2

INIDICE UNIFICADOPARTIDADESCRIPCIONPARCIALTOTALPRODUCTOPartida01.01ALMACEN Y CASETA DE GUARDIANA01.01701.02Rendimientondmes/DIA1EQ.1Costo unitario directo por : mes231.72701.03702CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.702.01Mano de Obra702.02014701000447PEONhh0.547.730.807.00215.6002.0330.807.00215.6002.04Materiales7.007.0003025302000153.00ALQUILER DE LOCALmes1200200.007.001400.0003.01200.007.001400.0003.0237.5515,623.05Equipos7.007.0003.0321.453,031.31033701000137HERRAMIENTAS MANUALES%MO330.80.927.006.4403.0430.039,412.000.927.006.4403.0521.04469.610.0003.0610.565,066.05Partida01.02MOVILIZACION Y DESMOVILIZACION DE EQUIPO2.002.0003.07118,508.49Partida01.03CARTEL DE IDENTIFICACION DE OBRA04.02.015.4960,838.372.002.0004.02.0234.78385,420.48Rendimientound/DIA3EQ.3Costo unitario directo por : und1587.992.002.000546,321.872.002.0005.01271.4838,365.55CdigoDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.2.002.0005.0222.527,956.32Mano de Obra2.002.00066,832.00014701000247OPERARIOhh0.51.33339.5312.712.0025.4206.01263.415,879.31014701000347OFICIALhh12.66678.5322.752.0045.5006.0225.61952.6935.462.0070.9207282,889.92Materiales2.002.0007.0194,257.16022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL2.115.4632.472.0064.9407.01.01239.5554,734.78023800000038HORMIGONm30.53819.002.0038.0007.01.0219.8039,522.38028101000181GIGANTOGRAFIA 2.40 X 3.60 INC. ARMADURAund115001500.002.003000.0007.0256,814.951551.472.003102.9407.02.0119.8029,304.00Equipos2.002.0007.02.02239.5526,590.05033701000137HERRAMIENTAS MANUALES%MO335.461.062.002.1207.02.0325.23920.901.062.002.1207.030.0007.03.01Partida02.01TRAZO Y REPLANTEO07.03.0217778.6017778.6007.04Rendimientondm2/DIA1200EQ.1200Costo unitario directo por : m20.8217778.6017778.6007.04.0117778.6017778.6007.04.02CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.17778.6017778.6007.04.03Mano de Obra17778.6017778.6007.05014700003247TOPOGRAFOhh10.006712.390.0817778.601422.2907.05.01014701000147CAPATAZhh0.10.000712.390.0117778.60177.7907.05.02014701000447PEONhh20.01337.70.1017778.601777.8607.05.030.1917778.603377.9307.05.04Materiales17778.6017778.600802021300212CLAVOS PARA CALAMINAkg0.00594.20.0217778.60355.5708.01022922000129CORDELkg0.019921.010.4217778.607467.0108.02024301000343MADERA TORNILLOp20.00530.0217778.60355.5709025411009054PINTURA ESMALTE SINTETICOgln0.0006450.0317778.60533.3609.010.4917778.608711.5109.02Equipos17778.6017778.6009.03033701000137HERRAMIENTAS MANUALES%MO50.190.0117778.60177.7909.04033754000137MIRAS Y JALONESHE10.006750.0317778.60533.3610033754001137TEODOLITOHE10.0067150.1017778.601777.8610.010.1417778.602489.00110.0011.01Partida02.02ROTURA DE VEREDAS EXISTENTES11.0254.0054.0011.03Rendimientondm3/DIA28EQ.28Costo unitario directo por : m333.4354.0054.001254.0054.0012.01CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.54.0054.0012.02Mano de Obra54.0054.0013014701000347OFICIALhh10.28578.532.4454.00131.7613.01014701000447PEONhh20.57147.74.4054.00237.6013.026.8454.00369.3613.03Materiales54.0054.0013.04023008001030BARRENO 5' X 1/8"und0.0153505.2554.00283.5013.055.2554.00283.5014Equipos54.0054.0014.01033701000137HERRAMIENTAS MANUALES%MO36.840.2154.0011.3414.02034901000249COMPRESORA NEUMATICA 250-330 PCM, 87 HPhm10.285759.3816.9654.00915.8414.03034906000449MARTILLO NEUMATICO DE 25 Kg.hm10.285714.64.1754.00225.1814.0421.3454.001152.3614.050.0015Partida02.03ROTURA DE PAVIMENTO FLEXIBLE15.0152.0052.0015.02Rendimientondm2/DIA70EQ.70Costo unitario directo por : m216.5252.0052.0015.0352.0052.0015.04CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.52.0052.0015.05Mano de Obra52.0052.0015.06014701000347OFICIALhh10.11438.530.9752.0050.4415.07014701000447PEONhh20.22867.71.7652.0091.5215.082.7352.00141.96Materiales52.0052.00023008001030BARRENO 5' X 1/8"und0.0153505.2552.00273.005.2552.00273.00Equipos52.0052.00033701000137HERRAMIENTAS MANUALES%MO32.730.0852.004.16034901000249COMPRESORA NEUMATICA 250-330 PCM, 87 HPhm10.114359.386.7952.00353.08034906000449MARTILLO NEUMATICO DE 25 Kg.hm10.114314.61.6752.0086.848.5452.00444.080.00Partida02.04ROTURA DE ELEMENTOS DE CONCRETO EXISTENTES0.600.60Rendimientondm3/DIA20EQ.20Costo unitario directo por : m344.350.600.600.600.60CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.0.600.60Mano de Obra0.600.60014701000347OFICIALhh10.48.533.410.602.05014701000447PEONhh20.87.76.160.603.709.570.605.74Materiales0.600.60023008001030BARRENO 5' X 1/8"und0.0153505.250.603.155.250.603.15Equipos0.600.60033701000137HERRAMIENTAS MANUALES%MO39.570.290.600.17034902009349COMPRESORA NEUMATICA GASL.125- 175 PCM - 76 HPhm10.458.523.400.6014.04034906000449MARTILLO NEUMATICO DE 25 Kg.hm10.414.65.840.603.5029.530.6017.720.00Partida03.01CORTE A NIVEL DE SUB RASANTE TERRENO ROCOSO8321.238321.23Rendimientondm3/DIA300EQ.300Costo unitario directo por : m312.438321.238321.238321.238321.23CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.8321.238321.23Mano de Obra8321.238321.23014701000147CAPATAZhh0.10.002712.390.038321.23249.64014701000347OFICIALhh10.02678.530.238321.231913.88014701000447PEONhh10.02677.70.218321.231747.460.478321.233910.98Materiales8321.238321.23023008001030BARRENO 5' X 1/8"und0.0153505.258321.2343686.465.258321.2343686.46Equipos8321.238321.23033701000137HERRAMIENTAS MANUALES%MO50.470.028321.23166.42034902000849COMPRESORA NEUMATICA 87 HP 250-330 PCMhm0.50.013356.830.768321.236324.13034904003449TRACTOR DE ORUGAS DE 190-240 HPhm10.02672155.748321.2347763.86034906000449MARTILLO NEUMATICO DE 25 Kg.hm0.50.013314.60.198321.231581.036.718321.2355835.450.00Partida03.02CORTE DE TERRENO MANUAL0.00Rendimientondm3/DIA2EQ.2Costo unitario directo por : m337.55416.06416.06416.06416.06CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.416.06416.06Mano de Obra416.06416.06014701000147CAPATAZhh0.10.412.394.96416.062063.66014701000447PEONhh147.730.80416.0612814.6535.76416.0614878.31Equipos416.06416.06033701000137HERRAMIENTAS MANUALES%MO535.761.79416.06744.751.79416.06744.750.00Partida03.03EXCAVACION MANUAL EN CUNETA141.32141.32Rendimientondm3/DIA3.5EQ.3.5Costo unitario directo por : m321.45141.32141.32141.32141.32CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.141.32141.32Mano de Obra141.32141.32014701000147CAPATAZhh0.10.228612.392.83141.32399.94014701000447PEONhh12.28577.717.60141.322487.2320.43141.322887.17Equipos141.32141.32033701000137HERRAMIENTAS MANUALES%MO520.431.02141.32144.151.02141.32144.150.00Partida03.04EXCAVACION PARA SARDINELES TERRENO ROCOSO313.42313.42Rendimientondm3/DIA2.5EQ.2.5Costo unitario directo por : m330.03313.42313.42313.42313.42CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.313.42313.42Mano de Obra313.42313.42014701000147CAPATAZhh0.10.3212.393.96313.421241.14014701000447PEONhh13.27.724.64313.427722.6728.60313.428963.81Equipos313.42313.42033701000137HERRAMIENTAS MANUALES%MO528.61.43313.42448.191.43313.42448.190.00Partida03.05EXCAVACION MANUAL EN BADEN22.3222.32Rendimientondm3/DIA3.5EQ.3.5Costo unitario directo por : m321.0422.3222.3222.3222.32CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.22.3222.32Mano de Obra22.3222.32014701000147CAPATAZhh0.10.228612.392.8322.3263.17014701000447PEONhh12.28577.717.6022.32392.8320.4322.32456.00Equipos22.3222.32033701000137HERRAMIENTAS MANUALES%MO320.430.6122.3213.620.6122.3213.620.00Partida03.06EXCAVACION, DESQUINCHE Y PEINADO DE TALUDES EN JARDINERIA REND=300 M3/DIA479.74479.74Rendimientondm3/DIA100EQ.100Costo unitario directo por : m310.56479.74479.74479.74479.74CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.479.74479.74Mano de Obra479.74479.74014701000147CAPATAZhh0.20.01612.390.20479.7495.95014701000447PEONhh10.087.70.62479.74297.440.82479.74393.39Equipos479.74479.74033701000137HERRAMIENTAS MANUALES%MO30.820.02479.749.59034904002149RETROEXCAVADOR S/LLANTAS 58 HP 1 YD3.hm10.08121.59.72479.744663.079.74479.744672.670.00Partida03.07.01ACARREO INTERNO DE MATERIAL1721.801721.80Rendimientondm3/DIA24EQ.24Costo unitario directo por : m311.211721.801721.801721.801721.80CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.1721.801721.80Mano de Obra1721.801721.80014701000147CAPATAZhh0.10.033312.390.411721.80705.94014701000447PEONhh41.33337.710.271721.8017682.8910.681721.8018388.82Equipos1721.801721.80033701000137HERRAMIENTAS MANUALES%MO510.680.531721.80912.550.531721.80912.550.00Partida03.07.02CARGUIO (ELIMINACION DE MATERIAL EXCEDENTE)11707.2711707.27Rendimientondm3/DIA380EQ.380Costo unitario directo por : m30.2611707.2711707.2711707.2711707.27CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.11707.2711707.27Mano de Obra11707.2711707.27014701000347OFICIALhh0.50.01058.530.0911707.271053.65014701000447PEONhh10.02117.70.1611707.271873.160.2511707.272926.82Equipos11707.2711707.27033701000137HERRAMIENTAS MANUALES%MO50.250.0111707.27117.070.0111707.27117.070.00Partida03.07.03TRANSPORTE (ELIM. DE MAT. EXCEDENTE)11707.2711707.27Rendimientondm3/DIA350EQ.350Costo unitario directo por : m35.2411707.2711707.2711707.2711707.27CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.11707.2711707.27Mano de Obra11707.2711707.27014701000347OFICIALhh0.250.00578.530.0511707.27585.360.0511707.27585.36Equipos11707.2711707.27033701000137HERRAMIENTAS MANUALES%MO30.0511707.2711707.27034811000448VOLQUETE DE 15 M3hm20.0457113.55.1911707.2760760.735.1911707.2760760.730.00Partida03.07.04ESCARIFICADO, PERFILADO/COMP. SUB - RASANTE15270.6715270.67Rendimientondm2/DIA1450EQ.1450Costo unitario directo por : m22.2815270.6715270.6715270.6715270.67CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.15270.6715270.67Mano de Obra15270.6715270.67014701000147CAPATAZhh0.10.000612.390.0115270.67152.71014701000347OFICIALhh10.00558.530.0515270.67763.53014701000447PEONhh30.01667.70.1315270.671985.190.1915270.672901.43Materiales15270.6715270.67023905000039AGUAm30.2910.2915270.674428.490.2915270.674428.49Equipos15270.6715270.67033701000137HERRAMIENTAS MANUALES%MO50.190.0115270.67152.71034812000248CAMION CISTERNA 4X2 (AGUA) 2,000 GAL.hm0.50.0028113.450.3215270.674886.61034903000749RODILLO LISO VIBR AUTOP 125HPhm10.0055135.250.7415270.6711300.30034909000049MOTONIVELADORA DE 125 HPhm10.0055132.770.7315270.6711147.591.801.800.00Partida04.01.01EXTRACCION DE BASE4429.114429.11Rendimientondm3/DIA390EQ.390Costo unitario directo por : m36.954429.114429.114429.114429.11CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.4429.114429.11Mano de Obra4429.114429.11014701000147CAPATAZhh0.10.002112.390.034429.11132.87014701000347OFICIALhh0.50.01038.530.094429.11398.62014701000447PEONhh10.02057.70.164429.11708.660.284429.111240.15Materiales4429.114429.1102053000705MATERIAL DE CANTERAm312.252.254429.119965.502.254429.119965.50Equipos4429.114429.11033701000137HERRAMIENTAS MANUALES%MO30.280.014429.1144.29034904003449TRACTOR DE ORUGAS DE 190-240 HPhm10.02052154.414429.1119532.384.424429.1119576.670.00Partida04.01.02SELECCION DE MATERIAL P/BASE GRANULAR4112.744112.74Rendimientondm3/DIA380EQ.380Costo unitario directo por : m33.914112.744112.744112.744112.74CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.4112.744112.74Mano de Obra4112.744112.74014701000147CAPATAZhh0.20.004212.390.054112.74205.64014701000347OFICIALhh0.50.01058.530.094112.74370.15014701000447PEONhh30.06327.70.494112.742015.240.634112.742591.03Equipos4112.744112.74033701000137HERRAMIENTAS MANUALES%MO50.630.034112.74123.38034904001049CARGADOR S/LLANTAS 125-155 HP 3 YD3.hm10.02111453.064112.7412584.98034908001449ZARANDA METALICAhm20.04214.50.194112.74781.423.284112.7413489.790.00Partida04.01.03CARGUIO4112.744112.74Rendimientondm3/DIA390EQ.390Costo unitario directo por : m33.234112.744112.744112.744112.74CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.4112.744112.74Mano de Obra4112.744112.74014701000347OFICIALhh0.50.01038.530.094112.74370.15014701000447PEONhh10.02057.70.164112.74658.040.254112.741028.19Equipos4112.744112.74033701000137HERRAMIENTAS MANUALES%MO50.250.014112.7441.13034904001049CARGADOR S/LLANTAS 125-155 HP 3 YD3.hm10.02051452.974112.7412214.842.984112.7412255.970.00Partida04.01.04TRANSPORTE4112.744112.74Rendimientondm3/DIA380EQ.380Costo unitario directo por : m354112.744112.744112.744112.74CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.4112.744112.74Mano de Obra4112.744112.74014701000347OFICIALhh0.250.00538.530.054112.74205.64014701000447PEONhh10.02117.70.164112.74658.040.214112.74863.68Equipos4112.744112.74033701000137HERRAMIENTAS MANUALES%MO50.210.014112.7441.13034811000448VOLQUETE DE 15 M3hm20.0421113.54.784112.7419658.904.794112.7419700.020.00Partida04.01.05EXT. RIEGO Y COMPAC. DE S-BASE E=0.2511623.6911623.69Rendimientondm2/DIA1500EQ.1500Costo unitario directo por : m22.0111623.6911623.6911623.6911623.69CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.11623.6911623.69Mano de Obra11623.6911623.69014701000147CAPATAZhh10.005312.390.0711623.69813.66014701000347OFICIALhh10.00538.530.0511623.69581.18014701000447PEONhh30.0167.70.1211623.691394.840.2411623.692789.69Materiales11623.6911623.69023905000039AGUAm30.02510.0311623.69348.710.0311623.69348.71Equipos11623.6911623.69033701000137HERRAMIENTAS MANUALES%MO30.240.0111623.69116.24034812000248CAMION CISTERNA 4X2 (AGUA) 2,000 GAL.hm0.50.0027113.450.3111623.693603.34034903000749RODILLO LISO VIBR AUTOP 125HPhm10.0053135.250.7211623.698369.06034909000049MOTONIVELADORA DE 125 HPhm10.0053132.770.7011623.698136.581.7411623.6920225.220.00Partida04.02.01IMPRIMACION ASFALTICA11081.6711081.67Rendimientondm2/DIA2350EQ.2350Costo unitario directo por : m25.4911081.6711081.6711081.6711081.67CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.11081.6711081.67Mano de Obra11081.6711081.67014701000147CAPATAZhh10.003412.390.0411081.67443.27014701000347OFICIALhh10.00348.530.0311081.67332.45014701000447PEONhh60.02047.70.1611081.671773.070.2311081.672548.78Materiales11081.6711081.67021300000613ASFALTO RC-250gln0.389.53.6111081.6740004.83025300000053KEROSENE INDUSTRIALgln0.08510.50.8911081.679862.694.5011081.6749867.52Equipos11081.6711081.67033701000137HERRAMIENTAS MANUALES%MO50.230.0111081.67110.82034902000749COMPRESORA NEUMATICA 76 HP 125-175 PCMhm10.003459.380.2011081.672216.33034905000349BARREDORA MECANICA 10-20 HP 7 P.LONG.hm10.003462.780.2111081.672327.15034913000449CAMION IMPRIMIDOR 6x2 178-210 HP 1,800 Ghm10.0034100.850.3411081.673767.770.7611081.678422.070.00Partida04.02.02CARPETA ASFALTICA EN CALIENTE E=2"11081.6711081.67Rendimientondm2/DIA1650EQ.1650Costo unitario directo por : m234.7811081.6711081.6711081.6711081.67CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.11081.6711081.67Mano de Obra11081.6711081.67014701000147CAPATAZhh10.004812.390.0611081.67664.90014701000347OFICIALhh30.01458.530.1211081.671329.80014701000447PEONhh120.05827.70.4511081.674986.750.6311081.676981.45Materiales11081.6711081.6702040000054FILLERkg20.420.8411081.679308.6002050000035PIEDRA CHANCADA 3/4 - 1/2"m30.0647.12.8311081.6731361.1302050100045ARENA GRUESAm30.04421.6811081.6718617.21022001000120CEMENTO ASFALTICO PEN 85/100gln1.98.1515.4911081.67171655.0720.8411081.67230942.00Equipos11081.6711081.67033701000137HERRAMIENTAS MANUALES%MO50.630.0311081.67332.45034811000448VOLQUETE DE 15 M3hm60.0291113.53.3011081.6736569.51034903001849RODILLO NEUMATICO AUTOP. 127 HP 8-23 TONhm10.0048109.550.5311081.675873.29034903004349RODILLO TANDEM ESTATIC AUT 58-70HP 8-10Thm10.004897.10.4711081.675208.38034904001049CARGADOR S/LLANTAS 125-155 HP 3 YD3.hm10.00481450.7011081.677757.17034905000849PAVIMENTADORA SOBRE ORUGAS 69 HP 10-16'hm10.00481500.7211081.677978.80034905001849PLANTA ASFALTICA EN CALIENTEhm10.00481574.597.5611081.6783777.4313.3111081.67147497.030.00Partida05.01CUNETA CONCRETO F'C=210 KG/CM2141.32141.32Rendimientondm3/DIA20EQ.20Costo unitario directo por : m3271.48141.32141.32141.32141.32CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.141.32141.32Mano de Obra141.32141.32014701000147CAPATAZhh0.10.0412.390.50141.3270.66014701000247OPERARIOhh20.89.537.62141.321076.86014701000347OFICIALhh20.88.536.82141.32963.80014701000447PEONhh1047.730.80141.324352.6645.74141.326463.98Materiales141.32141.3202020100052CLAVOS PARA MADERA C/C 3"kg0.02193.70.08141.3211.3102040000004ARENA FINAm30.01571.51.07141.32151.2102050000035PIEDRA CHANCADA 3/4 - 1/2"m30.7647.135.80141.325059.2602050100045ARENA GRUESAm30.574223.94141.323383.20022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL9.7315.46150.43141.3221258.77023905000039AGUAm30.2110.21141.3229.68024316005243REGLA DE MADERAp20.053.20.16141.3222.61211.69141.3229916.03Equipos141.32141.32033701000137HERRAMIENTAS MANUALES%MO545.742.29141.32323.62034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.429.4111.76141.321661.9214.05141.321985.550.00Partida05.02ENCOFRADO Y DESENCOFRADO CUNETAS353.30353.30Rendimientondm2/DIA25EQ.25Costo unitario directo por : m222.52353.30353.30353.30353.30CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.353.30353.30Mano de Obra353.30353.30014701000147CAPATAZhh0.10.03212.390.40353.30141.32014701000247OPERARIOhh10.329.533.05353.301077.57014701000347OFICIALhh10.328.532.73353.30964.51014701000447PEONhh20.647.74.93353.301741.7711.11353.303925.16Materiales353.30353.3002020100032CLAVOS PARA MADERA C/C 2"kg0.253.70.93353.30328.5702020400102ALAMBRE NEGRO N8kg0.23.80.76353.30268.51024301000343MADERA TORNILLOp22.9338.79353.303105.51025310000353PETROLEOgln0.06100.60353.30211.9811.08353.303914.56Equipos353.30353.30033701000137HERRAMIENTAS MANUALES%MO311.110.33353.30116.590.33353.30116.590.00Partida06.01BADEN CONCRETO F'C=210 KG/CM222.3222.32Rendimientondm3/DIA18EQ.18Costo unitario directo por : m3263.4122.3222.3222.3222.32CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.22.3222.32Mano de Obra22.3222.32014701000147CAPATAZhh0.10.044412.390.5522.3212.28014701000247OPERARIOhh20.88899.538.4722.32189.05014701000347OFICIALhh20.88898.537.5822.32169.19014701000447PEONhh83.55567.727.3822.32611.1243.9822.32981.63Materiales22.3222.3202020100052CLAVOS PARA MADERA C/C 3"kg0.0223.70.0822.321.7902040000004ARENA FINAm30.01571.51.0722.3223.8802050000035PIEDRA CHANCADA 3/4 - 1/2"m30.7647.135.8022.32799.0602050100045ARENA GRUESAm30.574223.9422.32534.34022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL9.315.46143.7822.323209.17023905000039AGUAm30.2110.2122.324.69024316005243REGLA DE MADERAp20.053.20.1622.323.57205.0422.324576.49Equipos22.3222.32033701000137HERRAMIENTAS MANUALES%MO343.981.3222.3229.46034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.444429.4113.0722.32291.7214.3922.32321.180.00Partida06.02BADEN ENCOFRADO Y DESENCOFRADO37.2037.20Rendimientondm2/DIA15EQ.15Costo unitario directo por : m225.6137.2037.2037.2037.20CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.37.2037.20Mano de Obra37.2037.20014701000147CAPATAZhh0.10.053312.390.6637.2024.55014701000247OPERARIOhh10.53339.535.0837.20188.98014701000347OFICIALhh10.53338.534.5537.20169.26014701000447PEONhh0.50.26677.72.0537.2076.2612.3437.20459.05Materiales37.2037.2002020100032CLAVOS PARA MADERA C/C 2"kg0.163.70.5937.2021.9502020400102ALAMBRE NEGRO N8kg0.23.80.7637.2028.27024301000343MADERA TORNILLOp23.85311.5537.20429.6612.9037.20479.88Equipos37.2037.20033701000137HERRAMIENTAS MANUALES%MO312.340.3737.2013.760.3737.2013.760.00Partida07.01.01SARDINEL EXPUES. CONCRETO F'C=175 KG/CM2228.49228.49Rendimientondm3/DIA18EQ.18Costo unitario directo por : m3239.55228.49228.49228.49228.49CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.228.49228.49Mano de Obra228.49228.49014701000147CAPATAZhh0.20.088912.391.10228.49251.34014701000247OPERARIOhh20.88899.538.47228.491935.31014701000347OFICIALhh20.88898.537.58228.491731.95014701000447PEONhh83.55567.727.38228.496256.0644.53228.4910174.66Materiales228.49228.4902020100052CLAVOS PARA MADERA C/C 3"kg0.0223.70.08228.4918.2802040000004ARENA FINAm30.01571.51.07228.49244.4802050000035PIEDRA CHANCADA 3/4 - 1/2"m30.5547.125.91228.495920.1802050100045ARENA GRUESAm30.544222.68228.495182.15022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL8.315.46128.32228.4929319.84023905000039AGUAm30.2110.21228.4947.98024316005243REGLA DE MADERAp20.053.20.16228.4936.56178.43228.4940769.47Equipos228.49228.49033701000137HERRAMIENTAS MANUALES%MO344.531.34228.49306.18034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.444429.4113.07228.492986.36034907000349VIBRADOR DE CONCRETO 4 HP 1.50"hm0.50.22229.82.18228.49498.1116.59228.493790.650.00Partida07.01.02SARDINEL EXPUES. ENCOFRADO Y DESENCOFRADO1996.081996.08Rendimientondm2/DIA25EQ.25Costo unitario directo por : m219.81996.081996.081996.081996.08CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.1996.081996.08Mano de Obra1996.081996.08014701000147CAPATAZhh0.10.03212.390.401996.08798.43014701000247OPERARIOhh10.329.533.051996.086088.04014701000347OFICIALhh20.648.535.461996.0810898.60014701000447PEONhh10.327.72.461996.084910.3611.371996.0822695.43Materiales1996.081996.0802020100032CLAVOS PARA MADERA C/C 2"kg0.163.70.591996.081177.6902020400092ALAMBRE NEGRO N16kg0.13.70.371996.08738.5502020400102ALAMBRE NEGRO N8kg0.13.80.381996.08758.51024301000343MADERA TORNILLOp22.2536.751996.0813473.548.091996.0816148.29Equipos1996.081996.08033701000137HERRAMIENTAS MANUALES%MO311.370.341996.08678.670.341996.08678.670.00Partida07.02.01SARDINEL EXPUES. ENCOFRADO Y DESENCOFRADO1480.001480.00Rendimientondm2/DIA25EQ.25Costo unitario directo por : m219.81480.001480.001480.001480.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.1480.001480.00Mano de Obra1480.001480.00014701000147CAPATAZhh0.10.03212.390.401480.00592.00014701000247OPERARIOhh10.329.533.051480.004514.00014701000347OFICIALhh20.648.535.461480.008080.80014701000447PEONhh10.327.72.461480.003640.8011.371480.0016827.60Materiales1480.001480.0002020100032CLAVOS PARA MADERA C/C 2"kg0.163.70.591480.00873.2002020400092ALAMBRE NEGRO N16kg0.13.70.371480.00547.6002020400102ALAMBRE NEGRO N8kg0.13.80.381480.00562.40024301000343MADERA TORNILLOp22.2536.751480.009990.008.091480.0011973.20Equipos1480.001480.00033701000137HERRAMIENTAS MANUALES%MO311.370.341480.00503.200.341480.00503.200.00Partida07.02.02SARDINEL EXPUES. CONCRETO F'C=175 KG/CM2111.00111.00Rendimientondm3/DIA18EQ.18Costo unitario directo por : m3239.55111.00111.00111.00111.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.111.00111.00Mano de Obra111.00111.00014701000147CAPATAZhh0.20.088912.391.10111.00122.10014701000247OPERARIOhh20.88899.538.47111.00940.17014701000347OFICIALhh20.88898.537.58111.00841.38014701000447PEONhh83.55567.727.38111.003039.1844.53111.004942.83Materiales111.00111.0002020100052CLAVOS PARA MADERA C/C 3"kg0.0223.70.08111.008.8802040000004ARENA FINAm30.01571.51.07111.00118.7702050000035PIEDRA CHANCADA 3/4 - 1/2"m30.5547.125.91111.002876.0102050100045ARENA GRUESAm30.544222.68111.002517.48022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL8.315.46128.32111.0014243.52023905000039AGUAm30.2110.21111.0023.31024316005243REGLA DE MADERAp20.053.20.16111.0017.76178.43111.0019805.73Equipos111.00111.00033701000137HERRAMIENTAS MANUALES%MO344.531.34111.00148.74034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.444429.4113.07111.001450.77034907000349VIBRADOR DE CONCRETO 4 HP 1.50"hm0.50.22229.82.18111.00241.9816.59111.001841.490.00Partida}07.02.03BERMA CENTRAL CONCRETO F'C= 175 KG/CM2.36.5036.5036.50Rendimientondm2/DIA120EQ.120Costo unitario directo por : m225.2336.5036.5011.7036.5036.5019.50CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.36.5036.50Mano de Obra36.5036.50273.50014701000147CAPATAZhh0.10.006712.390.0836.502.92014701000247OPERARIOhh10.06679.530.6436.5023.36014701000347OFICIALhh10.06678.530.5736.5020.81014701000447PEONhh80.53337.74.1136.50150.025.4036.50197.10Materiales36.5036.5002050000035PIEDRA CHANCADA 3/4 - 1/2"m30.05547.12.5936.5094.5402050100045ARENA GRUESAm30.054422.2736.5082.86022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL0.8315.4612.8336.50468.30023905000039AGUAm30.02110.0236.500.7317.7136.50646.42Equipos36.5036.50033701000137HERRAMIENTAS MANUALES%MO35.40.1636.505.84034801001148MEZCLADORA DE CONCRETO DE 9 -11P3hm10.066729.411.9636.5071.542.1236.5077.380.00Partida07.03.01SARDINEL INEXPUES. CONCRETO F'C=210 KG/CM211.7011.70Rendimientondm3/DIA18EQ.18Costo unitario directo por : m3256.3511.7011.7011.7011.70CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.11.7011.70Mano de Obra11.7011.70014701000147CAPATAZhh0.10.044412.390.5511.706.44014701000247OPERARIOhh20.88899.538.4711.7099.10014701000347OFICIALhh20.88898.537.5811.7088.69014701000447PEONhh62.66677.720.5311.70240.2037.1311.70434.42Materiales11.7011.7002020100052CLAVOS PARA MADERA C/C 3"kg0.0223.70.0811.700.9402040000004ARENA FINAm30.01571.51.0711.7012.5202050000035PIEDRA CHANCADA 3/4 - 1/2"m30.7647.135.8011.70418.8602050100045ARENA GRUESAm30.574223.9411.70280.10022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL9.315.46143.7811.701682.23023905000039AGUAm30.2110.2111.702.46024316005243REGLA DE MADERAp20.053.20.1611.701.87205.0411.702398.97Equipos11.7011.70033701000137HERRAMIENTAS MANUALES%MO337.131.1111.7012.99034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.444429.4113.0711.70152.9214.1811.70165.910.00Partida07.03.02SARDINEL INEXPUES. ENCOFRADO Y DESENCOFRADO19.5019.50Rendimientondm2/DIA25EQ.25Costo unitario directo por : m217.0219.5019.5019.5019.50CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.19.5019.50Mano de Obra19.5019.50014701000147CAPATAZhh0.10.03212.390.4019.507.80014701000247OPERARIOhh10.329.533.0519.5059.48014701000347OFICIALhh10.328.532.7319.5053.246.1819.50120.51Materiales19.5019.5002020100052CLAVOS PARA MADERA C/C 3"kg0.163.70.5919.5011.5102020400102ALAMBRE NEGRO N8kg0.23.80.7619.5014.82024301000343MADERA TORNILLOp23.139.3019.50181.3510.6519.50207.68Equipos19.5019.50033701000137HERRAMIENTAS MANUALES%MO36.180.1919.503.710.1919.503.710.00Partida07.04.01SARDINEL ARMADO ENCOFRADO Y DESENCOFRADO273.50273.50Rendimientondm2/DIA22EQ.22Costo unitario directo por : m221.4273.50273.50273.50273.50CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.273.50273.50Mano de Obra273.50273.50014701000147CAPATAZhh0.10.036412.390.45273.50123.08014701000247OPERARIOhh10.36369.533.47273.50949.05014701000347OFICIALhh20.72738.536.20273.501695.70014701000447PEONhh10.36367.72.80273.50765.8012.92273.503533.62Materiales273.50273.5002020100052CLAVOS PARA MADERA C/C 3"kg0.163.70.59273.50161.3702020400092ALAMBRE NEGRO N16kg0.13.70.37273.50101.2002020400102ALAMBRE NEGRO N8kg0.13.80.38273.50103.93024301000343MADERA TORNILLOp22.2536.75273.501846.138.09273.502212.62Equipos273.50273.50033701000137HERRAMIENTAS MANUALES%MO312.920.39273.50106.670.39273.50106.670.00Partida07.04.02SARDINEL ARMADO CONCRETO F'C=175 KG/CM2140.48140.48Rendimientondm3/DIA18EQ.18Costo unitario directo por : m3239.55140.48140.48140.48140.48CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.140.48140.48Mano de Obra140.48140.48014701000147CAPATAZhh0.20.088912.391.10140.48154.53014701000247OPERARIOhh20.88899.538.47140.481189.87014701000347OFICIALhh20.88898.537.58140.481064.84014701000447PEONhh83.55567.727.38140.483846.3444.53140.486255.57Materiales140.48140.4802020100052CLAVOS PARA MADERA C/C 3"kg0.0223.70.08140.4811.2402040000004ARENA FINAm30.01571.51.07140.48150.3102050000035PIEDRA CHANCADA 3/4 - 1/2"m30.5547.125.91140.483639.8402050100045ARENA GRUESAm30.544222.68140.483186.09022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL8.315.46128.32140.4818026.39023905000039AGUAm30.2110.21140.4829.50024316005243REGLA DE MADERAp20.053.20.16140.4822.48178.43140.4825065.85Equipos140.48140.48033701000137HERRAMIENTAS MANUALES%MO344.531.34140.48188.24034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.444429.4113.07140.481836.07034907000349VIBRADOR DE CONCRETO 4 HP 1.50"hm0.50.22229.82.18140.48306.2516.59140.482330.560.00Partida07.04.03SARDINEL ARMADO ACERO F'Y=4200 KG/CM21817.001817.00Rendimientondkg/DIA300EQ.300Costo unitario directo por : kg4.971817.001817.001817.001817.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.1817.001817.00Mano de Obra1817.001817.00014701000147CAPATAZhh0.10.002712.390.031817.0054.51014701000247OPERARIOhh10.02679.530.251817.00454.25014701000347OFICIALhh10.02678.530.231817.00417.910.511817.00926.67Materiales1817.001817.0002020400092ALAMBRE NEGRO N16kg0.033.70.111817.00199.8702030000323FIERRO CORRUGADO PROMEDIOkg1.073.94.171817.007576.894.281817.007776.76Equipos1817.001817.00033701000137HERRAMIENTAS MANUALES%MO30.510.021817.0036.34034896000548CIZALLA P/FIERRO DE CONSTRUCCIONhm10.026760.161817.00290.720.181817.00327.060.00Partida07.05.01REFINE Y NIVELACION2577.252577.25Rendimientondm2/DIA150EQ.150Costo unitario directo por : m21.412577.252577.252577.252577.25CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.2577.252577.25Mano de Obra2577.252577.25014701000147CAPATAZhh0.10.005312.390.072577.25180.41014701000347OFICIALhh10.05338.530.452577.251159.76014701000447PEONhh20.10677.70.822577.252113.351.342577.253453.52Equipos2577.252577.25033701000137HERRAMIENTAS MANUALES%MO51.340.072577.25180.410.072577.25180.410.00Partida07.05.02RELLENO Y COMPACTACION PARA VEREDA2577.252577.25Rendimientondm2/DIA180EQ.180Costo unitario directo por : m24.62577.252577.252577.252577.25CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.2577.252577.25Mano de Obra2577.252577.25014701000147CAPATAZhh0.10.004412.390.052577.25128.86014701000247OPERARIOhh10.04449.530.422577.251082.45014701000347OFICIALhh10.04448.530.382577.25979.36014701000447PEONhh80.35567.72.742577.257061.673.592577.259252.33Equipos2577.252577.25033701000137HERRAMIENTAS MANUALES%MO53.590.182577.25463.91034903000449COMPACTADOR VIBR. TIPO PLANCHA 7 HPhm10.044418.750.832577.252139.121.012577.252603.020.00Partida07.05.03VEREDA CONCRETO F'C=175 KG/CM22577.252577.25Rendimientondm2/DIA120EQ.120Costo unitario directo por : m224.212577.252577.252577.252577.25CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.2577.252577.25Mano de Obra2577.252577.25014701000147CAPATAZhh0.10.006712.390.082577.25206.18014701000247OPERARIOhh10.06679.530.642577.251649.44014701000347OFICIALhh10.06678.530.572577.251469.03014701000447PEONhh60.47.73.082577.257937.934.372577.2511262.58Materiales2577.252577.2502050000035PIEDRA CHANCADA 3/4 - 1/2"m30.05547.12.592577.256675.0802050100045ARENA GRUESAm30.055422.312577.255953.45022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL0.8315.4612.832577.2533066.12023905000039AGUAm30.02110.022577.2551.5517.752577.2545746.19Equipos2577.252577.25033701000137HERRAMIENTAS MANUALES%MO34.370.132577.25335.04034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.066729.411.962577.255051.412.092577.255386.450.00Partida07.05.04VEREDA ENCOFRADO Y DESENCOFRADO TRANSVERSAL128.37128.37Rendimientondm2/DIA30EQ.30Costo unitario directo por : m216.1128.37128.37128.37128.37CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.128.37128.37Mano de Obra128.37128.37014701000147CAPATAZhh0.10.026712.390.33128.3742.36014701000247OPERARIOhh20.53339.535.08128.37652.12014701000347OFICIALhh0.50.13338.531.14128.37146.34014701000447PEONhh0.50.13337.71.03128.37132.227.58128.37973.04Materiales128.37128.3702020100052CLAVOS PARA MADERA C/C 3"kg0.163.70.59128.3775.7402020400102ALAMBRE NEGRO N8kg0.253.80.95128.37121.95024301000343MADERA TORNILLOp22.2536.75128.37866.508.29128.371064.19Equipos128.37128.37033701000137HERRAMIENTAS MANUALES%MO37.580.23128.3729.530.23128.3729.530.00Partida08.01ENCOFRADO Y DESENCOFRADO DE RAMPAS10.0110.01Rendimientondm2/DIA14EQ.14Costo unitario directo por : m219.1310.0110.0110.0110.01CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.10.0110.01Mano de Obra10.0110.01014701000147CAPATAZhh0.10.057112.390.7110.017.11014701000247OPERARIOhh10.57149.535.4510.0154.55014701000347OFICIALhh10.57148.534.8710.0148.7511.0310.01110.41Materiales10.0110.0102020100022CLAVOS PARA MADERA C/C 2 1/2"kg0.053.70.1910.011.9002020400102ALAMBRE NEGRO N8kg0.13.80.3810.013.80024301000343MADERA TORNILLOp22.437.2010.0172.077.7710.0177.78Equipos10.0110.01033701000137HERRAMIENTAS MANUALES%MO311.030.3310.013.300.3310.013.300.00Partida08.02CONCRETO SIMPLE FC=175 KG/CM2 PARA RAMPAS46.8046.80Rendimientondm2/DIA120EQ.120Costo unitario directo por : m226.2846.8046.8046.8046.80CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.46.8046.80Mano de Obra46.8046.80014701000147CAPATAZhh0.10.006712.390.0846.803.74014701000247OPERARIOhh10.06679.530.6446.8029.95014701000347OFICIALhh10.06678.530.5746.8026.68014701000447PEONhh100.66677.75.1346.80240.086.4246.80300.46Materiales46.8046.8002050000035PIEDRA CHANCADA 3/4 - 1/2"m30.05547.12.5946.80121.2102050100045ARENA GRUESAm30.054422.2746.80106.24022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL0.8315.4612.8346.80600.44023905000039AGUAm30.02110.0246.800.9417.7146.80828.83Equipos46.8046.80033701000137HERRAMIENTAS MANUALES%MO36.420.1946.808.89034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.066729.411.9646.8091.732.1546.80100.620.00Partida09.01ESCALINATAS ENCOFRADO Y DESENCOFRADO97.3097.30Rendimientondm2/DIA30EQ.30Costo unitario directo por : m216.0997.3097.3097.3097.30CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.97.3097.30Mano de Obra97.3097.30014701000147CAPATAZhh0.10.026712.390.3397.3032.11014701000247OPERARIOhh20.53339.535.0897.30494.28014701000347OFICIALhh0.50.13338.531.1497.30110.92014701000447PEONhh0.50.13337.71.0397.30100.227.5897.30737.53Materiales97.3097.3002020100052CLAVOS PARA MADERA C/C 3"kg0.163.70.5997.3057.4102020400092ALAMBRE NEGRO N16kg0.13.70.3797.3036.0002020400102ALAMBRE NEGRO N8kg0.153.80.5797.3055.46024301000343MADERA TORNILLOp22.2536.7597.30656.788.2897.30805.64Equipos97.3097.30033701000137HERRAMIENTAS MANUALES%MO37.580.2397.3022.380.2397.3022.380.00Partida09.02CONCRETO F'C=175 KG/CM2. PARA ESCALINATAS110.57110.57Rendimientondm3/DIA18EQ.18Costo unitario directo por : m3239.31110.57110.57110.57110.57CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.110.57110.57Mano de Obra110.57110.57014701000147CAPATAZhh0.20.088912.391.10110.57121.63014701000247OPERARIOhh20.88899.538.47110.57936.53014701000347OFICIALhh20.88898.537.58110.57838.12014701000447PEONhh83.55567.727.38110.573027.4144.53110.574923.68Materiales110.57110.5702040000004ARENA FINAm30.01571.51.07110.57118.3102050000035PIEDRA CHANCADA 3/4 - 1/2"m30.5547.125.91110.572864.8702050100045ARENA GRUESAm30.544222.68110.572507.73022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL8.315.46128.32110.5714188.34023905000039AGUAm30.2110.21110.5723.22178.19110.5719702.47Equipos110.57110.57033701000137HERRAMIENTAS MANUALES%MO344.531.34110.57148.16034801001148MEZCLADORA DE CONCRETO DE 9 -11P3hm10.444429.4113.07110.571445.15034907000349VIBRADOR DE CONCRETO 4 HP 1.50"hm0.50.22229.82.18110.57241.0416.59110.571834.360.00Partida09.03ACABADO PULIDO DE PISO C/MORTERO 1:2 X 1.5 CM. DE ESPESOR998.94998.94Rendimientondm2/DIA20EQ.20Costo unitario directo por : m212.17998.94998.94998.94998.94CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.998.94998.94Mano de Obra998.94998.94014701000147CAPATAZhh0.10.0412.390.50998.94499.47014701000247OPERARIOhh10.49.533.81998.943805.96014701000447PEONhh10.47.73.08998.943076.747.39998.947382.17Materiales998.94998.9402040000004ARENA FINAm30.01471.51.00998.94998.94022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL0.2315.463.56998.943556.234.56998.944555.17Equipos998.94998.94033701000137HERRAMIENTAS MANUALES%MO37.390.22998.94219.770.22998.94219.770.00Partida09.04ACABADO PULIDO DE MEDIA CAA C/MORTERO 1:2 X 1.5 CM. DE ESPESOR9.039.03Rendimientondm2/DIA10EQ.10Costo unitario directo por : m219.639.039.039.039.03CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.9.039.03Mano de Obra9.039.03014701000147CAPATAZhh0.10.0812.390.999.038.94014701000247OPERARIOhh10.89.537.629.0368.81014701000447PEONhh10.87.76.169.0355.6214.779.03133.37Materiales9.039.0302040000004ARENA FINAm30.01471.51.009.039.03022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL0.2315.463.569.0332.154.569.0341.18Equipos9.039.03033701000137HERRAMIENTAS MANUALES%MO214.770.309.032.710.309.032.710.00Partida10.01JUNTAS DE DILATACION0.00Rendimientondm/DIA100EQ.100Costo unitario directo por : m2.882963.002963.002963.002963.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.2963.002963.00Mano de Obra2963.002963.00014701000147CAPATAZhh0.10.00812.390.102963.00296.30014701000247OPERARIOhh10.089.530.762963.002251.88014701000447PEONhh20.167.71.232963.003644.492.092963.006192.67Materiales2963.002963.0002040000004ARENA FINAm30.00371.50.212963.00622.23021300000613ASFALTO RC-250gln0.059.50.482963.001422.24025310000353PETROLEOgln0.001100.012963.0029.63028102000181LEAkg0.02510.032963.0088.890.732963.002162.99Equipos2963.002963.00033701000137HERRAMIENTAS MANUALES%MO32.090.062963.00177.780.062963.00177.780.00Partida11.01SUMINISTRO DE TIERRA AGRICOLA705.00705.00Rendimientondm3/DIA10EQ.10Costo unitario directo por : m310.66705.00705.00705.00705.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.705.00705.00Mano de Obra705.00705.00014701000147CAPATAZhh0.10.0812.390.99705.00697.95014701000447PEONhh10.87.76.16705.004342.807.15705.005040.75Materiales705.00705.0002040100034TIERRA AGRICOLAm31.0533.15705.002220.753.15705.002220.75Equipos705.00705.00033701000137HERRAMIENTAS MANUALES%MO57.150.36705.00253.800.36705.00253.800.00Partida11.02COLOCACION DE GRAS2315.002315.00Rendimientondm2/DIA60EQ.60Costo unitario directo por : m24.952315.002315.002315.002315.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.2315.002315.00Mano de Obra2315.002315.00014701000147CAPATAZhh0.10.013312.390.162315.00370.40014701000447PEONhh20.26677.72.052315.004745.752.212315.005116.15Materiales2315.002315.00028103000181GRASm21.052.52.632315.006088.452.632315.006088.45Equipos2315.002315.00033701000137HERRAMIENTAS MANUALES%MO52.210.112315.00254.650.112315.00254.650.00Partida11.03PLANTADO DE PLANTAS HORNAMENTALES600.00600.00Rendimientondund/DIA50EQ.50Costo unitario directo por : und6.47600.00600.00600.00600.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.600.00600.00Mano de Obra600.00600.00014701000147CAPATAZhh0.10.01612.390.20600.00120.00014701000447PEONhh10.167.71.23600.00738.001.43600.00858.00Materiales600.00600.00024316005443PLANTA HORNAMENTALund155.00600.003000.005.00600.003000.00Equipos600.00600.00033701000137HERRAMIENTAS MANUALES%MO31.430.04600.0024.000.04600.0024.000.00Partida12.01BARANDAS METALICAS CON TUBO NEGRO 2"140.00140.00Rendimientondm/DIA15EQ.15Costo unitario directo por : m36.08140.00140.00140.00140.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.140.00140.00Mano de Obra140.00140.00014701000147CAPATAZhh0.10.053312.390.66140.0092.40014701000247OPERARIOhh10.53339.535.08140.00711.20014701000347OFICIALhh10.53338.534.55140.00637.00014701000447PEONhh0.50.26677.72.05140.00287.0012.34140.001727.60Materiales140.00140.0002021100082FIERRO LISO DE 5/8"kg0.353.91.37140.00191.80022955009429SOLDADURA CELLOCORDkg0.611.616.97140.00975.80025227002952PLATINA DE ACERO 4" x 7 1/8"kg0.014.50.05140.007.00025402008154PINTURA ESMALTEgln0.1454.50140.00630.00026522000865TUBO REDONDO GALVANIZADO DE 2"und0.14304.20140.00588.0017.09140.002392.60Equipos140.00140.00032950009629SOLDADURA ELECTRICAhm10.5333126.40140.00896.00033701000137HERRAMIENTAS MANUALES%MO212.340.25140.0035.006.65140.00931.000.00Partida12.02CERCO DE TUBO FO. GDO. PARANTE 1 1/2" X 1.2 M.ALT52.5052.50Rendimientondm/DIA8EQ.8Costo unitario directo por : m58.752.5052.5052.5052.50CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.52.5052.50Mano de Obra52.5052.50014701000247OPERARIOhh119.539.5352.50500.33014701000447PEONhh0.50.57.73.8552.50202.1313.3852.50702.45Materiales52.5052.5002029700422SOLDADURA CELLOCORDkg0.05110.5552.5028.88023906001839PLOMO ELECTROLITICOkg0.05452.2552.50118.13026501001765TUBO FO.GALV.ST.ISO-I 1 1/2"m1.452536.2552.501903.1339.0552.502050.13Equipos52.5052.50033701000137HERRAMIENTAS MANUALES%MO213.380.2752.5014.18034907005049MOTOSOLDADORA DE 250 AMP.hm0.50.5126.0052.50315.006.2752.50329.180.00Partida13.01PINTURA LINEAL SARDINEL Y/O BORDE DE VIA3298.503298.50Rendimientondm/DIA120EQ.120Costo unitario directo por : m3.713298.503298.503298.503298.50CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.3298.503298.50Mano de Obra3298.503298.50014701000147CAPATAZhh0.20.013312.390.163298.50527.76014701000247OPERARIOhh10.06679.530.643298.502111.04014701000447PEONhh10.06677.70.513298.501682.241.313298.504321.04Materiales3298.503298.50025444000154DISOLVENTE XILOLgln0.00822.690.183298.50593.73025445007054PINTURA DE TRAFICOgln0.0454.452.183298.507190.732.363298.507784.46Equipos3298.503298.50033701000137HERRAMIENTAS MANUALES%MO31.310.043298.50131.940.043298.50131.940.00Partida13.02PINTURA ZONAL (CRUCE PEATONAL)73.2073.20Rendimientondm2/DIA40EQ.40Costo unitario directo por : m219.973.2073.2073.2073.20CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.73.2073.20Mano de Obra73.2073.20014701000147CAPATAZhh0.20.0412.390.5073.2036.60014701000247OPERARIOhh10.29.531.9173.20139.81014701000447PEONhh61.27.79.2473.20676.3711.6573.20852.78Materiales73.2073.20025444000154DISOLVENTE XILOLgln0.0222.690.4573.2032.94025445007054PINTURA DE TRAFICOgln0.154.455.4573.20398.94025452000154MICROESFERAS TIPO DROPONkg0.454.452.0073.20146.407.9073.20578.28Equipos73.2073.20033701000137HERRAMIENTAS MANUALES%MO311.650.3573.2025.620.3573.2025.620.00Partida13.03PINTURA LINEAL CONTINUA EN EJE DE VIA1500.001500.00Rendimientondm/DIA120EQ.120Costo unitario directo por : m3.911500.001500.001500.001500.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.1500.001500.00Mano de Obra1500.001500.00014701000147CAPATAZhh0.20.013312.390.161500.00240.00014701000247OPERARIOhh10.06679.530.641500.00960.00014701000447PEONhh30.27.71.541500.002310.002.341500.003510.00Materiales1500.001500.00025444000154DISOLVENTE XILOLgln0.00322.690.071500.00105.00025445007054PINTURA DE TRAFICOgln0.01554.450.821500.001230.00025452000154MICROESFERAS TIPO DROPONkg0.1254.450.561500.00840.001.451500.002175.00Equipos1500.001500.00033701000137HERRAMIENTAS MANUALES%MO52.340.121500.00180.000.121500.00180.000.00Partida13.04PINTURA INTERMEDIA DISCONTINUA EN EJE DE VIA1550.001550.00Rendimientondm/DIA120EQ.120Costo unitario directo por : m3.871550.001550.001550.001550.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.1550.001550.00Mano de Obra1550.001550.00014701000147CAPATAZhh0.20.013312.390.161550.00248.00014701000247OPERARIOhh10.06679.530.641550.00992.00014701000447PEONhh30.27.71.541550.002387.002.341550.003627.00Materiales1550.001550.00023902008239TIZABOL0.0017.80.011550.0015.50025444000154DISOLVENTE XILOLgln0.00322.690.071550.00108.50025445007054PINTURA DE TRAFICOgln0.01554.450.821550.001271.00025452000154MICROESFERAS TIPO DROPONkg0.1254.450.561550.00868.001.461550.002263.00Equipos1550.001550.00033701000137HERRAMIENTAS MANUALES%MO32.340.071550.00108.500.071550.00108.500.00Partida13.05PINTURA DE SIMBOLOS FLECHAS98.0098.00Rendimientondm2/DIA30EQ.30Costo unitario directo por : m212.0298.0098.0098.0098.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.98.0098.00Mano de Obra98.0098.00014701000247OPERARIOhh10.26679.532.5498.00248.92014701000447PEONhh20.53337.74.1198.00402.786.6598.00651.70Materiales98.0098.00025444000154DISOLVENTE XILOLgln0.0222.690.4598.0044.10025445007054PINTURA DE TRAFICOgln0.0554.452.7298.00266.56025452000154MICROESFERAS TIPO DROPONkg0.454.452.0098.00196.005.1798.00506.66Equipos98.0098.00033701000137HERRAMIENTAS MANUALES%MO36.650.2098.0019.600.2098.0019.600.00Partida14.01SEALIZACION PREVENTIVA3.003.00Rendimientondund/DIA8EQ.8Costo unitario directo por : und108.073.003.003.003.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.3.003.00Mano de Obra3.003.00014701000247OPERARIOhh0.20.29.531.913.005.73014701000347OFICIALhh118.538.533.0025.59014701000447PEONhh227.715.403.0046.2025.843.0077.52Materiales3.003.00022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL0.215.463.093.009.27022955009429SOLDADURA CELLOCORDkg0.311.613.483.0010.44023046003730PERNOSund21.32.603.007.80023800000038HORMIGONm30.06382.283.006.84025402004254PINTURA ESMALTE SINTETICOgln0.1454.503.0013.50025406000054PINTURA ANTICORROSIVAgln0.1555.503.0016.50026500006065TUBO Fo.GALV. DE 3"m14545.003.00135.00028141000281PLANCHA METALICA DE 1/16"m20.36259.003.0027.0075.453.00226.35Equipos3.003.00032950009629SOLDADURA ELECTRICAhm0.50.5126.003.0018.00033701000137HERRAMIENTAS MANUALES%MO325.840.783.002.346.783.0020.340.00Partida14.02SEALIZACION REGULADORA3.003.00Rendimientondund/DIA8EQ.8Costo unitario directo por : und108.073.003.003.003.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.3.003.00Mano de Obra3.003.00014701000247OPERARIOhh0.20.29.531.913.005.73014701000347OFICIALhh118.538.533.0025.59014701000447PEONhh227.715.403.0046.2025.843.0077.52Materiales3.003.00022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL0.215.463.093.009.27022955009429SOLDADURA CELLOCORDkg0.311.613.483.0010.44023046003730PERNOSund21.32.603.007.80023800000038HORMIGONm30.06382.283.006.84025402004254PINTURA ESMALTE SINTETICOgln0.1454.503.0013.50025406000054PINTURA ANTICORROSIVAgln0.1555.503.0016.50026500006065TUBO Fo.GALV. DE 3"m14545.003.00135.00028141000281PLANCHA METALICA DE 1/16"m20.36259.003.0027.0075.453.00226.35Equipos3.003.00032950009629SOLDADURA ELECTRICAhm0.50.5126.003.0018.00033701000137HERRAMIENTAS MANUALES%MO325.840.783.002.343.003.000.00Partida14.03SEALIZACION INFORMATIVA5.005.00Rendimientondund/DIA8EQ.8Costo unitario directo por : und108.075.005.005.005.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.5.005.00Mano de Obra5.005.00014701000247OPERARIOhh0.20.29.531.915.009.55014701000347OFICIALhh118.538.535.0042.65014701000447PEONhh227.715.405.0077.0025.845.00129.20Materiales5.005.00022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL0.215.463.095.0015.45022955009429SOLDADURA CELLOCORDkg0.311.613.485.0017.40023046003730PERNOSund21.32.605.0013.00023800000038HORMIGONm30.06382.285.0011.40025402004254PINTURA ESMALTE SINTETICOgln0.1454.505.0022.50025406000054PINTURA ANTICORROSIVAgln0.1555.505.0027.50026500006065TUBO Fo.GALV. DE 3"m14545.005.00225.00028141000281PLANCHA METALICA DE 1/16"m20.36259.005.0045.0075.455.00377.25Equipos5.005.00032950009629SOLDADURA ELECTRICAhm0.50.5126.005.0030.00033701000137HERRAMIENTAS MANUALES%MO325.840.785.003.906.785.0033.900.00Partida14.04SEALES INFORMATIVAS VERTICALES2.002.00Rendimientondund/DIA8EQ.8Costo unitario directo por : und108.072.002.002.002.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.2.002.00Mano de Obra2.002.00014701000247OPERARIOhh0.20.29.531.912.003.82014701000347OFICIALhh118.538.532.0017.06014701000447PEONhh227.715.402.0030.8025.842.0051.68Materiales2.002.00022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL0.215.463.092.006.18022955009429SOLDADURA CELLOCORDkg0.311.613.482.006.96023046003730PERNOSund21.32.602.005.20023800000038HORMIGONm30.06382.282.004.56025402004254PINTURA ESMALTE SINTETICOgln0.1454.502.009.00025406000054PINTURA ANTICORROSIVAgln0.1555.502.0011.00026500006065TUBO Fo.GALV. DE 3"m14545.002.0090.00028141000281PLANCHA METALICA DE 1/16"m20.36259.002.0018.0075.452.00150.90Equipos2.002.00032950009629SOLDADURA ELECTRICAhm0.50.5126.002.0012.00033701000137HERRAMIENTAS MANUALES%MO325.840.782.001.566.782.0013.560.00Partidart14.05SEALES INFORMATIVAS TRANSVERSALES2.002.002.002.00Rendimientondund/DIA1EQ.1Costo unitario directo por : und40502.002.002.002.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.2.002.00Materiales2.002.00024905003249SEAL TRANSVERSALGLB140504050.002.008100.004050.002.008100.000.00Partida15.01RECONEXION DE PUNTOS DE AGUA148.00148.00Rendimientondpto/DIA8EQ.8Costo unitario directo por : pto19.21148.00148.00148.00148.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.148.00148.00Mano de Obra148.00148.00014701000147CAPATAZhh0.10.112.391.24148.00183.52014701000247OPERARIOhh119.539.53148.001410.44014701000447PEONhh0.50.57.73.85148.00569.8014.62148.002163.76Materiales148.00148.00023001008530PEGAMENTO PVCgln0.01650.65148.0096.20027401009274TUBO PVC 1/2"m2.51.43.50148.00518.004.15148.00614.20Equipos148.00148.00033701000137HERRAMIENTAS MANUALES%MO314.620.44148.0065.120.44148.0065.120.00Partida15.02RECONEXION DE CAJA DE MEDICION148.00148.00Rendimientondpto/DIA7EQ.7Costo unitario directo por : pto18.44148.00148.00148.00148.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.148.00148.00Mano de Obra148.00148.00014701000147CAPATAZhh0.10.114312.391.42148.00210.16014701000247OPERARIOhh11.14299.5310.89148.001611.72014701000447PEONhh0.50.57147.74.40148.00651.2016.71148.002473.08Materiales148.00148.0002050100045ARENA GRUESAm30.02420.84148.00124.32022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL0.02515.460.39148.0057.721.23148.00182.04Equipos148.00148.00033701000137HERRAMIENTAS MANUALES%MO316.710.50148.0074.000.50148.0074.000.00Partida15.03RECONEXION DE INSTALACIONES DE DESAGUE148.00148.00Rendimientondpto/DIA8EQ.8Costo unitario directo por : pto47.89148.00148.00148.00148.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.148.00148.00Mano de Obra148.00148.00014701000147CAPATAZhh0.10.112.391.24148.00183.52014701000247OPERARIOhh119.539.53148.001410.44014701000447PEONhh0.50.57.73.85148.00569.8014.62148.002163.76Materiales148.00148.00023001008530PEGAMENTO PVCgln0.015650.98148.00145.04027295000272TUBO UPVC U/F S-25 D= 6"m215.7831.56148.004670.8832.54148.004815.92Equipos148.00148.00033701000137HERRAMIENTAS MANUALES%MO514.620.73148.00108.040.73148.00108.040.00Partida15.04RECONEXION DE CAJA DE REGISTRO DESAGUE148.00148.00Rendimientondpto/DIA6EQ.6Costo unitario directo por : pto21.3148.00148.00148.00148.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.148.00148.00Mano de Obra148.00148.00014701000147CAPATAZhh0.10.133312.391.65148.00244.20014701000247OPERARIOhh11.33339.5312.71148.001881.08014701000447PEONhh0.50.66677.75.13148.00759.2419.49148.002884.52Materiales148.00148.0002050100045ARENA GRUESAm30.02420.84148.00124.32022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL0.02515.460.39148.0057.721.23148.00182.04Equipos148.00148.00033701000137HERRAMIENTAS MANUALES%MO319.490.58148.0085.840.58148.0085.840.00Partida15.05LIMPIEZA FINAL DE OBRA17680.6017680.60Rendimientondm2/DIA2500EQ.2500Costo unitario directo por : m20.2917680.6017680.6017680.6017680.60CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.17680.6017680.60Mano de Obra17680.6017680.60014701000347OFICIALhh10.00328.530.0317680.60530.42014701000447PEONhh100.0327.70.2517680.604420.150.2817680.604950.57Equipos17680.6017680.60033701000137HERRAMIENTAS MANUALES%MO30.280.0117680.60176.810.0117680.60176.810.00Partidart15.06COLOCACION DE SEMAFOROS2.002.002.002.00Rendimientondund/DIA1EQ.1Costo unitario directo por : und48002.002.002.002.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.2.002.00Materiales2.002.00021101009811SEMAFOROS 3 LUCESund148004800.002.009600.004800.002.009600.000.00Partidart15.07MONUMENTO1.001.001.001.00RendimientondGLB/DIA2.67EQ.2.67Costo unitario directo por : GLB60001.001.001.001.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.1.001.00Materiales1.001.00021099000110CONSTRUCCION DE MONUMENTOGLB160006000.001.006000.006000.001.006000.000.00Partida15.08ENCIMADO DE BUZON DE DESAGUE2.002.00Rendimientondund/DIA4EQ.4Costo unitario directo por : und804.792.002.002.002.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.2.002.00Mano de Obra2.002.00014701000147CAPATAZhh0.10.212.392.482.004.96014701000247OPERARIOhh129.5319.062.0038.12014701000347OFICIALhh248.5334.122.0068.24014701000447PEONhh367.746.202.0092.40101.862.00203.72Materiales2.002.0002020100052CLAVOS PARA MADERA C/C 3"kg0.20003.700.742.001.4802020400092ALAMBRE NEGRO N16kg0.21003.700.782.001.5602030000323FIERRO CORRUGADO PROMEDIOkg28.55003.90111.352.00222.7002040000004ARENA FINAm30.050071.503.582.007.1602050000035PIEDRA CHANCADA 3/4 - 1/2"m30.750047.1035.332.0070.6602050100045ARENA GRUESAm30.750042.0031.502.0063.00022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL5.500015.4685.032.00170.06023055005630ENCOFRADO METALICODIA1.000032.0032.002.0064.00023905000039AGUAm30.21001.000.212.000.42024301000343MADERA TORNILLOp22.90003.008.702.0017.40025061000250MARCO Y TAPA DE F F D=0.60Mund1.0000320.00320.002.00640.00629.222.001258.44Equipos2.002.00033701000137HERRAMIENTAS MANUALES%MO5.0000101.865.092.0010.18034801001148MEZCLADORA DE CONCRETO DE 9 -11P3hm1.00002.000029.4158.822.00034907000349VIBRADOR DE CONCRETO 4 HP 1.50"hm0.50001.00009.809.802.0073.712.00TOTAL3719755.65

TOTAL3707603.59

3

INIDICE UNIFICADOPARTIDADESCRIPCIONPARCIALTOTALPRODUCTOPartida07.04.03SARDINEL ARMADO ACERO F'Y=4200 KG/CM202030000323FIERRO CORRUGADO PROMEDIOkg1.073.94.171817.007576.89034896000548CIZALLA P/FIERRO DE CONSTRUCCIONhm10.026760.161817.00290.72Partida07.05.03VEREDA CONCRETO F'C=175 KG/CM2023905000039AGUAm30.02110.022577.2551.55034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.066729.411.962577.255051.41Partida08.02CONCRETO SIMPLE FC=175 KG/CM2 PARA RAMPAS023905000039AGUAm30.02110.0246.800.94034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.066729.411.9646.8091.732.1546.80100.620.00Partida12.01BARANDAS METALICAS CON TUBO NEGRO 2"022955009429SOLDADURA CELLOCORDkg0.611.616.97140.00975.80025227002952PLATINA DE ACERO 4" x 7 1/8"kg0.014.50.05140.007.00026522000865TUBO REDONDO GALVANIZADO DE 2"und0.14304.20140.00588.00032950009629SOLDADURA ELECTRICAhm10.5333126.40140.00896.00Partida12.02CERCO DE TUBO FO. GDO. PARANTE 1 1/2" X 1.2 M.ALT52.5052.50Rendimientondm/DIA8EQ.8Costo unitario directo por : m58.752.5052.50023906001839PLOMO ELECTROLITICOkg0.05452.2552.50118.13026501001765TUBO FO.GALV.ST.ISO-I 1 1/2"m1.452536.2552.501903.13Partida13.04PINTURA INTERMEDIA DISCONTINUA EN EJE DE VIA023902008239TIZABOL0.0017.80.011550.0015.50Partida14.01SEALIZACION PREVENTIVA022955009429SOLDADURA CELLOCORDkg0.311.613.483.0010.44023046003730PERNOSund21.32.603.007.80023800000038HORMIGONm30.06382.283.006.84026500006065TUBO Fo.GALV. DE 3"m14545.003.00135.00028141000281PLANCHA METALICA DE 1/16"m20.36259.003.0027.0075.453.00226.35Equipos3.003.00032950009629SOLDADURA ELECTRICAhm0.50.5126.003.0018.00Partida14.02SEALIZACION REGULADORA022955009429SOLDADURA CELLOCORDkg0.311.613.483.0010.44023046003730PERNOSund21.32.603.007.80023800000038HORMIGONm30.06382.283.006.84025402004254PINTURA ESMALTE SINTETICOgln0.1454.503.0013.50025406000054PINTURA ANTICORROSIVAgln0.1555.503.0016.50026500006065TUBO Fo.GALV. DE 3"m14545.003.00135.00028141000281PLANCHA METALICA DE 1/16"m20.36259.003.0027.0075.453.00226.35Equipos3.003.00032950009629SOLDADURA ELECTRICAhm0.50.5126.003.0018.00Partida14.03SEALIZACION INFORMATIVA022955009429SOLDADURA CELLOCORDkg0.311.613.485.0017.40023046003730PERNOSund21.32.605.0013.00023800000038HORMIGONm30.06382.285.0011.40025402004254PINTURA ESMALTE SINTETICOgln0.1454.505.0022.50025406000054PINTURA ANTICORROSIVAgln0.1555.505.0027.50026500006065TUBO Fo.GALV. DE 3"m14545.005.00225.00028141000281PLANCHA METALICA DE 1/16"m20.36259.005.0045.0075.455.00377.25Equipos5.005.00032950009629SOLDADURA ELECTRICAhm0.50.5126.005.0030.00Partida14.04SEALES INFORMATIVAS VERTICALES022955009429SOLDADURA CELLOCORDkg0.311.613.482.006.96023046003730PERNOSund21.32.602.005.20023800000038HORMIGONm30.06382.282.004.56025402004254PINTURA ESMALTE SINTETICOgln0.1454.502.009.00025406000054PINTURA ANTICORROSIVAgln0.1555.502.0011.00026500006065TUBO Fo.GALV. DE 3"m14545.002.0090.00028141000281PLANCHA METALICA DE 1/16"m20.36259.002.0018.00032950009629SOLDADURA ELECTRICAhm0.50.5126.002.0012.00Partida15.01RECONEXION DE PUNTOS DE AGUA023001008530PEGAMENTO PVCgln0.01650.65148.0096.20027401009274TUBO PVC 1/2"m2.51.43.50148.00518.00Partida15.03RECONEXION DE INSTALACIONES DE DESAGUE023001008530PEGAMENTO PVCgln0.015650.98148.00145.04027295000272TUBO UPVC U/F S-25 D= 6"m215.7831.56148.004670.88Partidart15.06COLOCACION DE SEMAFOROS2.002.00021101009811SEMAFOROS 3 LUCESund148004800.002.009600.00Partidart15.07MONUMENTO1.001.00021099000110CONSTRUCCION DE MONUMENTOGLB160006000.001.006000.00Partida15.08ENCIMADO DE BUZON DE DESAGUE02030000323FIERRO CORRUGADO PROMEDIOkg28.55003.90111.352.00222.70023055005630ENCOFRADO METALICODIA1.000032.0032.002.0064.00023905000039AGUAm30.21001.000.212.000.42025061000250MARCO Y TAPA DE F F D=0.60Mund1.0000320.00320.002.00640.00033701000137HERRAMIENTAS MANUALES%MO5.0000101.865.092.0010.18034801001148MEZCLADORA DE CONCRETO DE 9 -11P3hm1.00002.000029.4158.822.00034907000349VIBRADOR DE CONCRETO 4 HP 1.50"hm0.50001.00009.809.802.0073.712.00TOTAL41572.45

TOTAL40857.85

4

INIDICE UNIFICADOPARTIDADESCRIPCIONPARCIALTOTALPRODUCTOPartida01.01ALMACEN Y CASETA DE GUARDIANA01.01701.02Rendimientondmes/DIA1EQ.1Costo unitario directo por : mes231.72701.03702CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.702.01Mano de Obra702.02014701000447PEONhh0.547.730.807.00215.6002.0330.807.00215.6002.04Materiales7.007.0003025302000153.00ALQUILER DE LOCALmes1200200.007.001400.0003.01200.007.001400.0003.0237.5515,623.05Equipos7.007.0003.0321.453,031.31033701000137HERRAMIENTAS MANUALES%MO330.80.927.006.4403.0430.039,412.000.927.006.4403.0521.04469.610.0003.0610.565,066.05Partida01.02MOVILIZACION Y DESMOVILIZACION DE EQUIPO2.002.0003.07118,508.49Partida01.03CARTEL DE IDENTIFICACION DE OBRA04.02.015.4960,838.372.002.0004.02.0234.78385,420.48Rendimientound/DIA3EQ.3Costo unitario directo por : und1587.992.002.000546,321.872.002.0005.01271.4838,365.55CdigoDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.2.002.0005.0222.527,956.32Mano de Obra2.002.00066,832.00014701000247OPERARIOhh0.51.33339.5312.712.0025.4206.01263.415,879.31014701000347OFICIALhh12.66678.5322.752.0045.5006.0225.61952.6935.462.0070.9207282,889.92Materiales2.002.0007.0194,257.16022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL2.115.4632.472.0064.9407.01.01239.5554,734.78023800000038HORMIGONm30.53819.002.0038.0007.01.0219.8039,522.38028101000181GIGANTOGRAFIA 2.40 X 3.60 INC. ARMADURAund115001500.002.003000.0007.0256,814.951551.472.003102.9407.02.0119.8029,304.00Equipos2.002.0007.02.02239.5526,590.05033701000137HERRAMIENTAS MANUALES%MO335.461.062.002.1207.02.0325.23920.901.062.002.1207.030.0007.03.01Partida02.01TRAZO Y REPLANTEO07.03.0217778.6017778.6007.04Rendimientondm2/DIA1200EQ.1200Costo unitario directo por : m20.8217778.6017778.6007.04.0117778.6017778.6007.04.02CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.17778.6017778.6007.04.03Mano de Obra17778.6017778.6007.05014700003247TOPOGRAFOhh10.006712.390.0817778.601422.2907.05.01014701000147CAPATAZhh0.10.000712.390.0117778.60177.7907.05.02014701000447PEONhh20.01337.70.1017778.601777.8607.05.030.1917778.603377.9307.05.04Materiales17778.6017778.600802021300212CLAVOS PARA CALAMINAkg0.00594.20.0217778.60355.5708.01022922000129CORDELkg0.019921.010.4217778.607467.0108.02024301000343MADERA TORNILLOp20.00530.0217778.60355.5709025411009054PINTURA ESMALTE SINTETICOgln0.0006450.0317778.60533.3609.010.4917778.608711.5109.02Equipos17778.6017778.6009.03033701000137HERRAMIENTAS MANUALES%MO50.190.0117778.60177.7909.04033754000137MIRAS Y JALONESHE10.006750.0317778.60533.3610033754001137TEODOLITOHE10.0067150.1017778.601777.8610.010.1417778.602489.00110.0011.01Partida02.02ROTURA DE VEREDAS EXISTENTES11.0254.0054.0011.03Rendimientondm3/DIA28EQ.28Costo unitario directo por : m333.4354.0054.001254.0054.0012.01CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.54.0054.0012.02Mano de Obra54.0054.0013014701000347OFICIALhh10.28578.532.4454.00131.7613.01014701000447PEONhh20.57147.74.4054.00237.6013.026.8454.00369.3613.03Materiales54.0054.0013.04023008001030BARRENO 5' X 1/8"und0.0153505.2554.00283.5013.055.2554.00283.5014Equipos54.0054.0014.01033701000137HERRAMIENTAS MANUALES%MO36.840.2154.0011.3414.02034901000249COMPRESORA NEUMATICA 250-330 PCM, 87 HPhm10.285759.3816.9654.00915.8414.03034906000449MARTILLO NEUMATICO DE 25 Kg.hm10.285714.64.1754.00225.1814.0421.3454.001152.3614.050.0015Partida02.03ROTURA DE PAVIMENTO FLEXIBLE15.0152.0052.0015.02Rendimientondm2/DIA70EQ.70Costo unitario directo por : m216.5252.0052.0015.0352.0052.0015.04CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.52.0052.0015.05Mano de Obra52.0052.0015.06014701000347OFICIALhh10.11438.530.9752.0050.4415.07014701000447PEONhh20.22867.71.7652.0091.5215.082.7352.00141.96Materiales52.0052.00023008001030BARRENO 5' X 1/8"und0.0153505.2552.00273.005.2552.00273.00Equipos52.0052.00033701000137HERRAMIENTAS MANUALES%MO32.730.0852.004.16034901000249COMPRESORA NEUMATICA 250-330 PCM, 87 HPhm10.114359.386.7952.00353.08034906000449MARTILLO NEUMATICO DE 25 Kg.hm10.114314.61.6752.0086.848.5452.00444.080.00Partida02.04ROTURA DE ELEMENTOS DE CONCRETO EXISTENTES0.600.60Rendimientondm3/DIA20EQ.20Costo unitario directo por : m344.350.600.600.600.60CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.0.600.60Mano de Obra0.600.60014701000347OFICIALhh10.48.533.410.602.05014701000447PEONhh20.87.76.160.603.709.570.605.74Materiales0.600.60023008001030BARRENO 5' X 1/8"und0.0153505.250.603.155.250.603.15Equipos0.600.60033701000137HERRAMIENTAS MANUALES%MO39.570.290.600.17034902009349COMPRESORA NEUMATICA GASL.125- 175 PCM - 76 HPhm10.458.523.400.6014.04034906000449MARTILLO NEUMATICO DE 25 Kg.hm10.414.65.840.603.5029.530.6017.720.00Partida03.01CORTE A NIVEL DE SUB RASANTE TERRENO ROCOSO8321.238321.23Rendimientondm3/DIA300EQ.300Costo unitario directo por : m312.438321.238321.238321.238321.23CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.8321.238321.23Mano de Obra8321.238321.23014701000147CAPATAZhh0.10.002712.390.038321.23249.64014701000347OFICIALhh10.02678.530.238321.231913.88014701000447PEONhh10.02677.70.218321.231747.460.478321.233910.98Materiales8321.238321.23023008001030BARRENO 5' X 1/8"und0.0153505.258321.2343686.465.258321.2343686.46Equipos8321.238321.23033701000137HERRAMIENTAS MANUALES%MO50.470.028321.23166.42034902000849COMPRESORA NEUMATICA 87 HP 250-330 PCMhm0.50.013356.830.768321.236324.13034904003449TRACTOR DE ORUGAS DE 190-240 HPhm10.02672155.748321.2347763.86034906000449MARTILLO NEUMATICO DE 25 Kg.hm0.50.013314.60.198321.231581.036.718321.2355835.450.00Partida03.02CORTE DE TERRENO MANUAL0.00Rendimientondm3/DIA2EQ.2Costo unitario directo por : m337.55416.06416.06416.06416.06CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.416.06416.06Mano de Obra416.06416.06014701000147CAPATAZhh0.10.412.394.96416.062063.66014701000447PEONhh147.730.80416.0612814.6535.76416.0614878.31Equipos416.06416.06033701000137HERRAMIENTAS MANUALES%MO535.761.79416.06744.751.79416.06744.750.00Partida03.03EXCAVACION MANUAL EN CUNETA141.32141.32Rendimientondm3/DIA3.5EQ.3.5Costo unitario directo por : m321.45141.32141.32141.32141.32CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.141.32141.32Mano de Obra141.32141.32014701000147CAPATAZhh0.10.228612.392.83141.32399.94014701000447PEONhh12.28577.717.60141.322487.2320.43141.322887.17Equipos141.32141.32033701000137HERRAMIENTAS MANUALES%MO520.431.02141.32144.151.02141.32144.150.00Partida03.04EXCAVACION PARA SARDINELES TERRENO ROCOSO313.42313.42Rendimientondm3/DIA2.5EQ.2.5Costo unitario directo por : m330.03313.42313.42313.42313.42CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.313.42313.42Mano de Obra313.42313.42014701000147CAPATAZhh0.10.3212.393.96313.421241.14014701000447PEONhh13.27.724.64313.427722.6728.60313.428963.81Equipos313.42313.42033701000137HERRAMIENTAS MANUALES%MO528.61.43313.42448.191.43313.42448.190.00Partida03.05EXCAVACION MANUAL EN BADEN22.3222.32Rendimientondm3/DIA3.5EQ.3.5Costo unitario directo por : m321.0422.3222.3222.3222.32CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.22.3222.32Mano de Obra22.3222.32014701000147CAPATAZhh0.10.228612.392.8322.3263.17014701000447PEONhh12.28577.717.6022.32392.8320.4322.32456.00Equipos22.3222.32033701000137HERRAMIENTAS MANUALES%MO320.430.6122.3213.620.6122.3213.620.00Partida03.06EXCAVACION, DESQUINCHE Y PEINADO DE TALUDES EN JARDINERIA REND=300 M3/DIA479.74479.74Rendimientondm3/DIA100EQ.100Costo unitario directo por : m310.56479.74479.74479.74479.74CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.479.74479.74Mano de Obra479.74479.74014701000147CAPATAZhh0.20.01612.390.20479.7495.95014701000447PEONhh10.087.70.62479.74297.440.82479.74393.39Equipos479.74479.74033701000137HERRAMIENTAS MANUALES%MO30.820.02479.749.59034904002149RETROEXCAVADOR S/LLANTAS 58 HP 1 YD3.hm10.08121.59.72479.744663.079.74479.744672.670.00Partida03.07.01ACARREO INTERNO DE MATERIAL1721.801721.80Rendimientondm3/DIA24EQ.24Costo unitario directo por : m311.211721.801721.801721.801721.80CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.1721.801721.80Mano de Obra1721.801721.80014701000147CAPATAZhh0.10.033312.390.411721.80705.94014701000447PEONhh41.33337.710.271721.8017682.8910.681721.8018388.82Equipos1721.801721.80033701000137HERRAMIENTAS MANUALES%MO510.680.531721.80912.550.531721.80912.550.00Partida03.07.02CARGUIO (ELIMINACION DE MATERIAL EXCEDENTE)11707.2711707.27Rendimientondm3/DIA380EQ.380Costo unitario directo por : m30.2611707.2711707.2711707.2711707.27CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.11707.2711707.27Mano de Obra11707.2711707.27014701000347OFICIALhh0.50.01058.530.0911707.271053.65014701000447PEONhh10.02117.70.1611707.271873.160.2511707.272926.82Equipos11707.2711707.27033701000137HERRAMIENTAS MANUALES%MO50.250.0111707.27117.070.0111707.27117.070.00Partida03.07.03TRANSPORTE (ELIM. DE MAT. EXCEDENTE)11707.2711707.27Rendimientondm3/DIA350EQ.350Costo unitario directo por : m35.2411707.2711707.2711707.2711707.27CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.11707.2711707.27Mano de Obra11707.2711707.27014701000347OFICIALhh0.250.00578.530.0511707.27585.360.0511707.27585.36Equipos11707.2711707.27033701000137HERRAMIENTAS MANUALES%MO30.0511707.2711707.27034811000448VOLQUETE DE 15 M3hm20.0457113.55.1911707.2760760.735.1911707.2760760.730.00Partida03.07.04ESCARIFICADO, PERFILADO/COMP. SUB - RASANTE15270.6715270.67Rendimientondm2/DIA1450EQ.1450Costo unitario directo por : m22.2815270.6715270.6715270.6715270.67CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.15270.6715270.67Mano de Obra15270.6715270.67014701000147CAPATAZhh0.10.000612.390.0115270.67152.71014701000347OFICIALhh10.00558.530.0515270.67763.53014701000447PEONhh30.01667.70.1315270.671985.190.1915270.672901.43Materiales15270.6715270.67023905000039AGUAm30.2910.2915270.674428.490.2915270.674428.49Equipos15270.6715270.67033701000137HERRAMIENTAS MANUALES%MO50.190.0115270.67152.71034812000248CAMION CISTERNA 4X2 (AGUA) 2,000 GAL.hm0.50.0028113.450.3215270.674886.61034903000749RODILLO LISO VIBR AUTOP 125HPhm10.0055135.250.7415270.6711300.30034909000049MOTONIVELADORA DE 125 HPhm10.0055132.770.7315270.6711147.591.801.800.00Partida04.01.01EXTRACCION DE BASE4429.114429.11Rendimientondm3/DIA390EQ.390Costo unitario directo por : m36.954429.114429.114429.114429.11CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.4429.114429.11Mano de Obra4429.114429.11014701000147CAPATAZhh0.10.002112.390.034429.11132.87014701000347OFICIALhh0.50.01038.530.094429.11398.62014701000447PEONhh10.02057.70.164429.11708.660.284429.111240.15Materiales4429.114429.1102053000705MATERIAL DE CANTERAm312.252.254429.119965.502.254429.119965.50Equipos4429.114429.11033701000137HERRAMIENTAS MANUALES%MO30.280.014429.1144.29034904003449TRACTOR DE ORUGAS DE 190-240 HPhm10.02052154.414429.1119532.384.424429.1119576.670.00Partida04.01.02SELECCION DE MATERIAL P/BASE GRANULAR4112.744112.74Rendimientondm3/DIA380EQ.380Costo unitario directo por : m33.914112.744112.744112.744112.74CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.4112.744112.74Mano de Obra4112.744112.74014701000147CAPATAZhh0.20.004212.390.054112.74205.64014701000347OFICIALhh0.50.01058.530.094112.74370.15014701000447PEONhh30.06327.70.494112.742015.240.634112.742591.03Equipos4112.744112.74033701000137HERRAMIENTAS MANUALES%MO50.630.034112.74123.38034904001049CARGADOR S/LLANTAS 125-155 HP 3 YD3.hm10.02111453.064112.7412584.98034908001449ZARANDA METALICAhm20.04214.50.194112.74781.423.284112.7413489.790.00Partida04.01.03CARGUIO4112.744112.74Rendimientondm3/DIA390EQ.390Costo unitario directo por : m33.234112.744112.744112.744112.74CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.4112.744112.74Mano de Obra4112.744112.74014701000347OFICIALhh0.50.01038.530.094112.74370.15014701000447PEONhh10.02057.70.164112.74658.040.254112.741028.19Equipos4112.744112.74033701000137HERRAMIENTAS MANUALES%MO50.250.014112.7441.13034904001049CARGADOR S/LLANTAS 125-155 HP 3 YD3.hm10.02051452.974112.7412214.842.984112.7412255.970.00Partida04.01.04TRANSPORTE4112.744112.74Rendimientondm3/DIA380EQ.380Costo unitario directo por : m354112.744112.744112.744112.74CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.4112.744112.74Mano de Obra4112.744112.74014701000347OFICIALhh0.250.00538.530.054112.74205.64014701000447PEONhh10.02117.70.164112.74658.040.214112.74863.68Equipos4112.744112.74033701000137HERRAMIENTAS MANUALES%MO50.210.014112.7441.13034811000448VOLQUETE DE 15 M3hm20.0421113.54.784112.7419658.904.794112.7419700.020.00Partida04.01.05EXT. RIEGO Y COMPAC. DE S-BASE E=0.2511623.6911623.69Rendimientondm2/DIA1500EQ.1500Costo unitario directo por : m22.0111623.6911623.6911623.6911623.69CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.11623.6911623.69Mano de Obra11623.6911623.69014701000147CAPATAZhh10.005312.390.0711623.69813.66014701000347OFICIALhh10.00538.530.0511623.69581.18014701000447PEONhh30.0167.70.1211623.691394.840.2411623.692789.69Materiales11623.6911623.69023905000039AGUAm30.02510.0311623.69348.710.0311623.69348.71Equipos11623.6911623.69033701000137HERRAMIENTAS MANUALES%MO30.240.0111623.69116.24034812000248CAMION CISTERNA 4X2 (AGUA) 2,000 GAL.hm0.50.0027113.450.3111623.693603.34034903000749RODILLO LISO VIBR AUTOP 125HPhm10.0053135.250.7211623.698369.06034909000049MOTONIVELADORA DE 125 HPhm10.0053132.770.7011623.698136.581.7411623.6920225.220.00Partida04.02.01IMPRIMACION ASFALTICA11081.6711081.67Rendimientondm2/DIA2350EQ.2350Costo unitario directo por : m25.4911081.6711081.6711081.6711081.67CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.11081.6711081.67Mano de Obra11081.6711081.67014701000147CAPATAZhh10.003412.390.0411081.67443.27014701000347OFICIALhh10.00348.530.0311081.67332.45014701000447PEONhh60.02047.70.1611081.671773.070.2311081.672548.78Materiales11081.6711081.67021300000613ASFALTO RC-250gln0.389.53.6111081.6740004.83025300000053KEROSENE INDUSTRIALgln0.08510.50.8911081.679862.694.5011081.6749867.52Equipos11081.6711081.67033701000137HERRAMIENTAS MANUALES%MO50.230.0111081.67110.82034902000749COMPRESORA NEUMATICA 76 HP 125-175 PCMhm10.003459.380.2011081.672216.33034905000349BARREDORA MECANICA 10-20 HP 7 P.LONG.hm10.003462.780.2111081.672327.15034913000449CAMION IMPRIMIDOR 6x2 178-210 HP 1,800 Ghm10.0034100.850.3411081.673767.770.7611081.678422.070.00Partida04.02.02CARPETA ASFALTICA EN CALIENTE E=2"11081.6711081.67Rendimientondm2/DIA1650EQ.1650Costo unitario directo por : m234.7811081.6711081.6711081.6711081.67CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.11081.6711081.67Mano de Obra11081.6711081.67014701000147CAPATAZhh10.004812.390.0611081.67664.90014701000347OFICIALhh30.01458.530.1211081.671329.80014701000447PEONhh120.05827.70.4511081.674986.750.6311081.676981.45Materiales11081.6711081.6702040000054FILLERkg20.420.8411081.679308.6002050000035PIEDRA CHANCADA 3/4 - 1/2"m30.0647.12.8311081.6731361.1302050100045ARENA GRUESAm30.04421.6811081.6718617.21022001000120CEMENTO ASFALTICO PEN 85/100gln1.98.1515.4911081.67171655.0720.8411081.67230942.00Equipos11081.6711081.67033701000137HERRAMIENTAS MANUALES%MO50.630.0311081.67332.45034811000448VOLQUETE DE 15 M3hm60.0291113.53.3011081.6736569.51034903001849RODILLO NEUMATICO AUTOP. 127 HP 8-23 TONhm10.0048109.550.5311081.675873.29034903004349RODILLO TANDEM ESTATIC AUT 58-70HP 8-10Thm10.004897.10.4711081.675208.38034904001049CARGADOR S/LLANTAS 125-155 HP 3 YD3.hm10.00481450.7011081.677757.17034905000849PAVIMENTADORA SOBRE ORUGAS 69 HP 10-16'hm10.00481500.7211081.677978.80034905001849PLANTA ASFALTICA EN CALIENTEhm10.00481574.597.5611081.6783777.4313.3111081.67147497.030.00Partida05.01CUNETA CONCRETO F'C=210 KG/CM2141.32141.32Rendimientondm3/DIA20EQ.20Costo unitario directo por : m3271.48141.32141.32141.32141.32CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.141.32141.32Mano de Obra141.32141.32014701000147CAPATAZhh0.10.0412.390.50141.3270.66014701000247OPERARIOhh20.89.537.62141.321076.86014701000347OFICIALhh20.88.536.82141.32963.80014701000447PEONhh1047.730.80141.324352.6645.74141.326463.98Materiales141.32141.3202020100052CLAVOS PARA MADERA C/C 3"kg0.02193.70.08141.3211.3102040000004ARENA FINAm30.01571.51.07141.32151.2102050000035PIEDRA CHANCADA 3/4 - 1/2"m30.7647.135.80141.325059.2602050100045ARENA GRUESAm30.574223.94141.323383.20022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL9.7315.46150.43141.3221258.77023905000039AGUAm30.2110.21141.3229.68024316005243REGLA DE MADERAp20.053.20.16141.3222.61211.69141.3229916.03Equipos141.32141.32033701000137HERRAMIENTAS MANUALES%MO545.742.29141.32323.62034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.429.4111.76141.321661.9214.05141.321985.550.00Partida05.02ENCOFRADO Y DESENCOFRADO CUNETAS353.30353.30Rendimientondm2/DIA25EQ.25Costo unitario directo por : m222.52353.30353.30353.30353.30CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.353.30353.30Mano de Obra353.30353.30014701000147CAPATAZhh0.10.03212.390.40353.30141.32014701000247OPERARIOhh10.329.533.05353.301077.57014701000347OFICIALhh10.328.532.73353.30964.51014701000447PEONhh20.647.74.93353.301741.7711.11353.303925.16Materiales353.30353.3002020100032CLAVOS PARA MADERA C/C 2"kg0.253.70.93353.30328.5702020400102ALAMBRE NEGRO N8kg0.23.80.76353.30268.51024301000343MADERA TORNILLOp22.9338.79353.303105.51025310000353PETROLEOgln0.06100.60353.30211.9811.08353.303914.56Equipos353.30353.30033701000137HERRAMIENTAS MANUALES%MO311.110.33353.30116.590.33353.30116.590.00Partida06.01BADEN CONCRETO F'C=210 KG/CM222.3222.32Rendimientondm3/DIA18EQ.18Costo unitario directo por : m3263.4122.3222.3222.3222.32CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.22.3222.32Mano de Obra22.3222.32014701000147CAPATAZhh0.10.044412.390.5522.3212.28014701000247OPERARIOhh20.88899.538.4722.32189.05014701000347OFICIALhh20.88898.537.5822.32169.19014701000447PEONhh83.55567.727.3822.32611.1243.9822.32981.63Materiales22.3222.3202020100052CLAVOS PARA MADERA C/C 3"kg0.0223.70.0822.321.7902040000004ARENA FINAm30.01571.51.0722.3223.8802050000035PIEDRA CHANCADA 3/4 - 1/2"m30.7647.135.8022.32799.0602050100045ARENA GRUESAm30.574223.9422.32534.34022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL9.315.46143.7822.323209.17023905000039AGUAm30.2110.2122.324.69024316005243REGLA DE MADERAp20.053.20.1622.323.57205.0422.324576.49Equipos22.3222.32033701000137HERRAMIENTAS MANUALES%MO343.981.3222.3229.46034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.444429.4113.0722.32291.7214.3922.32321.180.00Partida06.02BADEN ENCOFRADO Y DESENCOFRADO37.2037.20Rendimientondm2/DIA15EQ.15Costo unitario directo por : m225.6137.2037.2037.2037.20CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.37.2037.20Mano de Obra37.2037.20014701000147CAPATAZhh0.10.053312.390.6637.2024.55014701000247OPERARIOhh10.53339.535.0837.20188.98014701000347OFICIALhh10.53338.534.5537.20169.26014701000447PEONhh0.50.26677.72.0537.2076.2612.3437.20459.05Materiales37.2037.2002020100032CLAVOS PARA MADERA C/C 2"kg0.163.70.5937.2021.9502020400102ALAMBRE NEGRO N8kg0.23.80.7637.2028.27024301000343MADERA TORNILLOp23.85311.5537.20429.6612.9037.20479.88Equipos37.2037.20033701000137HERRAMIENTAS MANUALES%MO312.340.3737.2013.760.3737.2013.760.00Partida07.01.01SARDINEL EXPUES. CONCRETO F'C=175 KG/CM2228.49228.49Rendimientondm3/DIA18EQ.18Costo unitario directo por : m3239.55228.49228.49228.49228.49CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.228.49228.49Mano de Obra228.49228.49014701000147CAPATAZhh0.20.088912.391.10228.49251.34014701000247OPERARIOhh20.88899.538.47228.491935.31014701000347OFICIALhh20.88898.537.58228.491731.95014701000447PEONhh83.55567.727.38228.496256.0644.53228.4910174.66Materiales228.49228.4902020100052CLAVOS PARA MADERA C/C 3"kg0.0223.70.08228.4918.2802040000004ARENA FINAm30.01571.51.07228.49244.4802050000035PIEDRA CHANCADA 3/4 - 1/2"m30.5547.125.91228.495920.1802050100045ARENA GRUESAm30.544222.68228.495182.15022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL8.315.46128.32228.4929319.84023905000039AGUAm30.2110.21228.4947.98024316005243REGLA DE MADERAp20.053.20.16228.4936.56178.43228.4940769.47Equipos228.49228.49033701000137HERRAMIENTAS MANUALES%MO344.531.34228.49306.18034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.444429.4113.07228.492986.36034907000349VIBRADOR DE CONCRETO 4 HP 1.50"hm0.50.22229.82.18228.49498.1116.59228.493790.650.00Partida07.01.02SARDINEL EXPUES. ENCOFRADO Y DESENCOFRADO1996.081996.08Rendimientondm2/DIA25EQ.25Costo unitario directo por : m219.81996.081996.081996.081996.08CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.1996.081996.08Mano de Obra1996.081996.08014701000147CAPATAZhh0.10.03212.390.401996.08798.43014701000247OPERARIOhh10.329.533.051996.086088.04014701000347OFICIALhh20.648.535.461996.0810898.60014701000447PEONhh10.327.72.461996.084910.3611.371996.0822695.43Materiales1996.081996.0802020100032CLAVOS PARA MADERA C/C 2"kg0.163.70.591996.081177.6902020400092ALAMBRE NEGRO N16kg0.13.70.371996.08738.5502020400102ALAMBRE NEGRO N8kg0.13.80.381996.08758.51024301000343MADERA TORNILLOp22.2536.751996.0813473.548.091996.0816148.29Equipos1996.081996.08033701000137HERRAMIENTAS MANUALES%MO311.370.341996.08678.670.341996.08678.670.00Partida07.02.01SARDINEL EXPUES. ENCOFRADO Y DESENCOFRADO1480.001480.00Rendimientondm2/DIA25EQ.25Costo unitario directo por : m219.81480.001480.001480.001480.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.1480.001480.00Mano de Obra1480.001480.00014701000147CAPATAZhh0.10.03212.390.401480.00592.00014701000247OPERARIOhh10.329.533.051480.004514.00014701000347OFICIALhh20.648.535.461480.008080.80014701000447PEONhh10.327.72.461480.003640.8011.371480.0016827.60Materiales1480.001480.0002020100032CLAVOS PARA MADERA C/C 2"kg0.163.70.591480.00873.2002020400092ALAMBRE NEGRO N16kg0.13.70.371480.00547.6002020400102ALAMBRE NEGRO N8kg0.13.80.381480.00562.40024301000343MADERA TORNILLOp22.2536.751480.009990.008.091480.0011973.20Equipos1480.001480.00033701000137HERRAMIENTAS MANUALES%MO311.370.341480.00503.200.341480.00503.200.00Partida07.02.02SARDINEL EXPUES. CONCRETO F'C=175 KG/CM2111.00111.00Rendimientondm3/DIA18EQ.18Costo unitario directo por : m3239.55111.00111.00111.00111.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.111.00111.00Mano de Obra111.00111.00014701000147CAPATAZhh0.20.088912.391.10111.00122.10014701000247OPERARIOhh20.88899.538.47111.00940.17014701000347OFICIALhh20.88898.537.58111.00841.38014701000447PEONhh83.55567.727.38111.003039.1844.53111.004942.83Materiales111.00111.0002020100052CLAVOS PARA MADERA C/C 3"kg0.0223.70.08111.008.8802040000004ARENA FINAm30.01571.51.07111.00118.7702050000035PIEDRA CHANCADA 3/4 - 1/2"m30.5547.125.91111.002876.0102050100045ARENA GRUESAm30.544222.68111.002517.48022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL8.315.46128.32111.0014243.52023905000039AGUAm30.2110.21111.0023.31024316005243REGLA DE MADERAp20.053.20.16111.0017.76178.43111.0019805.73Equipos111.00111.00033701000137HERRAMIENTAS MANUALES%MO344.531.34111.00148.74034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.444429.4113.07111.001450.77034907000349VIBRADOR DE CONCRETO 4 HP 1.50"hm0.50.22229.82.18111.00241.9816.59111.001841.490.00Partida07.02.03BERMA CENTRAL CONCRETO F'C= 175 KG/CM2.36.5036.5036.50Rendimientondm2/DIA120EQ.120Costo unitario directo por : m225.2336.5036.5011.7036.5036.5019.50CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.36.5036.50Mano de Obra36.5036.50273.50014701000147CAPATAZhh0.10.006712.390.0836.502.92014701000247OPERARIOhh10.06679.530.6436.5023.36014701000347OFICIALhh10.06678.530.5736.5020.81014701000447PEONhh80.53337.74.1136.50150.025.4036.50197.10Materiales36.5036.5002050000035PIEDRA CHANCADA 3/4 - 1/2"m30.05547.12.5936.5094.5402050100045ARENA GRUESAm30.054422.2736.5082.86022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL0.8315.4612.8336.50468.30023905000039AGUAm30.02110.0236.500.7317.7136.50646.42Equipos36.5036.50033701000137HERRAMIENTAS MANUALES%MO35.40.1636.505.84034801001148MEZCLADORA DE CONCRETO DE 9 -11P3hm10.066729.411.9636.5071.542.1236.5077.380.00Partida07.03.01SARDINEL INEXPUES. CONCRETO F'C=210 KG/CM211.7011.70Rendimientondm3/DIA18EQ.18Costo unitario directo por : m3256.3511.7011.7011.7011.70CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.11.7011.70Mano de Obra11.7011.70014701000147CAPATAZhh0.10.044412.390.5511.706.44014701000247OPERARIOhh20.88899.538.4711.7099.10014701000347OFICIALhh20.88898.537.5811.7088.69014701000447PEONhh62.66677.720.5311.70240.2037.1311.70434.42Materiales11.7011.7002020100052CLAVOS PARA MADERA C/C 3"kg0.0223.70.0811.700.9402040000004ARENA FINAm30.01571.51.0711.7012.5202050000035PIEDRA CHANCADA 3/4 - 1/2"m30.7647.135.8011.70418.8602050100045ARENA GRUESAm30.574223.9411.70280.10022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL9.315.46143.7811.701682.23023905000039AGUAm30.2110.2111.702.46024316005243REGLA DE MADERAp20.053.20.1611.701.87205.0411.702398.97Equipos11.7011.70033701000137HERRAMIENTAS MANUALES%MO337.131.1111.7012.99034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.444429.4113.0711.70152.9214.1811.70165.910.00Partida07.03.02SARDINEL INEXPUES. ENCOFRADO Y DESENCOFRADO19.5019.50Rendimientondm2/DIA25EQ.25Costo unitario directo por : m217.0219.5019.5019.5019.50CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.19.5019.50Mano de Obra19.5019.50014701000147CAPATAZhh0.10.03212.390.4019.507.80014701000247OPERARIOhh10.329.533.0519.5059.48014701000347OFICIALhh10.328.532.7319.5053.246.1819.50120.51Materiales19.5019.5002020100052CLAVOS PARA MADERA C/C 3"kg0.163.70.5919.5011.5102020400102ALAMBRE NEGRO N8kg0.23.80.7619.5014.82024301000343MADERA TORNILLOp23.139.3019.50181.3510.6519.50207.68Equipos19.5019.50033701000137HERRAMIENTAS MANUALES%MO36.180.1919.503.710.1919.503.710.00Partida07.04.01SARDINEL ARMADO ENCOFRADO Y DESENCOFRADO273.50273.50Rendimientondm2/DIA22EQ.22Costo unitario directo por : m221.4273.50273.50273.50273.50CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.273.50273.50Mano de Obra273.50273.50014701000147CAPATAZhh0.10.036412.390.45273.50123.08014701000247OPERARIOhh10.36369.533.47273.50949.05014701000347OFICIALhh20.72738.536.20273.501695.70014701000447PEONhh10.36367.72.80273.50765.8012.92273.503533.62Materiales273.50273.5002020100052CLAVOS PARA MADERA C/C 3"kg0.163.70.59273.50161.3702020400092ALAMBRE NEGRO N16kg0.13.70.37273.50101.2002020400102ALAMBRE NEGRO N8kg0.13.80.38273.50103.93024301000343MADERA TORNILLOp22.2536.75273.501846.138.09273.502212.62Equipos273.50273.50033701000137HERRAMIENTAS MANUALES%MO312.920.39273.50106.670.39273.50106.670.00Partida07.04.02SARDINEL ARMADO CONCRETO F'C=175 KG/CM2140.48140.48Rendimientondm3/DIA18EQ.18Costo unitario directo por : m3239.55140.48140.48140.48140.48CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.140.48140.48Mano de Obra140.48140.48014701000147CAPATAZhh0.20.088912.391.10140.48154.53014701000247OPERARIOhh20.88899.538.47140.481189.87014701000347OFICIALhh20.88898.537.58140.481064.84014701000447PEONhh83.55567.727.38140.483846.3444.53140.486255.57Materiales140.48140.4802020100052CLAVOS PARA MADERA C/C 3"kg0.0223.70.08140.4811.2402040000004ARENA FINAm30.01571.51.07140.48150.3102050000035PIEDRA CHANCADA 3/4 - 1/2"m30.5547.125.91140.483639.8402050100045ARENA GRUESAm30.544222.68140.483186.09022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL8.315.46128.32140.4818026.39023905000039AGUAm30.2110.21140.4829.50024316005243REGLA DE MADERAp20.053.20.16140.4822.48178.43140.4825065.85Equipos140.48140.48033701000137HERRAMIENTAS MANUALES%MO344.531.34140.48188.24034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.444429.4113.07140.481836.07034907000349VIBRADOR DE CONCRETO 4 HP 1.50"hm0.50.22229.82.18140.48306.2516.59140.482330.560.00Partida07.04.03SARDINEL ARMADO ACERO F'Y=4200 KG/CM21817.001817.00Rendimientondkg/DIA300EQ.300Costo unitario directo por : kg4.971817.001817.001817.001817.00CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.1817.001817.00Mano de Obra1817.001817.00014701000147CAPATAZhh0.10.002712.390.031817.0054.51014701000247OPERARIOhh10.02679.530.251817.00454.25014701000347OFICIALhh10.02678.530.231817.00417.910.511817.00926.67Materiales1817.001817.0002020400092ALAMBRE NEGRO N16kg0.033.70.111817.00199.8702030000323FIERRO CORRUGADO PROMEDIOkg1.073.94.171817.007576.894.281817.007776.76Equipos1817.001817.00033701000137HERRAMIENTAS MANUALES%MO30.510.021817.0036.34034896000548CIZALLA P/FIERRO DE CONSTRUCCIONhm10.026760.161817.00290.720.181817.00327.060.00Partida07.05.01REFINE Y NIVELACION2577.252577.25Rendimientondm2/DIA150EQ.150Costo unitario directo por : m21.412577.252577.252577.252577.25CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.2577.252577.25Mano de Obra2577.252577.25014701000147CAPATAZhh0.10.005312.390.072577.25180.41014701000347OFICIALhh10.05338.530.452577.251159.76014701000447PEONhh20.10677.70.822577.252113.351.342577.253453.52Equipos2577.252577.25033701000137HERRAMIENTAS MANUALES%MO51.340.072577.25180.410.072577.25180.410.00Partida07.05.02RELLENO Y COMPACTACION PARA VEREDA2577.252577.25Rendimientondm2/DIA180EQ.180Costo unitario directo por : m24.62577.252577.252577.252577.25CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.2577.252577.25Mano de Obra2577.252577.25014701000147CAPATAZhh0.10.004412.390.052577.25128.86014701000247OPERARIOhh10.04449.530.422577.251082.45014701000347OFICIALhh10.04448.530.382577.25979.36014701000447PEONhh80.35567.72.742577.257061.673.592577.259252.33Equipos2577.252577.25033701000137HERRAMIENTAS MANUALES%MO53.590.182577.25463.91034903000449COMPACTADOR VIBR. TIPO PLANCHA 7 HPhm10.044418.750.832577.252139.121.012577.252603.020.00Partida07.05.03VEREDA CONCRETO F'C=175 KG/CM22577.252577.25Rendimientondm2/DIA120EQ.120Costo unitario directo por : m224.212577.252577.252577.252577.25CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.2577.252577.25Mano de Obra2577.252577.25014701000147CAPATAZhh0.10.006712.390.082577.25206.18014701000247OPERARIOhh10.06679.530.642577.251649.44014701000347OFICIALhh10.06678.530.572577.251469.03014701000447PEONhh60.47.73.082577.257937.934.372577.2511262.58Materiales2577.252577.2502050000035PIEDRA CHANCADA 3/4 - 1/2"m30.05547.12.592577.256675.0802050100045ARENA GRUESAm30.055422.312577.255953.45022100000021CEMENTO PORTLAND TIPO I (42.5KG)BOL0.8315.4612.832577.2533066.12023905000039AGUAm30.02110.022577.2551.5517.752577.2545746.19Equipos2577.252577.25033701000137HERRAMIENTAS MANUALES%MO34.370.132577.25335.04034801000748MEZCLADORA DE CONCRETO DE 9-11 P3-18 HPhm10.066729.411.962577.255051.412.092577.255386.450.00Partida07.05.04VEREDA ENCOFRADO Y DESENCOFRADO TRANSVERSAL128.37128.37Rendimientondm2/DIA30EQ.30Costo unitario directo por : m216.1128.37128.37128.37128.37CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.128.37128.37Mano de Obra128.37128.37014701000147CAPATAZhh0.10.026712.390.33128.3742.36014701000247OPERARIOhh20.53339.535.08128.37652.12014701000347OFICIALhh0.50.13338.531.14128.37146.34014701000447PEONhh0.50.13337.71.03128.37132.227.58128.37973.04Materiales128.37128.3702020100052CLAVOS PARA MADERA C/C 3"kg0.163.70.59128.3775.7402020400102ALAMBRE NEGRO N8kg0.253.80.95128.37121.95024301000343MADERA TORNILLOp22.2536.75128.37866.508.29128.371064.19Equipos128.37128.37033701000137HERRAMIENTAS MANUALES%MO37.580.23128.3729.530.23128.3729.530.00Partida08.01ENCOFRADO Y DESENCOFRADO DE RAMPAS10.0110.01Rendimientondm2/DIA14EQ.14Costo unitario directo por : m219.1310.0110.0110.0110.01CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.10.0110.01Mano de Obra10.0110.01014701000147CAPATAZhh0.10.057112.390.7110.017.11014701000247OPERARIOhh10.57149.535.4510.0154.55014701000347OFICIALhh10.57148.534.8710.0148.7511.0310.01110.41Materiales10.0110.0102020100022CLAVOS PARA MADERA C/C 2 1/2"kg0.053.70.1910.011.9002020400102ALAMBRE NEGRO N8kg0.13.80.3810.013.80024301000343MADERA TORNILLOp22.437.2010.0172.077.7710.0177.78Equipos10.0110.01033701000137HERRAMIENTAS MANUALES%MO311.030.3310.013.300.3310.013.300.00Partida08.02CONCRETO SIMPLE FC=175 KG/CM2 PARA RAMPAS46.8046.80Rendimientondm2/DIA120EQ.120Costo unitario directo por : m226.2846.8046.8046.8046.80CdigodiDescripcin RecursoUnidadCuadrillaCantidadPrecio S/.Parcial S/.46.8046.80Mano de Obra46.8046.80014701000147CAPATAZhh0.10.006712.390.0846.803.74014701000247OPERARIOhh10.06679.530.6446.8029.95014701000347OFICIALhh10.06678.530.5746.8026.68014701000447PEONhh100.66677.75.1346.80240.086.4246.80300.46Materiales46.8046.8002050000035PIEDRA CHANCADA 3/4 - 1/2"m30.05547.12.5946.80121.2102050100045ARENA GRUESAm30.054422.2746.80