Sheet1CRONOGRAMA VALORIZADOPresupuesto:CREACION DE PISTAS, VEREDAS Y DRENAJE PLUVIAL DE LAS CALLES JR. COLON, ALTO PERU, ALFONSO UGARTE Y BOLIVAR DE LA LOCALIDAD DE LAMUD PROVINCIA DE LUYA - AMAZONASClienteMUNICIPALIDAD PROVINCIAL DE LUYAResponsible:Ing. JENDHER POQUIOMA CASTANEDALugarAMAZONAS - LUYA - LAMUDFecha:FEBRERO - 2014.ItemDescripcinUnd.MetradoPrecio S/.Parcial S/.MES 01MES 02MES 03MES 04MES 05MES 06Sem. 01Sem. 02Sem. 03Sem. 04Sem. 01Sem. 02Sem. 03Sem. 04Sem. 01Sem. 02Sem. 03Sem. 04Sem. 01Sem. 02Sem. 03Sem. 04Sem. 01Sem. 02Sem. 03Sem. 04Sem. 01Sem. 02Sem. 03Sem. 0401PISTAS Y VEREDAS2,546,687.2601.01OBRAS PROVISIONALES7,049.4701.01.01ALMACENmes6.001,000.006,000.006000.000.0001.01.02CARTEL DE OBRAund1.001,049.471,049.471049.470.0001.02OBRAS PRELIMINARES50,428.3101.02.01TRAZO Y REPLANTEO INICALm211,098.392.2524,971.381560.711560.711560.711560.711560.711560.711560.711560.711560.711560.711560.711560.711560.711560.711560.711560.710.0001.02.02LIMPIEZA DEL TERRENO MANUALm211,098.391.1813,096.10818.51818.51818.51818.51818.51818.51818.51818.51818.51818.51818.51818.51818.51818.51818.51818.510.0001.02.03MOVILIZACION Y DESMOVILIZACION DE EQUIPOSglb1.0012,360.8312,360.8312360.830.0001.03MOVIMIENTO DE TIERRAS1,001,049.9101.03.01CORTE DE MATERIAL SUELTO CON EQUIPOm32,436.3710.2624,997.161562.321562.321562.321562.321562.321562.321562.321562.321562.321562.321562.321562.321562.321562.321562.321562.320.0001.03.02ELIMINACION DE MATERIAL EXCEDENTE DM=1 kmm33,005.6525.9477,966.566497.216497.216497.216497.216497.216497.216497.216497.216497.216497.216497.216497.210.0001.03.03PERFILADO Y COMPACTACION SUB-RASANTES ZONAS CORTEm211,098.393.1434,848.942178.062178.062178.062178.062178.062178.062178.062178.062178.062178.062178.062178.062178.062178.062178.062178.060.0001.03.04VEREDAS74,363.6801.03.04.01DEMOLICION DE VEREDAS EXISTENTES E=10cm.m2984.3616.7716,507.724126.934126.934126.934126.930.0001.03.04.02EXCAVACION A MANO EN TERRENO NORMAL PARA VEREDASm3490.2928.5213,983.071165.261165.261165.261165.261165.261165.261165.261165.261165.261165.261165.261165.260.0001.03.04.03PERFILADO Y COMPACTADO DE SUPERFICIE EXCAVADA Y PERFILADAm24,587.453.6016,514.821376.241376.241376.241376.241376.241376.241376.241376.241376.241376.241376.241376.240.0001.03.04.04BASE DE AFIRMADO H=0.10 mm22,451.4411.1627,358.072279.842279.842279.842279.842279.842279.842279.842279.842279.842279.842279.842279.840.0001.03.05PAVIMENTOS788,873.5701.03.05.01SUB BASE GRANULAR E=0.20Mm211,098.3933.99377,234.2822190.2522190.2522190.2522190.2522190.2522190.2522190.2522190.2522190.2522190.2522190.2522190.2522190.2522190.2522190.2522190.2522190.250.0001.03.05.02BASE DE AFIRMADO H=0.20 mm211,098.3937.09411,639.2924214.0824214.0824214.0824214.0824214.0824214.0824214.0824214.0824214.0824214.0824214.0824214.0824214.0824214.0824214.0824214.0824214.080.0001.04CONCRETO SIMPLE1,488,159.5701.04.01VEREDAS193,797.1001.04.01.01ENCOFRADO Y DESENCOFRADO DE VEREDASm2266.7034.019,070.47566.90566.90566.90566.90566.90566.90566.90566.90566.90566.90566.90566.901133.811133.810.0001.04.01.02CONCRETO PARA VEREDAS f'c=175 kg/cm2 E=10CMm3195.87425.2883,299.595206.225206.225206.225206.225206.225206.225206.225206.225206.225206.225206.225206.2210412.4510412.450.0001.04.01.03ENCOFRADO Y DESENCOFRADO DE GRADASm283.4034.012,836.43177.28177.28177.28177.28177.28177.28177.28177.28177.28177.28177.28354.55354.55177.280.0001.04.01.04CONCRETO PARA GRADAS f'c=175 kg/cm2.m325.02425.2810,640.51665.03665.03665.03665.03665.03665.03665.03665.03665.03665.03665.031330.061330.06665.030.0001.04.01.05ENCOFRADO Y DESENCOFRADO DE SARDINELESm21,064.4934.0136,203.302262.712262.712262.712262.712262.712262.712262.712262.712262.712262.712262.714525.414525.412262.710.0001.04.01.06CONCRETO PARA SARDINELES f'c=175 kg/cm2.m3108.95425.2846,334.263088.953088.953088.953088.953088.953088.953088.953088.953088.953088.956177.906177.903088.950.0001.04.01.07JUNTAS ASFALTICASm789.006.865,412.541353.141353.141353.141353.140.0001.04.02PAVIMENTOS1,294,362.4701.04.02.01ENCOFRADO Y DESENCOFRADO DE PAOSm22,374.5334.0180,757.7710094.7210094.723364.913364.913364.913364.913364.913364.913364.913364.913364.913364.913364.913364.913364.913364.913364.913364.913364.913364.910.0001.04.02.02CONCRETO EN PAOS F'C=210 KG/CM2 E=0.22 Mm32,441.65449.641,097,863.51137232.94137232.9445744.3145744.3145744.3145744.3145744.3145744.3145744.3145744.3145744.3145744.3145744.3145744.3145744.3145744.3145744.3145744.3145744.3145744.310.0001.04.02.03JUNTAS ASFALTICAS DE DILATACION CONTRA ESTRUCTURAS E=1"m2,426.004.5210,965.522741.382741.382741.382741.380.0001.04.02.04JUNTAS ASFALTICAS LONGITUDINAL DE ARTICULACION E=1"m1,213.008.6910,540.972635.242635.242635.242635.240.0001.04.02.05JUNTAS ASFALTICAS DE CONTRACCION E=1"m3,605.0026.1494,234.7023558.6823558.6823558.6823558.680.0002DRENAJE PLUVIAL589,146.0302.01MOVIMIENTO DE TIERRAS22,800.1402.01.01EXCAVACION A MANO EN TERRENO NORMAL DE CUNETASm3601.6528.5217,159.061429.921429.921429.921429.921429.921429.921429.921429.921429.921429.921429.921429.920.0002.01.02REFINE Y NIVELACION DE CANALETASm22,668.602.005,337.20444.77444.77444.77444.77444.77444.77444.77444.77444.77444.77444.77444.770.0002.01.03EXCAVACION A MANO EN TERRENO NORMAL DE CABEZAL DE ENTRADA Y SALIDA (ALCANTARILLA TIPO ARMCO DE CA)m39.6528.52275.2222.9422.9422.9422.9422.9422.9422.9422.9422.9422.9422.9422.940.0002.01.04REFINE Y NIVELACION PARA ALCANTARILLA TIPO MARCO DE CAm214.332.0028.662.392.392.392.392.392.392.392.392.392.392.392.390.0002.02CONCRETO SIMPLE173,198.4902.02.01SOLADO E=3" EN CANALETAS Y CABEZAL DE ENTRADA Y SALIDA DE ALCANTARILLA TIPO MARCOm210.7332.00343.3626.4126.4126.4126.4126.4126.4126.4126.4126.4126.4126.4126.4126.410.0002.02.02CONCRETO EN CANALETAS F'C=175 KG/CM2m3173.04420.5672,773.705198.125198.125198.125198.125198.125198.125198.125198.125198.125198.125198.125198.125198.125198.120.0002.02.03ENCOFRADO Y DESENCOFRADO DE CANALETASm21,730.4016.7629,001.501933.431933.431933.431933.431933.431933.431933.431933.431933.431933.431933.431933.431933.431933.431933.430.0002.02.04JUNTAS ASFALTICASm799.676.865,485.741828.581828.581828.580.0002.02.05TARRAJEO PULIDO EN CANALETASm22,668.6024.5865,594.194685.304685.304685.304685.304685.304685.304685.304685.304685.304685.304685.304685.304685.304685.300.0002.03CONCRETO ARMADO81,952.2502.03.01CONCRETO EN ALCANTARILLAS TIPO MARCO DE CA F'C=210KG/CM2m35.09449.642,288.67457.73457.73457.73457.73457.730.0002.03.02ACERO DE REFUERZO fy=4,200 kg/cm2kg380.635.712,173.40362.23362.23362.23362.23362.23362.230.0002.03.03ENCOFRADO Y DESENCOFRADO DE ALCANTARILLA TIPO MARCO CAm239.4325.601,009.41144.20144.20144.20144.20144.20144.20144.200.0002.03.04CONCRETO EN TAPA DE CANALETA PLUVIAL DE CA F'C=210KG/CM2m366.22449.6429,775.165955.035955.035955.035955.035955.030.0002.03.05ACERO DE REFUERZO fy=4,200 kg/cm2kg6,548.125.7137,389.777477.957477.957477.957477.957477.950.0002.03.06ENCOFRADO Y DESENCOFRADO DE TAPA DE CANALETA PLUVIAL DE CAm2363.9025.609,315.841330.831330.831330.831330.831330.831330.831330.830.0002.04CARPINTERIA METALICA311,195.1502.04.01REJILLA METALICA PARA CANALETAS A=0.30 m.m1,213.00256.55311,195.1577798.7977798.7977798.7977798.790.0003SEALIZACION17,273.5903.01SEALIZACION HORIZONTALm2314.4231.549,916.812479.202479.202479.202479.200.0003.02SEALIZACION VERTICALund23.00319.867,356.781839.201839.201839.201839.200.0004VARIOS58,056.5904.01REPOSICION DE CONEXIONES DOMICILIARIAS PARA AGUA POTABLEund68.00179.7512,223.001018.581018.581018.581018.581018.581018.581018.581018.581018.581018.581018.581018.580.0004.02REPOSICION DE CONEXIONES DOMICILIARIAS PARA ALCANTARILLADOund68.00237.9716,181.961348.501348.501348.501348.501348.501348.501348.501348.501348.501348.501348.501348.500.0004.03ADECUACION Y NIVELACION DE BUZONESund25.00195.184,879.501219.881219.881219.881219.880.0004.04RAMPA DE CONCRETO PARA MINUSVALIDOS DE 0.60X1.20Mund56.0054.973,078.32769.58769.58769.58769.580.0004.05REUBICACION DE POSTESund11.00600.006,600.00550.00550.00550.00550.00550.00550.00550.00550.00550.00550.00550.00550.000.0004.06LIMPIEZA GENERAL DE OBRAm211,098.391.3615,093.81628.91628.91628.91628.91628.91628.91628.91628.91628.91628.91628.91628.91628.91628.91628.91628.91628.91628.91628.91628.91628.91628.91628.91628.910.0005ESTUDIO DE IMPACTO AMBIENTAL27,850.0005.01IMPACTO AMBIENTALglb1.0027,850.0027,850.001160.421160.421160.421160.421160.421160.421160.421160.421160.421160.421160.421160.421160.421160.421160.421160.421160.421160.421160.421160.421160.421160.421160.421160.420.0006FLETE TERRESTRE36,181.9506.01FLETE TERRESTREglb1.0036,181.9536,181.951507.581507.581507.581507.581507.581507.581507.581507.581507.581507.581507.581507.581507.581507.581507.581507.581507.581507.581507.581507.581507.581507.581507.581507.580.00COSTO DIRECTO3,275,195.4231580.4318253.87194657.23224071.81126411.74132184.87139524.39141787.10146095.92146095.92146095.92146095.92142508.97138493.99137535.02150939.20148559.99146481.55139242.21103843.43172263.82167409.90117531.10117531.100.00GASTOS GENERALES (10.00%)327,600.0046867.8454004.0758452.7356961.7153825.9457487.710.00UTILIDAD (7%)229,263.6832799.4337793.5740906.8639863.4037668.9040231.510.00IGV (18%)689,770.6498681.51113707.03123073.79119934.41113331.96121041.930.00COSTO DE OBRA4,521,829.74646912.13745412.78806817.07786236.71742953.97793497.080.00GASTOS DE SUPERVISION147,450.0024575.0024575.0024575.0024575.0024575.0024575.000.00IGV DE SUPERVISION (18%)26,541.004423.504423.504423.504423.504423.504423.500.00COSTO DIRECTO S/.4,695,820.74675910.63774411.27835815.57815235.21771952.47822495.580.00COSTO DIRECTO %100.00%14.39%16.49%17.80%17.36%16.44%17.52%0.00