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VALORIZACION DE OBRA Nº 02SETIEMBRE DE 2012

Obra : MEJORAMIENTO DE LA RED DE AGUA POTABLE Y ALCANTARILLADO DEL JR. SANTA ROSA C-02 A LA C-05, DISTRITO DE TARAPOTO COSTO DIRECTO S/. 259,247.94Entidad : EMAPA SAN MARTIN. S.A. Residente : ING. JOSE CLIVER PINEDO TUANAMA GASTOS GENERALES 7.16% CD S/. 18,561.00Modalidad : ADMINISTRACION DIRECTA Supervisión : ING. WILSON HENRY GAMBOA OLORTEGUI PRESUPUESTO S/. 277,808.94Ubicación : JR. SANTA ROSA C-02 A LA C-05, DISTRITO DE TARAPOTO, PROVINCIA Y REGION SAN MARTIN

Partida Descripción PRESUPUESTO AVANCE FISICOUnd. Metr. P. Unit. (S/.) Parcial (S/.) Al Mes Anterior Mes Actual Acumulado Saldo

Metr. S/. % Metr. S/. % Metr. S/. % Metr. S/. %

PRESUPUESTO GENERAL 259,247.94 61,789.56 23.83% 114,291.49 44.09% 176,081.05 67.92% 83,166.89 32.08%

01 REDES DE AGUA POTABLE 35,677.11 1,000.00 2.80% 16,525.72 46.32% 17,525.72 49.12% 18,151.39 50.88%

01.01 OBRAS PROVISIONALES 1,000.00 1,000.00 100.00% 0.00 0.00% 1,000.00 100.00% 0.00 0.00%

01.01.01 CARTEL DE IDENTIFICACION DE OBRA und 1.00 1,000.00 1,000.00 1.00 1,000.00 100.00% 0.00 0.00% 1.00 1,000.00 100.00% 0.00 0.00 0.00%

01.02 TRABAJOS PRELIMINARES 1,592.22 0.00 0.00% 748.95 47.04% 748.95 47.04% 843.27 52.96%

01.02.01 TRAZO Y REPLANTEO EN OBRAS DE SANEAMIENTO m 357.81 0.92 329.19 0.00 0.00 0.00% 168.31 154.85 47.04% 168.31 154.85 47.04% 189.50 174.34 52.96%

01.02.02 LIMPIEZA DE TERRENO MANUAL m2 357.80 3.53 1,263.03 0.00 0.00 0.00% 168.30 594.10 47.04% 168.30 594.10 47.04% 189.50 668.93 52.96%

01.03 MOVIMIENTO DE TIERRAS 17,170.82 0.00 0.00% 8,076.76 47.04% 8,076.76 47.04% 9,094.06 52.96%

01.03.01 EXCAVAC. DE ZANJA C/RETRO 58 HP A= 0.60 m H= 1.20 TN m 357.80 11.26 4,028.83 0.00 0.00 0.00% 168.30 1,895.06 47.04% 168.30 1,895.06 47.04% 189.50 2,133.77 52.96%

01.03.02 REFINE/NIVELACION DE ZANJA A= 0.60TN m 357.80 5.16 1,846.25 0.00 0.00 0.00% 168.30 868.43 47.04% 168.30 868.43 47.04% 189.50 977.82 52.96%

01.03.03 CAMA DE APOYO/PROTECCION C/MAT. SELECTO A=0.60 T.N TUB. Ø 90 mm m 357.80 7.58 2,712.12 0.00 0.00 0.00% 168.30 1,275.71 47.04% 168.30 1,275.71 47.04% 189.50 1,436.41 52.96%

01.03.04 RELLENO COMPAC. C/PL VIBRATORIA A=0.60 m H=1.20 m T.N. TUB. Ø 90 mm m 357.80 9.94 3,556.53 0.00 0.00 0.00% 168.30 1,672.90 47.04% 168.30 1,672.90 47.04% 189.50 1,883.63 52.96%

01.03.05 PROTECCION DE TUBERIA TN C/MAT. PRESTAMO A=0.60, H=0.20m. m 357.80 12.73 4,554.79 0.00 0.00 0.00% 168.30 2,142.46 47.04% 168.30 2,142.46 47.04% 189.50 2,412.33 52.96%

01.03.06 ELIMINACION DE MATERIAL EXCEDENTE m3 53.67 8.80 472.30 0.00 0.00 0.00% 25.25 222.20 47.05% 25.25 222.20 47.05% 28.42 250.10 52.95%

01.04 TUBERIAS 8,129.22 0.00 0.00% 3,823.78 47.04% 3,823.78 47.04% 4,305.44 52.96%

01.04.01 SUM/INST. TUBERIA PVC - UF C-7.5 Ø=90 mm m 357.80 19.32 6,912.70 0.00 0.00 0.00% 168.30 3,251.56 47.04% 168.30 3,251.56 47.04% 189.50 3,661.14 52.96%

01.04.02 PRUEBA HIDRAULICA + DESINFECCION TUB. PVC - UF Ø=90 mm. A ZANJA TAPADA m 357.80 3.40 1,216.52 0.00 0.00 0.00% 168.30 572.22 47.04% 168.30 572.22 47.04% 189.50 644.30 52.96%

01.05 ACCESORIOS 777.75 0.00 0.00% 227.66 29.27% 227.66 29.27% 550.09 70.73%

01.05.01 SUM/INST. CODO PVC - UF Ø=90 mm 90º und 6.00 34.52 207.12 0.00 0.00 0.00% 2.00 69.04 33.33% 2.00 69.04 33.33% 4.00 138.08 66.67%

01.05.02 SUM/INST. UNION REPARACION PVC - UF Ø=90 mm und 3.00 37.17 111.51 0.00 0.00 0.00% 2.00 74.34 66.67% 2.00 74.34 66.67% 1.00 37.17 33.33%

01.05.03 SUM/INST. REDUCCION PVC - UF Ø=110 x 90 mm und 2.00 43.50 87.00 0.00 0.00 0.00% 0.00 0.00% 0.00 0.00 0.00% 2.00 87.00 100.00%

01.05.04 SUM/INST. REDUCCION PVC - UF Ø=90 x 63 mm und 1.00 35.00 35.00 0.00 0.00 0.00% 0.00 0.00% 0.00 0.00 0.00% 1.00 35.00 100.00%

01.05.05 DADO DE Cº (0.30x0.30x0.25), FºC=175 KG/CM2,P/TUB. D=63 A 110 mm und 8.00 42.14 337.12 0.00 0.00 0.00% 2.00 84.28 25.00% 2.00 84.28 25.00% 6.00 252.84 75.00%

01.06 VALVULAS 3,758.90 0.00 0.00% 2,139.20 56.91% 2,139.20 56.91% 1,619.70 43.09%

01.06.01 SUM/INST. VALVULA Fº Fº LUFLEX Ø=90 mm. INC. CAJA und 6.00 534.80 3,208.80 0.00 0.00 0.00% 4.00 2,139.20 66.67% 4.00 2,139.20 66.67% 2.00 1,069.60 33.33%

01.06.02 SUM/INST. VALVULA DE PURGA Ø=63 mm. INC. CAJA und 1.00 550.10 550.10 0.00 0.00 0.00% 0.00 0.00% 0.00 0.00 0.00% 1.00 550.10 100.00%

01.07 VARIOS 1,153.91 0.00 0.00% 542.77 47.04% 542.77 47.04% 611.14 52.96%

01.07.01 LIMPIEZA FINAL DE LA OBRA DE REDES m2 536.70 2.15 1,153.91 0.00 0.00 0.00% 252.45 542.77 47.04% 252.45 542.77 47.04% 284.25 611.14 52.96%

01.08 IMPREVISTOS 2,094.30 0.00 0.00% 966.60 46.15% 966.60 46.15% 1,127.70 53.85%

01.08.01 ROT. TUB. CONEX. A/P. PVC-SAP 1/2"-3/4", EN EXCAVACION DE ZANJA. m 97.50 21.48 2,094.30 0.00 0.00 0.00% 45.00 966.60 46.15% 45.00 966.60 46.15% 52.50 1,127.70 53.85%

02 CONEXIONES DOMICILIARIAS AGUA POTABLE 54,355.28 0.00 0.00% 36,391.24 66.95% 36,391.24 66.95% 17,964.04 33.05%

02.01 TRABAJOS PRELIMINARES 548.37 0.00 0.00% 379.04 69.12% 379.04 69.12% 169.33 30.88%

02.01.01 TRAZO Y REPLANTEO EN CONEXIONES m 596.05 0.92 548.37 0.00 0.00 0.00% 412.00 379.04 69.12% 412.00 379.04 69.12% 184.05 169.33 30.88%

02.02 MOVIMIENTO DE TIERRAS 53,806.91 0.00 0.00% 36,012.20 66.93% 36,012.20 66.93% 17,794.71 33.07%





02.02.01 EXCAVACION DE ZANJA MANUAL A=0.50 , H=1.00 TN m 596.05 37.47 22,333.99 0.00 0.00 0.00% 412.00 15,437.64 69.12% 412.00 15,437.64 69.12% 184.05 6,896.35 30.88%

02.02.02 REFINE/NIVELACION DE ZANJA A= 0.50TN m 596.05 4.32 2,574.94 0.00 0.00 0.00% 412.00 1,779.84 69.12% 412.00 1,779.84 69.12% 184.05 795.10 30.88%

02.02.03 RELLENO COMP. C/PLANCHA VIBRAT. A=0.50m. H= 1.00 TN. P/CONEX. DOM. m 596.05 8.62 5,137.95 0.00 0.00 0.00% 412.00 3,551.44 69.12% 412.00 3,551.44 69.12% 184.05 1,586.51 30.88%

02.02.04 CONEXION DOMICILIARIA - RED DE AGUA L=6.00 m. EN MATRIZ DE 90mm. und 15.00 237.12 3,556.80 0.00 0.00 0.00% 0.00 0.00% 0.00 0.00 0.00% 15.00 3,556.80 100.00%

02.02.05 CONEXION DOMICILIARIA - RED DE AGUA L=8.55 m. EN MATRIZ DE 90mm. und 11.00 253.12 2,784.32 0.00 0.00 0.00% 0.00 0.00% 0.00 0.00 0.00% 11.00 2,784.32 100.00%

02.02.06 CONEXION DOMICILIARIA - RED DE AGUA L=9.65 m. EN MATRIZ DE 90mm. und 16.00 254.94 4,079.04 0.00 0.00 0.00% 16.00 4,079.04 100.00% 16.00 4,079.04 100.00% 0.00 0.00 0.00%

02.02.07 CONEXION DOMICILIARIA - RED DE AGUA L=11.20 m. EN MATRIZ DE 90mm. und 23.00 273.74 6,296.02 0.00 0.00 0.00% 23.00 6,296.02 100.00% 23.00 6,296.02 100.00% 0.00 0.00 0.00%

02.02.08 PROTECCION DE TUBERIA TN C/MAT. PRESTAMO A=0.50, H=0.20m. m 596.05 10.76 6,413.50 0.00 0.00 0.00% 412.00 4,433.12 69.12% 412.00 4,433.12 69.12% 184.05 1,980.38 30.88%


03 MICROMEDIDORES 6,579.95 0.00 0.00% 0.00 0.00% 0.00 0.00% 6,579.95 100.00%

03.01 SUMINISTRO DE MICROMEDIDORES 6,579.95 0.00 0.00% 0.00 0.00% 0.00 0.00% 6,579.95 100.00%

03.01.01 SUM/INST. MICROMEDIDORES und 65.00 101.23 6,579.95 0.00 0.00 0.00% 0.00 0.00% 0.00 0.00 0.00% 65.00 6,579.95 100.00%

04 REDES DE DESAGUE 75,787.18 23,053.06 30.42% 29,462.04 38.87% 52,515.10 69.29% 23,272.08 30.71%

04.01 TRABAJOS PRELIMINARES 11,372.20 3,463.50 30.46% 4,576.75 40.25% 8,040.25 70.70% 3,331.95 29.30%

04.01.01 TRAZO, NIVELES Y REPLANTEO REDES DE DESAGUE m 381.05 1.50 571.58 111.10 166.65 29.16% 160.40 240.60 42.09% 271.50 407.25 71.25% 109.55 164.33 28.75%

04.01.02 LIMPIEZA DEL TERRENO MANUAL m2 381.05 3.53 1,345.11 111.10 392.18 29.16% 160.40 566.21 42.09% 271.50 958.39 71.25% 109.55 386.72 28.75%

04.01.03 FLETE TERRESTRE DE MATERIALES GLB 1.00 1,521.76 1,521.76 0.33 502.18 33.00% 0.33 502.18 33.00% 0.66 1,004.36 66.00% 0.34 517.40 34.00%

04.01.04 DEMOLICION DE PAVIMENTO ASFALTICO DE 3" m2 46.32 19.24 891.20 17.40 334.78 37.57% 20.16 387.88 43.52% 37.56 722.66 81.09% 8.76 168.54 18.91%

04.01.05 DEMOLICION DE PAVIMENTO DE CONCRETO DE 8" m2 2.80 25.53 71.48 0.00 0.00 0.00% 0.00 0.00% 0.00 0.00 0.00% 2.80 71.48 100.00%

04.01.06 DEMOLICION DE ESTRUCTURA ANTIGUA(INGRESO SALIDA-BUZON) und 10.00 14.12 141.20 3.00 42.36 30.00% 1.00 14.12 10.00% 4.00 56.48 40.00% 6.00 84.72 60.00%

04.01.07 RETIRO DE TUBERIA EXISTENTE DE DESAGUE CSN 8" m 374.65 18.23 6,829.87 111.10 2,025.35 29.65% 157.20 2,865.76 41.96% 268.30 4,891.11 71.61% 106.35 1,938.76 28.39%

04.02 MOVIMIENTO DE TIERRAS 38,600.75 14,476.68 37.50% 16,017.47 41.50% 30,494.15 79.00% 8,106.60 21.00%

04.02.01 EXCAVAC. DE ZANJA C/RETRO 58 HP A= 0.80 m H= 1.75 m. TN m 190.45 19.38 3,690.92 0.00 0.00 0.00% 84.10 1,629.86 44.16% 84.10 1,629.86 44.16% 106.35 2,061.06 55.84%

04.02.02 EXCAVAC DE ZANJA C/RETRO 58HP A=0.80 M,H=2.00m. TN. m 134.60 21.83 2,938.32 61.50 1,342.55 45.69% 73.10 1,595.77 54.31% 134.60 2,938.32 100.00% 0.00 0.00 0.00%

04.02.03 EXCAVAC DE ZANJA C/RETRO 58HP A=0.80 M,H=2.25m. TN. m 49.60 23.29 1,155.18 49.60 1,155.18 100.00% 0.00 0.00% 49.60 1,155.18 100.00% 0.00 0.00 0.00%

04.02.04 REFINE/NIVELACION DE ZANJA A= 0.80TN m 374.65 5.46 2,045.59 111.10 606.61 29.65% 157.20 858.31 41.96% 268.30 1,464.92 71.61% 106.35 580.67 28.39%

04.02.05 CAMA DE APOYO COMPACTADO CON MATERIAL SELECTO A=0.80 T.N m 374.65 8.69 3,255.71 111.10 965.46 29.65% 157.20 1,366.07 41.96% 268.30 2,331.53 71.61% 106.35 924.18 28.39%

04.02.06 RELLENO COMPACT. C/PL VIBRATORIA 0.80 x 1.75 TN m 190.45 14.14 2,692.96 0.00 0.00 0.00% 84.10 1,189.17 44.16% 84.10 1,189.17 44.16% 106.35 1,503.79 55.84%

04.02.07 RELLENO COMPACT. C/PL VIBRATORIA 0.80 x 2.00 TN m 133.00 15.91 2,116.03 59.90 953.01 45.04% 73.10 1,163.02 54.96% 133.00 2,116.03 100.00% 0.00 0.00 0.00%

04.02.08 RELLENO COMPACT. C/PL VIBRATORIA 0.80 x 2.25 TN m 48.00 18.18 872.64 48.00 872.64 100.00% 0.00 0.00% 48.00 872.64 100.00% 0.00 0.00 0.00%

04.02.09 ENTIBADO ZANJA C/MADERA m 181.00 50.97 9,225.57 107.90 5,499.66 59.61% 73.10 3,725.91 40.39% 181.00 9,225.57 100.00% 0.00 0.00 0.00%

04.02.10 PROTECCION DE TUBERIA TN C/MAT. PRESTAMO A=0.80, H=0.20m. m 371.45 14.50 5,386.03 107.90 1,564.55 29.05% 157.20 2,279.40 42.32% 265.10 3,843.95 71.37% 106.35 1,542.07 28.63%

04.02.11 ELIMINACION MATERIAL EXCEDENTE m3 74.29 8.80 653.75 21.58 189.90 29.05% 31.44 276.67 42.32% 53.02 466.57 71.37% 21.27 187.18 28.63%

04.02.12 ELIMINACION DE MATERIAL SATURADO CONTAMINADO m3 89.15 51.24 4,568.05 25.90 1,327.12 29.05% 37.73 1,933.29 42.32% 63.63 3,260.41 71.37% 25.52 1,307.64 28.63%

04.03 TUBERIAS 16,217.61 4,715.40 29.08% 6,854.04 42.26% 11,569.44 71.34% 4,648.17 28.66%





04.03.01 SUM/INST. TUBERIA PVC-UF Ø=200mm S-25 m 373.85 39.59 14,800.72 108.70 4,303.43 29.08% 158.00 6,255.22 42.26% 266.70 10,558.65 71.34% 107.15 4,242.07 28.66%

04.03.02 PRUEBA HIDRAULICA TUB.PVC - UF Ø=200mm. DSG. A ZANJA TAPADA m 373.85 3.79 1,416.89 108.70 411.97 29.08% 158.00 598.82 42.26% 266.70 1,010.79 71.34% 107.15 406.10 28.66%

04.04 OBRAS DE CONCRETO 5,051.53 139.72 2.77% 69.86 1.38% 209.58 4.15% 4,841.95 95.85%

04.04.01 DADO DE CONCRETO 0.50X0.50X0.50 ENTRADA/SALIDA DE BUZON und 10.00 34.93 349.30 4.00 139.72 40.00% 2.00 69.86 20.00% 6.00 209.58 60.00% 4.00 139.72 40.00%

04.04.02 REPOSICION DE CONCRETO ASFALTICO E=3" m2 46.32 95.67 4,431.43 0.00 0.00 0.00% 0.00 0.00% 0.00 0.00 0.00% 46.32 4,431.43 100.00%

04.04.03 REPOSICION DE CONCRETO SIMPLE F'C= 175 KG/CM2, E=20CM. m3 0.56 483.57 270.80 0.00 0.00 0.00% 0.00 0.00% 0.00 0.00 0.00% 0.56 270.80 100.00%

04.05 VARIOS 2,934.09 0.00 0.00% 1,235.08 42.09% 1,235.08 42.09% 1,699.01 57.91%

04.05.01 LIMPIEZA FINAL DE OBRA m2 2,667.35 1.10 2,934.09 0.00 0.00 0.00% 1,122.80 1,235.08 42.09% 1,122.80 1,235.08 42.09% 1,544.55 1,699.01 57.91%

04.06 IMPREVISTOS 1,611.00 257.76 16.00% 708.84 44.00% 966.60 60.00% 644.40 40.00%

04.06.01 ROT. TUB. CONEX. A/P. PVC-SAP 1/2"-3/4", EN EXCAVACION DE ZANJA. m 75.00 21.48 1,611.00 12.00 257.76 16.00% 33.00 708.84 44.00% 45.00 966.60 60.00% 30.00 644.40 40.00%

05 CONEXIONES DOMICILIARIAS DE DESAGUE 80,571.02 36,602.32 45.43% 31,157.94 38.67% 67,760.26 84.10% 12,810.76 15.90%

05.01 TRABAJOS PRELIMINARES 560.29 242.14 43.22% 233.54 41.68% 475.68 84.90% 84.61 15.10%

05.01.01 TRAZO NIVELES Y REPLANTEO EN CONEXIONES DOMICILIARIAS m 596.05 0.94 560.29 257.60 242.14 43.22% 248.45 233.54 41.68% 506.05 475.68 84.90% 90.00 84.61 15.10%

05.02 MOVIMIENTO DE TIERRAS 80,010.73 36,360.18 45.44% 30,924.40 38.65% 67,284.58 84.09% 12,726.15 15.91%

05.02.01 EXCAVACION DE ZANJA MANUAL TN 0.70X1.50M m 338.45 38.34 12,976.17 0.00 0.00 0.00% 248.45 9,525.57 73.41% 248.45 9,525.57 73.41% 90.00 3,450.60 26.59%

05.02.02 EXCAVACION DE ZANJA MANUAL TN 0.70X1.75M m 257.60 60.32 15,538.43 257.60 15,538.43 100.00% 0.00 0.00% 257.60 15,538.43 100.00% 0.00 0.00 0.00%

05.02.03 REFINE Y NIVELACION DE ZANJA A= 0.70 TN m 596.05 9.38 5,590.95 257.60 2,416.29 43.22% 248.45 2,330.46 41.68% 506.05 4,746.75 84.90% 90.00 844.20 15.10%

05.02.04 RELLENO COMP. C/PLANCHA VIB. 0.70*1.50 m 338.45 11.79 3,990.33 0.00 0.00 0.00% 248.45 2,929.23 73.41% 248.45 2,929.23 73.41% 90.00 1,061.10 26.59%

05.02.05 RELLENO COMP. C/PLANCHA VIB. 0.70 x 1.75 m 257.60 12.98 3,343.65 257.60 3,343.65 100.00% 0.00 0.00% 257.60 3,343.65 100.00% 0.00 0.00 0.00%

05.02.06 CAMA DE APOYO COMPACTADO CON MATERIAL SELECTO A=0.70 T.N m 596.05 7.96 4,744.56 257.60 2,050.50 43.22% 248.45 1,977.66 41.68% 506.05 4,028.16 84.90% 90.00 716.40 15.10%


05.02.08 CONEXION DOMICILIARIA - RED DSG. DIRECTO A RED L=6.00 m und 15.00 428.65 6,429.75 0.00 0.00 0.00% 0.00 0.00% 0.00 0.00 0.00% 15.00 6,429.75 100.00%

05.02.09 CONEXION DOMICILIARIA - RED DSG. DIRECTO A RED L=8.55 m und 11.00 496.32 5,459.52 0.00 0.00 0.00% 11.00 5,459.52 100.00% 11.00 5,459.52 100.00% 0.00 0.00 0.00%

05.02.10 CONEXION DOMICILIARIA - RED DSG. DIRECTO A RED L=9.65 m und 16.00 505.25 8,084.00 0.00 0.00 0.00% 16.00 8,084.00 100.00% 16.00 8,084.00 100.00% 0.00 0.00 0.00%

05.02.11 CONEXION DOMICILIARIA - RED DSG. DIRECTO A RED L=11.20 m und 23.00 537.85 12,370.55 23.00 12,370.55 100.00% 0.00 0.00% 23.00 12,370.55 100.00% 0.00 0.00 0.00%

05.02.12 PROTECCION DE TUBERIA TN C/MAT. PRESTAMO A=0.70, H=0.20m. m 71.53 12.73 910.58 30.91 393.48 43.21% 29.81 379.48 41.67% 60.72 772.96 84.89% 10.81 137.62 15.11%

06 MITIGACION 2,643.28 1,134.18 42.91% 754.55 28.55% 1,888.73 71.45% 754.55 28.55%

06.01 SEÑALIZACION ,DESVIO DE TRANSITO Y PROTECCION DE OBRA und 6.00 23.02 138.12 2.00 46.04 33.33% 2.00 46.04 33.33% 4.00 92.08 66.67% 2.00 46.04 0.00%

06.02 TRANQUERA DE MADERA 1.20 x 1.10 m PARA DESVIO DE TRANSITO VEHICULAR und 4.00 63.95 255.80 4.00 255.80 100.00% 0.00 0.00% 4.00 255.80 100.00% 0.00 0.00 0.00%

06.03 CONO FIBRA DE VIDRIO FOSFORESCENTE PARA DESVIO DE TRANSITO (PROV. DURANTE LA OBRA und 8.00 45.00 360.00 8.00 360.00 100.00% 0.00 0.00% 8.00 360.00 100.00% 0.00 0.00 0.00%

06.04 CINTA PLASTICA P/SEÑAL DE PELIGRO LIMITE DE OBRA INC/POSTES m 400.00 3.25 1,300.00 100.00 325.00 25.00% 150.00 487.50 37.50% 250.00 812.50 62.50% 150.00 487.50 37.50%

06.05 PUENTE DE MADERA PARA PASE PEATONAL S/ZANJA (PROV. DURANTE LA OBRA) und 8.00 73.67 589.36 2.00 147.34 25.00% 3.00 221.01 37.50% 5.00 368.35 62.50% 3.00 221.01 37.50%

07 CAPACITACION 3,634.13 0.00 0.00% 0.00 0.00% 0.00 0.00% 3,634.13 100.00%

07.01 CAPACITACION TECNICA GLB 1.00 3,634.13 3,634.13 0.00 0.00 0.00% 0.00 0.00% 0.00 0.00 0.00% 1.00 3,634.13 100.00%





COSTO DIRECTO 259,247.94 61,789.56 114,291.49 176,081.05 83,166.89

GASTOS GENERALES (7.16% CD) 0.07 18,561.00 4,423.86 8,182.76 12,606.62 5,954.38

TOTAL DEL PRESUPUESTO 277,808.94 66,213.42 122,474.25 188,687.67 89,121.27

AVANCE DE OBRA 100% 23.83% 44.09% 67.92% 32.08%

AVANCE DE OBRA ACUMULADO 100% 23.83% 67.92% 67.92% 100.00%

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