cronograma valorizado

CRONOGRAMA DE AVANCE DE OBRA VALORIZADO

PROYECTO: “MEJORAMIENTO DE LA AV. JHON F. KENNEDY (entre la Av. Centenario y el Jr. Augusto B. Leguía) del Distrito de Callería, Provincia de Coronel Portillo- Ucayali”.

CLIENTE : GOBIERNO REGIONAL DE UCAYALIFECHA May-15

Item Descripción PRESUPUESTO 1 Mes 2 Mes 3 Mes 4 Mes 5 Mes 6 Mes 7 Mes 8 Mes 9 Mes 10 Mes

OBRAS CIVILES

01 OBRAS PRELIMINARES 39,037.68

01.01 OFICINAS 2,522.40 S/. 2,522.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02 BAÑOS ECOLOGICOS PARA OFICINA 9,650.00 S/. 9,650.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03 ALMACEN DE OBRA 12,612.00 S/. 12,612.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.04 CASETA DE GUARDIANIA 1,345.28 S/. 1,345.28 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.05 COMEDORES Y VESTUARIOS 10,908.00 S/. 10,908.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.06 AGUA PARA CAMPAMENTO 2,000.00 S/. 2,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002 TRABAJOS PRELIMINARES 99,869.54

02.01 MOVILIZACION Y DESMOVILIZACION DE EQUIPO PESADO DE RODAMIENTO PROPIO 12,580.00 S/. 12,580.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02 MOVILIZACION Y DESMOVILIZACION DE EQUIPO PESADO EN CAMA BAJA 30Tn. 4,800.00 S/. 4,800.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.03 TRANSPORTE DE MATERIALES, EQUIPOS LIVIANOS Y HERRAMIENTAS - LOCAL 24,721.86 S/. 24,721.86 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.04 LIMPIEZA DE TERRENO MANUAL 12,268.84 S/. 12,268.84 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.05 TALA Y RETIRO DE ARBOLES 3,014.56 S/. 3,014.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.06 ELIMINACION DE MATERIAL ORGANICO (DESMONTE Y BASURA) D=24.19Km (Usando Cargador y Vol 18,709.92 S/. 18,709.92 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.07 CARTEL DE OBRA (8.50 x 3.60) BANNER INC. MATERIALES 2,246.68 S/. 2,246.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.08 ENERGIA ELECTRICA PARA LA CONSTRUCCION 10,000.00 S/. 10,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.09 TRAZO NIVELACION Y REPLANTEO PRELIMINAR P/PAVIMENTO 11,527.68 S/. 2,482.51 S/. 1,540.64 S/. 1,391.55 S/. 1,540.64 S/. 1,490.95 S/. 1,540.64 S/. 1,490.95 S/. 49.80 S/. 0.00 S/. 0.0003 DEMOLICIONES 44,576.69

03.01 DEMOLICION DE PAVIMENTO EXISTENTE CON EQUIPO PESADO 3,692.43 S/. 3,692.43 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0003.02 DEMOLICION DE VEREDAS DE 0.10 M. C/EQUIPO LIVIANO 16,378.69 S/. 16,378.69 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0003.03 DEMOLICION DE MARTILLOS DE 0.10 M. C/EQUIPO LIVIANO 2,134.75 S/. 2,134.75 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0003.04 DEMOLICION DE ALCANTARILLAS EXISTENTES C/EQUIPO LIVIANO 1,641.37 S/. 1,641.37 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0003.05 DEMOLICION DE CABEZALES DE ALCANTARILLAS TUBULARES EXISTENTES C/EQUIPO LIVIANO 187.50 S/. 187.50 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0003.06 DEMOLICION Y DESMONTAJE DE ALCANTARILLAS TUBULARES C/EQUIPO PESADO 154.54 S/. 154.54 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0003.07 DEMOLICION DE ESTRUCTURA DE CONCRETO EXISTENTE C/EQUIPO LIVIANO 2,437.51 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,437.51 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0003.08 ROTURA DE PAVIMENTO RIGIDO C/EQUIPO LIVIANO E=0.20m. 3,883.22 S/. 3,883.22 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0003.09 ELIMINACION DE MATERIAL PROVENIENTE DE DEMOLICIÓN A BOTADERO D=24.19Km USANDO 14,066.68 S/. 14,066.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004 MOVIMIENTO DE TIERRAS 466,684.78

04.01 TRAZO NIVELACION Y REPLANTEO 3 ETAPAS (EXCAVACIÓN, RELLENO, PAVIMENTO) 47,131.60 S/. 4,749.66 S/. 7,140.35 S/. 6,449.35 S/. 7,140.35 S/. 6,910.02 S/. 7,140.35 S/. 6,910.02 S/. 691.50 S/. 0.00 S/. 0.0004.02 CORTE DE TERRENO A NIVEL DE SUB RASANTE C/EQUIPO PESADO (Usando Motoniveladora de 12 17,873.48 S/. 15,487.87 S/. 2,385.61 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004.03 CORTE DE TERRENO A NIVEL DE SUB RASANTE MEJORADA C/EQUIPO PESADO (Zona Selva Baja) 25,255.64 S/. 13,130.83 S/. 12,124.81 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004.04 CORTE DE TERRENO DE MATERIAL GRANULAR C/EQUIPO PESADO (Usando Motoniveladora de 125 4,190.64 S/. 0.00 S/. 4,190.64 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004.05 CORTE DE TERRENO DE MATERIAL EXPANSIVO C/EQUIPO PESADO (Usando Motoniveladora de 12 1,820.79 S/. 0.00 S/. 1,820.79 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004.06 CORTE MASIVO H>2.5m. EN TERRENO DE MATERIAL ORGANICO C/EQUIPO PESADO (Zona Selva B 16,915.20 S/. 5,636.05 S/. 11,279.15 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004.07 RELLENO Y COMP. C/MATERIAL PROPIO (ARCILLA) C/ EQUIPO PESADO PARA NIVELAR SUB RASAN 72,790.94 S/. 49,441.95 S/. 23,348.99 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004.08 MEJORAMIENTO DE SUB RASANTE C/MATERIAL DE PRESTAMO (ARCILLA - LIMOS) C/ EQUIPO PES 127,384.10 S/. 100,716.65 S/. 26,667.45 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004.09 COMPACTACION Y CONFORMACION DE SUB-RASANTE C/EQUIPO PESADO 65,783.70 S/. 27,816.12 S/. 37,967.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004.10 ELIMINACION DE MATERIAL EXCEDENTE A BOTADERO D=24.19Km. USANDO CARGADOR Y VOLQ 87,538.69 S/. 0.00 S/. 87,538.69 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0005 PAVIMENTOS 2,669,992.02

05.01 BASE GRANULAR DE 0.20 M. HORMIGON : TIERRA 80%:20% C/EQUIPO PESADO 357,762.05 S/. 314,623.16 S/. 43,138.89 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0005.02 BASE GRANULAR DE 0.20 M. HORMIGON : TIERRA C/EQUIPO PESADO (Material Propio) 6,306.66 S/. 629.35 S/. 5,677.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0005.03 PAVIMENTO DE CONCRETO ARMADO E=0.20 2,155,439.83

05.03.01 EXCAVACION MANUAL DEBAJO DEL PAVIMENTO EN INTERSECCIONES DE CALLES 1,352.75 S/. 563.42 S/. 789.33 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0005.03.02 ELIMINACION DE MATERIAL EXCEDENTE HASTA 30.00 MT (A MANO USANDO CARRETILLA) 1,318.87 S/. 0.00 S/. 1,318.87 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0005.03.03 CONCRETO F'C=245 KG/CM2 (C:H) DEBAJO DE PAVIMENTO EN INTERSECCIONES DE CALLES 17,193.32 S/. 0.00 S/. 17,193.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0005.03.04 ENCOFRADO Y DESENCOFRADO DE LOSAS EN PAVIMENTOS RIGIDO 19,285.29 S/. 4,571.69 S/. 2,478.89 S/. 2,239.00 S/. 2,478.89 S/. 2,398.93 S/. 2,478.89 S/. 2,398.93 S/. 240.07 S/. 0.00 S/. 0.0005.03.05 PAVIMENTO DE CONCRETO F'C= 245 KG/CM2 E=0.20 M (C:H) 1,446,083.15 S/. 1,163,952.33 S/. 46,997.70 S/. 42,514.84 S/. 46,997.70 S/. 46,997.70 S/. 46,997.70 S/. 46,997.70 S/. 4,627.47 S/. 0.00 S/. 0.0005.03.06 FIBRAS DE POLIPROPILENO 43,616.00 S/. 33,834.23 S/. 1,648.00 S/. 1,488.51 S/. 1,648.00 S/. 1,594.84 S/. 1,648.00 S/. 1,594.84 S/. 159.58 S/. 0.00 S/. 0.0005.03.07 ACERO GRADO 60 Fy=4200 Kg/cm2 CORRUGADO Ø 1/2" @ 0.75m, BASTONES EN JUNTAS 5,502.62 S/. 3,792.11 S/. 288.18 S/. 260.29 S/. 288.18 S/. 278.88 S/. 288.18 S/. 278.88 S/. 27.92 S/. 0.00 S/. 0.0005.03.08 ACERO GRADO 36 Fy=2520 Kg/cm2 LISO Ø 1" @ 0.30m, C/TUB + PINT., BASTONES EN JUNTAS 19,318.89 S/. 17,428.92 S/. 318.42 S/. 287.60 S/. 318.42 S/. 308.14 S/. 318.42 S/. 308.14 S/. 30.83 S/. 0.00 S/. 0.0005.03.09 ACERO GRADO 60 Fy=4200 Kg/cm2 CORRUGADO EN PAVIMENTOS DE CONCRETO 350,162.98 S/. 242,866.77 S/. 18,076.87 S/. 16,327.50 S/. 18,076.87 S/. 17,493.75 S/. 18,076.87 S/. 17,493.76 S/. 1,750.59 S/. 0.00 S/. 0.0005.03.10 CURADO DE LOSAS DE CONCRETO C/ADITIVO 82,233.10 S/. 71,898.85 S/. 1,672.57 S/. 1,851.78 S/. 1,792.04 S/. 1,851.78 S/. 1,792.04 S/. 1,374.04 S/. 0.00 S/. 0.00

r=3.50

r=3.50





r=3.50

r=3.50

05.03.11 COLOCACIÓN DE GEOTEXTIL NO TEJIDO ANTICONTAMINANTE 66,869.87 S/. 56,692.22 S/. 1,714.69 S/. 1,548.75 S/. 1,714.69 S/. 1,659.38 S/. 1,714.69 S/. 1,659.38 S/. 166.07 S/. 0.00 S/. 0.0005.03.12 COLOCACION DE GEOMALLA BIAXIAL EXTRUIDA 102,502.99 S/. 3,409.65 S/. 99,093.34 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0005.04 JUNTAS 150,483.48

05.04.01 JUNTA TIPO 1 DE ALABEO Y CONSTRUCCIÓN LONGITUDINAL E=6 MM. H=50 MM. (SELLO DE 13,718.97 S/. 0.00 S/. 6,143.42 S/. 1,386.36 S/. 1,534.89 S/. 1,485.39 S/. 1,534.89 S/. 1,485.38 S/. 148.64 S/. 0.00 S/. 0.0005.04.02 JUNTA TIPO 2 DE CONTRACCION E=6 MM. H=50 MM. (CORTE Y SELLO DE POLIURETANO) 41,684.09 S/. 0.00 S/. 17,567.64 S/. 4,413.41 S/. 4,886.27 S/. 4,728.65 S/. 4,886.28 S/. 4,728.65 S/. 473.19 S/. 0.00 S/. 0.0005.04.03 JUNTA TIPO 3 DE DILATACIÓN E=12.5 MM. H=50 MM. (SELLO DE POLIURETANO+TECKNOPORT) 6,886.25 S/. 0.00 S/. 3,491.26 S/. 621.30 S/. 687.87 S/. 665.68 S/. 687.85 S/. 665.68 S/. 66.61 S/. 0.00 S/. 0.0005.04.04 JUNTA TIPO 4 DE EXPANSIÓN E=12.5 MM. H=50 MM. (SELLO DE POLIURETANO+TECKNOPORT) 62,127.31 S/. 0.00 S/. 30,321.01 S/. 5,820.68 S/. 6,444.33 S/. 6,236.45 S/. 6,444.31 S/. 6,236.45 S/. 624.08 S/. 0.00 S/. 0.0005.04.05 JUNTA TIPO 5 DE CONTRACCIÓN LONGITUDINAL E=6 MM. H=50 MM. (SELLO DE POLIURETA 21,418.35 S/. 0.00 S/. 9,573.09 S/. 2,167.73 S/. 2,399.99 S/. 2,322.57 S/. 2,399.98 S/. 2,322.57 S/. 232.42 S/. 0.00 S/. 0.0005.04.06 JUNTA TIPO 6 DE DILATACIÓN Y TRANSICIÓN E=12.5 MM. H=50 MM. (SELLO DE POLIURETAN 4,648.51 S/. 0.00 S/. 2,470.33 S/. 398.62 S/. 441.32 S/. 427.09 S/. 441.32 S/. 427.09 S/. 42.74 S/. 0.00 S/. 0.0006 MARTILLOS 168,833.40

06.01 TRAZO NIVEL Y REPLANTEO 2,301.30 S/. 0.00 S/. 1,301.91 S/. 358.75 S/. 397.18 S/. 243.46 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0006.02 CORTE DE TERRENO MANUAL 12,157.28 S/. 0.00 S/. 2,431.20 S/. 3,404.04 S/. 3,768.76 S/. 2,553.28 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0006.03 EXCAVACION MANUAL EN UÑAS DE VEREDAS 864.96 S/. 0.00 S/. 821.62 S/. 43.34 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0006.04 COMPACTACION Y CONFORMACION C/EQUIPO LIVIANO DE SUB RASANTE PARA VEREDAS 11,270.04 S/. 0.00 S/. 1,688.11 S/. 2,096.01 S/. 2,320.59 S/. 2,245.73 S/. 2,320.59 S/. 599.01 S/. 0.00 S/. 0.00 S/. 0.0006.05 ELIMINACION DE MATERIAL EXCEDENTE HASTA 30.00 MT (A MANO USANDO CARRETILLA) 12,694.36 S/. 0.00 S/. 1,745.31 S/. 2,221.51 S/. 2,459.53 S/. 2,380.19 S/. 2,459.53 S/. 1,428.29 S/. 0.00 S/. 0.00 S/. 0.0006.06 BASE GRANULAR DE 4" H : T (80%+20%) C/EQUIPO LIVIANO PARA VEREDAS 27,694.36 S/. 0.00 S/. 20,150.74 S/. 7,543.06 S/. 0.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0006.07 ENCOFRADO Y DESENCOFRADO DE VEREDA 8,578.26 S/. 0.00 S/. 3,510.97 S/. 1,028.13 S/. 1,138.29 S/. 1,101.56 S/. 1,138.29 S/. 661.02 S/. 0.00 S/. 0.00 S/. 0.0006.08 VEREDA DE CONCRETO F'C= 175 KG/CM2 E=4" FROTACHADO Y BRUÑADO (C:H) 75,722.09 S/. 0.00 S/. 51,672.05 S/. 4,879.65 S/. 5,402.46 S/. 5,228.19 S/. 5,402.46 S/. 3,137.28 S/. 0.00 S/. 0.00 S/. 0.0006.09 CONCRETO F'C=175 KG/CM2 EN UÑAS DE VEREDAS (C:H) 9,685.36 S/. 0.00 S/. 7,158.98 S/. 512.59 S/. 567.51 S/. 549.21 S/. 567.51 S/. 329.56 S/. 0.00 S/. 0.00 S/. 0.0006.10 CURADO DE LOSAS DE CONCRETO C/ADITIVO 7,865.39 S/. 0.00 S/. 1,887.37 S/. 4,404.62 S/. 1,573.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0007 VEREDAS 610,938.22

07.01 TRAZO NIVEL Y REPLANTEO 4,945.03 S/. 0.00 S/. 2,402.18 S/. 535.33 S/. 592.69 S/. 573.57 S/. 592.67 S/. 248.59 S/. 0.00 S/. 0.00 S/. 0.0007.02 CORTE DE TERRENO MANUAL 72,622.38 S/. 0.00 S/. 3,388.04 S/. 13,556.18 S/. 15,008.63 S/. 14,524.48 S/. 15,008.63 S/. 11,136.42 S/. 0.00 S/. 0.00 S/. 0.0007.03 RELLENO Y COMP. C/ MATERIAL PROPIO C/EQUIPO LIVIANO 118,215.23 S/. 0.00 S/. 8,317.85 S/. 33,086.64 S/. 36,631.64 S/. 35,449.97 S/. 4,729.13 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0007.04 EXCAVACION MANUAL EN UÑAS DE VEREDAS 3,546.13 S/. 0.00 S/. 301.38 S/. 496.46 S/. 549.65 S/. 531.92 S/. 549.65 S/. 531.92 S/. 549.65 S/. 35.50 S/. 0.0007.05 ACARREO DE MATERIAL PROCEDENTE DE EXCAVACION HASTA 30M USANDO CARRETILLA 64,128.11 S/. 0.00 S/. 7,266.96 S/. 11,970.58 S/. 13,253.14 S/. 12,825.62 S/. 13,253.14 S/. 5,558.67 S/. 0.00 S/. 0.00 S/. 0.0007.06 COMPACTACION Y CONFORMACION C/EQUIPO LIVIANO DE SUB RASANTE PARA VEREDAS 24,217.12 S/. 0.00 S/. 2,135.34 S/. 3,378.59 S/. 3,740.59 S/. 3,619.92 S/. 3,740.59 S/. 3,619.92 S/. 3,740.59 S/. 241.58 S/. 0.0007.07 BASE GRANULAR DE 4" H : T (80%+20%) C/EQUIPO LIVIANO PARA VEREDAS 59,509.77 S/. 0.00 S/. 31,561.98 S/. 4,276.12 S/. 4,734.27 S/. 4,581.55 S/. 4,734.27 S/. 4,581.55 S/. 4,734.27 S/. 305.76 S/. 0.0007.08 ENCOFRADO Y DESENCOFRADO DE VEREDA 32,362.43 S/. 0.00 S/. 11,905.70 S/. 3,513.99 S/. 3,890.49 S/. 3,764.99 S/. 3,890.49 S/. 3,764.99 S/. 1,631.78 S/. 0.00 S/. 0.0007.09 VEREDA DE CONCRETO F'C= 175 KG/CM2 E=4" FROTACHADO Y BRUÑADO (C:H) 162,711.96 S/. 0.00 S/. 104,588.19 S/. 8,893.15 S/. 9,845.99 S/. 9,528.38 S/. 9,845.99 S/. 9,528.38 S/. 9,845.99 S/. 635.89 S/. 0.0007.10 CONCRETO F'C=175 KG/CM2 EN UÑAS DE VEREDAS (C:H) 39,707.84 S/. 0.00 S/. 28,119.11 S/. 3,909.35 S/. 4,328.21 S/. 3,351.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0007.11 JUNTA DE CONTRACCION E=6mm EN PISO CON SELLO DE POLIURETANO 6,169.84 S/. 0.00 S/. 5,278.52 S/. 891.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0007.12 JUNTA DE DILATACION E=12.5mm EN VEREDAS CON SELLO DE POLIURETANO 5,901.20 S/. 0.00 S/. 5,901.20 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0007.13 CURADO DE LOSAS DE CONCRETO C/ADITIVO 16,901.18 S/. 0.00 S/. 1,351.86 S/. 3,154.89 S/. 3,492.91 S/. 3,380.24 S/. 3,492.91 S/. 2,028.37 S/. 0.00 S/. 0.00 S/. 0.0008 CANALETAS DE DRENAJE PLUVIAL 344,954.00

08.01 TRAZO NIVEL Y REPLANTEO EN CANALES, DURANTE EJEC. OBRA 1,101.79 S/. 0.00 S/. 189.55 S/. 290.25 S/. 321.35 S/. 300.64 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0008.02 EXCAVACION MANUAL PARA CANALETA EN TIERRA DURA 43,782.26 S/. 0.00 S/. 1,458.90 S/. 6,810.57 S/. 7,540.28 S/. 7,297.04 S/. 7,540.28 S/. 7,297.04 S/. 5,838.15 S/. 0.00 S/. 0.0008.03 REFINE Y NIVELACION MANUAL DE CANAL 1,151.87 S/. 0.00 S/. 38.38 S/. 179.18 S/. 198.38 S/. 191.98 S/. 198.38 S/. 191.97 S/. 153.60 S/. 0.00 S/. 0.0008.04 RELLENO Y COMP. C/ MATERIAL PROPIO C/EQUIPO LIVIANO 17,695.38 S/. 0.00 S/. 714.46 S/. 4,952.66 S/. 5,483.30 S/. 5,306.42 S/. 1,238.54 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0008.05 ELIMINACION DE MATERIAL EXCEDENTE HASTA 30.00 MT (A MANO USANDO CARRETILLA) 20,601.61 S/. 0.00 S/. 2,059.30 S/. 11,536.90 S/. 7,005.41 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0008.06 SOLADO PARA CANALETAS DE 2" MEZCLA 1:12 CEMENTO-HORMIGON 7,732.96 S/. 0.00 S/. 5,180.35 S/. 479.68 S/. 531.07 S/. 513.94 S/. 531.07 S/. 496.85 S/. 0.00 S/. 0.00 S/. 0.0008.07 CONCRETO F´c=175 KG/CM2 EN LOSA FONDO DE CANALETAS (C:H) 22,509.16 S/. 0.00 S/. 0.00 S/. 16,649.19 S/. 1,365.84 S/. 1,321.78 S/. 1,365.83 S/. 1,321.78 S/. 484.74 S/. 0.00 S/. 0.0008.08 CONCRETO F´c=175 KG/CM2 EN MURO DE CANALETAS DE E<=0.15m. (C:H) 53,217.86 S/. 0.00 S/. 0.00 S/. 34,919.11 S/. 3,885.30 S/. 3,759.96 S/. 3,885.30 S/. 3,759.96 S/. 3,008.23 S/. 0.00 S/. 0.0008.09 ACERO GRADO 60 Fy=4200 Kg/cm2 68,892.60 S/. 0.00 S/. 41,885.64 S/. 15,753.37 S/. 11,253.59 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0008.10 ENCOFRADO Y DESENCOFRADO CARAVISTA 34,317.45 S/. 0.00 S/. 29,439.17 S/. 875.58 S/. 969.39 S/. 938.12 S/. 969.39 S/. 938.11 S/. 187.69 S/. 0.00 S/. 0.0008.11 ENCOFRADO Y DESENCOFRADO EN CANALES 40,956.68 S/. 0.00 S/. 14,466.78 S/. 4,362.99 S/. 4,830.45 S/. 4,674.63 S/. 4,830.45 S/. 4,674.63 S/. 3,116.75 S/. 0.00 S/. 0.0008.12 JUNTA DE DILATACIÓN CON WATER STOP e=4" PROVISION Y COLOCACIÓN 2,616.37 S/. 0.00 S/. 1,846.66 S/. 127.53 S/. 141.19 S/. 136.63 S/. 141.19 S/. 136.63 S/. 86.54 S/. 0.00 S/. 0.0008.13 JUNTA DE CONSTRUCCIÓN CON WATER STOP PROVISION Y COLOCACIÓN 30,378.01 S/. 0.00 S/. 27,274.87 S/. 514.12 S/. 569.21 S/. 550.85 S/. 569.20 S/. 550.85 S/. 348.91 S/. 0.00 S/. 0.0009 CANALETAS DE DRENAJE PLUVIAL - TECHADAS 272,944.87

09.01 TRAZO NIVEL Y REPLANTEO EN CANALES, DURANTE EJEC. OBRA 679.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 52.82 S/. 237.91 S/. 245.84 S/. 142.75 S/. 0.00 S/. 0.00 S/. 0.0009.02 EXCAVACION MANUAL PARA CANALETA EN TIERRA DURA 18,071.46 S/. 0.00 S/. 0.00 S/. 0.00 S/. 257.63 S/. 7,744.91 S/. 8,003.08 S/. 2,065.84 S/. 0.00 S/. 0.00 S/. 0.0009.03 REFINE Y NIVELACION MANUAL DE CANAL 710.20 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 369.27 S/. 340.93 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0009.04 RELLENO Y COMP. C/ MATERIAL PROPIO C/EQUIPO LIVIANO 8,413.70 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,853.33 S/. 5,214.37 S/. 1,346.00 S/. 0.00 S/. 0.00 S/. 0.00





r=3.50

r=3.50

09.05 ELIMINACION DE MATERIAL EXCEDENTE HASTA 30.00 MT (A MANO USANDO CARRETILLA) 7,826.28 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 4,694.68 S/. 3,131.60 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0009.06 SOLADO PARA CANALETAS DE 2" MEZCLA 1:12 CEMENTO-HORMIGON 4,974.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 4,601.50 S/. 372.82 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0009.07 CONCRETO Fć=175 KG/CM2 EN LOSA FONDO DE CANALETAS (C:H) 27,307.51 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 19,505.89 S/. 7,801.62 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0009.08 CONCRETO Fć=175 KG/CM2 EN MURO DE CANALETAS DE E<=0.15m. (C:H) 39,567.89 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 32,255.00 S/. 5,667.20 S/. 1,645.69 S/. 0.00 S/. 0.00 S/. 0.0009.09 CONCRETO Fć=210 KG/CM2 EN TECHO DE CANALETAS (C:H) 29,355.65 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 24,051.63 S/. 4,110.40 S/. 1,193.62 S/. 0.00 S/. 0.00 S/. 0.0009.10 ENCOFRADO Y DESENCOFRADO EN CANALES 55,385.79 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 34,616.00 S/. 20,769.79 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0009.11 ACERO GRADO 60 Fy=4200 Kg/cm2 42,996.53 S/. 0.00 S/. 0.00 S/. 0.00 S/. 42,660.72 S/. 205.59 S/. 130.22 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0009.12 JUNTA DE CONSTRUCCIÓN CON WATER STOP PROVISION Y COLOCACIÓN 18,729.96 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 18,729.96 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0009.13 TAPA PREFABRICADA DE CONCRETO Fć=210 Kg/cm2 P/INSPECCION 0.80m. x 0.80m. E=2" T.E. 1,597.90 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,358.52 S/. 239.38 S/. 0.00 S/. 0.00 S/. 0.0009.14 REJILLA SUMIDERO DE FIERRO (0.8x0.525) C/ MARCO 3"x3"x3/16" Y REJAS DE PLATINA DE 2 1/2"x1 15,617.69 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 15,617.69 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0009.15 CURADO DE LOSAS DE CONCRETO C/ADITIVO 1,710.67 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 190.00 S/. 1,178.46 S/. 342.21 S/. 0.00 S/. 0.00 S/. 0.0010 SARDINELES 154,461.39

10.01 TRAZO NIVEL Y REPLANTEO EN SARDINELES, DURANTE EJEC. OBRA 1,576.96 S/. 0.00 S/. 0.00 S/. 0.00 S/. 101.96 S/. 446.96 S/. 461.86 S/. 446.96 S/. 119.22 S/. 0.00 S/. 0.0010.02 EXCAVACION MANUAL PARA SARDINEL EN TIERRA DURA 9,700.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 4,157.09 S/. 4,295.96 S/. 1,247.51 S/. 0.00 S/. 0.00 S/. 0.0010.03 RELLENO Y COMP. C/ MATERIAL PROPIO C/EQUIPO LIVIANO 9,329.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 9,329.66 S/. 0.00 S/. 0.00 S/. 0.0010.04 ELIMINACION DE MATERIAL EXCEDENTE HASTA 30.00 MT (A MANO USANDO CARRETILLA) 2,656.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,656.56 S/. 0.00 S/. 0.00 S/. 0.0010.05 CONCRETO F'C=175 KG/CM2 EN SARDINEL (C:H) 52,322.46 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 37,233.07 S/. 8,995.24 S/. 6,094.15 S/. 0.00 S/. 0.00 S/. 0.0010.06 ENCOFRADO Y DESENCOFRADO EN SARDINELES 54,046.72 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 26,551.35 S/. 12,004.67 S/. 11,617.42 S/. 3,873.28 S/. 0.00 S/. 0.0010.07 ACERO GRADO 60 Fy=4200 Kg/cm2 22,858.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 18,487.98 S/. 4,370.19 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0010.08 JUNTA DE DILATACIÓN CON WATER STOP ANCHO =4" PROVISION Y COLOCACIÓN 1,970.30 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 604.17 S/. 814.39 S/. 551.74 S/. 0.00 S/. 0.00 S/. 0.0011 ALCANTARILLA 663,439.75

11.01 ALCANTARILLA Nro. 01 SECC 4.00 x 1.30 L= 21.10 m. (Km 0+560.00)-(JR. J.F. KENNEDY) 126,741.21

11.01.01 TRABAJOS PRELIMINARES 1,653.88

11.01.01.01 TRAZO NIVEL Y REPLANTEO 166.35 S/. 166.35 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.01.02 LIMPIEZA DE CAUCE AGUAS ARRIBA Y ABAJO DE ALCANTARILLAS 342.00 S/. 342.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.01.03 DESVIO PROVISIONAL DE CAÑO NATURAL 1,145.53 S/. 1,145.53 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02 MOVIMIENTO DE TIERRAS 38,542.91

11.01.02.01 DEMOLICION DE ALCANTARILLA EXISTENTE C/EQUIPO LIVIANO 2,478.68 S/. 2,478.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.02 EXCAVACION DE ZANJA C/EQUIPO H=1.50 - 2.00 M. TN 5,858.17 S/. 5,797.79 S/. 60.38 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.03 EXCAVACION MANUAL EN UÑAS EN LOSA DE CABEZAL 16.88 S/. 16.88 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.04 REFINE Y NIVELACION MANUAL DE FONDOS C/EXCAVACION DE h=0.15m - 0.20m 643.76 S/. 239.99 S/. 403.77 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.05 MEJORAMIENTO DE SUELO CON MATERIAL DE PRESTAMO H:T (70% : 30%) C/EQUIPO LIVIAN 7,190.25 S/. 4,811.00 S/. 2,379.25 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.06 ACARREO DE MATERIAL PROCEDENTE DE EXCAVACION HASTA 30M USANDO CARRETILLA 497.78 S/. 375.35 S/. 122.43 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.07 ELIMINACION DE MATERIAL EXCEDENTE A BOTADERO D=24.19Km. USANDO CARGADOR Y 13,910.92 S/. 13,910.92 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.08 ELIMINACION DE MATERIAL PROVENIENTE DE DEMOLICIÓN A BOTADERO D=24.19Km USA 518.23 S/. 57.75 S/. 460.48 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.09 BOMBEO DE AGUAS RESIDUALES 7,428.24 S/. 7,428.24 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.03 OBRAS DE CONCRETO SIMPLE 3,214.00

11.01.03.01 SOLADO DE CONCRETO E =4" MEZCLA 1:12 CEMENTO-HORMIGON 3,214.00 S/. 0.00 S/. 3,214.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04 OBRAS DE CONCRETO ARMADO 83,330.42

11.01.04.01 LOSA INFERIOR 30,920.61

11.01.04.01.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 20,300.88 S/. 0.00 S/. 20,300.88 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.01.02 ENCOFRADO Y DESENCOFRADO 1,031.58 S/. 629.98 S/. 401.60 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.01.03 ACERO GRADO 60 Fy=4200 Kg/cm2 8,564.35 S/. 8,564.35 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.01.04 JUNTA DE CONSTRUCCIÓN CON WATER STOP PROVISION Y COLOCACIÓN 878.07 S/. 0.00 S/. 878.07 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.01.05 JUNTA DE DILATACIÓN CON WATER STOP ANCHO = 6" PROVISION Y COLOCACIÓN 145.73 S/. 0.00 S/. 145.73 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.02 MUROS LATERALES 19,952.21

11.01.04.02.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 6,110.75 S/. 0.00 S/. 6,110.75 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.02.02 ENCOFRADO Y DESENCOFRADO 5,535.90 S/. 0.00 S/. 5,535.90 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.02.03 ACERO GRADO 60 Fy=4200 Kg/cm2 8,211.58 S/. 8,572.57 -S/. 360.99 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.02.04 JUNTA DE DILATACIÓN CON WATER STOP ANCHO = 6" PROVISION Y COLOCACIÓN 93.98 S/. 0.00 S/. 93.98 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.03 LOSA SUPERIOR 26,000.45

11.01.04.03.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 10,337.50 S/. 0.00 S/. 10,337.50 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.03.02 ENCOFRADO Y DESENCOFRADO 3,779.65 S/. 0.00 S/. 3,779.65 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00





r=3.50

r=3.50

11.01.04.03.03 ACERO GRADO 60 Fy=4200 Kg/cm2 11,302.90 S/. 0.00 S/. 11,302.90 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.03.04 JUNTA DE DILATACIÓN CON WATER STOP ANCHO = 6" PROVISION Y COLOCACIÓN 117.13 S/. 0.00 S/. 117.13 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.03.05 CURADO DE LOSAS DE CONCRETO C/ADITIVO 463.27 S/. 0.00 S/. 463.2711.01.04.04 CABEZALES 3,539.42

11.01.04.04.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 1,839.46 S/. 0.00 S/. 1,839.46 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.04.02 ENCOFRADO Y DESENCOFRADO 364.32 S/. 0.00 S/. 364.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.04.03 ACERO GRADO 60 Fy=4200 Kg/cm2 1,335.64 S/. 0.00 S/. 1,335.64 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.05 UÑAS 489.99

11.01.04.05.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 320.68 S/. 0.00 S/. 320.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.05.02 ENCOFRADO Y DESENCOFRADO 121.44 S/. 121.44 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.05.03 ACERO GRADO 60 Fy=4200 Kg/cm2 47.87 S/. 47.87 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.06 CARPINTERIA METALICA 2,427.74

11.01.04.06.01 BARANDA METALICA DE TUBO GALVANIZADO D=2" x 2mm x h=0.93m. SEG.DIS. I/BASE Y PI 2,427.74 S/. 0.00 S/. 2,427.74 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02 CANALETA TECHADA TIPO ALCANTARILLA N°01 SECC 1.50 x 1.00 L= 18.65 m. (Km 0+280) INTER 28,599.24

11.02.01 TRABAJOS PRELIMINARES 831.26

11.02.01.01 TRAZO NIVEL Y REPLANTEO 49.01 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 49.01 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.01.02 LIMPIEZA DE CAUCE AGUAS ARRIBA Y ABAJO DE ALCANTARILLAS 342.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 342.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.01.03 DESVIO PROVISIONAL DE CAÑO NATURAL 440.25 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 440.25 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02 MOVIMIENTO DE TIERRAS 6,505.68

11.02.02.01 ROTURA DE PAVIMENTO RIGIDO C/EQUIPO LIVIANO E=0.20m. 242.22 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 242.22 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.02 EXCAVACION DE ZANJA C/EQUIPO H=1.50 - 2.00 M. TN 638.48 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 638.48 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.03 EXCAVACION MANUAL EN UÑAS EN LOSA DE CABEZAL 19.62 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 19.62 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.04 REFINE Y NIVELACION MANUAL DE FONDOS C/EXCAVACION DE h=0.15m - 0.20m 189.67 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 189.67 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.05 MEJORAMIENTO DE SUELO CON MATERIAL DE PRESTAMO H:T (70% : 30%) C/EQUIPO LIVIAN 1,058.50 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,058.50 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.06 ACARREO DE MATERIAL PROCEDENTE DE EXCAVACION HASTA 30M USANDO CARRETILLA 155.95 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 155.95 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.07 ELIMINACION DE MATERIAL PROVENIENTE DE DEMOLICIÓN A BOTADERO D=24.19Km USA 95.99 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 95.99 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.08 ELIMINACION DE MATERIAL EXCEDENTE A BOTADERO D=24.19Km. USANDO CARGADOR Y 1,629.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,629.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.09 BOMBEO DE AGUAS RESIDUALES 2,476.08 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,476.08 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.03 OBRAS DE CONCRETO SIMPLE 895.31

11.02.03.01 SOLADO DE CONCRETO E =4" MEZCLA 1:12 CEMENTO-HORMIGON 895.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 895.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04 OBRAS DE CONCRETO ARMADO 20,366.99

11.02.04.01 LOSA INFERIOR 6,499.62

11.02.04.01.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 2,988.57 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,988.57 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.01.02 ENCOFRADO Y DESENCOFRADO 361.23 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 361.23 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.01.03 ACERO GRADO 60 Fy=4200 Kg/cm2 2,312.99 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,312.99 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.01.04 JUNTA DE CONSTRUCCIÓN CON WATER STOP PROVISION Y COLOCACIÓN 791.88 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 791.88 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.01.05 JUNTA DE DILATACIÓN CON WATER STOP ANCHO = 6" PROVISION Y COLOCACIÓN 44.95 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 44.95 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.02 MUROS LATERALES 7,438.45

11.02.04.02.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 2,494.18 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,494.18 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.02.02 ENCOFRADO Y DESENCOFRADO 1,647.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,647.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.02.03 ACERO GRADO 60 Fy=4200 Kg/cm2 3,230.91 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 3,230.91 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.02.04 JUNTA DE DILATACIÓN CON WATER STOP ANCHO = 6" PROVISION Y COLOCACIÓN 66.19 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 66.19 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.03 LOSA SUPERIOR 6,333.81

11.02.04.03.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 2,988.57 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,988.57 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.03.02 ENCOFRADO Y DESENCOFRADO 576.73 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 274.78 S/. 301.95 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.03.03 ACERO GRADO 60 Fy=4200 Kg/cm2 2,724.93 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,724.93 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.03.04 JUNTA DE DILATACIÓN CON WATER STOP ANCHO = 6" PROVISION Y COLOCACIÓN 43.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 43.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.04 UÑAS 95.11

11.02.04.04.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 71.26 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 71.26 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.04.02 ENCOFRADO Y DESENCOFRADO 23.85 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 23.85 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03 CANALETA TECHADA TIPO ALCANTARILLA N°02 SECC 1.60 x 1.20 L= 123.82m. (Km 0+280 AL 0.+403 224,262.85


11.03.01.01 TRAZO NIVEL Y REPLANTEO 361.55 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 361.55 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00





r=3.50

r=3.50

11.03.01.02 LIMPIEZA DE CAUCE AGUAS ARRIBA Y ABAJO DE ALCANTARILLAS 684.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 684.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.01.03 DESVIO PROVISIONAL DE CAÑO NATURAL 704.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 704.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.02 MOVIMIENTO DE TIERRAS 33,991.68

11.03.02.01 EXCAVACION DE ZANJA C/EQUIPO H=1.50 - 2.00 M. TN 6,119.30 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 6,119.30 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.02.02 EXCAVACION MANUAL EN UÑAS EN LOSA DE CABEZAL 16.42 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 16.42 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.02.03 REFINE Y NIVELACION MANUAL DE FONDOS C/EXCAVACION DE h=0.15m - 0.20m 1,399.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,399.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.02.04 MEJORAMIENTO DE SUELO CON MATERIAL DE PRESTAMO H:T (70% : 30%) C/EQUIPO LIVIAN 7,813.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 7,813.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.02.05 ACARREO DE MATERIAL PROCEDENTE DE EXCAVACION HASTA 30M USANDO CARRETILLA 1,069.41 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,069.41 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.02.06 ELIMINACION DE MATERIAL EXCEDENTE A BOTADERO D=24.19Km. USANDO CARGADOR Y 15,097.94 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 15,097.94 S/. 0.00 S/. 0.00 S/. 0.0011.03.02.07 BOMBEO DE AGUAS RESIDUALES 2,476.08 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,476.08 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.03 OBRAS DE CONCRETO SIMPLE 6,604.56

11.03.03.01 SOLADO DE CONCRETO E =4" MEZCLA 1:12 CEMENTO-HORMIGON 6,604.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 6,604.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.04 OBRAS DE CONCRETO ARMADO 181,916.66

11.03.04.01 LOSA INFERIOR 51,623.62

11.03.04.01.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 22,060.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 16,923.06 S/. 5,137.11 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.01.02 ENCOFRADO Y DESENCOFRADO 2,222.57 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,222.57 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.01.03 ACERO GRADO 60 Fy=4200 Kg/cm2 21,642.19 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 21,642.19 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.01.04 JUNTA DE CONSTRUCCIÓN CON WATER STOP PROVISION Y COLOCACIÓN 5,257.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 5,257.40 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.01.05 JUNTA DE DILATACIÓN CON WATER STOP ANCHO = 6" PROVISION Y COLOCACIÓN 441.29 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 441.29 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.02 MUROS LATERALES 80,346.70

11.03.04.02.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 26,469.53 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 26,469.53 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.02.02 ENCOFRADO Y DESENCOFRADO 26,246.05 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 26,246.05 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.02.03 ACERO GRADO 60 Fy=4200 Kg/cm2 26,944.67 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 26,944.67 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.02.04 JUNTA DE DILATACIÓN CON WATER STOP ANCHO = 6" PROVISION Y COLOCACIÓN 686.45 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 686.45 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.03 LOSA SUPERIOR 49,822.01

11.03.04.03.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 22,060.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 22,060.17 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.03.02 ENCOFRADO Y DESENCOFRADO 9,842.38 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 6,685.01 S/. 3,157.37 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.03.03 ACERO GRADO 60 Fy=4200 Kg/cm2 17,478.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 17,478.17 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.03.04 JUNTA DE DILATACIÓN CON WATER STOP ANCHO = 6" PROVISION Y COLOCACIÓN 441.29 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 441.29 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.04 UÑAS 124.33

11.03.04.04.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 80.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 80.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.04.02 ENCOFRADO Y DESENCOFRADO 44.16 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 44.16 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.04 CANALETA TECHADA TIPO ALCANTARILLA N°03 SECC 2.00 x 1.20 L= 150.65m. (Km 0.+406.64 AL 0+ 283,836.45



11.04.02.01 EXCAVACION DE ZANJA C/EQUIPO H=1.50 - 2.00 M. TN 8,686.09 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 8,686.09 S/. 0.00 S/. 0.0011.04.02.02 EXCAVACION MANUAL EN UÑAS EN LOSA DE CABEZAL 13.23 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 13.23 S/. 0.00 S/. 0.0011.04.02.03 REFINE Y NIVELACION MANUAL DE FONDOS C/EXCAVACION DE h=0.15m - 0.20m 2,042.81 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,042.81 S/. 0.00 S/. 0.0011.04.02.04 MEJORAMIENTO DE SUELO CON MATERIAL DE PRESTAMO H:T (70% : 30%) C/EQUIPO LIVIAN 11,406.90 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 11,406.90 S/. 0.00 S/. 0.0011.04.02.05 ACARREO DE MATERIAL PROCEDENTE DE EXCAVACION HASTA 30M USANDO CARRETILLA 1,554.37 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,554.37 S/. 0.00 S/. 0.0011.04.02.06 ELIMINACION DE MATERIAL EXCEDENTE A BOTADERO D=24.19Km. USANDO CARGADOR Y 21,468.61 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 21,468.61 S/. 0.00 S/. 0.0011.04.02.07 BOMBEO DE AGUAS RESIDUALES 2,476.08 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,476.08 S/. 0.00 S/. 0.0011.04.03 OBRAS DE CONCRETO SIMPLE 9,642.81

11.04.03.01 SOLADO DE CONCRETO E =4" MEZCLA 1:12 CEMENTO-HORMIGON 9,642.81 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 9,642.81 S/. 0.00 S/. 0.0011.04.04 OBRAS DE CONCRETO ARMADO 224,629.27

11.04.04.01 LOSA INFERIOR 74,011.33

11.04.04.01.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 32,206.15 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 32,206.15 S/. 0.00 S/. 0.0011.04.04.01.02 ENCOFRADO Y DESENCOFRADO 2,703.48 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,703.48 S/. 0.00 S/. 0.0011.04.04.01.03 ACERO GRADO 60 Fy=4200 Kg/cm2 31,985.96 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 31,985.96 S/. 0.00 S/. 0.0011.04.04.01.04 JUNTA DE CONSTRUCCIÓN CON WATER STOP PROVISION Y COLOCACIÓN 6,396.60 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 6,396.60 S/. 0.00 S/. 0.00





r=3.50

r=3.50

11.04.04.01.05 JUNTA DE DILATACIÓN CON WATER STOP ANCHO = 6" PROVISION Y COLOCACIÓN 719.14 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 719.14 S/. 0.00 S/. 0.0011.04.04.02 MUROS LATERALES 61,875.17

11.04.04.02.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 32,206.15 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 25,494.65 S/. 6,711.50 S/. 0.0011.04.04.02.02 ENCOFRADO Y DESENCOFRADO 7,983.24 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 3,991.62 S/. 3,991.62 S/. 0.0011.04.04.02.03 ACERO GRADO 60 Fy=4200 Kg/cm2 21,228.15 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 21,228.15 S/. 0.00 S/. 0.0011.04.04.02.04 JUNTA DE DILATACIÓN CON WATER STOP ANCHO = 6" PROVISION Y COLOCACIÓN 457.63 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 457.63 S/. 0.00 S/. 0.0011.04.04.03 LOSA SUPERIOR 88,581.19

11.04.04.03.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 32,607.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 32,607.00 S/. 0.0011.04.04.03.02 ENCOFRADO Y DESENCOFRADO 15,966.49 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 15,966.49 S/. 0.0011.04.04.03.03 ACERO GRADO 60 Fy=4200 Kg/cm2 39,288.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 25,852.09 S/. 13,436.47 S/. 0.0011.04.04.03.04 JUNTA DE DILATACIÓN CON WATER STOP ANCHO = 6" PROVISION Y COLOCACIÓN 719.14 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 719.14 S/. 0.00 S/. 0.0011.04.04.04 UÑAS 161.58

11.04.04.04.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 97.99 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 97.99 S/. 0.00 S/. 0.0011.04.04.04.02 ENCOFRADO Y DESENCOFRADO 63.59 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 63.59 S/. 0.00 S/. 0.0012 MURO DE CONTENCION 281,636.50

12.01 TRABAJOS PRELIMINARES 433.59

12.01.01 TRAZO NIVEL Y REPLANTEO 433.59 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 433.59 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.02 MOVIMIENTO DE TIERRAS 33,264.83

12.02.01 EXCAVACION DE ZANJA MANUAL EN TERRENO ARCILLOSO 12,186.14 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 12,186.14 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.02.02 REFINE Y NIVELACION MANUAL DE FONDOS C/EXCAVACION DE h=0.15m - 0.20m 1,677.94 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,677.94 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.02.03 MEJORAMIENTO DE SUELO CON MATERIAL DE PRESTAMO H:T (70% : 30%) C/EQUIPO LIVIANO 9,370.35 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 9,370.35 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.02.04 ELIMINACION DE MATERIAL EXCEDENTE EN CARRETILLA (50 M ) 10,030.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 10,030.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.03 OBRAS DE CONCRETO SIMPLE 5,767.35

12.03.01 SOLADO DE CONCRETO E =3" MEZCLA 1:12 CEMENTO-HORMIGON 5,767.35 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 5,767.35 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.04 OBRAS DE CONCRETO ARMADO 176,482.75

12.04.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 74,878.97 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 68,922.65 S/. 5,956.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.04.02 ENCOFRADO Y DESENCOFRADO 33,021.52 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 27,110.81 S/. 5,910.71 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.04.03 ACERO GRADO 60 Fy=4200 Kg/cm2 68,582.26 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 68,582.26 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.05 JUNTAS DE DILATACIÓN 745.46

12.05.01 JUNTA DE DILATACIÓN CON WATER STOP ANCHO =4" PROVISION Y COLOCACIÓN 745.46 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 745.46 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.06 LLORADORES 8,737.49

12.06.01 FILTRO DE GRAVA D=3/4" - 1" 6,926.93 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 6,321.40 S/. 605.53 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.06.02 TUBERIA PVC SAL 2" L=15cm a 30cm 1,810.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,282.92 S/. 527.64 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.07 CARPINTERIA METALICA 56,205.03

12.07.01 BARANDA METALICA DE TUBO GALVANIZADO D=2" x 2mm x h=0.93m. SEG.DIS. I/BASE Y PINTU 56,205.03 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 56,205.03 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0013 SEÑALIZACIÓN 55,234.38

13.01 SEÑALIZACION HORIZONTAL BLANCA 17,054.80 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 4,902.60 S/. 5,148.24 S/. 7,003.96 S/. 0.0013.02 SEÑALIZACION HORIZONTAL AMARILLA 11,503.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 6,762.10 S/. 4,741.22 S/. 0.0013.03 SEÑALIZACION VERTICAL 26,676.26 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 26,676.26 S/. 0.0014 VARIOS 11,527.49

14.01 LIMPIEZA FINAL DE OBRA 9,712.83 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 9,712.8314.02 PLACA RECORDATORIA 40cm X 60cm (Acrilico I/MURETE) 1,814.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,814.6615 MITIGACION AMBIENTAL 163,485.05

15.01 PROGRAMA DE EDUCACION AMBIENTAL 6,139.67

15.01.01 CAPACITACION DE TRABAJADORES EN EL PLAN DE MANEJO AMBIENTAL 3,856.45 S/. 2,675.78 S/. 1,180.67 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.01.02 INFORMACION Y PARTICIPACION CIUDADANA 2,283.22 S/. 2,283.22 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.02 PROGRAMA DE MANEJO DE RESIDUOS SOLIDOS Y LIQUIDOS 38,350.00

15.02.01 SISTEMA DE SEGREGACIÓN DE RESIDUOS SOLIDOS 12,000.00

15.02.01.01 SUMINISTRO E INSTALACION DE PUNTOS ECOLOGICOS TRIPLLE 53 LITROS. INCLUYE LOGO 12,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 12,000.0015.02.02 SISTEMA DE CONTENERIZACIÓN 26,350.00

15.02.02.01 SUMINISTRO DE CONTENEDOR DE RESIDUOS PELIGROSOS DE 120 LITROS DE CAPACIDAD / 1,350.00 S/. 1,350.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.02.02.02 SUMINISTRO DE CONTENEDOR DE RESIDUOS SOLIDOS DE 800 LITROS DE CAPACIDAD / INC 25,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 25,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.03 PROGRAMA DE SEGUIMIENTO Y CONTROL 17,448.16





r=3.50

r=3.50

15.03.01 RIEGO DEL AREA DE TRABAJO CON CISTERNA DE 1500Gal 12,500.00 S/. 12,500.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.03.02 MONITOREO DE PARTICULAS SUSPENDIDAS 3,534.40 S/. 499.56 S/. 645.32 S/. 2,389.52 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.03.03 MONITOREO DE RUIDOS 1,413.76 S/. 499.56 S/. 645.32 S/. 268.88 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.04 PROGRAMA DE CONTINGENCIAS 38,224.18

15.04.01 CAPACITACION DEL PLAN DE CONTINGENCIAS 1,371.29 S/. 457.10 S/. 0.00 S/. 0.00 S/. 457.10 S/. 0.00 S/. 0.00 S/. 457.10 S/. 0.00 S/. 0.00 S/. 0.0015.04.02 MEJORAMIENTO DE VIAS DE ACCESO Y DESVIO 36,852.89 S/. 12,284.30 S/. 0.00 S/. 0.00 S/. 12,284.30 S/. 0.00 S/. 0.00 S/. 12,284.30 S/. 0.00 S/. 0.00 S/. 0.0015.05 PLAN DE MITIGACION Y PREVENCION 16,191.56

15.05.01 ACONDICIONAMIENTO AMBIENTAL DE MATERIAL EXCEDENTE - BOTADERO (Usando Tractor Oru 12,191.56 S/. 0.00 S/. 788.72 S/. 2,008.02 S/. 2,223.17 S/. 2,151.45 S/. 2,223.17 S/. 2,151.45 S/. 645.58 S/. 0.00 S/. 0.0015.05.02 LETRINAS DE POZO SECO 4,000.00 S/. 4,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.06 CIERRE DE EJECUCION Y ABANDONO 47,131.48

15.06.01 SEMBRADO DE GRAS 38,670.33 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 17,914.39 S/. 3,205.57 S/. 17,550.3715.06.02 PLANTONES, SUMINISTRO Y COLOCACION 8,461.15 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 8,021.30 S/. 439.8516 SEGURIDAD Y SALUD 79,941.28

16.01 ELABORACION, IMPLEMENTACION Y ADMINISTRACION DEL PLAN DE SEGURIDAD Y SALUD EN E 2,000.00 S/. 2,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0016.02 EQUIPOS DE PROTECCIÓN INDIVIDUAL 458.50 S/. 458.50 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0016.03 EQUIPO DE PROTECCION COLECTIVA GRUPO DE 15 56,017.50 S/. 56,013.61 S/. 3.89 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0016.04 SEÑALIZACION TEMPORAL DE SEGURIDAD EN PAVIMENTOS 14,745.28 S/. 14,745.28 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0016.05 CAPACITACION EN SEGURIDAD Y SALUD 3,000.00 S/. 3,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0016.06 RECURSOS PARA RESPUESTA ANTE EMERGENCIAS EN SEGURIDAD Y SALUD DURANTE EL TRA 3,720.00 S/. 3,720.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001 INSTALACIÓNES ELÉCTRICAS 137,104.48

01.01 SISTEMA ELECTRICO DE MEDIA TENSION 31,748.98

01.01.01 AV. JHON F. KENNEDY, DESDE AV. CENTENARIO HASTA LA AV. AMAZONAS 20,818.96

01.01.01.01 DESMONTAJE DE ESTRUCTURA DE C.A.C. 13/400 2,971.99 S/. 2,971.99 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.02 DESMONTAJE DE MENSULAS DE C.A.V. 1.50M. 1,316.07 S/. 1,316.07 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.03 DESMONTAJE DE AISLADORES TIPO PIN 657.93 S/. 657.93 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.04 EXCAVACION DE HOYOS PARA POSTE DE CONCRETO DE 13 M 606.83 S/. 606.83 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.05 MONTAJE DE ESTRUCTURA DE POSTE DE CONCRETO C.A.C. 13/400 3,017.42 S/. 3,017.42 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.06 INSTALACION DE MENSULAS 7,091.07 S/. 952.07 S/. 6,139.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.07 INSTALACION DE AISLADORES TIPO PIN 1,313.13 S/. 396.73 S/. 916.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.08 REUBICACION DE CONDUCTOR AAAC EXISTENTE 990.34 S/. 916.62 S/. 73.72 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.09 REUBICACION DE RETENIDA 354.18 S/. 0.00 S/. 354.18 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.10 DERECHOS DE CORTE Y CONEXIÓN MEDIA TENSION 2,500.00 S/. 2,500.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.02 AV. JHON F. KENNEDY, DESDE LA AV. AMAZONAS HASTA LA AV. UNION 2,235.66

01.01.02.01 DESMONTAJE DE POSTE DE ALINEAMIENTO DE C.A.C. 12/200 791.74 S/. 791.74 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.02.02 DESMONTAJE DE CRUCETA DE C.A.V. 1.50M 267.28 S/. 267.28 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.02.03 TRANSPORTE DE POSTES Y ACCSESORIO DE CONCRETO AL ALMACEN DEL ELECTRO UCAY 1,176.64 S/. 1,176.64 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03 AV. JHON F. KENNEDY, DESDE LA AV. UNION HASTA LA AV. AGUSTO B. LEGUIA 8,694.36

01.01.03.01 DESMONTAJE DE ESTRUCTURA DE C.A.C. 13/400 849.14 S/. 0.00 S/. 849.14 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.02 DESMONTAJE DE MENSULAS DE C.A.V. 1.50M. 376.02 S/. 0.00 S/. 376.02 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.03 DESMONTAJE DE AISLADORES TIPO PIN 187.98 S/. 0.00 S/. 187.98 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.04 EXCAVACION DE HOYOS PARA POSTE DE CONCRETO DE 13 M 173.38 S/. 0.00 S/. 173.38 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.05 MONTAJE DE ESTRUCTURA DE POSTE DE CONCRETO C.A.C. 13/400 862.12 S/. 0.00 S/. 862.12 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.06 INSTALACION DE MENSULAS 2,026.02 S/. 0.00 S/. 2,026.02 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.07 INSTALACION DE AISLADORES TIPO PIN 375.18 S/. 0.00 S/. 375.18 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.08 REUBICACION DE CONDUCTOR AAAC EXISTENTE 990.34 S/. 0.00 S/. 990.34 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.09 REUBICACION DE RETENIDA 354.18 S/. 0.00 S/. 354.18 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.10 DERECHOS DE CORTE Y CONEXIÓN MEDIA TENSION 2,500.00 S/. 0.00 S/. 2,500.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02 SISTEMA ELECTRICO DE BAJA TENSION 36,919.46


01.02.01.01 DESMONTAJE DE POSTE DE 8 M 1,789.68 S/. 0.00 S/. 0.00 S/. 1,789.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.02 DESMONTAJE DE EQUIPOS DE ALUMBRADO PUBLICO 361.02 S/. 0.00 S/. 0.00 S/. 361.02 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.03 DESMONTAJE DE RETENIDA SIMPLE 203.32 S/. 0.00 S/. 0.00 S/. 203.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.04 EXCAVACION DE HOYOS PARA POSTE DE CONCRETO DE 8 M 410.52 S/. 0.00 S/. 0.00 S/. 410.52 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00





r=3.50

r=3.50

01.02.01.05 REUBICACION DE ACCESORIOS POSTES BAJA TENSION 8/300 506.22 S/. 0.00 S/. 0.00 S/. 506.22 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.06 REUBICACION DE ACCESORIOS DE ALUMBRADO PUBLICO 427.86 S/. 0.00 S/. 0.00 S/. 427.86 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.07 REUBICACION DE RETENIDA 1,416.72 S/. 0.00 S/. 0.00 S/. 1,416.72 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.08 REUBICACION POZO DE PUESTA A TIERRA 827.33 S/. 0.00 S/. 0.00 S/. 827.33 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.09 MONTAJE DE POSTE DE C.A.C. DE 8 M. 1,944.30 S/. 0.00 S/. 0.00 S/. 1,944.30 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.10 VARIOS 160.02

01.02.01.10.01 ELIMINACION DE MATERIAL EXCEDENTE 160.02 S/. 0.00 S/. 0.00 S/. 160.02 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02 AV. JHON F. KENNEDY, DESDE LA AV. AMAZONAS HASTA LA AV. UNION 9,456.31

01.02.02.01 DESMONTAJE DE POSTE DE 8 M 1,789.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,789.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.02 DESMONTAJE DE EQUIPOS DE ALUMBRADO PUBLICO 361.02 S/. 0.00 S/. 0.00 S/. 0.00 S/. 361.02 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.03 DESMONTAJE DE RETENIDA SIMPLE 101.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 101.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.04 EXCAVACION DE HOYOS PARA POSTE DE CONCRETO DE 8 M 547.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 547.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.05 REUBICACION DE ACCESORIOS POSTES BAJA TENSION 8/300 674.96 S/. 0.00 S/. 0.00 S/. 0.00 S/. 674.96 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.06 REUBICACION DE ACCESORIOS DE ALUMBRADO PUBLICO 570.48 S/. 0.00 S/. 0.00 S/. 0.00 S/. 570.48 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.07 REUBICACION DE RETENIDA 708.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 708.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.08 REUBICACION POZO DE PUESTA A TIERRA 827.33 S/. 0.00 S/. 0.00 S/. 0.00 S/. 827.33 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.09 MONTAJE DE POSTE DE C.A.C. DE 8 M. 2,592.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,592.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.10 POSTE DE C.A.C. DE 8/300 1,069.70 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,069.70 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.11 VARIOS 213.36

01.02.02.11.01 ELIMINACION DE MATERIAL EXCEDENTE 213.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 213.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03 AV. JHON F. KENNEDY, DESDE LA AV. UNION HASTA LA AV. AGUSTO B. LEGUIA 19,416.16

01.02.03.01 DESMONTAJE DE POSTE DE 8 M 5,369.04 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 5,369.04 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.02 DESMONTAJE DE EQUIPOS DE ALUMBRADO PUBLICO 782.21 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 782.21 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.03 DESMONTAJE DE RETENIDA SIMPLE 203.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 203.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.04 EXCAVACION DE HOYOS PARA POSTE DE CONCRETO DE 8 M 1,231.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,231.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.05 REUBICACION DE ACCESORIOS POSTES BAJA TENSION 8/300 1,518.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,518.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.06 REUBICACION DE ACCESORIOS DE ALUMBRADO PUBLICO 927.03 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 463.52 S/. 463.52 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.07 REUBICACION DE RETENIDA 1,416.72 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 964.25 S/. 452.47 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.08 REUBICACION POZO DE PUESTA A TIERRA 1,654.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,654.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.09 MONTAJE DE POSTE DE C.A.C. DE 8 M. 5,832.90 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 5,832.90 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.10 VARIOS 480.06

01.02.03.10.01 ELIMINACION DE MATERIAL EXCEDENTE 480.06 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 480.06 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03 SISTEMA TELEFONICO 19,231.20


01.03.01.01 DESMONTAJE DE POSTES 9/300 681.48 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 681.48 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.01.02 EXCAVACION DE HOYOS PARA POSTE DE CONCRETO DE 9 M 256.59 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 256.59 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.01.03 MONTAJE DE POSTES 9/300 706.62 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 706.62 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.01.04 REUBICACION DE ACCESORIOS Y CONDUCTORES EN POSTE DE TELEFONO 507.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 507.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.01.05 REUBICACION DE RETENIDA. 354.18 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 354.18 S/. 0.00 S/. 0.00 S/. 0.0001.03.01.06 PRUEBAS Y PUESTA EN SERVICIO 3,041.69

01.03.01.06.01 PRUEBAS Y PUESTA EN SERVICIO 461.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 461.68 S/. 0.00 S/. 0.00 S/. 0.0001.03.01.06.02 DERECHOS DE CORTE TELEFONICO 2,500.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,500.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.01.06.03 VARIOS 80.01

01.03.01.06.03.01 ELIMINACION DE MATERIAL EXCEDENTE 80.01 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 80.01 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.02 AV. JHON F. KENNEDY, DESDE LA AV. AMAZONAS HASTA LA AV. UNION 4,804.10


01.03.02.06.01 PRUEBAS Y PUESTA EN SERVICIO 461.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 461.68 S/. 0.00 S/. 0.00 S/. 0.0001.03.02.06.02 DERECHOS DE CORTE TELEFONICO 2,500.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,500.00 S/. 0.00 S/. 0.00 S/. 0.00





r=3.50

r=3.50

01.03.02.06.03 VARIOS 53.34

01.03.02.06.03.01 ELIMINACION DE MATERIAL EXCEDENTE 53.34 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 53.34 S/. 0.00 S/. 0.00 S/. 0.0001.03.03 AV. JHON F. KENNEDY, DESDE LA AV. UNION HASTA LA AV. AGUSTO B. LEGUIA 8,878.88

01.03.03.01 DESMONTAJE DE POSTES 9/300 1,590.12 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,590.12 S/. 0.00 S/. 0.00 S/. 0.0001.03.03.02 EXCAVACION DE HOYOS PARA POSTE DE CONCRETO DE 9 M 598.71 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 598.71 S/. 0.00 S/. 0.00 S/. 0.0001.03.03.03 MONTAJE DE POSTES 9/300 1,648.78 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,648.78 S/. 0.00 S/. 0.00 S/. 0.0001.03.03.04 REUBICACION DE ACCESORIOS Y CONDUCTORES EN POSTE DE TELEFONO 1,184.54 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,184.54 S/. 0.00 S/. 0.00 S/. 0.0001.03.03.05 REUBICACION DE RETENIDA. 708.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 708.36 S/. 0.00 S/. 0.0001.03.03.06 PRUEBAS Y PUESTA EN SERVICIO 3,148.37

01.03.03.06.01 PRUEBAS Y PUESTA EN SERVICIO 461.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 176.78 S/. 284.90 S/. 0.00 S/. 0.0001.03.03.06.02 DERECHOS DE CORTE TELEFONICO 2,500.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,500.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.03.06.03 VARIOS 186.69

01.03.03.06.03.01 ELIMINACION DE MATERIAL EXCEDENTE 186.69 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 186.69 S/. 0.00 S/. 0.00 S/. 0.0001.04 SEMAFOROS 49,204.84

01.04.01 SEMAFOROS DOBLES TIPO LEDs 10 W 22,522.16 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 12,198.86 S/. 10,323.30 S/. 0.00 S/. 0.0001.04.02 SEMAFOROS SIMPLE TIPO LEDs 10 W 3,524.48 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 3,524.48 S/. 0.00 S/. 0.0001.04.03 POSTES DE Fº CUADRADO DE 6"ø X 6M 4,149.12 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 4,149.12 S/. 0.00 S/. 0.0001.04.04 TABLERO DE CONTROL 4,634.28 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 4,634.28 S/. 0.00 S/. 0.00 S/. 0.0001.04.05 MEDIDOR DE ENERGIA MONOFASICO 1,450.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,450.66 S/. 0.00 S/. 0.00 S/. 0.0001.04.06 CONDUCTOR ELECTRICO 2 - 1 X 6 mm2 NYY 2,128.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,128.00 S/. 0.00 S/. 0.00 S/. 0.0001.04.07 CONDUCTOR ELECTRICO 2 - 1x 6 MM2 NYY EN CRUCE DE CALLES 2,439.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,439.00 S/. 0.00 S/. 0.00 S/. 0.0001.04.08 ALIMENTACION AL MEDIDOR DE ENERGIA 285.88 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 285.88 S/. 0.00 S/. 0.00 S/. 0.0001.04.09 POZO DE PUESTA A TIERRA 1,655.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,655.66 S/. 0.00 S/. 0.00 S/. 0.0001.04.10 EXCAVACION DE ZANJA 1,901.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,080.13 S/. 820.87 S/. 0.00 S/. 0.0001.04.11 RELLENO DE ZANJA INCL. PROTECCION CON LADRILO Y C. SEÑAL 2,277.50 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,277.50 S/. 0.00 S/. 0.0001.04.12 ESTRUCTURA SOPORTE DE SEMAFOROS 1,500.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,500.00 S/. 0.00 S/. 0.0001.04.13 PRUEBAS Y PUESTA EN SERVICIO 737.10

01.04.13.01 PRUEBAS Y PUESTA EN SERVICIO DE SEMAFORO 737.10 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 737.10 S/. 0.00 S/. 0.0001 AGUA POTABLE 234,058.01

01.01 TRABAJOS PROVISIONALES 1,155.20

01.01.01 TRANQUERA T/BARANDA 2.4x2.1M PROV. P/ZEÑALIZACION-PROTECCION DE OBRA. 1,155.20 S/. 1,155.20 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02 REDES DE DISTRIBUCIÓN DE AGUA POTABLE 155,962.04

01.02.01 OBRAS PRELIMINARES 4,040.73

01.02.01.01 TRAZO NIVELES Y REPLANTEO. 4,040.73 S/. 4,040.73 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02 MOVIMIENTO DE TIERRAS 80,592.70

01.02.02.01 EXCAVACIÓN DE ZANJA C/EQ. P/AGUA TUB. Ø 110MM TN. A= 0.60M H<1.40 M. 20,612.46 S/. 18,817.11 S/. 1,795.35 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.02 REFINE Y NIVELACIÓN DE ZANJAS PARA TUB. Ø 110MM A=0.60M. 6,367.69 S/. 6,367.69 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.03 RELLENO Y CAMA DE ARENA PARA TUBERÍA Ø110MM. E=0.40M. A= 0.60M. 26,225.46 S/. 0.00 S/. 26,225.46 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.04 RELLENO DE ZANJA C/MAT. PROPIO SELEC. EN TUB. Ø 110MM H<1.40M. 19,109.16 S/. 0.00 S/. 24,560.91 -S/. 5,451.75 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.05 ELIMINACION DE MATERIAL EXCEDENTE C/EQUIPO. 8,277.93 S/. 0.00 S/. 0.00 S/. 8,277.93 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03 TUBERIA, SUMINISTRO E INSTALACIÓN 38,363.39

01.02.03.01 SUMINISTRO E INSTALACIÓN DE TUBERIA Ø110MM. PVC-UF ISO 4422 C-7.5 33,552.24 S/. 31,077.22 S/. 2,475.02 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.02 PRUEBA HIDRAULICA Y DESINFECCION 4,811.15 S/. 0.00 S/. 4,811.15 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04 SUMINISTRO E INSTALACIÓN DE ACCESORIOS H° D° Y PVC 11,780.95

01.02.04.01 CRUZ DE H.D Ø 110x110mm 1,867.28 S/. 1,813.99 S/. 53.29 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04.02 TEE DE H.D. Ø110x110MM. 4,238.20 S/. 4,238.20 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04.03 CODO DE H.D. Ø 110MM x 90º 693.64 S/. 693.64 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04.04 CODO DE H.D. Ø 110MM x 45º 306.82 S/. 306.82 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04.05 CODO DE H.D. Ø 110MM x 22.5º 1,584.10 S/. 1,584.10 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04.06 YEE DE H.D. Ø 110MM x 45º 173.41 S/. 173.41 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04.07 TAPON PVC U/F Ø110 MM. 186.30 S/. 186.30 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04.08 DADO DE CONCRETO PARA ANCLAJE DE ACCESORIOS F´C=140KG/CM2 2,731.20 S/. 2,731.20 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.05 SUMINISTRO E INSTALACION DE VÁLVULAS DE HIERRO DUCTIL 17,055.09





r=3.50

r=3.50

01.02.05.01 VALVULA HD Ø 110MM. ISO-LUFLEX 6,286.95 S/. 0.00 S/. 5,643.56 S/. 643.39 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.05.02 DADO DE CONCRETO PARA ANCLAJE DE ACCESORIOS F´C=140KG/CM2 512.10 S/. 0.00 S/. 403.06 S/. 109.04 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.05.03 CAMARA DE CONCRETO ARMADO PARA VÁLVULA DE AGUA. 10,256.04 S/. 0.00 S/. 0.00 S/. 10,256.04 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.06 SUMINISTRO E INSTALACION DE HIDRANTES 4,129.18

01.02.06.01 HIDRANTE HD 02 BOCAS DN 110 MM C/EMPALME A TUB. DN 100MM 4,015.38 S/. 0.00 S/. 4,015.38 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.06.02 DADO DE CONCRETO PARA ANCLAJE DE ACCESORIOS F´C=140KG/CM2 113.80 S/. 0.00 S/. 113.80 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03 CONEXIONES DOMICILIARIAS DE AGUA POTABLE 76,940.77


01.03.01.01 TRAZO NIVELES Y REPLANTEO. 2,145.95 S/. 2,010.70 S/. 135.25 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.01.02 CINTA SEÑALIZADORA PARA LIMITE DE SEGURIDAD 651.30 S/. 499.99 S/. 151.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.02 MOVIMIENTO DE TIERRAS 34,289.41

01.03.02.01 EXCAVACIÓN DE ZANJA C/ EQ. P/AGUA TUB. CONEX. DOM. TN. A= 0.40CM 10,838.30 S/. 7,742.56 S/. 3,095.74 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.02.02 REFINE Y NIVELACION DE ZANJAS PARA CONEX. DOM. 1,386.10 S/. 685.93 S/. 700.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.02.03 RELLENO Y COLOCACIÓN CAMA DE ARENA PARA TUBERÍA Ø90MM. E=0.30 M. 11,289.20 S/. 7,006.63 S/. 4,282.57 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.02.04 RELLENO DE ZANJA C/MAT. PROPIO SELEC. EN CONEX. DOM. 9,310.25 S/. 1,838.44 S/. 7,471.81 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.02.05 ELIMINACION DE MATERIAL EXCEDENTE C/EQUIPO. 1,465.56 S/. 0.00 S/. 1,465.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.03 CONEXIONES DOMICILIARIAS 25,959.50

01.03.03.01 CONEXIONES DOMICILIARIAS CORTAS (PROM. 5.00M) 18,956.30 S/. 15,756.09 S/. 3,200.21 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.03.02 CONEXIONES DOMICILIARIAS LARGAS (PROM. 15.00M) 7,003.20 S/. 5,591.29 S/. 1,411.91 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.04 PRUEBA HIDRÁULICA Y DESINFECCIÓN EN CONEXIONES 2,555.10

01.03.04.01 PRUEBA HIDRAULICA Y DESINFECCION 2,555.10 S/. 0.00 S/. 2,555.10 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.05 MEDIDORES DE AGUA 11,339.51

01.03.05.01 SUMINISTRO E INSTALACION DE MEDIDORES DE AGUA 11,339.51 S/. 0.00 S/. 11,339.51 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002 ALCANTARILLADO SANITARIO 366,720.19


02.01.01 TRANQUERA T/BARANDA 2.4x2.1M PROV. P/ZEÑALIZACION-PROTECCION DE OBRA. 1,155.20 S/. 1,155.20 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02 REDES DE DESAGUE 365,564.99


02.02.01.01 TRAZO NIVELES Y REPLANTEO REDES DE DESAGUE. 3,997.35 S/. 0.00 S/. 3,997.35 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.01.02 CINTA SEÑALIZADORA PARA LIMITE DE SEGURIDAD 971.32 S/. 0.00 S/. 971.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02 COLECTORES PRINCIPALES 264,184.23

02.02.02.01 MOVIMIENTO DE TIERRAS 132,943.09

02.02.02.01.01 EXCAVACIÓN PARA CAJAS CONDOMINIALES 332.68 S/. 0.00 S/. 332.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.02 EXCAVACIÓN PARA BUZONES 4,733.11 S/. 0.00 S/. 1,600.81 S/. 3,132.30 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.03 EXCAVACIÓN DE ZANJA C/ EQ. TN. A= 0.60M H< 1.19M.(COND.) 2,582.76 S/. 0.00 S/. 637.87 S/. 1,944.89 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.04 EXCAVACION DE ZANJA C/EQ. TN. A=0.60M H= 1.50M 2,367.03 S/. 0.00 S/. 467.24 S/. 1,899.79 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.05 EXCAVACIÓN DE ZANJA C/EQ. TN. A= 0.60M H= 1.51-2.00 M 5,923.85 S/. 0.00 S/. 0.00 S/. 5,923.85 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.06 EXCAVACION DE ZANJA C/EQ.TN. A= 0.80M H= 2.01-2.50 M 5,985.96 S/. 0.00 S/. 0.00 S/. 590.09 S/. 5,395.87 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.07 EXCAVACIÓN DE ZANJA C/EQ. TN. A=1.00M H= 3.01-3.50 M 2,368.27 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,368.27 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.08 EXCAVACIÓN DE ZANJA C/EQ. TN A=1.00M H= 3.51-4.00 M 1,472.77 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,472.77 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.09 EXCAVACIÓN DE ZANJA C/EQ. TN. A=1.00M H= 4.01-4.50 M. 3,665.27 S/. 0.00 S/. 0.00 S/. 0.00 S/. 3,665.27 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.10 EXCAVACIÓN DE ZANJA C/EQ. TN. A= 1.20M H= 5.01-5.50 M 7,651.03 S/. 0.00 S/. 0.00 S/. 0.00 S/. 5,327.77 S/. 2,323.26 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.11 REFINE Y NIVELACIÓN FONDO DE ZANJA TN A=1.00M. 7,322.95 S/. 0.00 S/. 1,153.71 S/. 6,169.24 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.12 RELLENO Y CAMA DE ARENA MANUAL E=0.30 M. A=1.00 M. 16,885.51 S/. 0.00 S/. 0.00 S/. 13,332.81 S/. 3,552.70 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.13 RELLENO COMPACTADO ZANJA TN HASTA 0.80M. PROF. 2,594.74 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,594.74 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.14 RELLENO COMPACTADO ZANJA TN HASTA 1.19M. PROF. 1,229.62 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,229.62 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.15 RELLENO COMPACTADO ZANJA TN HASTA 1.50M. PROF. 2,673.63 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,673.63 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.16 RELLENO COMPACTADO ZANJA TN HASTA 2.00M. PROF. 6,701.50 S/. 0.00 S/. 0.00 S/. 0.00 S/. 954.24 S/. 5,747.26 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.17 RELLENO COMPACTADO ZANJA TN HASTA 2.50M. PROF. 7,866.97 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 7,866.97 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.18 RELLENO COMPACTADO ZANJA TN HASTA 3.50M. PROF.. 2,306.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 315.86 S/. 1,990.72 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.19 RELLENO COMPACTADO ZANJA TN HASTA 4.00M. PROF. 1,376.94 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,376.94 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.20 RELLENO COMPACTADO ZANJA TN HASTA 4.50M. PROF. 5,321.95 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 5,321.95 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.21 RELLENO COMPACTADO ZANJA TN HASTA 5.50M. PROF. 14,493.01 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 14,493.01 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00





r=3.50

r=3.50

02.02.02.01.22 ENTIBADO CORRIDO DE ZANJAS DE H=2.5M HASTA 7.00 PROF. TN 9,998.12 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 9,503.91 S/. 494.21 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.23 ELIMINACION DE MATERIAL EXCEDENTE C/EQUIPO. 17,088.84 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 12,506.24 S/. 4,582.60 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.02 SUMINISTRO E INSTALACIÓN DE TUBERÍAS 66,657.98

02.02.02.02.01 SUM. E INST. TUBERIA PVC-UF DESAGUE ISO-4435 S-20 Ø 200 MM. 61,869.33 S/. 0.00 S/. 0.00 S/. 0.00 S/. 56,244.19 S/. 5,625.14 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.02.02 PRUEBA HIDR.NIVELACION, ALINEAMIENTO Y DEFLEXION. TUBERIA DN 200 MM 4,788.65 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 4,788.65 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.03 CONSTRUCCION DE BUZONES 60,373.92

02.02.02.03.01 BUZONES DE CONCRETO "A" DE H= 1.20 HASTA 1.50 M 13,076.64 S/. 0.00 S/. 0.00 S/. 13,076.64 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.03.02 BUZONES DE CONCRETO "A" DE H= 1.51 HASTA 2.00 M 14,327.11 S/. 0.00 S/. 0.00 S/. 8,946.60 S/. 5,380.51 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.03.03 BUZONES DE CONCRETO "A" DE H= 2.01 HASTA 2.50 M 10,122.60 S/. 0.00 S/. 0.00 S/. 0.00 S/. 10,122.60 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.03.04 BUZONES DE CONCRETO "A" DE H= 2.51 HASTA 3.00 M 2,528.80 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,528.80 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.03.05 BUZONES DE CONCRETO "B" DE H= 4.01 HASTA 4.50 M 11,167.71 S/. 0.00 S/. 0.00 S/. 0.00 S/. 11,167.71 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.03.06 BUZONES DE CONCRETO "B" DE H= 5.01 HASTA 5.50 M 4,575.53 S/. 0.00 S/. 0.00 S/. 0.00 S/. 3,341.17 S/. 1,234.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.03.07 BUZONES DE CONCRETO "B" DE H= 5.51 HASTA 6.00 M 4,575.53 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 4,575.53 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.04 CAIDAS ESPECIALES 4,209.24

02.02.02.04.01 CAIDA ESPECIAL P/ BUZON CON TUBERIA PVC Ø 200MM HASTA 2.00M PROF. 468.21 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 468.21 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.04.02 CAIDA ESPECIAL P/ BUZON CON TUBERIA PVC Ø 200MM HASTA 3.00M PROF. 2,336.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,336.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.04.03 CAIDA ESPECIAL P/ BUZON CON TUBERIA PVC Ø 200MM T.S. HASTA 5.0M PROF. T.N. 1,404.63 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,404.63 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03 CONEXIONES DOMICILIARIAS DE DESAGUE 96,412.09

02.02.03.01 TRABAJOS PRELIMINARES 1,870.96

02.02.03.01.01 TRAZO NIVELES Y REPLANTEO. 1,870.96 S/. 0.00 S/. 1,870.96 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03.02 MOVIMIENTO DE TIERRAS 40,433.12

02.02.03.02.01 EXCAVACION DE ZANJA CON EQUIPO H<2.0M p/conexion domic. 8,080.80 S/. 0.00 S/. 8,080.80 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03.02.02 REFINE Y NIVELACION FONDO DE ZANJA TN A=0.60M. 3,545.36 S/. 0.00 S/. 3,545.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03.02.03 RELLENO Y CAMA DE ARENA MANUAL E=0.30 M. A=1.00 M. 8,342.88 S/. 0.00 S/. 7,312.38 S/. 1,030.50 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03.02.04 RELLENO COMPACTADO ZANJA TN HASTA 2.00M. PROF. 12,798.24 S/. 0.00 S/. 4,285.39 S/. 8,512.85 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03.02.04 ELIMINACION DE MATERIAL EXCEDENTE C/EQUIPO. 7,665.84 S/. 0.00 S/. 0.00 S/. 7,665.84 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03.03 CONEXIONES DOMICILIARIAS 47,909.35

02.02.03.03.01 CONEXION DOMICILIARIA DE DESAGUE (INC. T/ LOS ACCES.) 47,909.35 S/. 0.00 S/. 47,909.35 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03.04 CONEXIONES DOMICILIARIAS 6,198.66

02.02.03.04.01 CONEXION CONDOMINIAL DE DESAGUE D=0.60M 6,198.66 S/. 0.00 S/. 6,198.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00COSTO DIRECTO 6,865,439.72 2,533,581.56 1,311,390.84 399,366.95 460,243.29 736,877.61 581,828.63 363,417.13 313,635.89 123,580.12 41,517.71COSTO DIRECTO TOTAL 6,865,439.72 2,533,581.56 1,311,390.84 399,366.95 460,243.29 736,877.61 581,828.63 363,417.13 313,635.89 123,580.12 41,517.71GASTOS GENERALES 10.00% 686,543.97 253,358.16 131,139.08 39,936.70 46,024.33 73,687.76 58,182.86 36,341.71 31,363.59 12,358.01 4,151.77UTILIDAD 10.00% 686,543.97 253,358.16 131,139.08 39,936.70 46,024.33 73,687.76 58,182.86 36,341.71 31,363.59 12,358.01 4,151.77SUB TOTAL 8,238,527.66 3,040,297.87 1,573,669.01 479,240.35 552,291.94 884,253.13 698,194.35 436,100.55 376,363.06 148,296.14 49,821.25IGV 18% 1,482,934.98 547,253.62 283,260.42 86,263.26 99,412.55 159,165.56 125,674.98 78,498.10 67,745.35 26,693.31 8,967.83PRESUPUESTO TOTAL 9,721,462.64 3,587,551.50 1,856,929.43 565,503.61 651,704.49 1,043,418.69 823,869.34 514,598.65 444,108.41 174,989.45 58,789.08PORCENTAJE DE AVANCE 36.90% 19.10% 5.82% 6.70% 10.73% 8.47% 5.29% 4.57% 1.80% 0.60%PORCENTAJE DE AVANCE ACUMULADO. 36.90% 56.00% 61.82% 68.53% 79.26% 87.73% 93.03% 97.60% 99.40% 100.00%



CLIENTE : GOBIERNO REGIONAL DE UCAYALIFECHA Jan-14


OBRAS CIVILES

01 OBRAS PRELIMINARES 26,540.76

01.01 ALMACEN DE OBRA 12,429.00 S/. 12,429.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02 CASETA DE GUARDIANIA 1,325.76 S/. 1,325.76 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03 COMEDORES Y VESTUARIOS 10,786.00 S/. 10,786.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.04 AGUA PARA CAMPAMENTO 2,000.00 S/. 2,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002 TRABAJOS PRELIMINARES 101,232.19

02.01 MOVILIZACION Y DESMOVILIZACION DE EQUIPO PESADO DE RODAMIENTO PROPIO 12,580.00 S/. 12,580.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02 MOVILIZACION Y DESMOVILIZACION DE EQUIPO PESADO EN CAMA BAJA 30Tn. 4,800.00 S/. 4,800.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.03 TRANSPORTE DE MATERIALES, EQUIPOS LIVIANOS Y HERRAMIENTAS - LOCAL 24,614.49 S/. 24,614.49 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.04 SEÑALIZACION INFORMATIVA DE DESVIO Y SEGURIDAD EN ZONA DE TRABAJO P/PAVIMENTOS 6,402.00 S/. 5,763.73 S/. 71.15 S/. 73.52 S/. 71.15 S/. 73.52 S/. 73.52 S/. 71.15 S/. 73.52 S/. 71.15 S/. 59.5902.05 LIMPIEZA DE TERRENO CON EQUIPO PESADO 4,986.18 S/. 4,986.18 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.06 TALA Y RETIRO DE ARBOLES 2,906.66 S/. 2,906.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.07 ELIMINACION DE MATERIAL ORGANICO (DESMONTE Y BASURA) D=25.23Km. USANDO CARGADOR Y VOLQUETE DE 14M3 21,115.78 S/. 21,115.78 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.08 CARTEL DE OBRA (3.00 x 5.00) BANNER INC. MATERIALES 1,833.46 S/. 1,833.46 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.09 ENERGIA ELECTRICA PARA LA CONSTRUCCION 10,000.00 S/. 10,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.10 TRAZO NIVELACION Y REPLANTEO PRELIMINAR P/PAVIMENTO 11,993.62 S/. 2,518.04 S/. 1,560.84 S/. 1,612.86 S/. 1,560.84 S/. 1,612.86 S/. 1,612.86 S/. 1,515.31 S/. 0.00 S/. 0.00 S/. 0.0003 DEMOLICIONES 32,475.90

03.01 DEMOLICION DE VEREDAS DE 0.10 M. C/EQUIPO LIVIANO 13,796.83 S/. 13,796.83 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0003.02 DEMOLICION DE MARTILLOS DE 0.10 M. C/EQUIPO LIVIANO 3,052.01 S/. 3,052.01 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0003.03 DEMOLICION DE ALCANTARILLA EXISTENTE C/EQUIPO LIVIANO 2,512.75 S/. 2,512.75 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0003.04 DEMOLICION Y DESMONTAJE DE ALCANTARILLAS TUBULARES C/EQUIPO PESADO 152.22 S/. 152.22 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0003.05 DEMOLICION DE ESTRUCTURA DE CONCRETO EXISTENTE C/EQUIPO LIVIANO 2,033.09 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,033.09 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0003.06 ROTURA DE PAVIMENTO RIGIDO C/EQUIPO LIVIANO E=0.20m. 2,564.31 S/. 2,564.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0003.07 ELIMINACION DE MATERIAL PROVENIENTE DE DEMOLICIÓN A BOTADERO D=25.23Km USANDO CARGADOR Y VOLQUETE DE 14M3 8,364.69 S/. 8,364.69 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004 MOVIMIENTO DE TIERRAS 618,411.59

04.01 TRAZO NIVELACION Y REPLANTEO 3 ETAPAS (EXCAVACIÓN, RELLENO, PAVIMENTO) 41,123.29 S/. 4,244.44 S/. 6,008.77 S/. 6,209.07 S/. 6,008.77 S/. 6,209.07 S/. 6,209.07 S/. 6,008.77 S/. 225.33 S/. 0.00 S/. 0.0004.02 CORTE DE TERRENO A NIVEL DE SUB RASANTE MEJORADA C/EQUIPO PESADO (Zona Selva Baja) 33,469.06 S/. 17,236.57 S/. 16,232.49 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004.03 CORTE DE TERRENO DE MATERIAL EXPANSIVO C/EQUIPO PESADO (Zona Selva Baja) 16,487.27 S/. 7,556.67 S/. 8,930.60 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004.04 CORTE MASIVO H>2.5m. EN TERRENO DE MATERIAL ORGANICO C/EQUIPO PESADO (Zona Selva Baja). 14,590.64 S/. 4,741.96 S/. 9,848.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004.05 RELLENO Y COMP. C/MATERIAL PROPIO C/ EQUIPO PESADO PARA NIVELAR SUB RASANTE (Zona Selva) 64,244.27 S/. 43,241.63 S/. 21,002.64 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004.06 MEJORAMIENTO DE SUB RASANTE C/MATERIAL DE PRESTAMO (ARCILLA - LIMOS) C/ EQUIPO PESADO Zona Selva Baja 261,098.00 S/. 220,400.51 S/. 40,697.49 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004.07 COMPACTACION Y CONFORMACION DE SUB-RASANTE 36,389.19 S/. 15,853.19 S/. 20,536.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0004.08 ELIMINACION DE MATERIAL EXCEDENTE A BOTADERO D=25.23Km. USANDO CARGADOR Y VOLQUETE DE 14M3 151,009.87 S/. 0.00 S/. 151,009.87 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0005 PAVIMENTOS 2,295,664.13

05.01 BASE GRANULAR DE 0.20 M. HORMIGON : TIERRA 80%:20% C/EQUIPO PESADO 344,271.88 S/. 310,281.74 S/. 33,990.15 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0005.02 PAVIMENTO DE CONCRETO ARMADO E=0.20 1,827,073.22

05.02.01 EXCAVACION MANUAL DEBAJO DEL PAVIMENTO EN INTERSECCIONES DE CALLES 1,235.86 S/. 502.07 S/. 733.79 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0005.02.02 CONCRETO F'C=245 KG/CM2 (C:H) DEBAJO DE PAVIMENTO EN INTERSECCIONES DE CALLES 15,777.93 S/. 0.00 S/. 15,777.93 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0005.02.03 ENCOFRADO Y DESENCOFRADO DE LOSAS EN PAVIMENTOS RIGIDO 17,315.51 S/. 4,552.55 S/. 2,079.50 S/. 2,148.82 S/. 2,079.50 S/. 2,148.82 S/. 2,148.82 S/. 2,079.50 S/. 77.98 S/. 0.00 S/. 0.0005.02.04 PAVIMENTO DE CONCRETO F'C= 245 KG/CM2 E=0.20 M (C:H) 1,277,323.55 S/. 1,030,540.89 S/. 40,208.99 S/. 41,549.29 S/. 40,208.99 S/. 41,549.29 S/. 41,549.29 S/. 40,208.99 S/. 1,507.84 S/. 0.00 S/. 0.0005.02.05 FIBRAS DE POLIPROPILENO 34,492.26 S/. 33,784.54 S/. 115.31 S/. 119.15 S/. 115.31 S/. 119.15 S/. 119.15 S/. 115.31 S/. 4.32 S/. 0.00 S/. 0.0005.02.06 ACERO GRADO 60 Fy=4200 Kg/cm2 CORRUGADO Ø 1/2" @ 0.75m, BASTONES EN JUNTAS 4,990.37 S/. 3,788.55 S/. 195.82 S/. 202.34 S/. 195.82 S/. 202.34 S/. 202.34 S/. 195.82 S/. 7.34 S/. 0.00 S/. 0.0005.02.07 ACERO GRADO 36 Fy=2520 Kg/cm2 LISO Ø 1" @ 0.30m, C/TUB + PINT., BASTONES EN JUNTAS 19,778.62 S/. 17,429.83 S/. 382.70 S/. 395.45 S/. 382.70 S/. 395.45 S/. 395.45 S/. 382.70 S/. 14.35 S/. 0.00 S/. 0.0005.02.08 ACERO GRADO 60 Fy=4200 Kg/cm2 CORRUGADO EN PAVIMENTOS DE CONCRETO 319,625.41 S/. 242,650.66 S/. 12,541.71 S/. 12,959.77 S/. 12,541.71 S/. 12,959.77 S/. 12,959.77 S/. 12,541.71 S/. 470.31 S/. 0.00 S/. 0.0005.02.09 CURADO DE LOSAS DE CONCRETO C/ADITIVO 73,903.35 S/. 0.00 S/. 71,342.12 S/. 455.98 S/. 441.27 S/. 455.98 S/. 455.98 S/. 441.27 S/. 310.73 S/. 0.00 S/. 0.0005.02.10 COLOCACIÓN DE GEOTEXTIL NO TEJIDO ANTICONTAMINANTE 62,630.36 S/. 56,665.37 S/. 971.89 S/. 1,004.29 S/. 971.89 S/. 1,004.29 S/. 1,004.29 S/. 971.89 S/. 36.45 S/. 0.00 S/. 0.0005.03 JUNTAS 124,319.03

05.03.01 JUNTA TIPO 1 DE ALABEO Y CONSTRUCCIÓN LONGITUDINAL E=6 MM. H=50 MM. (SELLO DE POLIURETANO+TECKNOPORT) 11,865.55 S/. 0.00 S/. 5,866.73 S/. 1,206.57 S/. 1,167.65 S/. 1,206.57 S/. 1,206.57 S/. 1,167.65 S/. 43.79 S/. 0.00 S/. 0.0005.03.02 JUNTA TIPO 2 DE CONTRACCION E=6 MM. H=50 MM. (SELLO DE POLIURETANO+TECKNOPORT) 33,439.30 S/. 0.00 S/. 16,407.16 S/. 3,425.77 S/. 3,315.26 S/. 3,425.77 S/. 3,425.77 S/. 3,315.26 S/. 124.32 S/. 0.00 S/. 0.0005.03.03 JUNTA TIPO 3 DE DILATACIÓN E=15 MM. H=50 MM. (SELLO DE POLIURETANO+TECKNOPORT) 5,868.43 S/. 0.00 S/. 3,344.93 S/. 507.57 S/. 491.19 S/. 507.57 S/. 507.57 S/. 491.19 S/. 18.42 S/. 0.00 S/. 0.0005.03.04 JUNTA TIPO 4 DE EXPANSIÓN E=15 MM. H=50 MM. (SELLO DE POLIURETANO+TECKNOPORT) 50,314.16 S/. 0.00 S/. 28,678.43 S/. 4,351.71 S/. 4,211.33 S/. 4,351.71 S/. 4,351.71 S/. 4,211.33 S/. 157.93 S/. 0.00 S/. 0.0005.03.05 JUNTA TIPO 5 DE CONTRACCIÓN LONGITUDINAL E=6 MM. H=50 MM. (SELLO DE POLIURETANO+TECKNOPORT) 18,664.02 S/. 0.00 S/. 9,157.60 S/. 1,912.08 S/. 1,850.40 S/. 1,912.08 S/. 1,912.08 S/. 1,850.40 S/. 69.39 S/. 0.00 S/. 0.00

r=3.50

r=3.50





r=3.50

r=3.50

05.03.06 JUNTA TIPO 6 DE DILATACIÓN Y TRANSICIÓN E=15 MM. H=50 MM. (SELLO DE POLIURETANO+TECKNOPORT) 4,167.57 S/. 0.00 S/. 2,396.98 S/. 356.13 S/. 344.64 S/. 356.13 S/. 356.13 S/. 344.64 S/. 12.92 S/. 0.00 S/. 0.0006 MARTILLOS 153,949.76

06.01 TRAZO NIVEL Y REPLANTEO 5,497.75 S/. 0.00 S/. 1,954.78 S/. 1,388.08 S/. 1,343.31 S/. 811.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0006.02 CORTE DE TERRENO MANUAL 11,926.15 S/. 0.00 S/. 2,251.06 S/. 3,697.11 S/. 3,577.85 S/. 2,400.14 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0006.03 EXCAVACION MANUAL EN UÑAS DE VEREDAS 851.28 S/. 0.00 S/. 760.83 S/. 90.45 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0006.04 COMPACTACION Y CONFORMACION C/EQUIPO LIVIANO DE SUB RASANTE PARA VEREDAS 7,352.42 S/. 0.00 S/. 1,058.85 S/. 1,510.94 S/. 1,462.20 S/. 1,510.94 S/. 1,510.94 S/. 298.53 S/. 0.00 S/. 0.00 S/. 0.0006.05 ELIMINACION DE MATERIAL EXCEDENTE HASTA 30.00 MT (A MANO USANDO CARRETILLA) 12,459.17 S/. 0.00 S/. 1,625.53 S/. 2,413.96 S/. 2,336.09 S/. 2,413.96 S/. 2,413.96 S/. 1,255.65 S/. 0.00 S/. 0.00 S/. 0.0006.06 BASE GRANULAR DE 4" H : T (80%+20%) C/EQUIPO LIVIANO PARA VEREDAS 28,979.13 S/. 0.00 S/. 20,384.62 S/. 8,594.51 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0006.07 ENCOFRADO Y DESENCOFRADO DE VEREDA 8,921.74 S/. 0.00 S/. 3,514.55 S/. 1,204.84 S/. 1,165.97 S/. 1,204.84 S/. 1,204.84 S/. 626.71 S/. 0.00 S/. 0.00 S/. 0.0006.08 VEREDA DE CONCRETO F'C= 175 KG/CM2 E=4" FROTACHADO Y BRUÑADO (C:H) 68,423.85 S/. 0.00 S/. 50,728.87 S/. 3,942.82 S/. 3,815.63 S/. 3,942.82 S/. 3,942.82 S/. 2,050.90 S/. 0.00 S/. 0.00 S/. 0.0006.09 CONCRETO F'C=175 KG/CM2 EN UÑAS DE VEREDAS (C:H) 9,538.27 S/. 0.00 S/. 7,123.36 S/. 538.09 S/. 520.74 S/. 538.09 S/. 538.09 S/. 279.90 S/. 0.00 S/. 0.00 S/. 0.0007 VEREDAS 570,235.35

07.01 TRAZO NIVEL Y REPLANTEO 11,195.27 S/. 0.00 S/. 3,042.19 S/. 1,884.40 S/. 1,823.61 S/. 1,884.40 S/. 1,884.40 S/. 676.26 S/. 0.00 S/. 0.00 S/. 0.0007.02 CORTE DE TERRENO MANUAL 68,783.06 S/. 0.00 S/. 2,694.00 S/. 14,215.17 S/. 13,756.61 S/. 14,215.17 S/. 14,215.17 S/. 9,686.95 S/. 0.00 S/. 0.00 S/. 0.0007.03 RELLENO Y COMP. C/ MATERIAL PROPIO C/EQUIPO LIVIANO 152,897.40 S/. 0.00 S/. 9,028.52 S/. 47,383.11 S/. 45,854.62 S/. 47,383.11 S/. 3,248.04 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0007.04 EXCAVACION MANUAL EN UÑAS DE VEREDAS 3,200.57 S/. 0.00 S/. 254.05 S/. 496.09 S/. 480.09 S/. 496.09 S/. 496.09 S/. 480.09 S/. 496.09 S/. 2.00 S/. 0.0007.05 ACARREO DE MATERIAL PROCEDENTE DE EXCAVACION HASTA 30M USANDO CARRETILLA 44,214.83 S/. 0.00 S/. 4,679.40 S/. 9,137.73 S/. 8,842.97 S/. 9,137.73 S/. 9,137.73 S/. 3,279.27 S/. 0.00 S/. 0.00 S/. 0.0007.06 COMPACTACION Y CONFORMACION C/EQUIPO LIVIANO DE SUB RASANTE PARA VEREDAS 14,971.99 S/. 0.00 S/. 1,266.01 S/. 2,307.59 S/. 2,233.15 S/. 2,307.59 S/. 2,307.59 S/. 2,233.15 S/. 2,307.59 S/. 9.30 S/. 0.0007.07 BASE GRANULAR DE 4" H : T (80%+20%) C/EQUIPO LIVIANO PARA VEREDAS 59,011.23 S/. 0.00 S/. 31,350.92 S/. 4,657.00 S/. 4,506.77 S/. 4,657.00 S/. 4,657.00 S/. 4,506.77 S/. 4,657.00 S/. 18.78 S/. 0.0007.08 ENCOFRADO Y DESENCOFRADO DE VEREDA 32,252.98 S/. 0.00 S/. 11,755.12 S/. 3,871.64 S/. 3,746.75 S/. 3,871.64 S/. 3,871.64 S/. 3,746.75 S/. 1,389.42 S/. 0.00 S/. 0.0007.09 VEREDA DE CONCRETO F'C= 175 KG/CM2 E=4" FROTACHADO Y BRUÑADO (C:H) 139,333.93 S/. 0.00 S/. 102,375.91 S/. 6,222.40 S/. 6,021.67 S/. 6,222.40 S/. 6,222.40 S/. 6,021.67 S/. 6,222.40 S/. 25.09 S/. 0.0007.10 CONCRETO F'C=175 KG/CM2 EN UÑAS DE VEREDAS (C:H) 35,861.30 S/. 0.00 S/. 27,351.69 S/. 3,135.78 S/. 3,034.63 S/. 2,339.19 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0007.11 JUNTA DE CONTRACCION E=6mm EN VEREDAS CON SELLO ASFALTICO 5,132.63 S/. 0.00 S/. 4,121.84 S/. 1,010.79 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0007.12 JUNTA DE DILATACION 1/2" EN VEREDAS CON SELLO ASFALTICO 3,380.16 S/. 0.00 S/. 3,380.16 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0008 CANALETAS DE DRENAJE PLUVIAL 325,138.43

08.01 TRAZO NIVEL Y REPLANTEO EN CANALES, DURANTE EJEC. OBRA 1,532.69 S/. 0.00 S/. 224.77 S/. 454.93 S/. 440.25 S/. 412.74 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0008.02 EXCAVACION MANUAL PARA CANALETA EN TIERRA DURA 22,681.79 S/. 0.00 S/. 614.30 S/. 3,906.31 S/. 3,780.30 S/. 3,906.31 S/. 3,906.31 S/. 3,780.30 S/. 2,787.97 S/. 0.00 S/. 0.0008.03 REFINE Y NIVELACION MANUAL DE CANAL 1,095.80 S/. 0.00 S/. 29.68 S/. 188.72 S/. 182.63 S/. 188.72 S/. 188.72 S/. 182.63 S/. 134.69 S/. 0.00 S/. 0.0008.04 RELLENO Y COMP. C/ MATERIAL PROPIO C/EQUIPO LIVIANO 22,959.16 S/. 0.00 S/. 667.17 S/. 7,115.07 S/. 6,885.56 S/. 7,115.07 S/. 1,176.28 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0008.05 ELIMINACION DE MATERIAL EXCEDENTE HASTA 30.00 MT (A MANO USANDO CARRETILLA) 6,038.36 S/. 0.00 S/. 467.97 S/. 3,743.78 S/. 1,826.60 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0008.06 SOLADO PARA CANALETAS DE 2" MEZCLA 1:12 CEMENTO-HORMIGON 7,540.76 S/. 0.00 S/. 0.00 S/. 5,652.62 S/. 475.50 S/. 491.35 S/. 491.35 S/. 429.93 S/. 0.00 S/. 0.00 S/. 0.0008.07 CONCRETO Fć=175 KG/CM2 EN LOSA FONDO DE CANALETAS (C:H) 21,355.47 S/. 0.00 S/. 0.00 S/. 16,523.69 S/. 1,105.46 S/. 1,142.31 S/. 1,142.31 S/. 1,105.46 S/. 336.24 S/. 0.00 S/. 0.0008.08 CONCRETO Fć=175 KG/CM2 EN MURO DE CANALETAS DE E<=0.15m. (C:H) 53,187.81 S/. 0.00 S/. 0.00 S/. 35,150.09 S/. 3,754.60 S/. 3,879.75 S/. 3,879.75 S/. 3,754.60 S/. 2,769.02 S/. 0.00 S/. 0.0008.09 ACERO GRADO 60 Fy=4200 Kg/cm2 45,224.68 S/. 0.00 S/. 36,964.05 S/. 5,212.82 S/. 3,047.82 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0008.10 ENCOFRADO Y DESENCOFRADO CARAVISTA 63,375.30 S/. 0.00 S/. 31,122.30 S/. 6,363.36 S/. 6,158.09 S/. 6,363.36 S/. 6,363.36 S/. 6,158.09 S/. 846.74 S/. 0.00 S/. 0.0008.11 ENCOFRADO Y DESENCOFRADO EN CANALES 41,360.38 S/. 0.00 S/. 14,311.71 S/. 4,899.98 S/. 4,741.91 S/. 4,899.98 S/. 4,899.98 S/. 4,741.91 S/. 2,864.91 S/. 0.00 S/. 0.0008.12 JUNTA DE DILATACIÓN CON WATER STOP e=4" PROVISION Y COLOCACIÓN 4,336.29 S/. 0.00 S/. 3,485.56 S/. 155.02 S/. 150.02 S/. 155.02 S/. 155.02 S/. 150.02 S/. 85.64 S/. 0.00 S/. 0.0008.13 JUNTA DE CONSTRUCCIÓN CON WATER STOP PROVISION Y COLOCACIÓN 34,449.94 S/. 0.00 S/. 27,477.64 S/. 1,270.49 S/. 1,229.50 S/. 1,270.49 S/. 1,270.49 S/. 1,229.50 S/. 701.84 S/. 0.00 S/. 0.0009 CANALETAS DE DRENAJE PLUVIAL - TECHADAS 275,866.84

09.01 TRAZO NIVEL Y REPLANTEO EN CANALES, DURANTE EJEC. OBRA 1,056.03 S/. 0.00 S/. 0.00 S/. 0.00 S/. 82.82 S/. 626.90 S/. 346.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0009.02 EXCAVACION MANUAL PARA CANALETA EN TIERRA DURA 20,844.65 S/. 0.00 S/. 0.00 S/. 0.00 S/. 558.34 S/. 9,231.20 S/. 9,231.20 S/. 1,823.91 S/. 0.00 S/. 0.00 S/. 0.0009.03 REFINE Y NIVELACION MANUAL DE CANAL 755.01 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 263.07 S/. 292.57 S/. 199.37 S/. 0.00 S/. 0.00 S/. 0.0009.04 RELLENO Y COMP. C/ MATERIAL PROPIO C/EQUIPO LIVIANO 10,741.51 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,307.63 S/. 5,548.01 S/. 2,885.86 S/. 0.00 S/. 0.00 S/. 0.0009.05 ELIMINACION DE MATERIAL EXCEDENTE HASTA 30.00 MT (A MANO USANDO CARRETILLA) 10,173.59 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,765.94 S/. 7,407.65 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0009.06 SOLADO PARA CANALETAS DE 2" MEZCLA 1:12 CEMENTO-HORMIGON 5,709.37 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 4,745.57 S/. 930.05 S/. 33.75 S/. 0.00 S/. 0.00 S/. 0.0009.07 CONCRETO Fć=175 KG/CM2 EN LOSA FONDO DE CANALETAS (C:H) 16,169.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 13,705.11 S/. 2,306.45 S/. 158.10 S/. 0.00 S/. 0.00 S/. 0.0009.08 CONCRETO Fć=175 KG/CM2 EN MURO DE CANALETAS DE E<=0.15m. (C:H) 47,295.62 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 35,415.55 S/. 9,659.86 S/. 2,220.21 S/. 0.00 S/. 0.00 S/. 0.0009.09 CONCRETO Fć=210 KG/CM2 EN TECHO DE CANALETAS (C:H) 30,768.19 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 24,195.23 S/. 3,835.52 S/. 2,737.45 S/. 0.00 S/. 0.00 S/. 0.0009.10 ENCOFRADO Y DESENCOFRADO EN CANALES 38,830.04 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 21,426.23 S/. 10,350.47 S/. 7,053.34 S/. 0.00 S/. 0.00 S/. 0.0009.11 ACERO GRADO 60 Fy=4200 Kg/cm2 54,902.19 S/. 0.00 S/. 0.00 S/. 0.00 S/. 43,113.19 S/. 7,593.95 S/. 4,195.04 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0009.12 JUNTA DE CONSTRUCCIÓN CON WATER STOP PROVISION Y COLOCACIÓN 23,735.91 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 21,385.14 S/. 2,350.77 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0009.13 TAPA PREFABRICADA DE CONCRETO Fć=210 Kg/cm2 P/INSPECCION 0.80m. x 0.80m. E=2" T.E. 1,545.99 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,545.99 S/. 0.00 S/. 0.00 S/. 0.0009.14 REJILLA SUMIDERO DE FIERRO (0.8x0.525) C/ MARCO 3"x3"x3/16" Y REJAS DE PLATINA DE 2 1/2"x3/16" 13,339.08 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 13,339.08 S/. 0.00 S/. 0.00 S/. 0.00





r=3.50

r=3.50

10 SARDINELES 147,330.12

10.01 TRAZO NIVEL Y REPLANTEO EN SARDINELES, DURANTE EJEC. OBRA 2,048.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 123.87 S/. 607.93 S/. 607.93 S/. 588.32 S/. 120.12 S/. 0.00 S/. 0.0010.02 EXCAVACION MANUAL PARA SARDINEL EN TIERRA DURA 9,648.12 S/. 0.00 S/. 0.00 S/. 0.00 S/. 120.60 S/. 4,272.74 S/. 4,272.74 S/. 982.04 S/. 0.00 S/. 0.00 S/. 0.0010.03 RELLENO Y COMP. C/ MATERIAL PROPIO C/EQUIPO LIVIANO 13,534.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 13,534.32 S/. 0.00 S/. 0.00 S/. 0.0010.04 ELIMINACION DE MATERIAL EXCEDENTE HASTA 30.00 MT (A MANO USANDO CARRETILLA) 2,268.30 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,268.30 S/. 0.00 S/. 0.00 S/. 0.0010.05 CONCRETO F'C=175 KG/CM2 EN SARDINEL (C:H) 45,761.14 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 35,327.49 S/. 6,452.73 S/. 3,980.92 S/. 0.00 S/. 0.00 S/. 0.0010.06 ENCOFRADO Y DESENCOFRADO EN SARDINELES 50,568.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 26,204.37 S/. 10,926.44 S/. 10,573.98 S/. 2,863.79 S/. 0.00 S/. 0.0010.07 ACERO GRADO 60 Fy=4200 Kg/cm2 23,501.49 S/. 0.00 S/. 0.00 S/. 0.00 S/. 18,750.00 S/. 4,751.49 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011 ALCANTARILLA 843,507.12

11.01 ALCANTARILLA Nro. 01 SECC 4.00 x 1.30 L= 21.05 m. (Km 0+560) 156,054.13


11.01.01.01 TRAZO NIVEL Y REPLANTEO 376.36 S/. 376.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.01.02 LIMPIEZA DE CAUCE AGUAS ARRIBA Y ABAJO DE ALCANTARILLAS 324.00 S/. 324.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.01.03 DESVIO PROVISIONAL DE CAÑO NATURAL 1,137.07 S/. 1,137.07 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02 MOVIMIENTO DE TIERRAS 46,453.24

11.01.02.01 DEMOLICION DE ALCANTARILLA EXISTENTE C/EQUIPO LIVIANO 4,640.92 S/. 4,640.92 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.02 EXCAVACION DE ZANJA C/EQUIPO H=1.50 - 2.00 M. TN 7,251.02 S/. 5,619.54 S/. 1,631.48 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.03 EXCAVACION MANUAL EN UÑAS EN LOSA DE CABEZAL 15.99 S/. 9.99 S/. 6.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.04 REFINE Y NIVELACION MANUAL DE FONDOS C/EXCAVACION DE h=0.15m - 0.20m 605.34 S/. 189.17 S/. 416.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.05 MEJORAMIENTO DE SUELO CON MATERIAL DE PRESTAMO H:T (70% : 30%) C/EQUIPO LIVIANO 7,185.94 S/. 4,738.06 S/. 2,447.88 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.06 ACARREO DE MATERIAL PROCEDENTE DE EXCAVACION HASTA 30M USANDO CARRETILLA 469.43 S/. 363.81 S/. 105.62 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.07 ELIMINACION DE MATERIAL PROVENIENTE DE DEMOLICIÓN A BOTADERO D=25.23Km USANDO CARGADOR Y VOLQUETE DE 14M3 16,648.34 S/. 16,128.08 S/. 520.26 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.08 ELIMINACION DE MATERIAL EXCEDENTE A BOTADERO D=25.23Km. USANDO CARGADOR Y VOLQUETE DE 14M3 1,378.58 S/. 861.61 S/. 516.97 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.02.09 BOMBEO DE AGUAS RESIDUALES 8,257.68 S/. 8,257.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.03 OBRAS DE CONCRETO SIMPLE 3,473.32

11.01.03.01 SOLADO DE CONCRETO E =3" MEZCLA 1:12 CEMENTO-HORMIGON 3,473.32 S/. 0.00 S/. 3,473.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04 OBRAS DE CONCRETO ARMADO 104,290.14

11.01.04.01 LOSA INFERIOR 36,376.52

11.01.04.01.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 22,447.00 S/. 0.00 S/. 22,447.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.01.02 ENCOFRADO Y DESENCOFRADO 1,183.40 S/. 596.00 S/. 587.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.01.03 ACERO GRADO 60 Fy=4200 Kg/cm2 11,311.62 S/. 11,311.62 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.01.04 JUNTA DE CONSTRUCCIÓN CON WATER STOP PROVISION Y COLOCACIÓN 1,048.58 S/. 0.00 S/. 1,048.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.01.05 JUNTA DE DILATACIÓN CON WATER STOP e= 5" PROVISION Y COLOCACIÓN 385.92 S/. 0.00 S/. 385.92 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.02 MUROS LATERALES 21,947.10

11.01.04.02.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 5,530.29 S/. 0.00 S/. 5,530.29 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.02.02 ENCOFRADO Y DESENCOFRADO 5,596.11 S/. 0.00 S/. 5,596.11 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.02.03 ACERO GRADO 60 Fy=4200 Kg/cm2 10,531.26 S/. 8,524.44 S/. 2,006.82 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.02.04 JUNTA DE DILATACIÓN CON WATER STOP e= 5" PROVISION Y COLOCACIÓN 289.44 S/. 0.00 S/. 289.44 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.03 LOSA SUPERIOR 30,046.98

11.01.04.03.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 11,190.92 S/. 0.00 S/. 11,190.92 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.03.02 ENCOFRADO Y DESENCOFRADO 4,599.10 S/. 0.00 S/. 4,599.10 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.03.03 ACERO GRADO 60 Fy=4200 Kg/cm2 13,871.04 S/. 0.00 S/. 13,871.04 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.03.04 JUNTA DE DILATACIÓN CON WATER STOP e= 5" PROVISION Y COLOCACIÓN 385.92 S/. 0.00 S/. 385.92 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.04 CABEZALES 3,596.19

11.01.04.04.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 1,794.20 S/. 0.00 S/. 1,794.20 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.04.02 ENCOFRADO Y DESENCOFRADO 362.67 S/. 0.00 S/. 362.67 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.04.03 ACERO GRADO 60 Fy=4200 Kg/cm2 1,439.32 S/. 0.00 S/. 1,439.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.05 UÑAS 496.86

11.01.04.05.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 360.58 S/. 0.00 S/. 360.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.05.02 ENCOFRADO Y DESENCOFRADO 136.28 S/. 136.28 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.06 CARPINTERIA METALICA 11,826.49

11.01.04.06.01 BARANDA METALICA DE TUBO GALVANIZADO D=2" x 2mm x h=0.93m. SEG.DIS. 11,502.28 S/. 0.00 S/. 11,502.28 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.01.04.06.02 PINTURA EN BARANDAS METALICAS SEGUN DISEÑO 324.21 S/. 0.00 S/. 324.21 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00





r=3.50

r=3.50

11.02 CANALETA TECHADA TIPO ALCANTARILLA N°01 SECC 1.50 x 1.00 L= 18.65 m. (Km 0+280) INTERSECCION JR. AMAZONAS 90,688.40

11.02.01 TRABAJOS PRELIMINARES 878.66


11.02.02.01 ROTURA DE PAVIMENTO RIGIDO C/EQUIPO LIVIANO E=0.20m. 159.95 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 159.95 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.02 EXCAVACION DE ZANJA C/EQUIPO H=1.50 - 2.00 M. TN 790.29 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 790.29 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.03 EXCAVACION MANUAL EN UÑAS EN LOSA DE CABEZAL 18.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 18.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.04 REFINE Y NIVELACION MANUAL DE FONDOS C/EXCAVACION DE h=0.15m - 0.20m 189.25 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 189.25 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.05 MEJORAMIENTO DE SUELO CON MATERIAL DE PRESTAMO H:T (70% : 30%) C/EQUIPO LIVIANO 1,123.69 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,123.69 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.06 ACARREO DE MATERIAL PROCEDENTE DE EXCAVACION HASTA 30M USANDO CARRETILLA 155.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 155.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.07 ELIMINACION DE MATERIAL PROVENIENTE DE DEMOLICIÓN A BOTADERO D=25.23Km USANDO CARGADOR Y VOLQUETE DE 14M3 114.90 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 114.90 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.08 ELIMINACION DE MATERIAL EXCEDENTE A BOTADERO D=25.23Km. USANDO CARGADOR Y VOLQUETE DE 14M3 1,950.12 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,950.12 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.02.09 BOMBEO DE AGUAS RESIDUALES 2,752.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,752.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.03 OBRAS DE CONCRETO SIMPLE 893.09

11.02.03.01 SOLADO DE CONCRETO E =3" MEZCLA 1:12 CEMENTO-HORMIGON 893.09 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 893.09 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04 OBRAS DE CONCRETO ARMADO 81,662.00

11.02.04.01 LOSA INFERIOR 6,318.82

11.02.04.01.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 3,080.11 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 3,080.11 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.01.02 ENCOFRADO Y DESENCOFRADO 622.91 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 622.91 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.01.03 ACERO GRADO 60 Fy=4200 Kg/cm2 1,535.42 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,535.42 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.01.04 JUNTA DE CONSTRUCCIÓN CON WATER STOP PROVISION Y COLOCACIÓN 897.07 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 897.07 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.01.05 JUNTA DE DILATACIÓN CON WATER STOP e= 5" PROVISION Y COLOCACIÓN 183.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 183.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.02 MUROS LATERALES 7,402.02

11.02.04.02.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 3,240.85 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 3,240.85 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.02.02 ENCOFRADO Y DESENCOFRADO 1,639.71 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,639.71 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.02.03 ACERO GRADO 60 Fy=4200 Kg/cm2 2,289.91 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,289.91 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.02.04 JUNTA DE DILATACIÓN CON WATER STOP e= 5" PROVISION Y COLOCACIÓN 231.55 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 231.55 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.03 LOSA SUPERIOR 67,817.20

11.02.04.03.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 64,995.07 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 63,851.86 S/. 1,143.21 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.03.02 ENCOFRADO Y DESENCOFRADO 574.12 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 460.97 S/. 113.15 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.03.03 ACERO GRADO 60 Fy=4200 Kg/cm2 2,074.35 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,074.35 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.03.04 JUNTA DE DILATACIÓN CON WATER STOP e= 5" PROVISION Y COLOCACIÓN 173.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 173.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.04 UÑAS 123.96

11.02.04.04.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 73.85 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 73.85 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.02.04.04.02 ENCOFRADO Y DESENCOFRADO 50.11 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 50.11 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03 CANALETA TECHADA TIPO ALCANTARILLA N°02 SECC 1.60 x 1.20 L= 131.232m. (Km 0+280 AL 0.+406.64) 267,982.70



11.03.02.01 EXCAVACION DE ZANJA C/EQUIPO H=1.50 - 2.00 M. TN 8,027.60 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 8,027.60 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.02.02 EXCAVACION MANUAL EN UÑAS EN LOSA DE CABEZAL 20.74 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 20.74 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.02.03 REFINE Y NIVELACION MANUAL DE FONDOS C/EXCAVACION DE h=0.15m - 0.20m 1,401.54 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,401.54 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.02.04 MEJORAMIENTO DE SUELO CON MATERIAL DE PRESTAMO H:T (70% : 30%) C/EQUIPO LIVIANO 8,319.14 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 8,319.14 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.02.05 ACARREO DE MATERIAL PROCEDENTE DE EXCAVACION HASTA 30M USANDO CARRETILLA 1,076.35 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,031.50 S/. 44.85 S/. 0.00 S/. 0.00 S/. 0.0011.03.02.06 ELIMINACION DE MATERIAL EXCEDENTE A BOTADERO D=25.23Km. USANDO CARGADOR Y VOLQUETE DE 14M3 27,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 27,000.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.02.07 BOMBEO DE AGUAS RESIDUALES 2,752.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,752.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.03 OBRAS DE CONCRETO SIMPLE 6,664.39

11.03.03.01 SOLADO DE CONCRETO E =3" MEZCLA 1:12 CEMENTO-HORMIGON 6,664.39 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 6,629.06 S/. 35.33 S/. 0.00 S/. 0.00 S/. 0.0011.03.04 OBRAS DE CONCRETO ARMADO 210,501.81





r=3.50

r=3.50

11.03.04.01 LOSA INFERIOR 76,508.24

11.03.04.01.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 45,610.81 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 42,883.14 S/. 2,727.67 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.01.02 ENCOFRADO Y DESENCOFRADO 2,307.46 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,307.46 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.01.03 ACERO GRADO 60 Fy=4200 Kg/cm2 21,390.19 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 21,390.19 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.01.04 JUNTA DE CONSTRUCCIÓN CON WATER STOP PROVISION Y COLOCACIÓN 6,312.16 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 6,312.16 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.01.05 JUNTA DE DILATACIÓN CON WATER STOP e= 5" PROVISION Y COLOCACIÓN 887.62 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 887.62 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.02 MUROS LATERALES 77,997.08

11.03.04.02.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 27,364.75 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 27,364.75 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.02.02 ENCOFRADO Y DESENCOFRADO 27,690.84 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 27,690.84 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.02.03 ACERO GRADO 60 Fy=4200 Kg/cm2 22,478.39 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 22,478.39 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.02.04 JUNTA DE DILATACIÓN CON WATER STOP e= 5" PROVISION Y COLOCACIÓN 463.10 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 463.10 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.03 LOSA SUPERIOR 55,865.54

11.03.04.03.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 22,803.23 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 22,803.23 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.03.02 ENCOFRADO Y DESENCOFRADO 11,537.74 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 8,202.64 S/. 3,335.09 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.03.03 ACERO GRADO 60 Fy=4200 Kg/cm2 20,791.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 17,022.62 S/. 3,768.70 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.03.04 JUNTA DE DILATACIÓN CON WATER STOP e= 5" PROVISION Y COLOCACIÓN 733.25 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 733.25 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.04 UÑAS 130.95

11.03.04.04.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 78.20 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 78.20 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.03.04.04.02 ENCOFRADO Y DESENCOFRADO 52.75 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 52.75 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0011.04 CANALETA TECHADA TIPO ALCANTARILLA N°03 SECC 2.00 x 1.20 L= 142.292m. (Km 0.+406.64 AL 0+557.29) 328,781.89


11.04.01.01 TRAZO NIVEL Y REPLANTEO 1,133.78 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,133.78 S/. 0.00 S/. 0.0011.04.01.02 LIMPIEZA DE CAUCE AGUAS ARRIBA Y ABAJO DE ALCANTARILLAS 648.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 648.00 S/. 0.00 S/. 0.0011.04.01.03 DESVIO PROVISIONAL DE CAÑO NATURAL 699.20 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 699.20 S/. 0.00 S/. 0.0011.04.02 MOVIMIENTO DE TIERRAS 51,232.69

11.04.02.01 EXCAVACION DE ZANJA C/EQUIPO H=1.50 - 2.00 M. TN 10,154.90 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 10,154.90 S/. 0.00 S/. 0.0011.04.02.02 EXCAVACION MANUAL EN UÑAS EN LOSA DE CABEZAL 12.53 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 12.53 S/. 0.00 S/. 0.0011.04.02.03 REFINE Y NIVELACION MANUAL DE FONDOS C/EXCAVACION DE h=0.15m - 0.20m 1,823.61 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,823.61 S/. 0.00 S/. 0.0011.04.02.04 MEJORAMIENTO DE SUELO CON MATERIAL DE PRESTAMO H:T (70% : 30%) C/EQUIPO LIVIANO 10,824.87 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 10,824.87 S/. 0.00 S/. 0.0011.04.02.05 ACARREO DE MATERIAL PROCEDENTE DE EXCAVACION HASTA 30M USANDO CARRETILLA 1,391.29 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,391.29 S/. 0.00 S/. 0.0011.04.02.06 ELIMINACION DE MATERIAL EXCEDENTE A BOTADERO D=25.23Km. USANDO CARGADOR Y VOLQUETE DE 14M3 24,272.93 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 24,272.93 S/. 0.00 S/. 0.0011.04.02.07 BOMBEO DE AGUAS RESIDUALES 2,752.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,752.56 S/. 0.00 S/. 0.0011.04.03 OBRAS DE CONCRETO SIMPLE 8,605.80

11.04.03.01 SOLADO DE CONCRETO E =3" MEZCLA 1:12 CEMENTO-HORMIGON 8,605.80 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 8,605.80 S/. 0.00 S/. 0.0011.04.04 OBRAS DE CONCRETO ARMADO 266,462.42

11.04.04.01 LOSA INFERIOR 68,322.62

11.04.04.01.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 29,671.57 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 29,671.57 S/. 0.00 S/. 0.0011.04.04.01.02 ENCOFRADO Y DESENCOFRADO 2,502.20 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,502.20 S/. 0.00 S/. 0.0011.04.04.01.03 ACERO GRADO 60 Fy=4200 Kg/cm2 28,301.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 28,301.31 S/. 0.00 S/. 0.0011.04.04.01.04 JUNTA DE CONSTRUCCIÓN CON WATER STOP PROVISION Y COLOCACIÓN 6,844.15 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 6,844.15 S/. 0.00 S/. 0.0011.04.04.01.05 JUNTA DE DILATACIÓN CON WATER STOP e= 5" PROVISION Y COLOCACIÓN 1,003.39 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,003.39 S/. 0.00 S/. 0.0011.04.04.02 MUROS LATERALES 96,816.51

11.04.04.02.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 29,671.57 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 27,062.08 S/. 2,609.49 S/. 0.0011.04.04.02.02 ENCOFRADO Y DESENCOFRADO 30,024.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 17,225.46 S/. 12,799.22 S/. 0.0011.04.04.02.03 ACERO GRADO 60 Fy=4200 Kg/cm2 36,618.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 36,618.56 S/. 0.00 S/. 0.0011.04.04.02.04 JUNTA DE DILATACIÓN CON WATER STOP e= 5" PROVISION Y COLOCACIÓN 501.70 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 498.35 S/. 3.35 S/. 0.0011.04.04.03 LOSA SUPERIOR 101,164.42

11.04.04.03.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 56,871.23 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 56,871.23 S/. 0.0011.04.04.03.02 ENCOFRADO Y DESENCOFRADO 16,888.99 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 16,888.99 S/. 0.0011.04.04.03.03 ACERO GRADO 60 Fy=4200 Kg/cm2 26,442.62 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 26,405.75 S/. 36.87 S/. 0.0011.04.04.03.04 JUNTA DE DILATACIÓN CON WATER STOP e= 5" PROVISION Y COLOCACIÓN 961.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 961.58 S/. 0.00 S/. 0.0011.04.04.04 UÑAS 158.87

11.04.04.04.01 CONCRETO Fć=210 KG/CM2 ( CEMENTO HORMIGON ) 95.57 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 95.57 S/. 0.00 S/. 0.00





r=3.50

r=3.50

11.04.04.04.02 ENCOFRADO Y DESENCOFRADO 63.30 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 63.30 S/. 0.00 S/. 0.0012 MURO DE CONTENCION 350,195.60

12.01 TRABAJOS PRELIMINARES 985.97

12.01.01 TRAZO NIVEL Y REPLANTEO 985.97 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 985.97 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.02 MOVIMIENTO DE TIERRAS 32,693.21

12.02.01 EXCAVACION DE ZANJA MANUAL EN TERRENO ARCILLOSO 12,186.14 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 12,186.14 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.02.02 REFINE Y NIVELACION MANUAL DE FONDOS C/EXCAVACION DE h=0.15m - 0.20m 1,585.87 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,585.87 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.02.03 MEJORAMIENTO DE SUELO CON MATERIAL DE PRESTAMO H:T (70% : 30%) C/EQUIPO LIVIANO 9,414.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 9,414.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.02.04 ELIMINACION DE MATERIAL EXCEDENTE EN CARRETILLA (50 M ) 9,506.89 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 9,506.89 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.03 OBRAS DE CONCRETO SIMPLE 7,483.90

12.03.01 SOLADO DE CONCRETO E =3" MEZCLA 1:12 CEMENTO-HORMIGON 7,483.90 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 7,483.90 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.04 OBRAS DE CONCRETO ARMADO 180,278.09

12.04.01 CONCRETO F´c=210 KG/CM2 ( CEMENTO HORMIGON ) 73,036.37 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 71,494.79 S/. 1,541.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.04.02 ENCOFRADO Y DESENCOFRADO 32,871.97 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 29,272.74 S/. 3,599.23 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.04.03 ACERO GRADO 60 Fy=4200 Kg/cm2 73,906.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 73,906.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.04.04 JUNTA DE DILATACION 1/2" EN VEREDAS CON SELLO DE POLIURETANO 463.75 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 463.75 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.05 JUNTAS DE DILATACIÓN 841.06

12.05.01 JUNTA DE DILATACIÓN CON WATER STOP e=4" PROVISION Y COLOCACIÓN 841.06 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 841.06 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.06 LLORADORES 8,635.56

12.06.01 FILTRO DE GRAVA D=3/4" - 1" 6,920.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 6,696.11 S/. 224.57 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.06.02 TUBERIA PVC SAL 2" L=15cm a 30cm 1,714.88 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,553.01 S/. 161.87 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.07 CARPINTERIA METALICA 119,277.81

12.07.01 BARANDA METALICA DE TUBO GALVANIZADO D=2" x 2mm x h=0.93m. SEG.DIS. 116,007.94 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 116,007.94 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0012.07.02 PINTURA EN BARANDAS METALICAS SEGUN DISEÑO 3,269.87 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 3,269.87 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0013 SEÑALIZACIÓN 47,565.27

13.01 SEÑALIZACION HORIZONTAL BLANCA 12,874.42 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 5,214.33 S/. 5,148.24 S/. 2,511.85 S/. 0.0013.02 SEÑALIZACION HORIZONTAL AMARILLA 8,154.08 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 7,135.26 S/. 1,018.82 S/. 0.0013.03 SEÑALIZACION VERTICAL 26,536.77 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 26,536.77 S/. 0.0014 VARIOS 10,338.68

14.01 LIMPIEZA FINAL DE OBRA 8,547.70 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 8,547.7014.02 PLACA RECORDATORIA 40cm X 60cm (Acrilico I/MURETE) 1,790.98 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,790.9815 MITIGACION AMBIENTAL 131,685.05

15.01 PROGRAMA DE EDUCACION AMBIENTAL 4,954.94

15.01.01 CAPACITACION DE TRABAJADORES EN EL PLAN DE MANEJO AMBIENTAL 2,722.96 S/. 2,674.62 S/. 48.34 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.01.02 INFORMACION Y PARTICIPACION CIUDADANA 2,231.98 S/. 2,231.98 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.02 PROGRAMA DE MANEJO DE RESIDUOS SOLIDOS Y LIQUIDOS 63,900.00

15.02.01 SISTEMA DE SEGREGACIÓN DE RESIDUOS SOLIDOS 18,000.00

15.02.01.01 SUMINISTRO E INSTALACION DE PUNTOS ECOLOGICOS TRIPLLE 53 LITROS. INCLUYE LOGO 18,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 18,000.0015.02.02 SISTEMA DE CONTENERIZACIÓN 45,900.00

15.02.02.01 SUMINISTRO DE CONTENEDOR DE RESIDUOS PELIGROSOS DE 120 LITROS DE CAPACIDAD / INC. LOGO 900.00 S/. 900.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.02.02.02 SUMINISTRO DE CONTENEDOR DE RESIDUOS SOLIDOS DE 800 LITROS DE CAPACIDAD / INC. LOGO 45,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 45,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.03 PROGRAMA DE SEGUIMIENTO Y CONTROL 15,289.44

15.03.01 RIEGO DEL AREA DE TRABAJO CON CISTERNA DE 1500Gal 12,500.00 S/. 12,500.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.03.02 MONITOREO DE PARTICULAS SUSPENDIDAS 1,394.72 S/. 497.00 S/. 624.50 S/. 273.22 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.03.03 MONITOREO DE RUIDOS 1,394.72 S/. 497.00 S/. 624.50 S/. 273.22 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.04 PLAN DE MITIGACION Y PREVENCION 15,819.34

15.04.01 ACONDICONAMIENTO AMBIENTAL DE MATERIAL EXCEDENTE - BOTADERO 12,619.34 S/. 0.00 S/. 733.04 S/. 2,301.17 S/. 2,226.94 S/. 2,301.17 S/. 2,301.17 S/. 2,226.94 S/. 528.90 S/. 0.00 S/. 0.0015.04.02 LETRINAS DE POZO SECO 3,200.00 S/. 3,200.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0015.05 CIERRE DE EJECUCION Y ABANDONO 31,721.33

15.05.01 SEMBRADO DE GRAS 23,291.70 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 18,108.49 S/. 3,102.17 S/. 2,081.0415.05.02 PLANTONES, SUMINISTRO Y COLOCACION 8,429.63 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 8,035.07 S/. 394.5616 SEGURIDAD Y SALUD 71,756.00

16.01 ELABORACION, IMPLEMENTACION Y ADMINISTRACION DEL PLAN DE SEGURIDAD Y SALUD EN EL TRABAJO 2,000.00 S/. 2,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00





r=3.50

r=3.50

16.02 EQUIPOS DE PROTECCIÓN INDIVIDUAL 458.50 S/. 458.50 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0016.03 EQUIPO DE PROTECCION COLECTIVA GRUPO DE 15 56,017.50 S/. 55,784.09 S/. 233.41 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0016.04 SEÑALIZACION TEMPORAL DE SEGURIDAD EN PAVIMENTOS 7,560.00 S/. 7,560.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0016.05 CAPACITACION EN SEGURIDAD Y SALUD 2,000.00 S/. 2,000.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0016.06 RECURSOS PARA RESPUESTA ANTE EMERGENCIAS EN SEGURIDAD Y SALUD DURANTE EL TRABAJO 3,720.00 S/. 3,720.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001 INSTALACIÓNES ELÉCTRICAS 120,278.19

01.01 SISTEMA ELECTRICO DE MEDIA TENSION 23,500.98


01.01.01.01 DESMONTAJE DE ESTRUCTURA DE C.A.C. 13/400 2,935.66 S/. 2,935.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.02 DESMONTAJE DE MENSULAS DE C.A.V. 1.50M. 1,269.87 S/. 1,091.29 S/. 178.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.03 DESMONTAJE DE AISLADORES TIPO PIN 635.04 S/. 545.74 S/. 89.30 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.04 EXCAVACION DE HOYOS PARA POSTE DE CONCRETO DE 13 M 588.63 S/. 588.63 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.05 MONTAJE DE ESTRUCTURA DE POSTE DE CONCRETO C.A.C. 13/400 2,976.61 S/. 2,976.61 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.06 INSTALACION DE MENSULAS 1,269.87 S/. 932.56 S/. 337.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.07 INSTALACION DE AISLADORES TIPO PIN 635.04 S/. 386.98 S/. 248.06 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.08 REUBICACION DE CONDUCTOR AAAC EXISTENTE 1,194.85 S/. 899.54 S/. 295.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.09 REUBICACION DE RETENIDA 343.27 S/. 0.00 S/. 343.27 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.01.10 DERECHOS DE CORTE Y CONEXIÓN MEDIA TENSION 2,500.00 S/. 2,500.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.02 AV. JHON F. KENNEDY, DESDE LA AV. AMAZONAS HASTA LA AV. UNION 2,168.10

01.01.02.01 DESMONTAJE DE POSTE DE ALINEAMIENTO DE C.A.C. 12/200 775.88 S/. 775.88 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.02.02 DESMONTAJE DE CRUCETA DE C.A.V. 1.50M 257.98 S/. 247.23 S/. 10.75 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.02.03 TRANSPORTE DE POSTES Y ACCSESORIO DE CONCRETO AL ALMACEN DEL ELECTRO UCAYALI 1,134.24 S/. 1,134.24 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03 AV. JHON F. KENNEDY, DESDE LA AV. UNION HASTA LA AV. AGUSTO B. LEGUIA 6,984.04

01.01.03.01 DESMONTAJE DE ESTRUCTURA DE C.A.C. 13/400 838.76 S/. 0.00 S/. 838.76 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.02 DESMONTAJE DE MENSULAS DE C.A.V. 1.50M. 362.82 S/. 0.00 S/. 362.82 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.03 DESMONTAJE DE AISLADORES TIPO PIN 181.44 S/. 0.00 S/. 181.44 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.04 EXCAVACION DE HOYOS PARA POSTE DE CONCRETO DE 13 M 168.18 S/. 0.00 S/. 168.18 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.05 MONTAJE DE ESTRUCTURA DE POSTE DE CONCRETO C.A.C. 13/400 850.46 S/. 0.00 S/. 850.46 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.06 INSTALACION DE MENSULAS 362.82 S/. 0.00 S/. 362.82 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.07 INSTALACION DE AISLADORES TIPO PIN 181.44 S/. 0.00 S/. 181.44 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.08 REUBICACION DE CONDUCTOR AAAC EXISTENTE 1,194.85 S/. 0.00 S/. 1,194.85 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.09 REUBICACION DE RETENIDA 343.27 S/. 0.00 S/. 343.27 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.01.03.10 DERECHOS DE CORTE Y CONEXIÓN MEDIA TENSION 2,500.00 S/. 0.00 S/. 2,500.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02 SISTEMA ELECTRICO DE BAJA TENSION 36,144.59


01.02.01.01 DESMONTAJE DE POSTE DE 8 M 1,771.92 S/. 0.00 S/. 0.00 S/. 1,771.92 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.02 DESMONTAJE DE EQUIPOS DE ALUMBRADO PUBLICO 348.42 S/. 0.00 S/. 0.00 S/. 348.42 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.03 DESMONTAJE DE RETENIDA SIMPLE 191.16 S/. 0.00 S/. 0.00 S/. 191.16 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.04 EXCAVACION DE HOYOS PARA POSTE DE CONCRETO DE 8 M 396.48 S/. 0.00 S/. 0.00 S/. 396.48 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.05 REUBICACION DE ACCESORIOS POSTES BAJA TENSION 8/300 477.48 S/. 0.00 S/. 0.00 S/. 477.48 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.06 REUBICACION DE ACCESORIOS DE ALUMBRADO PUBLICO 402.24 S/. 0.00 S/. 0.00 S/. 402.24 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.07 REUBICACION DE RETENIDA 1,373.08 S/. 0.00 S/. 0.00 S/. 1,373.08 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.08 REUBICACION POZO DE PUESTA A TIERRA 811.51 S/. 0.00 S/. 0.00 S/. 811.51 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.09 MONTAJE DE POSTE DE C.A.C. DE 8 M. 1,931.52 S/. 0.00 S/. 0.00 S/. 1,931.52 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.01.10 VARIOS 159.72

01.02.01.10.01 ELIMINACION DE MATERIAL EXCEDENTE 159.72 S/. 0.00 S/. 0.00 S/. 159.72 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02 AV. JHON F. KENNEDY, DESDE LA AV. AMAZONAS HASTA LA AV. UNION 9,256.01

01.02.02.01 DESMONTAJE DE POSTE DE 8 M 1,771.92 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,771.92 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.02 DESMONTAJE DE EQUIPOS DE ALUMBRADO PUBLICO 348.42 S/. 0.00 S/. 0.00 S/. 0.00 S/. 348.42 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.03 DESMONTAJE DE RETENIDA SIMPLE 95.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 95.58 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.04 EXCAVACION DE HOYOS PARA POSTE DE CONCRETO DE 8 M 528.64 S/. 0.00 S/. 0.00 S/. 0.00 S/. 528.64 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.05 REUBICACION DE ACCESORIOS POSTES BAJA TENSION 8/300 636.64 S/. 0.00 S/. 0.00 S/. 0.00 S/. 636.64 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.06 REUBICACION DE ACCESORIOS DE ALUMBRADO PUBLICO 536.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 536.32 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00





r=3.50

r=3.50

01.02.02.07 REUBICACION DE RETENIDA 686.54 S/. 0.00 S/. 0.00 S/. 0.00 S/. 686.54 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.08 REUBICACION POZO DE PUESTA A TIERRA 811.51 S/. 0.00 S/. 0.00 S/. 0.00 S/. 811.51 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.09 MONTAJE DE POSTE DE C.A.C. DE 8 M. 2,575.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,575.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.10 POSTE DE C.A.C. DE 8/300 1,052.12 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,052.12 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.11 VARIOS 212.96

01.02.02.11.01 ELIMINACION DE MATERIAL EXCEDENTE 212.96 S/. 0.00 S/. 0.00 S/. 0.00 S/. 212.96 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03 AV. JHON F. KENNEDY, DESDE LA AV. UNION HASTA LA AV. AGUSTO B. LEGUIA 19,025.05

01.02.03.01 DESMONTAJE DE POSTE DE 8 M 5,315.76 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 5,315.76 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.02 DESMONTAJE DE EQUIPOS DE ALUMBRADO PUBLICO 754.91 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 754.91 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.03 DESMONTAJE DE RETENIDA SIMPLE 191.16 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 191.16 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.04 EXCAVACION DE HOYOS PARA POSTE DE CONCRETO DE 8 M 1,189.44 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,189.44 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.05 REUBICACION DE ACCESORIOS POSTES BAJA TENSION 8/300 1,432.44 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,432.44 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.06 REUBICACION DE ACCESORIOS DE ALUMBRADO PUBLICO 871.52 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 748.96 S/. 122.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.07 REUBICACION DE RETENIDA 1,373.08 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,156.00 S/. 217.08 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.08 REUBICACION POZO DE PUESTA A TIERRA 1,623.02 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,227.96 S/. 395.06 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.09 MONTAJE DE POSTE DE C.A.C. DE 8 M. 5,794.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,553.89 S/. 3,240.67 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.10 VARIOS 479.16

01.02.03.10.01 ELIMINACION DE MATERIAL EXCEDENTE 479.16 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 479.16 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03 SISTEMA TELEFONICO 18,918.70



01.03.01.06.01 PRUEBAS Y PUESTA EN SERVICIO 442.42 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 442.42 S/. 0.00 S/. 0.00 S/. 0.0001.03.01.06.02 DERECHOS DE CORTE TELEFONICO 2,500.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,500.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.01.06.03 VARIOS 79.86

01.03.01.06.03.01 ELIMINACION DE MATERIAL EXCEDENTE 79.86 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 79.86 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.02 AV. JHON F. KENNEDY, DESDE LA AV. AMAZONAS HASTA LA AV. UNION 4,738.75



01.03.02.06.03.01 ELIMINACION DE MATERIAL EXCEDENTE 53.24 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 53.24 S/. 0.00 S/. 0.00 S/. 0.0001.03.03 AV. JHON F. KENNEDY, DESDE LA AV. UNION HASTA LA AV. AGUSTO B. LEGUIA 8,714.67

01.03.03.01 DESMONTAJE DE POSTES 9/300 1,553.30 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,553.30 S/. 0.00 S/. 0.00 S/. 0.0001.03.03.02 EXCAVACION DE HOYOS PARA POSTE DE CONCRETO DE 9 M 578.13 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 578.13 S/. 0.00 S/. 0.00 S/. 0.0001.03.03.03 MONTAJE DE POSTES 9/300 1,623.93 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,623.93 S/. 0.00 S/. 0.00 S/. 0.0001.03.03.04 REUBICACION DE ACCESORIOS Y CONDUCTORES EN POSTE DE TELEFONO 1,144.01 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,144.01 S/. 0.00 S/. 0.00 S/. 0.0001.03.03.05 REUBICACION DE RETENIDA. 686.54 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 606.09 S/. 80.45 S/. 0.00 S/. 0.0001.03.03.06 PRUEBAS Y PUESTA EN SERVICIO 3,128.76


01.03.03.06.03.01 ELIMINACION DE MATERIAL EXCEDENTE 186.34 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 186.34 S/. 0.00 S/. 0.00 S/. 0.0001.04 SEMAFOROS 41,713.92





r=3.50

r=3.50

01.04.01 SEMAFOROS DOBLES TIPO LEDs 10 W 12,398.88 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 12,398.88 S/. 0.00 S/. 0.00 S/. 0.0001.04.02 SEMAFOROS SIMPLE TIPO LEDs 10 W 3,523.14 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 3,523.14 S/. 0.00 S/. 0.0001.04.03 POSTES DE Fº CUADRADO DE 6"ø X 6M 4,084.56 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 4,084.56 S/. 0.00 S/. 0.0001.04.04 TABLERO DE CONTROL 4,588.96 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 4,588.96 S/. 0.00 S/. 0.00 S/. 0.0001.04.05 MEDIDOR DE ENERGIA MONOFASICO 1,141.78 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,141.78 S/. 0.00 S/. 0.00 S/. 0.0001.04.06 CONDUCTOR ELECTRICO 2 - 1 X 6 mm2 NYY 2,111.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,111.00 S/. 0.00 S/. 0.00 S/. 0.0001.04.07 CONDUCTOR ELECTRICO 2 - 1x 6 MM2 NYY EN CRUCE DE CALLES 2,430.50 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,430.50 S/. 0.00 S/. 0.00 S/. 0.0001.04.08 ALIMENTACION AL MEDIDOR DE ENERGIA 285.48 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 285.48 S/. 0.00 S/. 0.00 S/. 0.0001.04.09 POZO DE PUESTA A TIERRA 1,624.02 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,624.02 S/. 0.00 S/. 0.00 S/. 0.0001.04.10 EXCAVACION DE ZANJA 1,543.50 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,369.86 S/. 173.64 S/. 0.00 S/. 0.0001.04.11 RELLENO DE ZANJA INCL. PROTECCION CON LADRILO Y C. SEÑAL 3,730.50 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 3,730.50 S/. 0.00 S/. 0.0001.04.12 ESTRUCTURA SOPORTE DE SEMAFOROS 1,500.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,500.00 S/. 0.00 S/. 0.0001.04.13 PRUEBAS Y PUESTA EN SERVICIO 2,751.60

01.04.13.01 PRUEBAS Y PUESTA EN SERVICIO DE SEMAFORO 2,751.60 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,751.60 S/. 0.00 S/. 0.0001 AGUA POTABLE

01.01 TRABAJOS PROVISIONALES

01.01.01 TRANQUERA T/BARANDA 2.4x2.1M PROV. P/ZEÑALIZACION-PROTECCION DE OBRA.

01.02 REDES DE DISTRIBUCIÓN DE AGUA POTABLE

01.02.01 OBRAS PRELIMINARES

01.02.01.01 TRAZO NIVELES Y REPLANTEO.

01.02.02 MOVIMIENTO DE TIERRAS

01.02.02.01 EXCAVACIÓN DE ZANJA C/EQ. P/AGUA TUB. Ø 110MM TN. A= 0.60M H<1.40 M.

01.02.02.02 REFINE Y NIVELACIÓN DE ZANJAS PARA TUB. Ø 110MM A=0.60M.

01.02.02.03 RELLENO Y CAMA DE ARENA PARA TUBERÍA Ø110MM. E=0.40M. A= 0.60M.

01.02.02.04 RELLENO DE ZANJA C/MAT. PROPIO SELEC. EN TUB. Ø 110MM H<1.40M.

01.02.02.05 ELIMINACION DE MATERIAL EXCEDENTE C/EQUIPO.

01.02.03 TUBERIA, SUMINISTRO E INSTALACIÓN

01.02.03.01 SUMINISTRO E INSTALACIÓN DE TUBERIA Ø110MM. PVC-UF ISO 4422 C-7.5

01.02.03.02 PRUEBA HIDRAULICA Y DESINFECCION

01.02.04 SUMINISTRO E INSTALACIÓN DE ACCESORIOS H° D° Y PVC

01.02.04.01 CRUZ DE H.D Ø 110x110mm

01.02.04.02 TEE DE H.D. Ø110x110MM.

01.02.04.03 CODO DE H.D. Ø 110MM x 90º

01.02.04.04 CODO DE H.D. Ø 110MM x 45º

01.02.04.05 CODO DE H.D. Ø 110MM x 22.5º

01.02.04.06 YEE DE H.D. Ø 110MM x 45º

01.02.04.07 TAPON PVC U/F Ø110 MM.

01.02.04.08 DADO DE CONCRETO PARA ANCLAJE DE ACCESORIOS F´C=140KG/CM2

01.02.05 SUMINISTRO E INSTALACION DE VÁLVULAS DE HIERRO DUCTIL

01.02.05.01 VALVULA HD Ø 110MM. ISO-LUFLEX


01.02.05.03 CAMARA DE CONCRETO ARMADO PARA VÁLVULA DE AGUA.

01.02.06 SUMINISTRO E INSTALACION DE HIDRANTES

01.02.06.01 HIDRANTE HD 02 BOCAS DN 110 MM C/EMPALME A TUB. DN 100MM


01.03 CONEXIONES DOMICILIARIAS DE AGUA POTABLE

01.03.01 TRABAJOS PRELIMINARES

01.03.01.01 TRAZO NIVELES Y REPLANTEO.

01.03.01.02 CINTA SEÑALIZADORA PARA LIMITE DE SEGURIDAD

01.03.02 MOVIMIENTO DE TIERRAS

01.03.02.01 EXCAVACIÓN DE ZANJA C/ EQ. P/AGUA TUB. CONEX. DOM. TN. A= 0.40CM

01.03.02.02 REFINE Y NIVELACION DE ZANJAS PARA CONEX. DOM.

01.03.02.03 RELLENO Y COLOCACIÓN CAMA DE ARENA PARA TUBERÍA Ø90MM. E=0.30 M.





r=3.50

r=3.50

01.03.02.04 RELLENO DE ZANJA C/MAT. PROPIO SELEC. EN CONEX. DOM.

01.03.02.05 ELIMINACION DE MATERIAL EXCEDENTE C/EQUIPO.

01.03.03 CONEXIONES DOMICILIARIAS

01.03.03.01 CONEXIONES DOMICILIARIAS CORTAS (PROM. 5.00M)

01.03.03.02 CONEXIONES DOMICILIARIAS LARGAS (PROM. 15.00M)

01.03.04 PRUEBA HIDRÁULICA Y DESINFECCIÓN EN CONEXIONES

01.03.04.01 PRUEBA HIDRAULICA Y DESINFECCION

01.03.05 MEDIDORES DE AGUA

01.03.05.01 SUMINISTRO E INSTALACION DE MEDIDORES DE AGUA

02 ALCANTARILLADO SANITARIO

02.01 TRABAJOS PROVISIONALES

02.01.01 TRANQUERA T/BARANDA 2.4x2.1M PROV. P/ZEÑALIZACION-PROTECCION DE OBRA.

02.02 REDES DE DESAGUE

02.02.01 TRABAJOS PRELIMINARES

02.02.01.01 TRAZO NIVELES Y REPLANTEO REDES DE DESAGUE.

02.02.01.02 CINTA SEÑALIZADORA PARA LIMITE DE SEGURIDAD

02.02.02 COLECTORES PRINCIPALES

02.02.02.01 MOVIMIENTO DE TIERRAS

02.02.02.01.01 EXCAVACIÓN PARA CAJAS CONDOMINIALES

02.02.02.01.02 EXCAVACIÓN PARA BUZONES

02.02.02.01.03 EXCAVACIÓN DE ZANJA C/ EQ. TN. A= 0.60M H< 1.19M.(COND.)

02.02.02.01.04 EXCAVACION DE ZANJA C/EQ. TN. A=0.60M H= 1.50M

02.02.02.01.05 EXCAVACIÓN DE ZANJA C/EQ. TN. A= 0.60M H= 1.51-2.00 M

02.02.02.01.06 EXCAVACION DE ZANJA C/EQ.TN. A= 0.80M H= 2.01-2.50 M

02.02.02.01.07 EXCAVACIÓN DE ZANJA C/EQ. TN. A=1.00M H= 3.01-3.50 M

02.02.02.01.08 EXCAVACIÓN DE ZANJA C/EQ. TN A=1.00M H= 3.51-4.00 M

02.02.02.01.09 EXCAVACIÓN DE ZANJA C/EQ. TN. A=1.00M H= 4.01-4.50 M.

02.02.02.01.10 EXCAVACIÓN DE ZANJA C/EQ. TN. A= 1.20M H= 5.01-5.50 M

02.02.02.01.11 REFINE Y NIVELACIÓN FONDO DE ZANJA TN A=1.00M.

02.02.02.01.12 RELLENO Y CAMA DE ARENA MANUAL E=0.30 M. A=1.00 M.

02.02.02.01.13 RELLENO COMPACTADO ZANJA TN HASTA 0.80M. PROF.





02.02.02.01.18 RELLENO COMPACTADO ZANJA TN HASTA 3.50M. PROF..




02.02.02.01.22 ENTIBADO CORRIDO DE ZANJAS DE H=2.5M HASTA 7.00 PROF. TN

02.02.02.01.23 ELIMINACION DE MATERIAL EXCEDENTE C/EQUIPO.

02.02.02.02 SUMINISTRO E INSTALACIÓN DE TUBERÍAS

02.02.02.02.01 SUM. E INST. TUBERIA PVC-UF DESAGUE ISO-4435 S-20 Ø 200 MM.

02.02.02.02.02 PRUEBA HIDR.NIVELACION, ALINEAMIENTO Y DEFLEXION. TUBERIA DN 200 MM

02.02.02.03 CONSTRUCCION DE BUZONES

02.02.02.03.01 BUZONES DE CONCRETO "A" DE H= 1.20 HASTA 1.50 M




02.02.02.03.05 BUZONES DE CONCRETO "B" DE H= 4.01 HASTA 4.50 M



02.02.02.04 CAIDAS ESPECIALES





r=3.50

r=3.50

02.02.02.04.01 CAIDA ESPECIAL P/ BUZON CON TUBERIA PVC Ø 200MM HASTA 2.00M PROF.

02.02.02.04.02 CAIDA ESPECIAL P/ BUZON CON TUBERIA PVC Ø 200MM HASTA 3.00M PROF.

02.02.02.04.03 CAIDA ESPECIAL P/ BUZON CON TUBERIA PVC Ø 200MM T.S. HASTA 5.0M PROF. T.N.

02.02.03 CONEXIONES DOMICILIARIAS DE DESAGUE

02.02.03.01 TRABAJOS PRELIMINARES

02.02.03.01.01 TRAZO NIVELES Y REPLANTEO.

02.02.03.02 MOVIMIENTO DE TIERRAS

02.02.03.02.01 EXCAVACION DE ZANJA CON EQUIPO H<2.0M p/conexion domic.

02.02.03.02.02 REFINE Y NIVELACION FONDO DE ZANJA TN A=0.60M.

02.02.03.02.03 RELLENO Y CAMA DE ARENA MANUAL E=0.30 M. A=1.00 M.


02.02.03.02.05 ELIMINACION DE MATERIAL EXCEDENTE C/EQUIPO.

02.02.03.03 CONEXIONES DOMICILIARIAS

02.02.03.03.01 CONEXION DOMICILIARIA DE DESAGUE (INC. T/ LOS ACCES.)

02.02.03.04 CONEXIONES DOMICILIARIAS

02.02.03.04.01 CONEXION CONDOMINIAL DE DESAGUE D=0.60M





r=3.50

r=3.50

01 AGUA POTABLE 239,170.57


01.01.01 TRANQUERA T/BARANDA 2.4x2.1M PROV. P/ZEÑALIZACION-PROTECCION DE OBRA. 1,106.40 S/. 1,106.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02 REDES DE DISTRIBUCIÓN DE AGUA POTABLE 162,443.65

01.02.01 OBRAS PRELIMINARES 3,914.95

01.02.01.01 TRAZO NIVELES Y REPLANTEO. 3,914.95 S/. 3,916.20 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02 MOVIMIENTO DE TIERRAS 88,174.54

01.02.02.01 EXCAVACIÓN DE ZANJA C/EQ. P/AGUA TUB. Ø 110MM TN. A= 0.60M H<1.40 M. 20,455.23 S/. 18,722.49 S/. 1,739.25 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.02 REFINE Y NIVELACIÓN DE ZANJAS PARA TUB. Ø 110MM A=0.60M. 2,326.96 S/. 2,313.15 S/. 14.55 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.03 RELLENO Y CAMA DE ARENA PARA TUBERÍA Ø110MM. E=0.40M. A= 0.60M. 28,237.97 S/. 0.00 S/. 28,246.95 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.04 RELLENO DE ZANJA C/MAT. PROPIO SELEC. EN TUB. Ø 110MM H<1.40M. 28,891.78 S/. 0.00 S/. 22,940.96 S/. 5,950.82 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.02.05 ELIMINACION DE MATERIAL EXCEDENTE C/EQUIPO. 8,262.60 S/. 0.00 S/. 0.00 S/. 8,262.60 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03 TUBERIA, SUMINISTRO E INSTALACIÓN 37,907.43

01.02.03.01 SUMINISTRO E INSTALACIÓN DE TUBERIA Ø110MM. PVC-UF ISO 4422 C-7.5 33,222.07 S/. 31,065.13 S/. 2,167.50 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.03.02 PRUEBA HIDRAULICA Y DESINFECCION 4,685.36 S/. 0.00 S/. 3,768.85 S/. 918.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04 SUMINISTRO E INSTALACIÓN DE ACCESORIOS H° D° Y PVC 11,637.70

01.02.04.01 CRUZ DE H.D Ø 110x110mm 1,851.44 S/. 1,812.45 S/. 38.99 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04.02 TEE DE H.D. Ø110x110MM. 4,198.60 S/. 4,193.40 S/. 5.20 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04.03 CODO DE H.D. Ø 110MM x 90º 685.72 S/. 684.68 S/. 1.04 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04.04 CODO DE H.D. Ø 110MM x 45º 302.86 S/. 281.55 S/. 21.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04.05 CODO DE H.D. Ø 110MM x 22.5º 1,564.30 S/. 1,498.02 S/. 66.28 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04.06 YEE DE H.D. Ø 110MM x 45º 171.43 S/. 149.21 S/. 22.22 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04.07 TAPON PVC U/F Ø110 MM. 181.59 S/. 128.24 S/. 53.35 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.04.08 DADO DE CONCRETO PARA ANCLAJE DE ACCESORIOS F´C=140KG/CM2 2,681.76 S/. 2,681.76 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00





r=3.50

r=3.50

01.02.05 SUMINISTRO E INSTALACION DE VÁLVULAS DE HIERRO DUCTIL 16,749.63

01.02.05.01 VALVULA HD Ø 110MM. ISO-LUFLEX 6,171.57 S/. 0.00 S/. 5,544.78 S/. 626.79 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.05.02 DADO DE CONCRETO PARA ANCLAJE DE ACCESORIOS F´C=140KG/CM2 502.83 S/. 0.00 S/. 384.39 S/. 118.44 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.05.03 CAMARA DE CONCRETO ARMADO PARA VÁLVULA DE AGUA. 10,075.23 S/. 0.00 S/. 0.00 S/. 10,075.23 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.06 SUMINISTRO E INSTALACION DE HIDRANTES 4,059.40

01.02.06.01 HIDRANTE HD 02 BOCAS DN 110 MM C/EMPALME A TUB. DN 100MM 3,947.66 S/. 0.00 S/. 3,947.66 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.02.06.02 DADO DE CONCRETO PARA ANCLAJE DE ACCESORIOS F´C=140KG/CM2 111.74 S/. 0.00 S/. 111.74 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03 CONEXIONES DOMICILIARIAS DE AGUA POTABLE 75,620.52


01.03.01.01 TRAZO NIVELES Y REPLANTEO. 2,079.15 S/. 2,002.31 S/. 76.84 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.01.02 CINTA SEÑALIZADORA PARA LIMITE DE SEGURIDAD 634.60 S/. 499.46 S/. 130.26 S/. 4.88 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.02 MOVIMIENTO DE TIERRAS 33,643.75

01.03.02.01 EXCAVACIÓN DE ZANJA C/ EQ. P/AGUA TUB. CONEX. DOM. TN. A= 0.40CM 10,754.80 S/. 7,689.68 S/. 3,065.12 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.02.02 REFINE Y NIVELACION DE ZANJAS PARA CONEX. DOM. 1,319.30 S/. 679.44 S/. 639.86 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.02.03 RELLENO Y COLOCACIÓN CAMA DE ARENA PARA TUBERÍA Ø90MM. E=0.30 M. 10,988.60 S/. 6,965.85 S/. 4,022.75 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.02.04 RELLENO DE ZANJA C/MAT. PROPIO SELEC. EN CONEX. DOM. 9,118.20 S/. 17.27 S/. 73.91 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.02.05 ELIMINACION DE MATERIAL EXCEDENTE C/EQUIPO. 1,462.85 S/. 0.00 S/. 1,462.85 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.03 CONEXIONES DOMICILIARIAS 25,608.95

01.03.03.01 CONEXIONES DOMICILIARIAS CORTAS (PROM. 5.00M) 18,696.95 S/. 15,725.98 S/. 2,970.97 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.03.02 CONEXIONES DOMICILIARIAS LARGAS (PROM. 15.00M) 6,912.00 S/. 5,577.77 S/. 1,334.24 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.04 PRUEBA HIDRÁULICA Y DESINFECCIÓN EN CONEXIONES 2,488.30

01.03.04.01 PRUEBA HIDRAULICA Y DESINFECCION 2,488.30 S/. 0.00 S/. 2,488.30 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0001.03.05 MEDIDORES DE AGUA 11,165.77

01.03.05.01 SUMINISTRO E INSTALACION DE MEDIDORES DE AGUA 11,165.77 S/. 0.00 S/. 11,006.26 S/. 159.51 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002 ALCANTARILLADO SANITARIO 359,322.36


02.01.01 TRANQUERA T/BARANDA 2.4x2.1M PROV. P/ZEÑALIZACION-PROTECCION DE OBRA. 1,106.40 S/. 1,106.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02 REDES DE DESAGUE 358,215.96


02.02.01.01 TRAZO NIVELES Y REPLANTEO REDES DE DESAGUE. 3,885.27 S/. 0.00 S/. 3,885.27 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.01.02 CINTA SEÑALIZADORA PARA LIMITE DE SEGURIDAD 946.41 S/. 0.00 S/. 946.41 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02 COLECTORES PRINCIPALES 258,653.87

02.02.02.01 MOVIMIENTO DE TIERRAS 129,752.64

02.02.02.01.01 EXCAVACIÓN PARA CAJAS CONDOMINIALES 315.09 S/. 0.00 S/. 297.37 S/. 17.72 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.02 EXCAVACIÓN PARA BUZONES 4,482.88 S/. 0.00 S/. 1,480.95 S/. 3,001.93 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.03 EXCAVACIÓN DE ZANJA C/ EQ. TN. A= 0.60M H< 1.19M.(COND.) 2,552.53 S/. 0.00 S/. 494.55 S/. 2,057.98 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.04 EXCAVACION DE ZANJA C/EQ. TN. A=0.60M H= 1.50M 2,337.83 S/. 0.00 S/. 292.23 S/. 2,045.60 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.05 EXCAVACIÓN DE ZANJA C/EQ. TN. A= 0.60M H= 1.51-2.00 M 5,855.23 S/. 0.00 S/. 0.00 S/. 5,855.23 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.06 EXCAVACION DE ZANJA C/EQ.TN. A= 0.80M H= 2.01-2.50 M 5,913.22 S/. 0.00 S/. 0.00 S/. 1,700.05 S/. 4,213.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.07 EXCAVACIÓN DE ZANJA C/EQ. TN. A=1.00M H= 3.01-3.50 M 2,340.09 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,340.09 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.08 EXCAVACIÓN DE ZANJA C/EQ. TN A=1.00M H= 3.51-4.00 M 1,454.21 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,454.21 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.09 EXCAVACIÓN DE ZANJA C/EQ. TN. A=1.00M H= 4.01-4.50 M. 3,646.49 S/. 0.00 S/. 0.00 S/. 0.00 S/. 3,646.49 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.10 EXCAVACIÓN DE ZANJA C/EQ. TN. A= 1.20M H= 5.01-5.50 M 7,613.36 S/. 0.00 S/. 0.00 S/. 0.00 S/. 5,995.52 S/. 1,617.84 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.11 REFINE Y NIVELACIÓN FONDO DE ZANJA TN A=1.00M. 6,925.12 S/. 0.00 S/. 894.49 S/. 6,030.63 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.12 RELLENO Y CAMA DE ARENA MANUAL E=0.30 M. A=1.00 M. 16,635.02 S/. 0.00 S/. 0.00 S/. 13,562.37 S/. 3,072.65 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.13 RELLENO COMPACTADO ZANJA TN HASTA 0.80M. PROF. 2,462.52 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,462.52 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.14 RELLENO COMPACTADO ZANJA TN HASTA 1.19M. PROF. 1,167.95 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,167.95 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.15 RELLENO COMPACTADO ZANJA TN HASTA 1.50M. PROF. 2,540.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,540.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.16 RELLENO COMPACTADO ZANJA TN HASTA 2.00M. PROF. 6,366.04 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,233.42 S/. 5,132.62 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.17 RELLENO COMPACTADO ZANJA TN HASTA 2.50M. PROF. 7,544.81 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 7,544.81 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.18 RELLENO COMPACTADO ZANJA TN HASTA 3.50M. PROF.. 2,211.40 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 638.78 S/. 1,583.07 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.19 RELLENO COMPACTADO ZANJA TN HASTA 4.00M. PROF. 1,320.12 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,320.12 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.20 RELLENO COMPACTADO ZANJA TN HASTA 4.50M. PROF. 5,100.68 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 5,113.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00





r=3.50

r=3.50

02.02.02.01.21 RELLENO COMPACTADO ZANJA TN HASTA 5.50M. PROF. 14,006.19 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 14,006.19 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.22 ENTIBADO CORRIDO DE ZANJAS DE H=2.5M HASTA 7.00 PROF. TN 9,904.27 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 9,691.69 S/. 212.58 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.01.23 ELIMINACION DE MATERIAL EXCEDENTE C/EQUIPO. 17,057.19 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 14,640.52 S/. 2,416.40 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.02 SUMINISTRO E INSTALACIÓN DE TUBERÍAS 66,186.47

02.02.02.02.01 SUM. E INST. TUBERIA PVC-UF DESAGUE ISO-4435 S-20 Ø 200 MM. 61,545.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 56,502.46 S/. 5,042.71 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.02.02 PRUEBA HIDR.NIVELACION, ALINEAMIENTO Y DEFLEXION. TUBERIA DN 200 MM 4,641.30 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 4,641.30 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.03 CONSTRUCCION DE BUZONES 58,576.80

02.02.02.03.01 BUZONES DE CONCRETO "A" DE H= 1.20 HASTA 1.50 M 12,757.14 S/. 0.00 S/. 0.00 S/. 12,757.14 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.03.02 BUZONES DE CONCRETO "A" DE H= 1.51 HASTA 2.00 M 13,868.82 S/. 0.00 S/. 0.00 S/. 9,972.97 S/. 3,895.85 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.03.03 BUZONES DE CONCRETO "A" DE H= 2.01 HASTA 2.50 M 9,795.00 S/. 0.00 S/. 0.00 S/. 5,108.29 S/. 4,686.71 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.03.04 BUZONES DE CONCRETO "A" DE H= 2.51 HASTA 3.00 M 2,439.75 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,439.75 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.03.05 BUZONES DE CONCRETO "B" DE H= 4.01 HASTA 4.50 M 10,811.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 10,811.31 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.03.06 BUZONES DE CONCRETO "B" DE H= 5.01 HASTA 5.50 M 4,452.39 S/. 0.00 S/. 0.00 S/. 0.00 S/. 3,462.97 S/. 989.42 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.03.07 BUZONES DE CONCRETO "B" DE H= 5.51 HASTA 6.00 M 4,452.39 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 4,452.39 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.04 CAIDAS ESPECIALES 4,137.96

02.02.02.04.01 CAIDA ESPECIAL P/ BUZON CON TUBERIA PVC Ø 200MM HASTA 2.00M PROF. 460.29 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 450.12 S/. 10.17 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.04.02 CAIDA ESPECIAL P/ BUZON CON TUBERIA PVC Ø 200MM HASTA 3.00M PROF. 2,296.80 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 2,296.80 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.02.04.03 CAIDA ESPECIAL P/ BUZON CON TUBERIA PVC Ø 200MM T.S. HASTA 5.0M PROF. T.N. 1,380.87 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 1,380.87 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03 CONEXIONES DOMICILIARIAS DE DESAGUE 94,730.41

02.02.03.01 TRABAJOS PRELIMINARES 1,812.72

02.02.03.01.01 TRAZO NIVELES Y REPLANTEO. 1,812.72 S/. 0.00 S/. 1,812.72 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03.02 MOVIMIENTO DE TIERRAS 39,370.60

02.02.03.02.01 EXCAVACION DE ZANJA CON EQUIPO H<2.0M p/conexion domic. 7,986.16 S/. 0.00 S/. 7,626.78 S/. 359.38 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03.02.02 REFINE Y NIVELACION FONDO DE ZANJA TN A=0.60M. 3,356.08 S/. 0.00 S/. 3,104.37 S/. 251.71 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03.02.03 RELLENO Y CAMA DE ARENA MANUAL E=0.30 M. A=1.00 M. 8,219.12 S/. 0.00 S/. 7,108.83 S/. 1,110.29 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03.02.04 RELLENO COMPACTADO ZANJA TN HASTA 2.00M. PROF. 12,157.60 S/. 0.00 S/. 3,644.75 S/. 8,512.85 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03.02.04 ELIMINACION DE MATERIAL EXCEDENTE C/EQUIPO. 7,651.64 S/. 0.00 S/. 0.00 S/. 19,619.60 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03.03 CONEXIONES DOMICILIARIAS 47,434.65

02.02.03.03.01 CONEXION DOMICILIARIA DE DESAGUE (INC. T/ LOS ACCES.) 47,434.65 S/. 0.00 S/. 47,043.95 S/. 390.70 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.0002.02.03.04 CONEXIONES DOMICILIARIAS 6,112.44

02.02.03.04.01 CONEXION CONDOMINIAL DE DESAGUE D=0.60M 6,112.44 S/. 0.00 S/. 6,112.44 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00 S/. 0.00COSTO DIRECTO 6,720,663.91 2,442,642.10 1,210,839.08 416,011.60 398,416.56 792,556.80 641,532.89 342,068.47 318,175.46 130,540.15 30,873.87COSTO DIRECTO TOTAL 6,720,663.91 2,442,642.10 1,210,839.08 416,011.60 398,416.56 792,556.80 641,532.89 342,068.47 318,175.46 130,540.15 30,873.87GASTOS GENERALES 10.00% 672,066.39 244,264.21 121,083.91 41,601.16 39,841.66 79,255.68 64,153.29 34,206.85 31,817.55 13,054.02 3,087.39UTILIDAD 10.00% 672,066.39 244,264.21 121,083.91 41,601.16 39,841.66 79,255.68 64,153.29 34,206.85 31,817.55 13,054.02 3,087.39SUB TOTAL 8,064,796.69 2,931,170.52 1,453,006.90 499,213.92 478,099.87 951,068.16 769,839.47 410,482.16 381,810.55 156,648.18 37,048.64IGV 18% 1,451,663.40 527,610.69 261,541.24 89,858.51 86,057.98 171,192.27 138,571.10 73,886.79 68,725.90 28,196.67 6,668.76PRESUPUESTO TOTAL 9,516,460.10 3,458,781.22 1,714,548.14 589,072.43 564,157.85 1,122,260.43 908,410.57 484,368.95 450,536.45 184,844.85 43,717.40PORCENTAJE DE AVANCE 36.35% 18.02% 6.19% 5.93% 11.79% 9.55% 5.09% 4.73% 1.94% 0.46%PORCENTAJE DE AVANCE ACUMULADO. 36.35% 54.36% 60.55% 66.48% 78.27% 87.82% 92.91% 97.64% 99.59% 100.04%

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