Val Nº 23 - Feb 15 _2

ENTIDAD : MINISTERIO DE TRANSPORTES Y COMUNICACIONES (MTC) CONTRATISTA PRESUPUESTO CONTRATADO: con IGV

PROVIAS NACIONAL CONTRATO PRESUPUESTO BASE: con IGV

OBRA SUPERVISION FECHA DEL PRESUPUESTO BASE:

TRAMO FACTOR DE RELACIÓN:

VALORIZACION DE OBRA Nº 23 MES: febrero-15

Presupuesto Acumulado Presente Valorización Acumulado Saldo por %

Código Descripción de la Partida Oferta Mes Anterior Valorizac. 023 febrero-15 Actual Valorizar de

Unid. Metrado P.U. Monto S/. Metrado Monto S/. Metrado Monto S/. Metrado Monto S/. Metrado Monto S/. Avance

100 OBRAS PRELIMINARES 3,788,404.58 122,512.08 122,512.08 3,665,892.50 3.23%

101.A MOVILIZACION Y DESMOVILIZACION GLB 1.00 1,091,157.05 1,091,157.05 1.0000 1,091,157.05

102.A TOPOGRAFIA Y GEOREFERENCIACION KM 67.73 1,145.53 77,586.75 3.00 3,436.59 3.0000 3,436.59 64.73 74,150.16 4.43%

103.A MANTENIM. DE TRANSITO Y SEGURIDAD VIAL mes 22.00 119,075.49 2,619,660.78 1.00 119,075.49 1.0000 119,075.49 21.00 2,500,585.29 4.55%

200 MOVIMIENTO DE TIERRAS 23,086,874.15 (27,315.84) (27,315.84) 23,114,189.98 -0.12%

201.B DESBROCE Y LIMPIEZA HA 73.51 4,500.00 330,795.00 0.00 19.17 0.0043 19.17 73.51 330,775.83 0.01%

202.K REMOCION DE ALCANTARILLAS ml 2,005.89 25.82 51,792.08 (1,058.67) (27,334.86) (1,058.6700) (27,334.86) 3,064.56 79,126.94 -52.78%

205.A EXCAVACION EN MATERIAL SUELTO m3 162,219.57 6.00 973,317.42 0.00 0.0000 162,219.57 973,317.42

205.B EXCAVACIÓN EN ROCA SUELTA m3 22,151.68 18.20 403,160.58 (0.00) (0.0000) 22,151.68 403,160.58

205.C EXCAVACIÓN EN ROCA FIJA m3 30,627.11 24.70 756,489.62 30,627.11 756,489.62

205.E PERFILADO Y COMPACT.EN ZONAS DE CORTE m2 183,738.50 2.38 437,297.63 183,738.50 437,297.63

210.A CONFORMACION DE TERRAPLENES m3 603,945.45 12.00 7,247,345.40 (0.00) (0.06) (0.0049) (0.06) 603,945.45 7,247,345.46 0.00%

211.A PEDRAPLEN m3 30,637.56 64.50 1,976,122.62 30,637.56 1,976,122.62

220.A MEJORAMIENTO DE SUELOS A NIVEL DE SUBRASANTE m3 15,443.12 21.00 324,305.52 15,443.12 324,305.52

230.A MATERIAL DE RELLENO SELECCIONADO m3 603,205.03 17.55 10,586,248.28 (0.00) (0.09) (0.0049) (0.09) 603,205.03 10,586,248.36 0.00%

300 SUBBASE Y BASE 17,383,013.57 (0.17) #¡VALOR! (0.17) #¡VALOR! 17,383,013.74 0.00%

303.A SUBBASE GRANULAR m3 178,565.94 42.00 7,499,769.48 (0.00) (0.08) (0.0019) (0.08) 178,565.94 7,499,769.56 0.00%

305.A BASE GRANULAR m3 100,927.70 71.56 7,222,386.21 100,927.70 7,222,386.21

310.00 LAVADO DE MATERIAL GRANULAR m3 60,556.62 43.94 2,660,857.88 (0.00) (0.09) (0.0019) (0.09) 60,556.62 2,660,857.97 0.00%

400 PAVIMENTO ASFALTICO 34,038,817.56 1,558,979.66 #¡VALOR! 1,558,979.65 #¡VALOR! 32,479,837.90 4.58%

401.A IMPRIMACION ASFALTICA m2 572,279.21 1.79 1,024,379.79 0.00 0.0028 572,279.21 1,024,379.78

410.A PAVIMENTO DE CONCRETO ASFÁLTICO EN CALIENTE m3 50,844.81 151.00 7,677,566.31 2,818.94 425,660.69 2,818.9450 425,660.69 48,025.87 7,251,905.62 5.54%

420.A CEMENTO ASFALTICO PEN 120/150 kg 8,467,694.08 2.52 21,338,589.08 401,223.01 1,011,081.99 401,223.0130 1,011,081.99 8,066,471.07 20,327,507.09 4.74%

422.A ASFALTO DILUIDO TIPO MC-30 lt 649,823.04 2.66 1,728,529.29 203.17 540.43 203.1689 540.43 649,619.87 1,727,988.86 0.03%

423.A FILLER MINERAL (CAL HIDRATADA) kg 2,237,171.49 0.69 1,543,648.33 126,509.57 87,291.60 126,509.5689 87,291.60 2,110,661.92 1,456,356.73 5.65%

424.A MEJORADOR DE ADHERENCIA kg 42,338.47 17.15 726,104.76 2,006.12 34,404.95 2,006.1191 34,404.94 40,332.35 691,699.82 4.74%

600 OBRAS DE ARTE Y DRENAJE 19,260,939.25 419,566.24 #¡VALOR! 419,566.24 #¡VALOR! 18,841,373.01 2.18%

601.A EXCAVACIONES NO CLASIFICADA PARA ESTRUCTURAS m3 25,506.43 23.71 604,757.46 278.13 6,594.41 278.1279 6,594.41 25,228.30 598,163.04 1.09%

605.A RELLENO PARA ESTRUCTURAS m3 15,132.28 42.29 639,944.12 61.59 2,604.72 61.5920 2,604.72 15,070.69 637,339.40 0.41%

605.B MATERIAL FILTRANTE m3 288.15 103.34 29,777.42 288.15 29,777.42

610.C CONCRETO CLASE C (f'c=280 Kg/cm2) m3 1,701.85 414.97 706,216.69 0.00 0.03 0.0001 0.03 1,701.85 706,216.66 0.00%

611.C CONCRETO CLASE C (f'c=280 Kg/cm2) BAJO AGUA m3 1,032.37 418.15 431,685.52 (0.00) (1.93) (0.0046) (1.93) 1,032.37 431,687.45 0.00%

610.D CONCRETO CLASE D (f'c=210 Kg/cm2 ) m3 2,211.53 364.42 805,925.76 92.43 33,683.34 92.4300 33,683.34 2,119.10 772,242.42 4.18%

611.D CONCRETO CLASE D (f'c=210 Kg/cm2) BAJO AGUA m3 326.86 367.60 120,153.74 (0.00) (0.0000) 326.86 120,153.74

610.E CONCRETO CLASE E (f'c=175 Kg/cm2) m3 1,916.18 338.37 648,377.83 172.56 58,389.13 172.5600 58,389.13 1,743.62 589,988.70 9.01%

610.F CONCRETO CLASE F (f'c=140 Kg/cm2) m3 142.97 317.02 45,324.35 0.00 1.39 0.0044 1.39 142.97 45,322.96 0.00%

611.F CONCRETO CLASE F (f'c=140 Kg/cm2) BAJO AGUA m3 285.81 320.20 91,516.36 (0.00) (1.09) (0.0034) (1.09) 285.81 91,517.45 0.00%

610.H CONCRETO CLASE H (f'c=100 Kg/cm2) m3 55.71 307.05 17,105.76 55.71 17,105.76

612.A ENCOFRADO Y DESENCOFRADO m2 18,633.74 60.09 1,119,701.44 1,023.65 61,511.24 1,023.6518 61,511.24 17,610.09 1,058,190.20 5.49%

612.B ENCOFRADO Y DESENCOFRADO BAJO AGUA m2 917.39 72.29 66,318.12 (0.00) (0.03) (0.0004) (0.03) 917.39 66,318.15 0.00%

612.C ENCOFRADO Y DESENCOFRADO CARA VISTA m2 3,474.66 71.01 246,735.61 (0.00) (0.33) (0.0046) (0.33) 3,474.66 246,735.93 0.00%

612.D ENCOFRADO Y DESENCOFRADO CARA VISTA LOSA m2 2,618.33 71.01 185,927.61 2,618.33 185,927.61

615.A ACERO DE REFUERZO kg 404,695.58 6.14 2,484,830.86 7,312.77 44,900.39 7,312.7665 44,900.39 397,382.81 2,439,930.47 1.81%

622.B TUBERIA CORRUGADA DE ACERO GALVANIZADO Ø=0.90m m 2,762.20 395.97 1,093,748.33 12.15 4,811.04 12.1500 4,811.04 2,750.05 1,088,937.30 0.44%

622.C TUBERIA CORRUGADA DE ACERO GALVANIZADO Ø=1.20m m 260.50 777.96 202,658.58 0.00 0.0000 260.50 202,658.58

623.A PINTURA BITUMINOSA EN TMC m2 13,404.14 22.95 307,625.01 119.45 2,741.28 119.4459 2,741.28 13,284.69 304,883.73 0.89%

625.A SUBDREN ml 17,421.00 130.67 2,276,402.07 (0.00) (0.0000) 17,421.00 2,276,402.07

625.B ZANJAS DE DRENAJE m 6,055.00 76.06 460,543.30 764.50 58,147.87 764.5000 58,147.87 5,290.50 402,395.43 12.63%

625.H CONFORMACION Y COMPACTACION DE MATERIAL PROPIO m3 18,165.00 24.74 449,402.10 2,293.51 56,741.31 2,293.5050 56,741.31 15,871.50 392,660.79 12.63%

625.C TUBERIA PERFORADA PVC SAP D=3" ml 308.50 21.10 6,509.35 308.50 6,509.35

625.E TUBERIA PERFORADA PVC SAP D=6" m 229.00 64.17 14,694.93 229.00 14,694.93

625.G TUBERIA PVC SAP D=4" und 24.00 27.60 662.40 (0.00) (0.05) (0.0017) (0.05) 24.00 662.45 -0.01%

630.A REVESTIMIENTO DE PIEDRA EMBOQUILLADA m3 2,068.76 265.66 549,586.78 16.90 4,489.65 16.9000 4,489.65 2,051.86 545,097.13 0.82%

635.B CUNETAS REVESTIDAS DE CONCRETO TRIANGULARES ml 43,613.00 86.26 3,762,057.38 984.86 84,954.02 984.8600 84,954.02 42,628.14 3,677,103.36 2.26%

635.C CUNETAS REVESTIDAS DE CONCRETO RECTANGULARES m 2,215.00 547.66 1,213,066.90 2,215.00 1,213,066.90

650.A GEOTEXTIL NO TEJIDO TIPO 2 m2 788.64 7.59 5,985.78 788.64 5,985.78

670.A ENROCADO EN PIE DE MURO m3 300.45 140.28 42,147.13 300.45 42,147.13

670.B MAMPOSTERIA DE PIEDRA (ESTRUCTURAS DE PROTECCION) m3 1,357.63 185.84 252,301.96 0.00 0.17 0.0009 0.17 1,357.63 252,301.79 0.00%

695.A GEOCOMPUESTO m2 1,614.91 80.51 130,016.40 (0.00) (0.32) (0.0040) (0.32) 1,614.91 130,016.73 0.00%

685.00 JUNTA DE DILATACION EN ESTRUCTURA TIPO MARCO m 162.20 86.36 14,007.59 (0.00) (0.0000) 162.20 14,007.59

698.A MURO TIPO NEW JERSEY m 401.13 404.09 162,092.62 0.00 0.0000 401.13 162,092.62

699.B CANALIZACION PARA RECEPCION DE AGUAS SUPERFICIALES M. 401.13 53.62 21,508.59 401.13 21,508.59

698.B GAVION TIPO COLCHON 5.0x2.0x0.3m m2 634.35 81.38 51,623.40 634.35 51,623.40









700 TRANSPORTE 30,541,868.43 82,012.95 #¡VALOR! 82,012.95 #¡VALOR! 30,459,855.48 0.27%

700.A TRANSPORTE DE MATERIAL EXCEDENTE < 1 KM M3K 236,819.80 5.50 1,302,508.90 (0.00) (0.0000) 236,819.80 1,302,508.90

700.B TRANSPORTE DE MATERIAL EXCEDENTE > 1 KM M3K 569,369.31 1.90 1,081,801.69 0.00 0.0000 569,369.31 1,081,801.69

700.C TRANSPORTE DE MATERIAL GRANULAR <=1 KM M3K 916,817.43 5.15 4,721,609.76 916,817.43 4,721,609.76

700.D TRANSPORTE DE MATERIAL GRANULAR >1 KM M3K 9,086,580.26 2.22 20,172,208.18 0.00 0.0000 9,086,580.26 20,172,208.18

700.G TRANSPORTE DE MEZCLA ASFALTICA < 1 KM M3K 51,110.50 10.08 515,193.84 2,822.68 28,452.61 2,822.6800 28,452.61 48,287.82 486,741.23 5.52%

700.H TRANSPORTE DE MEZCLA ASFALTICA > 1 KM M3K 903,002.28 1.60 1,444,803.65 33,475.21 53,560.34 33,475.2100 53,560.34 869,527.07 1,391,243.31 3.71%

700.K TRANSPORTE DE MATERIAL PARA PEDRAPLEN D< 1 KM M3K 30,637.56 4.59 140,626.40 30,637.56 140,626.40

700.L TRANSPORTE DE MATERIAL PARA PEDRAPLEN D> 1 KM M3K 587,432.33 1.98 1,163,116.01 587,432.33 1,163,116.01

800 SEÑALIZACION Y SEGURIDAD VIAL 1,007,765.44 #¡VALOR! #¡VALOR! 432,021.25

801.A SEÑAL PREVENTIVA (0.60m x0.60m) und 15.00 163.23 2,448.45 15.00 2,448.45

801.B SEÑAL PREVENTIVA (0.75m x 0.75m) und 177.00 217.39 38,478.03 177.00 38,478.03

802.A SEÑAL REGLAMENTARIA (0.90m x 0.60m) und 26.00 211.37 5,495.62 26.00 5,495.62

802.B SEÑAL REGLAMENTARIA (1.20m x 0.80m) und 6.00 323.82 1,942.92 6.00 1,942.92

803.A SEÑALES INFORMATIVAS m2 179.40 341.30 61,229.22 179.40 61,229.22

803.B SEÑAL INFORMATIVA AUXILIAR DE RUTA und 1.00 160.34 160.34 1.00 160.34

804.A POSTES DE SOPORTE DE SEÑALES und 225.00 198.19 44,592.75 225.00 44,592.75

804.B ESTRUCTURA DE SOPORTE DE SEÑALES de 3" m 751.20 111.00 83,383.20 751.20 83,383.20

804.C ESTRUCTURA DE SOPORTE DE SEÑALES de 2" m 15.20 115.94 1,762.29 15.20 1,762.29

805.A POSTE DELINEADOR und 91.00 110.11 10,020.01

805.B TACHAS DELINEADORAS BIDIRECCIONALES und 10,736.84 11.89 127,661.03

810.A MARCAS EN EL PAVIMENTO m2 28,427.20 15.41 438,063.15

820.A BARRERAS DE CONTENCION m 340.00 363.35 123,539.00 340.00 123,539.00

830.A POSTE DE KILOMETRAJE und 69.00 132.14 9,117.66 69.00 9,117.66

835.A REDUCTORES DE VELOCIDAD TIPO RESALTO m 65.60 383.33 25,146.45 65.60 25,146.45

840.A SONORIZADORES und 98.00 354.34 34,725.32 98.00 34,725.32

900 PROTECCION AMBIENTAL 8,659,220.15 12,733.07 #¡VALOR! 12,733.07 #¡VALOR! 8,646,487.08 0.15%

910 PROGRAMA DE CIERRE DE OBRA 8,511,562.51 12,733.07 #¡VALOR! 12,733.07 #¡VALOR! 8,498,829.44 0.15%

911.C RETIRO Y ALMACENAMIENTO DE TOP SOIL m2 1,114,557.79 2.53 2,819,831.21 0.00 0.01 0.0020 0.01 1,114,557.79 2,819,831.20 0.00%

912.B REVEGETACION DE AREAS DE CANTERA M2. 867,212.99 1.55 1,344,180.13 4,437.19 6,877.64 4,437.1900 6,877.64 862,775.80 1,337,302.49 0.51%

912.C REVEGETACION DE DME M2. 236,819.80 1.55 367,070.69 3,777.69 5,855.42 3,777.6900 5,855.42 233,042.11 361,215.27 1.60%

916.A CONFORMACION DE MATERIAESL EXCEDENTES DEL DEPOSITO DE MATERIAL EXCEDENTEm3 236,819.80 1.89 447,589.42 236,819.80 447,589.42

917.A RESTAURACION AMBIENTAL DE AREAS AFECTADAS (PLANTAS DE TRITURACION)M2. 1,114,557.79 2.96 3,299,091.06 1,114,557.79 3,299,091.06

917.B RESTAURACION DE AREAS UTILIZADAS COMO CAMPAMENTO Y PATIO DE MAQUINASM2. 20,000.00 11.69 233,800.00 20,000.00 233,800.00

920 PROGRAMA DE MONITOREO AMBIENTAL 137,419.72 #¡VALOR! #¡VALOR! 137,419.72

921.A MONITOREO DE CALIDAD DEL AGUA und 44.00 371.55 16,348.20 44.00 16,348.20

921.B MONITOREO DE CALIDAD DEL AIRE und 88.00 1,134.54 99,839.52 88.00 99,839.52

921.C MONITOREO DE RUIDOS und 160.00 132.70 21,232.00 160.00 21,232.00

922 SEÑALIZACION MEDIO AMBIENTAL 10,237.92 #¡VALOR! #¡VALOR! 10,237.92

803.B SEÑALES INFORMATIVAS AMBIENTALES und 12.00 853.16 10,237.92 12.00 10,237.92

1000 PUENTES Y PONTONES 1,253,300.07 128,681.88 82,250.02 1,171,050.07

1001 PUENTE PROVISIONAL (02 UND) 236,118.98 236,118.98

1001.A CONCRETO CLASE E (f'c=175 Kg/cm2) m3 23.55 338.37 7,968.61 23.55 7,968.61

1001.B ACERO DE REFUERZO kg 506.88 6.58 3,335.27 506.88 3,335.27

1001.C ENCOFRADO Y DESENCOFRADO m2 69.14 68.28 4,720.88 69.14 4,720.88

1001.D FABRICACION E. M. (ACERO A 709) ton 8.52 7,946.90 67,707.59 8.52 67,707.59

1001.E TRANSPORTE DE EM A OBRA ton 8.52 1,552.31 13,225.68 8.52 13,225.68

1001.F PINTURA DE ESTRUCTURA METALICA m2 180.44 365.77 65,999.54 180.44 65,999.54

1001.G MONTAJE Y LANZAMIENTO DE EM ton 8.52 5,726.94 48,793.53 8.52 48,793.53

1001.H TABLERO DE MADERA p2 4,305.28 5.66 24,367.88 4,305.28 24,367.88

1010 PUENTE 07+095.49 318,883.39 128,681.88 10,899.27 307,984.13

1011 TRABAJOS PRELIMINARES 1,568.32 1,568.32

1011.A TRAZO Y CONTROL GEOMETRICO m2 603.20 2.60 1,568.32 603.20 1,568.32

1012 SUBESTRUCTURA 146,465.08 146,465.08

1012.A EXCAVACION DE MATERIAL SUELTO PARA ESTRUCTURAS BAJO AGUA m3 305.48 20.74 6,335.66 305.48 6,335.66

1012.B RELLENO PARA ESTRUCTURAS m3 222.33 171.31 38,087.35 222.33 38,087.35

1012.D CONCRETO CLASE F DE NIVELACION (f'c=140 Kg/cm2) m3 8.34 317.02 2,643.95 8.34 2,643.95

1012.E ENCOFRADO Y DESENCOFRADO m2 129.71 68.28 8,856.60 129.71 8,856.60

1012.F ENCOFRADO Y DESENCOFRADO CARA VISTA m2 94.24 71.01 6,691.98 94.24 6,691.98

1012.G CONCRETO CLASE D EN CIMENTACION (f'c=210 Kg/cm2 ) m3 62.00 367.60 22,791.20 62.00 22,791.20

1012.H CONCRETO CLASE D EN ELEVACION (f'c=210 Kg/cm2 ) m3 57.53 364.42 20,965.08 57.53 20,965.08

1012.I ACERO DE REFUERZO kg 6,093.20 6.58 40,093.26 6,093.20 40,093.26

1013 TABLERO DE CONCRETO 110,292.56 109,489.44 803.12 109,489.44









1013.A CONCRETO CLASE C (f'c=280 Kg/cm2) m3 43.73 414.97 18,146.64 43.73 18,146.64 43.73 18,146.64

1013.B ENCOFRADO Y DESENCOFRADO CARA VISTA LOSA m2 226.93 71.01 16,114.30 215.62 15,311.18 11.31 803.12 215.62 15,311.18

1013.C ACERO DE REFUERZO kg 8,885.24 6.58 58,464.88 8,885.24 58,464.88 8,885.24 58,464.88

1013.D FALSO PUENTE m 11.92 1,473.72 17,566.74 11.92 17,566.74 11.92 17,566.74

1014 LOSA DE TRANSICIÓN 25,635.08 25,635.08

1014.A CONCRETO CLASE F (f'c=140 Kg/cm2) m3 6.97 317.02 2,209.63 6.97 2,209.63

1014.B ENCOFRADO Y DESENCOFRADO m2 4.62 68.28 315.45 4.62 315.45

1014.C ACERO DE REFUERZO kg 2,355.54 6.58 15,499.45 2,355.54 15,499.45

1014.D CONCRETO CLASE C (f'c=280 Kg/cm2) m3 18.34 414.97 7,610.55 18.34 7,610.55

1015 VARIOS 34,922.35 19,192.44 10,096.15 24,826.21

1015.A JUNTA DE DILATACION m 20.20 361.27 7,297.65 17.92 6,473.96 2.28 823.70 17.92 6,473.96

1015.B DISPOSITIVOS DE NEOPRENO ARMADO dm3 67.20 47.98 3,224.26 60.00 2,878.80 7.20 345.46 60.00 2,878.80

1015.C COLOCACION DE TUBOS DE DRENAJE DE 4" und 2.00 31.83 63.66 2.00 63.66 2.00 63.66

1015.D BRUÑA ROMPEAGUA EN LOSA m 23.84 5.30 126.35 23.84 126.35 23.84 126.35

1015.E IMPERMEABILIZANTE DE PARAMENTOS m2 257.90 22.95 5,918.81 12.42 285.04 245.48 5,633.77

1015.F GEOCOMPUESTO DE DRENAJE m2 52.23 80.51 4,205.04 52.23 4,205.04

1015.G MURO TIPO NEW JERSEY m 34.86 404.09 14,086.58 23.88 9,649.67 10.98 4,436.91 23.88 9,649.67

1020 PONTON (KM 28+328) 294,105.66 294,105.66


1021.A TRAZO Y CONTROL GEOMETRICO m2 558.63 2.60 1,452.44 558.63 1,452.44

1022 SUBESTRUCTURA 119,295.31 119,295.31


1022.B RELLENO PARA ESTRUCTURAS m3 190.13 42.29 8,040.60 190.13 8,040.60

1022.D CONCRETO CLASE F DE NIVELACION (f'c=140 Kg/cm2) m3 50.67 317.02 16,063.40 50.67 16,063.40


1022.F ENCOFRADO Y DESENCOFRADO CARA VISTA m2 85.65 71.01 6,082.01 85.65 6,082.01

1022.G CONCRETO CLASE D EN CIMENTACION (f'c=210 Kg/cm2 ) m3 53.76 367.60 19,762.18 53.76 19,762.18

1022.H CONCRETO CLASE D EN ELEVACION (f'c=210 Kg/cm2 ) m3 54.88 364.42 19,999.37 54.88 19,999.37

1022.I ACERO DE REFUERZO kg 5,256.28 6.58 34,586.32 5,256.28 34,586.32

1023 TABLERO DE CONCRETO 113,522.67 113,522.67

1023.A CONCRETO CLASE C (f'c=280 Kg/cm2) m3 55.69 414.97 23,109.68 55.69 23,109.68

1023.B ENCOFRADO Y DESENCOFRADO CARA VISTA LOSA m2 133.45 71.01 9,476.28 133.45 9,476.28


1013.D FALSO PUENTE m 10.80 1,473.72 15,916.18 10.80 15,916.18

1024 LOSA DE TRANSICIÓN 27,950.25 27,950.25

1024.A CONCRETO CLASE F (f'c=140 Kg/cm2) m3 7.15 317.02 2,266.69 7.15 2,266.69



1024.D CONCRETO CLASE C (f'c=280 Kg/cm2) m3 18.82 414.97 7,809.74 18.82 7,809.74

1025 VARIOS 31,884.99 31,884.99

1025.A JUNTA DE DILATACION m 22.75 361.27 8,218.89 22.75 8,218.89

1015.B DISPOSITIVO DE NEOPRENO ARMADO dm3 26.25 47.98 1,259.48 26.25 1,259.48

1025.C COLOCACION DE TUBOS DE DRENAJE DE 4" und 2.00 31.83 63.66 2.00 63.66

1025.D BRUÑA ROMPEAGUA EN LOSA m 21.60 5.30 114.48 21.60 114.48

1015.E IMPERMEABILIZANTE DE PARAMENTOS m2 244.62 22.95 5,614.03 244.62 5,614.03


1025.G MURO TIPO NEW JERSEY m 32.16 404.09 12,995.53 32.16 12,995.53

1030 PONTON (KM. 41+584.75) 404,192.04 71,350.75 332,841.30


1031.A TRAZO Y CONTROL GEOMETRICO m2 656.85 2.60 1,707.81 (0.00) 656.85 1,707.81

1032 SUBESTRUCTURA 165,587.82 21,273.60 144,314.21


1032.B RELLENO PARA ESTRUCTURAS m3 241.95 171.31 41,448.45 22.49 3,852.76 219.46 37,595.69

1032.D CONCRETO CLASE F DE NIVELACION (f'c=140 Kg/cm2) m3 10.01 317.02 3,173.37 1.31 415.30 8.70 2,758.07


1032.F ENCOFRADO Y DESENCOFRADO CARA VISTA m2 102.85 71.01 7,303.38 26.75 1,899.52 76.10 5,403.86

1032.G CONCRETO CLASE D EN CIMENTACION (f'c=210 Kg/cm2 ) m3 73.49 367.60 27,014.92 9.75 3,584.10 63.74 23,430.82

1032.H CONCRETO CLASE D EN ELEVACION (f'c=210 Kg/cm2 ) m3 68.95 364.42 25,126.76 8.75 3,188.68 60.20 21,938.08

1032.I ACERO DE REFUERZO kg 6,573.32 6.58 43,252.45 1,266.45 8,333.24 5,306.87 34,919.20

1033 TABLERO DE CONCRETO 157,444.61 17,868.23 139,576.38

1033.A CONCRETO CLASE C (f'c=280 Kg/cm2) m3 76.02 414.97 31,546.02 6.67 2,767.85 69.35 28,778.17

1033.B ENCOFRADO Y DESENCOFRADO CARA VISTA LOSA m2 180.42 71.01 12,811.62 180.42 12,811.62

1033.C ACERO DE REFUERZO kg 14,375.65 6.58 94,591.78 2,294.89 15,100.38 12,080.76 79,491.40









1013.D FALSO PUENTE m 12.55 1,473.72 18,495.19 12.55 18,495.19

1034 LOSA DE TRANSICIÓN 40,406.65 6,132.54 34,274.13

1034.A CONCRETO CLASE F (f'c=140 Kg/cm2) m3 11.23 317.02 3,560.13 1.89 599.17 9.34 2,960.97


1034.C ACERO DE REFUERZO kg 3,658.68 6.58 24,074.11 390.02 2,566.33 3,268.66 21,507.78

1034.D CONCRETO CLASE C (f'c=280 Kg/cm2) m3 29.55 414.97 12,262.36 7.15 2,967.04 22.40 9,295.33

1035 VARIOS 39,045.15 26,076.38 12,968.77

1035.A JUNTA DE DILATACION m 31.28 361.27 11,300.53 9.52 3,439.29 21.76 7,861.24

1035.B DISPOSITIVO DE NEOPRENO ARMADO dm3 26.25 47.98 1,259.48 26.25 1,259.48

1035.C COLOCACION DE TUBOS DE DRENAJE DE 4" und 2.00 31.83 63.66 2.00 63.66

1035.D BRUÑA ROMPEAGUA EN LOSA m 25.24 5.30 133.77 0.14 0.74 25.10 133.03

1015.E IMPERMEABILIZANTE DE PARAMENTOS m2 336.47 22.95 7,721.99 122.49 2,811.15 213.98 4,910.84


1035.G MURO TIPO NEW JERSEY m 35.10 404.09 14,183.56 35.10 14,183.56F

COSTO DIRECTO 139,020,203.20 2,297,169.87 2,250,738.00 136,193,721.01

GASTOS GENERALES 26,840,213.23 443,507.69 434,543.23 26,294,512.80

GASTOS GENERALES FIJOS 0.927879% 1,289,938.87 21,314.95 20,884.12 1,263,712.54

GASTOS GENERALES VARIABLES 18.378821% 25,550,274.36 422,192.74 413,659.11 25,030,800.26

UTILIDAD 10.00% 13,902,020.32 229,716.99 225,073.80 13,619,372.10

TOTAL CON PRECIOS DEL PRESUPUESTO OFERTA 179,762,436.75 2,970,394.55 2,910,355.03 176,107,605.91

TOTAL CON FACTOR DE RELACIÓN 1.00000 179,762,436.75 2,970,394.55 2,910,355.03 176,107,605.91

% DE AVANCE 100.00% 1.65% 1.62% 97.97%

Val Nº 23 - Feb 15 _2

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Transcript of Val Nº 23 - Feb 15 _2