297.71 3303.64 3293.43 3319.12 3345.8 3323.07 3303.97 3336.9 3339.87 3318.13 3325.38 3331.96 3348.43 3344.81 3365.56 3346.78 3332.62 3300.35 3323.4

29 20 21 U 3774.82 3781.61 3811.06 3826.54 3841.26 3797.09 3790.3 3817.1 3836.73 3779.73 3786.52 3774.82 3804.26 3834.84 3808.79 3786.9 3824.65 3828.04 3803.13 3811.44 3818.99 3837.86 3833.71 3857.49 3835.97 3819.74 3782.75 3809.17

29 20 22 U 3815.37 3822.24 3852 3867.64 3882.52 3837.88 3831.01 3858.1 3877.94 3820.33 3827.2 3815.37 3845.13 3876.03 3849.71 3827.58 3865.73 3869.17 3843.99 3852.38 3860.01 3879.09 3874.89 3898.93 3877.18 3860.77 3823.38 3850.09

29 20 23 U 3325.46 3331.45 3357.38 3371.02 3383.99 3345.08 3339.09 3362.71 3380 3329.78 3335.77 3325.46 3351.4 3378.34 3355.39 3336.1 3369.36 3372.35 3350.4 3357.72 3364.37 3381 3377.34 3398.29 3379.33 3365.03 3332.44 3355.72

29 20 24 U 3549.53 3555.92 3583.61 3598.16 3612 3570.47 3564.08 3589.28 3607.74 3554.14 3560.53 3549.53 3577.22 3605.97 3581.48 3560.89 3596.38 3599.58 3576.15 3583.96 3591.06 3608.81 3604.9 3627.26 3607.03 3591.77 3556.98 3581.83

29 20 25 U 3815.37 3822.24 3852 3867.64 3882.52 3837.88 3831.01 3858.1 3877.94 3820.33 3827.2 3815.37 3845.13 3876.03 3849.71 3827.58 3865.73 3869.17 3843.99 3852.38 3860.01 3879.09 3874.89 3898.93 3877.18 3860.77 3823.38 3850.09

29 20 26 U 3487.41 3493.69 3520.89 3535.19 3548.79 3507.99 3501.71 3526.47 3544.6 3491.94 3498.22 3487.41 3514.61 3542.86 3518.8 3498.57 3533.44 3536.58 3513.57 3521.24 3528.21 3545.65 3541.81 3563.78 3543.91 3528.91 3494.73 3519.15

29 20 27 U 3704.76 3711.43 3740.33 3755.52 3769.96 3726.62 3719.95 3746.25 3765.52 3709.58 3716.24 3704.76 3733.66 3763.67 3738.1 3716.62 3753.66 3757 3732.55 3740.7 3748.11 3766.63 3762.55 3785.89 3764.78 3748.85 3712.54 3738.47

29 20 28 U 3698.51 3705.17 3734.02 3749.18 3763.6 3720.33 3713.67 3739.93 3759.17 3703.32 3709.98 3698.51 3727.36 3757.32 3731.8 3710.35 3747.33 3750.66 3726.25 3734.39 3741.78 3760.28 3756.21 3779.51 3758.43 3742.52 3706.28 3732.17

29 20 29 U 8490.44 8505.72 8571.95 8606.76 8639.87 8540.53 8525.25 8585.53 8629.68 8501.48 8516.76 8490.44 8556.67 8625.44 8566.85 8517.61 8602.51 8610.16 8554.12 8572.8 8589.78 8632.23 8622.89 8676.38 8627.99 8591.48 8508.27 8567.7

29 20 30 U 8812.71 8828.57 8897.31 8933.44 8967.81 8864.71 8848.84 8911.41 8957.24 8824.17 8840.03 8812.71 8881.45 8952.83 8892.02 8840.91 8929.04 8936.97 8878.81 8898.19 8915.82 8959.88 8950.19 9005.71 8955.48 8917.58 8831.22 8892.91

29 20 31 U 8822.71 8838.59 8907.41 8943.58 8977.99 8874.76 8858.88 8921.52 8967.4 8834.18 8850.06 8822.71 8891.53 8962.99 8902.11 8850.94 8939.17 8947.11 8888.88 8908.29 8925.94 8970.05 8960.34 9015.93 8965.64 8927.7 8841.24 8903

29 20 32 U 8766.33 8782.11 8850.49 8886.43 8920.62 8818.05 8802.27 8864.51 8910.1 8777.73 8793.51 8766.33 8834.71 8905.71 8845.23 8794.38 8882.05 8889.94 8832.08 8851.36 8868.9 8912.73 8903.09 8958.31 8908.34 8870.65 8784.74 8846.1

29 20 33 U 8825.03 8840.91 8909.75 8945.93 8980.35 8877.1 8861.21 8923.87 8969.76 8836.5 8852.39 8825.03 8893.87 8965.35 8904.46 8853.27 8941.52 8949.46 8891.22 8910.63 8928.28 8972.41 8962.7 9018.3 8968 8930.05 8843.56 8905.34

29 20 34 U 9081.54 9097.89 9168.72 9205.96 9241.38 9135.12 9118.77 9183.25 9230.48 9093.35 9109.69 9081.54 9152.38 9225.94 9163.27 9110.6 9201.42 9209.59 9149.65 9169.63 9187.79 9233.2 9223.21 9280.43 9228.66 9189.61 9100.61 9164.18

29 20 35 U 5921.51 5932.17 5978.36 6002.63 6025.73 5956.45 5945.79 5987.83 6018.62 5929.21 5939.87 5921.51 5967.7 6015.66 5974.8 5940.46 5999.67 6005 5965.92 5978.95 5990.79 6020.4 6013.89 6051.19 6017.44 5991.98 5933.95 5975.4

29 20 36 U 7266.09 7279.17 7335.84 7365.64 7393.97 7308.96 7295.88 7347.47 7385.25 7275.54 7288.62 7266.09 7322.77 7381.62 7331.48 7289.34 7362 7368.54 7320.59 7336.57 7351.1 7387.43 7379.44 7425.22 7383.8 7352.56 7281.35 7332.21

29 20 37 U 7455.05 7468.47 7526.62 7557.18 7586.26 7499.04 7485.62 7538.55 7577.31 7464.74 7478.16 7455.05 7513.2 7573.59 7522.15 7478.91 7553.46 7560.17 7510.96 7527.36 7542.27 7579.55 7571.35 7618.32 7575.82 7543.77 7470.71 7522.89

29 20 38 U 7880.81 7895 7956.47 7988.78 8019.51 7927.31 7913.12 7969.08 8010.06 7891.06 7905.24 7880.81 7942.28 8006.12 7951.74 7906.03 7984.84 7991.93 7939.92 7957.25 7973.02 8012.42 8003.75 8053.4 8008.48 7974.59 7897.36 7952.53

29 20 39 U 8537.13 8552.5 8619.09 8654.09 8687.38 8587.5 8572.13 8632.75 8677.14 8548.23 8563.6 8537.13 8603.72 8672.87 8613.96 8564.45 8649.82 8657.5 8601.16 8619.94 8637.01 8679.7 8670.31 8724.09 8675.43 8638.72 8555.06 8614.82

29 20 40 U 8635.24 8650.78 8718.14 8753.54 8787.22 8686.19 8670.64 8731.95 8776.86 8646.47 8662.01 8635.24 8702.59 8772.54 8712.96 8662.87 8749.23 8757 8700 8719 8736.27 8779.45 8769.95 8824.35 8775.13 8738 8653.37 8713.82

29 20 41 U 6461.93 6473.56 6523.96 6550.46 6575.66 6500.06 6488.42 6534.3 6567.91 6470.33 6481.96 6461.93 6512.33 6564.67 6520.09 6482.61 6547.23 6553.04 6510.4 6524.61 6537.53 6569.84 6562.74 6603.45 6566.61 6538.83 6475.5 6520.73

29 20 42 U 7718.3 7732.19 7792.4 7824.04 7854.14 7763.84 7749.94 7804.75 7844.88 7728.33 7742.23 7718.3 7778.5 7841.02 7787.77 7743 7820.18 7827.13 7776.19 7793.17 7808.6 7847.2 7838.71 7887.33 7843.34 7810.15 7734.51 7788.54

29 20 43 U 7731.54 7745.46 7805.76 7837.46 7867.62 7777.16 7763.24 7818.13 7858.34 7741.59 7755.51 7731.54 7791.85 7854.47 7801.12 7756.28 7833.6 7840.55 7789.53 7806.54 7822 7860.66 7852.15 7900.86 7856.79 7823.55 7747.78 7801.9

29 20 44 U 8461.52 8476.75 8542.75 8577.44 8610.44 8511.44 8496.21 8556.29 8600.29 8472.52 8487.75 8461.52 8527.52 8596.06 8537.67 8488.6 8573.21 8580.83 8524.98 8543.6 8560.52 8602.83 8593.52 8646.83 8598.6 8562.21 8479.29 8538.52

29 20 45 U 8596 8611.47 8678.52 8713.77 8747.29 8646.72 8631.24 8692.28 8736.97 8607.18 8622.65 8596 8663.05 8732.68 8673.36 8623.51 8709.47 8717.2 8660.47 8679.38 8696.57 8739.55 8730.1 8784.25 8735.26 8698.29 8614.05 8674.22

29 20 46 U 8694.39 8710.04 8777.86 8813.5 8847.41 8745.69 8730.04 8791.77 8836.98 8705.69 8721.34 8694.39 8762.21 8832.63 8772.64 8722.21 8809.16 8816.98 8759.6 8778.73 8796.11 8839.59 8830.02 8884.8 8835.24 8797.85 8712.65 8773.51

29 20 49 U 6069.81 6080.74 6128.08 6152.97 6176.64 6105.62 6094.7 6137.79 6169.36 6077.7 6088.63 6069.81 6117.15 6166.32 6124.44 6089.23 6149.93 6155.39 6115.33 6128.69 6140.83 6171.18 6164.5 6202.74 6168.14 6142.04 6082.56 6125.05

29 20 50 U 7158.86 7171.75 7227.58 7256.94 7284.86 7201.1 7188.21 7239.04 7276.27 7168.17 7181.05 7158.86 7214.7 7272.69 7223.29 7181.77 7253.36 7259.8 7212.55 7228.3 7242.62 7278.41 7270.54 7315.64 7274.83 7244.05 7173.89 7224.01

29 20 52 U 9075.1 9091.44 9162.22 9199.43 9234.82 9128.64 9112.31 9176.74 9223.93 9086.9 9103.23 9075.1 9145.89 9219.39 9156.78 9104.14 9194.89 9203.06 9143.16 9163.13 9181.28 9226.65 9216.67 9273.85 9222.12 9183.09 9094.16 9157.68

29 20 53 U 4258.66 4266.33 4299.54 4317 4333.61 4283.79 4276.12 4306.36 4328.5 4264.2 4271.86 4258.66 4291.88 4326.37 4296.99 4272.29 4314.87 4318.71 4290.6 4299.97 4308.49 4329.78 4325.1 4351.92 4327.65 4309.34 4267.6 4297.41

29 20 54 U 4595.9 4604.17 4640.02 4658.86 4676.79 4623.02 4614.74 4647.37 4671.27 4601.87 4610.15 4595.9 4631.75 4668.98 4637.26 4610.61 4656.57 4660.7 4630.37 4640.48 4649.67 4672.65 4667.6 4696.55 4670.35 4650.59 4605.55 4637.72

29 20 55 U 5427.29 5437.06 5479.39 5501.64 5522.81 5459.31 5449.54 5488.08 5516.3 5434.35 5444.11 5427.29 5469.62 5513.58 5476.14 5444.66 5498.93 5503.81 5467.99 5479.93 5490.79 5517.93 5511.96 5546.15 5515.21 5491.88 5438.69 5476.68

ARRANCADOR DIRECTO DE 5 HP 230V 1F.C/SELECTOR MANUAL-O-AUTOMÁTICO PROTECCIÓN SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLTAJE PARARRAYO SECUNDARIO CONTROL DE NIVEL. MEDICIÓN: V I CONTADOR DE HORAS. C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR DIRECTO DE 7.5 HP 230V 1F.C/SELECTOR MAN-O-AUT PROTECCIÓN SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLTAJE PARARRAYO SECUNDARIO CONTROL DE NIVEL. MEDICIÓN: V I CONTADOR DE HORAS.C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR DIRECTO DE 10 HP 230V 1F.C/SELECTOR MAN-O-AUT PROTECCIÓN SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLTAJE PARARRAYO SECUNDARIO CONTROL DE NIVEL. MEDICIÓN: V I CONTADOR DE HORAS.C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR DIRECTO DE 5 HP 230V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLTAJE INV. DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL. MEDICIÓN: V I F.P. HORAS. C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR DIRECTO DE 7.5 HP 230V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLTAJE INV. DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL. MEDICIÓN: V I F.P. HORAS. C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR DIRECTO DE 10 HP 230V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLTAJE INV. DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL. MEDICIÓN: V I F.P. HORAS. C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR DIRECTO DE 5 HP 460V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLTAJE INV DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL. MEDICIÓN: V I F.P. HORAS. C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR DIRECTO DE 7.5 HP 460V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLTAJE INV. DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL. MEDICIÓN: V I F.P. HORAS. C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR DIRECTO DE 10 HP 460V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLTAJE INV. DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL. MEDICIÓN: V I F.P. HORAS. C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR AUTOTRANSF DE 15 HP 230V 3F.C/SELECTOR MAN-O-AUT PROTECCIÓN:SOBRE-CORRIENTE/CARGABAJO/ALTO VOLT INV. DE FASES PARARRAYO SECUNDARIOCONTROL DE NIVEL;MEDICIÓN:VI F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR AUTOTRANSF DE 20 HP 230V 3F.C/SELECTOR MAN-O-AUT PROTECCIÓN:SOBRE-CORRIENTE/CARGABAJO/ALTO VOLT INV. DE FASES PARARRAYO SECUNDARIOCONTROL DE NIVEL;MEDICIÓN:VI F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR AUTOTRANSF DE 25 HP 230V 3F.C/SELECTOR MAN-O-AUT PROTECCIÓN:SOBRE-CORRIENTE/CARGABAJO/ALTO VOLTPARARRAYO SECUNDARIOCONTROL DE NIVEL;MEDICIÓN:VI F.P. CONT DE HORAS C/CONDENSADOR; Y OTROS SEGÚN PLANOS.

ARRANCADOR AUTOTRANSF DE 15 HP 460V 3F.C/SELECTOR MAN-O-AUT PROTECCIÓN:SOBRE-CORRIENTE/CARGABAJO/ALTO VOLT INV. DE FASES PARARRAYO SECUNDARIOCONTROL DE NIVEL;MEDICIÓN:VI F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR AUTOTRANSF DE 20 HP 460V 3F.C/SELECTOR MAN-O-AUT PROTECCIÓN:SOBRE-CORRIENTE/CARGABAJO/ALTO VOLT INV DE FASES PARARRAYO SECUNDARIOCONTROL DE NIVEL; MEDICIÓN:VI F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR AUTOTRANSF DE 25 HP 460V 3F.C/SELECTOR MAN-O-AUT PROTECCIÓN:SOBRE-CORRIENTE/CARGABAJO/ALTO VOLT INV DE FASES PARARRAYO SECUNDARIOCONTROL DE NIVEL;MEDICIÓN:VI F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR ELECTRÓNICO SUAVE DE 5 HP 230V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT INV. DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR ELECTRÓNICO SUAVE DE 7.5 HP 240V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT INV. DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR ELECTRÓNICO SUAVE DE 10 HP 240V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT INV DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR ELECTRÓNICO SUAVE DE 15 HP 240V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT INV. DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR ELECTRÓNICO SUAVE DE 20 HP 240V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT INV. DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR ELECTRÓNICO SUAVE DE 25 HP 240V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT INV DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR ELECTRÓNICO SUAVE DE 5 HP 460V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT INV DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR ELECTRÓNICO SUAVE DE 7.5 HP 460V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT INV. DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR ELECTRÓNICO SUAVE DE 10 HP 460V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT INV. DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR ELECTRÓNICO SUAVE DE 15 HP 460V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT INV DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR ELECTRÓNICO SUAVE DE 20 HP 460V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT INV DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR ELECTRÓNICO SUAVE DE 25 HP 460V 3F. C/SELECTOR MAN-O-AUT PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT INV DE FASES PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I F.P. CONT DE HORAS C/CONDENSADOR; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 25 HP ALIMENTACIÓN 460V 1F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 5 HP ALIMENTACIÓN 230V 1F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 25 HP, ALIMENTACIÓN 460V, 1F, PROTECCIÓN: SOBRE-CORRIENTE/CARGA, BAJO/ALTO VOLT, PARARRAYO SECUNDARIO, CONTROL DE NIVEL; MEDICIÓN: V, I, CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 7.5 HP ALIMENTACIÓN 230V 1F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 10 HP ALIMENTACIÓN 230V 1F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 10 HP, ALIMENTACIÓN 230V, 1F, PROTECCIÓN: SOBRE-CORRIENTE/CARGA, BAJO/ALTO VOLT, PARARRAYO SECUNDARIO, CONTROL DE NIVEL; MEDICIÓN: V, I, CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

29 20 57 U 7830.72 7844.82 7905.89 7938 7968.54 7876.92 7862.83 7918.42 7959.14 7840.9 7855 7830.72 7891.8 7955.23 7901.2 7855.78 7934.09 7941.13 7889.45 7906.68 7922.34 7961.49 7952.88 8002.21 7957.58 7923.91 7847.16 7901.98

29 20 59 U 6656.87 6668.85 6720.78 6748.07 6774.03 6696.15 6684.16 6731.43 6766.04 6665.52 6677.51 6656.87 6708.79 6762.71 6716.78 6678.17 6744.74 6750.73 6706.8 6721.44 6734.76 6768.04 6760.72 6802.66 6764.71 6736.09 6670.85 6717.45

29 20 60 U 9244.55 9261.19 9333.3 9371.2 9407.25 9299.09 9282.45 9348.09 9396.16 9256.57 9273.21 9244.55 9316.66 9391.54 9327.75 9274.13 9366.58 9374.9 9313.88 9334.22 9352.71 9398.93 9388.77 9447.01 9394.31 9354.56 9263.96 9328.68

29 20 61 U 9244.55 9261.19 9333.3 9371.2 9407.25 9299.09 9282.45 9348.09 9396.16 9256.57 9273.21 9244.55 9316.66 9391.54 9327.75 9274.13 9366.58 9374.9 9313.88 9334.22 9352.71 9398.93 9388.77 9447.01 9394.31 9354.56 9263.96 9328.68

29 20 62 U 10289.25 10307.77 10388.03 10430.21 10470.34 10349.96 10331.44 10404.49 10457.99 10302.63 10321.15 10289.25 10369.51 10452.85 10381.85 10322.18 10425.07 10434.33 10366.42 10389.06 10409.63 10461.08 10449.76 10514.58 10455.94 10411.69 10310.86 10382.88

29 20 63 U 10708.08 10727.35 10810.88 10854.78 10896.54 10771.26 10751.98 10828.01 10883.69 10722 10741.28 10708.08 10791.6 10878.34 10804.45 10742.35 10849.43 10859.06 10788.39 10811.95 10833.36 10886.91 10875.13 10942.59 10881.55 10835.51 10730.57 10805.52

29 20 64 U 11073.18 11093.11 11179.48 11224.88 11268.07 11138.51 11118.58 11197.2 11254.78 11087.58 11107.51 11073.18 11159.55 11249.24 11172.84 11108.61 11219.35 11229.31 11156.23 11180.59 11202.74 11258.1 11245.92 11315.68 11252.57 11204.95 11096.43 11173.95

29 20 65 U 7303.42 7316.57 7373.53 7403.48 7431.96 7346.51 7333.36 7385.22 7423.2 7312.91 7326.06 7303.42 7360.39 7419.54 7369.15 7326.79 7399.83 7406.4 7358.2 7374.26 7388.87 7425.39 7417.35 7463.37 7421.74 7390.33 7318.76 7369.88

29 20 66 U 8784.06 8799.87 8868.39 8904.4 8938.66 8835.89 8820.07 8882.44 8928.12 8795.48 8811.29 8784.06 8852.58 8923.73 8863.12 8812.17 8900.01 8907.92 8849.94 8869.27 8886.83 8930.75 8921.09 8976.43 8926.36 8888.59 8802.51 8864

29 20 67 U 9087.07 9103.43 9174.31 9211.56 9247 9140.68 9124.33 9188.85 9236.1 9098.88 9115.24 9087.07 9157.95 9231.55 9168.85 9116.15 9207.02 9215.2 9155.22 9175.21 9193.39 9238.82 9228.83 9286.08 9234.28 9195.21 9106.15 9169.76

29 20 68 U 10251.76 10270.21 10350.18 10392.21 10432.19 10312.25 10293.79 10366.58 10419.89 10265.09 10283.54 10251.76 10331.72 10414.76 10344.03 10284.57 10387.08 10396.31 10328.65 10351.2 10371.71 10422.96 10411.69 10476.27 10417.84 10373.76 10273.29 10345.05

29 20 69 U 10586.76 10605.82 10688.39 10731.8 10773.09 10649.22 10630.17 10705.33 10760.38 10600.52 10619.58 10586.76 10669.34 10755.09 10682.04 10620.64 10726.51 10736.03 10666.16 10689.45 10710.63 10763.56 10751.91 10818.61 10758.27 10712.74 10608.99 10683.1

29 20 70 U 10911.46 10931.1 11016.21 11060.95 11103.5 10975.84 10956.2 11033.67 11090.41 10925.65 10945.29 10911.46 10996.57 11084.95 11009.66 10946.38 11055.49 11065.31 10993.3 11017.3 11039.12 11093.68 11081.68 11150.42 11088.23 11041.31 10934.37 11010.75

29 20 73 ANALIZADOR DE RED EN GABINETE NEMA 1 INCLUYE TC PROTECCIONES CONEXIONES Y ACCESORIOS DE FIJACION U 771.39 772.78 778.8 781.96 784.97 775.94 774.55 780.03 784.04 772.39 773.78 771.39 777.41 783.65 778.33 773.86 781.57 782.27 777.18 778.87 780.42 784.27 783.42 788.28 783.89 780.57 773.01 778.41

29 20 74 U 10791.77 10811.2 10895.37 10939.62 10981.71 10855.44 10836.02 10912.64 10968.76 10805.8 10825.22 10791.77 10875.95 10963.36 10888.9 10826.3 10934.22 10943.93 10872.71 10896.45 10918.03 10971.99 10960.12 11028.11 10966.6 10920.19 10814.43 10889.98

29 21 1 TOMA TELEFONICO RJ11 - SENCILLO INCLUYE PLACA. U 2.21 2.22 2.23 2.24 2.25 2.23 2.22 2.24 2.25 2.22 2.22 2.21 2.23 2.25 2.23 2.22 2.24 2.24 2.23 2.23 2.24 2.25 2.25 2.26 2.25 2.24 2.22 2.2329 21 2 TOMA TELEFONICO RJ11 - DOBLE INCLUYE PLACA. U 2.41 2.42 2.44 2.45 2.45 2.43 2.42 2.44 2.45 2.42 2.42 2.41 2.43 2.45 2.43 2.42 2.44 2.45 2.43 2.44 2.44 2.45 2.45 2.47 2.45 2.44 2.42 2.4329 21 3 TOMA PARA DATOS RJ45 - SENCILLO INCLUYE PLACA. U 2 2.01 2.02 2.03 2.04 2.01 2.01 2.02 2.04 2 2.01 2 2.02 2.03 2.02 2.01 2.03 2.03 2.02 2.02 2.03 2.04 2.03 2.05 2.03 2.03 2.01 2.0229 21 4 TOMA PARA DATOS RJ45 - DOBLE INCLUYE PLACA. U 1.62 1.63 1.64 1.64 1.65 1.63 1.63 1.64 1.65 1.62 1.63 1.62 1.63 1.65 1.64 1.63 1.64 1.65 1.63 1.64 1.64 1.65 1.65 1.66 1.65 1.64 1.63 1.64

ARRANCADOR VDF DE 5 HP ALIMENTACIÓN 230V 3F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO. CONTROL DE NIVEL/PRESIÓN ; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 10 HP ALIMENTACIÓN 230V 3F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL/PRESIÓN; MEDICIÓN: V I CONTADOR DE HORAS. OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 7.5 HP, ALIMENTACIÓN 230V, 3F, PROTECCIÓN: SOBRE-CORRIENTE/CARGA, BAJO/ALTO VOLT, PARARRAYO SECUNDARIO, CONTROL DE NIVEL/PRESIÓN; MEDICIÓN: V, I, CONTADOR DE HORAS. OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 15 HP ALIMENTACIÓN 230V 3F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL/PRESIÓN; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 15 HP, ALIMENTACIÓN 230V, 3F, PROTECCIÓN: SOBRE-CORRIENTE/CARGA, BAJO/ALTO VOLT, PARARRAYO SECUNDARIO, CONTROL DE NIVEL/PRESIÓN; MEDICIÓN: V, I, CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 20 HP ALIMENTACIÓN 230V 3F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL/PRESIÓN; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 25 HP ALIMENTACIÓN 230V 3F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL/PRESIÓN; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 5 HP ALIMENTACIÓN 460V 3F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL/PRESIÓN; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 7.5 HP ALIMENTACIÓN 460V 3F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL/PRESIÓN; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 10 HP ALIMENTACIÓN 460V 3F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL/PRESIÓN; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 15 HP ALIMENTACIÓN 460V 3F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL/PRESIÓN; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 20 HP ALIMENTACIÓN 460V 3F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL/PRESIÓN; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 25 HP ALIMENTACIÓN 460V 3F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL/PRESIÓN; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.

ARRANCADOR VDF DE 30 HP ALIMENTACIÓN 230V 1F PROTECCIÓN: SOBRE-CORRIENTE/CARGA BAJO/ALTO VOLT PARARRAYO SECUNDARIO CONTROL DE NIVEL; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN CONTROL DE NIVEL; MEDICIÓN: V I CONTADOR DE HORAS; OTROS SEGÚN PLANOS.