ITEM PARTIDA MES 00 MES 01 MES 02 MES 03 MES 04 MES 05 MES 06 MES 07 TOTAL01 PUENTE S/. 1,652,677.99

01.01 TRABAJOS PRELIMINARES S/. 335,883.51

01.01.01 MOVILIZACION Y DESMOVILIZACION DE EQUIPOS S/. 66,000.00 S/. 50,000.00 S/. 50,000.00 S/. 66,000.00 S/. 232,000.00

01.01.02 CAMPAMENTO PROVISIONAL DE LA OBRA S/. 36,275.80 S/. 36,275.80

01.01.03 TRAZO Y REPLANTEO S/. 21,612.69 S/. 21,612.69

01.01.04 TRAZO Y REPLANTEO DURANTE LA EJECUCION DE OBRA S/. 6,480.18 S/. 5,444.09 S/. 5,268.47 S/. 5,444.09 S/. 5,444.09 S/. 4,917.24 S/. 5,114.81 S/. 38,112.97

01.01.05 CARTEL DE OBRA S/. 3,163.97 S/. 3,163.97

01.01.06 DESBROCE Y LIMPIEZA S/. 4,718.08 S/. 4,718.08

01.02 ESTRIBOS S/. 301,968.04

01.02.01 EXCAVACION PARA ESTRUCTURAS EN MATERIAL SUELTO EN SECO S/. 9,062.25 S/. 9,062.25

01.02.02 EXCAVACION PARA ESTRUCTURAS EN ROCA FIJA EN SECO S/. 24,339.97 S/. 9,877.91 S/. 34,217.88

01.02.03 ANCLAJES DE CIMENTACION EN ROCA S/. 1,388.85 S/. 1,388.85

01.02.04 CONCRETO f'c = 100 kg/cm2 S/. 2,745.90 S/. 2,745.90

01.02.05 ACERO DE REFUERZO fy=4200 kg/cm2 S/. 49,066.13 S/. 1,470.07 S/. 50,536.20

01.02.06 ENCOFRADO Y DESENCOFRADO CARA VISTA EN SECO S/. 52,152.88 S/. 52,152.88

01.02.07 CONCRETO f 'c=210 kg/cm2 EN SECO S/. 115,684.56 S/. 348.75 S/. 116,033.31

01.02.08 RELLENO DE ESTRUCTURAS CON MATERIAL PROPIO S/. 34,823.40 S/. 34,823.40

01.02.09 TRANSPORTE Y ELIMINACION DE MATERIAL EXCEDENTE S/. 1,007.37 S/. 1,007.37

01.03 VIGAS DE ACERO ESTRUCTURAL S/. 847,904.22

01.03.01 FABRICACION EN TALLER S/. 107,235.29 S/. 201,388.55 S/. 135,018.82 S/. 50,000.00 S/. 50,000.00 S/. 543,642.66

01.03.02 PINTURA ANTICORROSIVA S/. 36,407.10 S/. 36,407.10

01.03.03 PINTURA ESMALTE S/. 9,953.80 S/. 4,321.01 S/. 14,274.81

01.03.04 TRANSPORTE A OBRA S/. 109,516.42 S/. 109,516.42

01.03.05 MONTAJE Y LANZAMIENTO S/. 96,495.76 S/. 47,567.47 S/. 144,063.23

01.04 LOSA DE CONCRETO Y VEREDAS S/. 120,503.05

01.04.01 ENCOFRADO Y DESENCOFRADO CARA VISTA EN SECO S/. 31,466.96 S/. 3,781.19 S/. 35,248.15

01.04.02 ACERO DE REFUERZO fy=4200 kg/cm2 S/. 35,050.44 S/. 35,050.44

01.04.03 CONCRETO f 'c=280 kg/cm2 S/. 50,204.46 S/. 50,204.46

01.05 LOSA DE APROXIMACION S/. 18,757.94

01.05.01 EXCAVACION PARA ESTRUCTURAS EN MATERIAL SUELTO EN SECO S/. 135.45 S/. 135.45

01.05.02 ENCOFRADO Y DESENCOFRADO CARA VISTA EN SECO S/. 1,510.64 S/. 1,510.64

01.05.03 ACERO DE REFUERZO fy=4200 kg/cm2 S/. 6,501.52 S/. 213.08 S/. 6,714.60

01.05.04 CONCRETO f 'c=210 kg/cm2 EN SECO S/. 10,397.25 S/. 10,397.25

01.06 VARIOS S/. 27,661.23

01.06.01 JUNTAS DE DILATACION S/. 8,419.18 S/. 8,419.18

01.06.02 DISPOSITIVOS DE APOYO S/. 10,722.08 S/. 10,722.08

01.06.03 TUBOS DE DRENAJE S/. 6,833.28 S/. 6,833.28

01.06.04 ACABADO EN VEREDAS S/. 1,686.69 S/. 1,686.69

02 ACCESOS S/. 773,802.64

02.01 MOVIMIENTO DE TIERRAS S/. 373,085.30

02.01.01 CORTE DE MATERIAL SUELTO S/. 27,779.38 S/. 20,000.00 S/. 47,779.38

02.01.02 PERFILADO Y COMPACTADO DE SUBRASANTE S/. 4,989.40 S/. 4,989.40

02.01.03 TERRAPLEN CON MATERIAL DE PRESTAMO S/. 45,577.41 S/. 45,577.41

02.01.04 AFIRMADO S/. 90,000.00 S/. 70,000.00 S/. 30,326.42 S/. 190,326.42

02.01.05 TRANSPORTE Y ELIMINACION DE MATERIAL EXCEDENTE S/. 26,309.74 S/. 38,102.95 S/. 20,000.00 S/. 84,412.69

02.02 OBRAS DE DEFENSA S/. 328,036.16

02.02.01 EXCAVACION PARA ESTRUCTURAS EN MATERIAL SUELTO EN SECO S/. 3,240.45 S/. 18,979.80 S/. 22,220.25

02.02.02 ENROCADO S/. 263,609.45 S/. 14,107.11 S/. 277,716.56

02.02.03 RELLENO DE ESTRUCTURAS CON MATERIAL PROPIO S/. 28,099.35 S/. 28,099.35

02.03 SEÑALIZACION S/. 8,233.80

02.03.01 LINEAS CONTINUAS S/. 1,339.91 S/. 1,339.91

02.03.02 PINTURA EN SARDINELES S/. 754.33 S/. 754.33

02.03.03 SEÑALES INFORMATIVAS S/. 2,333.04 S/. 2,333.04

02.03.04 SEÑALES PREVENTIVAS S/. 3,806.52 S/. 3,806.52

02.04 OBRAS DE MITIGACION IMPACTO AMBIENTAL S/. 64,447.38

02.04.01 CAPACITACION AMBIENTAL A LOS TRABAJADORES S/. 3,389.84 S/. 3,389.84

02.04.02 RESTAURACION DEL AREA OCUPADA POR EQUIPOS Y MATERIALES S/. 837.24 S/. 837.24

02.04.03 RESTAURACION DEL AREA UTILIZADA EN LA PREPARACION DE CONCRETO S/. 490.00 S/. 490.00

02.04.04 RESTAURACION DE CANTERAS S/. 15,820.00 S/. 15,820.00

02.04.05 COMPACTACION DE MATERIAL EXCEDENTE EN BOTADEROS S/. 43,910.30 S/. 43,910.30

COSTO DIRECTO S/. 336,367.19 S/. 379,021.75 S/. 442,351.67 S/. 469,701.25 S/. 284,240.34 S/. 278,567.71 S/. 236,230.72 S/. 2,426,480.63GASTOS GENERALES S/. 54,204.29 S/. 61,077.91 S/. 71,283.28 S/. 75,690.57 S/. 45,804.25 S/. 44,890.12 S/. 38,067.68 S/. 391,018.10UTILIDAD S/. 33,636.72 S/. 37,902.17 S/. 44,235.17 S/. 46,970.12 S/. 28,424.03 S/. 27,856.77 S/. 23,623.07 S/. 242,648.06

=================

SUB TOTAL S/. 424,208.20 S/. 478,001.83 S/. 557,870.12 S/. 592,361.94 S/. 358,468.62 S/. 351,314.60 S/. 297,921.47 S/. 3,060,146.79IGV S/. 76,357.48 S/. 86,040.33 S/. 100,416.62 S/. 106,625.15 S/. 64,524.35 S/. 63,236.63 S/. 53,625.86 S/. 550,826.42

=================

PRESUPUESTO EJECUCION DE OBRA S/. 500,565.67 S/. 564,042.16 S/. 658,286.74 S/. 698,987.09 S/. 422,992.97 S/. 414,551.23 S/. 351,547.34 S/. 3,610,973.21=================

ELABORACIÓN DE EXP. TÉCNICO S/. 99,274.92 S/. 99,274.92GASTOS DE SUPERVISIÓN DE OBRA S/. 26,410.16 S/. 29,759.22 S/. 34,731.63 S/. 36,879.00 S/. 22,317.38 S/. 21,871.99 S/. 18,547.86 S/. 190,517.24MONITOREO Y CONTROL DE OBRA S/. 1,320.51 S/. 1,487.96 S/. 1,736.58 S/. 1,843.95 S/. 1,115.87 S/. 1,093.60 S/. 927.39 S/. 9,525.86

=================

PRESUPUESTO TOTAL DEL PROYECTO S/. 99,274.92 S/. 528,296.35 S/. 595,289.35 S/. 694,754.95 S/. 737,710.04 S/. 446,426.22 S/. 437,516.82 S/. 371,022.59 S/. 3,910,291.23

CRONOGRAMA VALORIZADO DE OBRA

PROYECTO : CREACION DEL PUENTE CARROZABLE ALTO MANG URIARI - ZONAL IVOCHOTE, DISTRITO DE ECHARATE - LA CONVENCION - CUSCO