VALORIZACION - REAJUSTES -METRADOS

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VALORIZACION

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CRONOVALORCANALCRONOGRAMA VALORIZADO DE AVANCE DE OBRAObraCONSTRUCCION DE CANAL DE RIEGO ALLCCACCOCHA-HUANDO I ETAPAGOBIERNO REGIONAL DE HUANCAVELICADpto.HUANCAVELICAProvinciaHUANCAVELICADistritoHUANDOFecha de Inicio16 de Abril de 2007Fecha de Trmino07 de Setiembre del 2007PARTIDADESCRIPCIONUNDCANTP. UNIT.TOTALMES 01 (15 DIAS - ABRIL)MES 02 (31 DIAS - MAYO)MES 03 (30 DIAS - JUNIO)MES 04 (31 DIAS - JULIO)MES 05 (31 DIAS - AGOSTO)MES 05 (07 DIAS - SETIEMBRE)%MONTO S/.%MONTO S/.%MONTO S/.%MONTO S/.%MONTO S/.%MONTO S/.OBRAS PROVISIONALES1.00CARTEL DE IDENTIFICACION DE LA OBRA 4.80x3.60Mund1.001,179.361,179.36100.00%1,179.360.00%0.000.00%0.000.00%0.000.00%0.000.00%0.00100.00%1,179.362.00MOVILIZACION Y DESMOVILIZACION DE MAQUINARIA Y EQUIPOglb1.008,000.008,000.0050.00%4,000.000.00%0.000.00%0.000.00%0.000.00%0.0050.00%4,000.00100.00%8,000.003.00CONSTRUCCION DE CAMPAMENTO PROVISIONAL DE LA OBRAm2100.00117.4111,741.00100.00%11,741.000.00%0.000.00%0.000.00%0.000.00%0.000.00%0.00100.00%11,741.004.00MEJORAMIENTO DE TROCHA DE ACCESOKm1.005,000.005,000.00100.00%5,000.000.00%0.000.00%0.000.00%0.000.00%0.000.00%0.00100.00%5,000.005.00CONSTRUCCION DE TROCHA DE ACCESO A CANALKm1.008,200.008,200.00100.00%8,200.000.00%0.000.00%0.000.00%0.000.00%0.000.00%0.00100.00%8,200.006.00TRABAJOS PRELIMINARES7.00TRAZO, NIVELACION Y REPLANTEOKm12.00643.857,726.2040.00%3,090.4820.00%1,545.2410.00%772.6210.00%772.6210.00%772.6210.00%772.62100.00%7,726.208.00LIMPIEZA Y DESBROCE DE TERRENO MANUALKm12.00190.242,282.8850.00%1,141.4450.00%1,141.440.00%0.000.00%0.000.00%0.000.00%0.00100.00%2,282.889.00BOCATOMA10.00MOVIMIENTO DE TIERRAS11.00EXCAVACION EN MATERIAL SUELTOm3485.606.203,010.720.00%0.0020.00%602.1480.00%2,408.580.00%0.000.00%0.000.00%0.00100.00%3,010.7212.00EXCAVACION EN ROCA SUELTAm3121.4022.092,681.730.00%0.0020.00%536.3580.00%2,145.380.00%0.000.00%0.000.00%0.00100.00%2,681.7313.00RELLENO COMPACTADO CON MATERIAL PROPIO CON PLANCHA VIBRATORIAm3100.3513.411,345.690.00%0.0020.00%269.1480.00%1,076.550.00%0.000.00%0.000.00%0.00100.00%1,345.6914.00ESCOLLERA DE ROCA GRANITICA d=0.60m Pmin= 0.55Tnm378.00133.1110,382.580.00%0.0020.00%2,076.5280.00%8,306.060.00%0.000.00%0.000.00%0.00100.00%10,382.5815.00OBRAS DE CONCRETO SIMPLE16.00CONCRETO SOLADO F'C=100 KG/CM2 e=0.05Mm255.0013.18724.900.00%0.0010.00%72.4990.00%652.410.00%0.000.00%0.000.00%0.00100.00%724.9017.00CONCRETO CICLOPEO FC=140KG/CM2+30% PM.m340.90144.455,908.010.00%0.0010.00%590.8090.00%5,317.210.00%0.000.00%0.000.00%0.00100.00%5,908.0118.00CONCRETO CICLOPEO FC=175KG/CM2+25% PM.m357.10158.199,032.650.00%0.0010.00%903.2790.00%8,129.390.00%0.000.00%0.000.00%0.00100.00%9,032.6519.00ENCOFRADO Y DESENCOFRADOm2154.0023.483,615.920.00%0.0010.00%361.5990.00%3,254.330.00%0.000.00%0.000.00%0.00100.00%3,615.9220.00OBRAS DE CONCRETO ARMADO21.00CONCRETO F'C= 210KG/CM2m393.60281.0226,303.470.00%0.000.00%0.00100.00%26,303.470.00%0.000.00%0.000.00%0.00100.00%26,303.4722.00ENCOFRADO Y DESENCOFRADOm2255.0028.737,326.150.00%0.000.00%0.00100.00%7,326.150.00%0.000.00%0.000.00%0.00100.00%7,326.1523.00ACERO FY= 4200 KG/CM2kg4896.003.2816,058.880.00%0.000.00%0.00100.00%16,058.880.00%0.000.00%0.000.00%0.00100.00%16,058.8824.00JUNTA DE DILATACION CON WATER STOP 6" e=1"m15.0024.07361.050.00%0.000.00%0.00100.00%361.050.00%0.000.00%0.000.00%0.00100.00%361.0525.00COMPUERTAS Y REJILLAS26.00COMPUERTA PLANA TIPO ARMCO 1.00x1.20M MODELO 10.00 CON MECANISMO DE IZAJE MANUAL HPB 20" e plancha= 1/4"und1.001,763.521,763.520.00%0.000.00%0.00100.00%1,763.520.00%0.000.00%0.000.00%0.00100.00%1,763.5227.00COMPUERTA PLANA TIPO ARMCO 0.85x0.45M MODELO 10.00 CON MECANISMO DE IZAJE MANUAL HPB 20" e plancha= 1/4"und1.001,460.311,460.310.00%0.000.00%0.00100.00%1,460.310.00%0.000.00%0.000.00%0.00100.00%1,460.3128.00REJILLA METALICA INGRESO VENTANA CAPTACION 3.00x0.30Mund1.00228.21228.210.00%0.000.00%0.00100.00%228.210.00%0.000.00%0.000.00%0.00100.00%228.2129.00VARIOS30.00ALBAILERA DE PIEDRA EMBOQUILLADA CON MORTERO 1:3m255.1332.011,764.710.00%0.000.00%0.0090.00%1,588.2410.00%176.470.00%0.000.00%0.00100.00%1,764.7131.00CANAL PRINCIPAL32.00MOVIMIENTO DE TIERRAS33.00EXCAVACION EN MATERIAL SUELTOm327009.056.20167,456.1120.00%33,491.2230.00%50,236.8330.00%50,236.8320.00%33,491.220.00%0.000.00%0.00100.00%167,456.1134.00EXCAVACION EN ROCA SUELTAm313607.2425.30344,263.1720.00%68,852.6330.00%103,278.9530.00%103,278.9520.00%68,852.630.00%0.000.00%0.00100.00%344,263.1735.00EXCAVACION EN ROCA FIJAm313084.0539.38515,249.8910.00%51,524.9920.00%103,049.9830.00%154,574.9740.00%206,099.960.00%0.000.00%0.00100.00%515,249.8936.00FILTROS DE GRAVA HASTA 2" CON TUBERA PERFORADA DE 200MMm3420.4539.1516,460.620.00%0.0010.00%1,646.0630.00%4,938.1930.00%4,938.1930.00%4,938.190.00%0.00100.00%16,460.6237.00RELLENO COMPACTADO CON MATERIAL PROPIO CON PLANCHA VIBRATORIAm31611.8722.2935,928.580.00%0.0020.00%7,185.7240.00%14,371.4330.00%10,778.5710.00%3,592.860.00%0.00100.00%35,928.5838.00REFINE Y NIVELACION DE CAJA DE CANALm12000.000.9511,400.000.00%0.0010.00%1,140.0040.00%4,560.0030.00%3,420.0020.00%2,280.000.00%0.00100.00%11,400.0039.00CANAL40.00CONCRETO SOLADO F'C=100 KG/CM2 e=0.05Mm236.4013.18479.750.00%0.0050.00%239.8850.00%239.880.00%0.000.00%0.000.00%0.00100.00%479.7541.00CONCRETO F'C= 175KG/CM2m33453.54253.56875,679.600.00%0.000.00%0.0025.00%218,919.9030.00%262,703.8830.00%262,703.8815.00%131,351.94100.00%875,679.6042.00CONCRETO F'C= 210KG/CM2m320.69271.085,608.650.00%0.000.00%0.005.00%280.4345.00%2,523.8950.00%2,804.330.00%0.00100.00%5,608.6543.00ENCOFRADO Y DESENCOFRADOm2791.4624.6919,541.150.00%0.000.00%0.0025.00%4,885.2930.00%5,862.3530.00%5,862.3515.00%2,931.17100.00%19,541.1544.00ACERO FY= 4200 KG/CM2kg642.103.282,106.090.00%0.000.00%0.005.00%105.3045.00%947.7450.00%1,053.050.00%0.00100.00%2,106.0945.00JUNTA DE DILATACION CON WATER STOP 6" e=1"m19.6024.07471.770.00%0.000.00%0.005.00%23.5950.00%235.8945.00%212.300.00%0.00100.00%471.7746.00JUNTA DE DILATACION E=1" SELLADO CON MATERIAL BITUMINOSOm930.412.482,307.420.00%0.000.00%0.0015.00%346.1130.00%692.2330.00%692.2325.00%576.86100.00%2,307.4247.00JUNTA DE CONTRACCIN E=1" SELLADO CON MATERIAL BITUMINOSOm5582.471.468,150.410.00%0.000.00%0.0015.00%1,222.5630.00%2,445.1230.00%2,445.1225.00%2,037.60100.00%8,150.4148.00DESARENADOR (01 UNIDAD)49.00CONCRETO SOLADO F'C=100 KG/CM2 e=0.05Mm221.7513.18286.670.00%0.0010.00%28.6730.00%86.0060.00%172.000.00%0.000.00%0.00100.00%286.6750.00CONCRETO F'C= 210KG/CM2m318.65275.745,142.550.00%0.000.00%0.0010.00%514.2625.00%1,285.6465.00%3,342.660.00%0.00100.00%5,142.5551.00ENCOFRADO Y DESENCOFRADOm2128.7225.733,311.970.00%0.000.00%0.000.00%0.0045.00%1,490.3955.00%1,821.580.00%0.00100.00%3,311.9752.00ACERO FY= 4200 KG/CM2kg611.003.282,004.080.00%0.000.00%0.0010.00%200.4140.00%801.6350.00%1,002.040.00%0.00100.00%2,004.0853.00COMPUERTA PLANA TIPO ARMCO 0.50x0.50M MODELO 10.00 CON MECANISMO DE IZAJE MANUAL HPB 20" e plancha= 1/4"und1.001,097.121,097.120.00%0.000.00%0.000.00%0.000.00%0.00100.00%1,097.120.00%0.00100.00%1,097.1254.00RAPIDAS (05 UNIDADES)55.00CONCRETO SOLADO F'C=100 KG/CM2 e=0.05Mm2121.0013.181,594.780.00%0.000.00%0.0010.00%159.4830.00%478.4340.00%637.9120.00%318.96100.00%1,594.7856.00CONCRETO F'C= 210KG/CM2m3125.15275.7434,508.860.00%0.000.00%0.0010.00%3,450.8930.00%10,352.6640.00%13,803.5420.00%6,901.77100.00%34,508.8657.00ENCOFRADO Y DESENCOFRADOm2579.7924.6914,315.020.00%0.000.00%0.0010.00%1,431.5030.00%4,294.5140.00%5,726.0120.00%2,863.00100.00%14,315.0258.00ACERO FY= 4200 KG/CM2kg3128.753.2810,262.300.00%0.000.00%0.0010.00%1,026.2330.00%3,078.6940.00%4,104.9220.00%2,052.46100.00%10,262.3059.00JUNTA DE DILATACION CON WATER STOP 6" e=1"m37.9524.07913.460.00%0.000.00%0.000.00%0.0020.00%182.6920.00%182.6960.00%548.08100.00%913.4660.00CAPTACION DE MANANTIAL (01 UNIDAD)61.00CONCRETO SOLADO F'C=100 KG/CM2 e=0.05Mm213.5014.12190.620.00%0.000.00%0.000.00%0.0080.00%152.5020.00%38.120.00%0.00100.00%190.6262.00CONCRETO F'C= 210KG/CM2m37.85275.742,164.560.00%0.000.00%0.000.00%0.0070.00%1,515.1930.00%649.370.00%0.00100.00%2,164.5663.00ENCOFRADO Y DESENCOFRADOm235.1025.73903.120.00%0.000.00%0.000.00%0.0070.00%632.1830.00%270.940.00%0.00100.00%903.1264.00ACERO FY= 4200 KG/CM2kg96.003.28314.880.00%0.000.00%0.000.00%0.0070.00%220.4230.00%94.460.00%0.00100.00%314.8865.00COMPUERTA TIPO TARJETA DE 0.50X0.50m E=1/4"und1.00443.07443.070.00%0.000.00%0.000.00%0.000.00%0.000.00%0.00100.00%443.07100.00%443.0767.00GUIA PARA COMPUERTA TIPO TARJETA DE 0.50X0.50m E=1/4"und1.00273.33273.330.00%0.000.00%0.000.00%0.000.00%0.000.00%0.00100.00%273.33100.00%273.3368.00REJILLA METALICA 0.50x0.50mund1.00299.83299.830.00%0.000.00%0.000.00%0.000.00%0.000.00%0.00100.00%299.83100.00%299.8369.00PIEDRA ACOMODADA e= 0.30Mm23.0033.41100.230.00%0.000.00%0.000.00%0.000.00%0.0085.00%85.2015.00%15.03100.00%100.2370.00TOMAS (05 UNIDADES)71.00CONCRETO SOLADO F'C=100 KG/CM2 e=0.05Mm235.0013.18461.300.00%0.000.00%0.000.00%0.000.00%0.0070.00%322.9130.00%138.39100.00%461.3072.00CONCRETO F'C= 210KG/CM2m321.00275.745,790.540.00%0.000.00%0.000.00%0.000.00%0.0070.00%4,053.3830.00%1,737.16100.00%5,790.5473.00ENCOFRADO Y DESENCOFRADOm2230.7525.735,937.200.00%0.000.00%0.000.00%0.000.00%0.0070.00%4,156.0430.00%1,781.16100.00%5,937.2074.00ACERO FY= 4200 KG/CM2kg576.003.281,889.280.00%0.000.00%0.000.00%0.000.00%0.0070.00%1,322.5030.00%566.78100.00%1,889.2875.00COMPUERTA PLANA TIPO ARMCO 0.30x0.30M MODELO 10.00 CON MECANISMO DE IZAJE MANUAL HPB 20" e plancha= 1/4"und10.00937.909,379.000.00%0.000.00%0.000.00%0.000.00%0.000.00%0.00100.00%9,379.00100.00%9,379.0076.00VALVULA COMPUERTA DE FIERRO FUNDIDO BB DE 200MM INC. DESCARGAund5.00437.572,187.850.00%0.000.00%0.000.00%0.000.00%0.000.00%0.00100.00%2,187.85100.00%2,187.8577.00TAPA METALICA DE 0.60x0.60M e=3/16" DE REGISTROund5.00246.881,234.400.00%0.000.00%0.000.00%0.000.00%0.000.00%0.00100.00%1,234.40100.00%1,234.4078.00CRUCES DE CARRETERA (02 UNIDADES)79.00CONCRETO F'C= 210KG/CM2m312.11266.923,232.400.00%0.000.00%0.0050.00%1,616.2050.00%1,616.200.00%0.000.00%0.00100.00%3,232.4080.00ENCOFRADO Y DESENCOFRADOm250.4024.691,244.380.00%0.000.00%0.0050.00%622.1950.00%622.190.00%0.000.00%0.00100.00%1,244.3881.00ACERO FY= 4200 KG/CM2kg425.503.281,395.640.00%0.000.00%0.0050.00%697.8250.00%697.820.00%0.000.00%0.00100.00%1,395.6482.00PIEDRA ACOMODADA e= 0.30Mm232.0033.411,069.120.00%0.000.00%0.0050.00%534.5650.00%534.560.00%0.000.00%0.00100.00%1,069.1283.00CONDUCTO CUBIERTO Y PASARELAS (367M)84.00CONCRETO F'C= 210KG/CM2m3139.06266.9237,117.900.00%0.000.00%0.000.00%0.000.00%0.0040.00%14,847.1660.00%22,270.74100.00%37,117.9085.00ENCOFRADO Y DESENCOFRADOm2965.2024.6923,830.790.00%0.000.00%0.000.00%0.000.00%0.0040.00%9,532.3260.00%14,298.47100.00%23,830.7986.00ACERO FY= 4200 KG/CM2kg4171.803.2813,683.500.00%0.000.00%0.000.00%0.000.00%0.0040.00%5,473.4060.00%8,210.10100.00%13,683.5087.00CRUCE DE QUEBRADAS (183 M)88.00CONCRETO F'C= 210KG/CM2m3118.44266.9231,614.000.00%0.000.00%0.000.00%0.000.00%0.0070.00%22,129.8030.00%9,484.20100.00%31,614.0089.00ENCOFRADO Y DESENCOFRADOm2489.2824.6912,080.320.00%0.000.00%0.000.00%0.000.00%0.0070.00%8,456.2230.00%3,624.10100.00%12,080.3290.00ACERO FY= 4200 KG/CM2kg4145.403.2813,596.910.00%0.000.00%0.000.00%0.000.00%0.0070.00%9,517.8430.00%4,079.07100.00%13,596.9191.00PIEDRA ACOMODADA e= 0.30Mm2457.5033.4115,285.080.00%0.000.00%0.000.00%0.000.00%0.0070.00%10,699.5630.00%4,585.52100.00%15,285.0892.00TRANSPORTE DE MATERIALES93.00FLETE TERRESTREglb1.0029,978.3829,978.380.00%0.0020.00%5,995.6820.00%5,995.6820.00%5,995.6820.00%5,995.6820.00%5,995.68100.00%29,978.38COSTO DIRECTO S/.2,430,335.59188,221.13280,900.73661,470.99638,064.13416,720.26244,958.352,430,335.59GASTOS GENERALES 3.5%85,061.756,587.749,831.5323,151.4822,332.2414,585.218,573.54UTILIDAD 2.5%60,758.394,705.537,022.5216,536.7715,951.6010,418.016,123.96SUB TOTAL S/.2,576,155.73199,514.40297,754.78701,159.24676,347.97441,723.48259,655.85I.G.V. 19%489,469.5937,907.7456,573.41133,220.26128,506.1183,927.4649,334.61TOTAL AVANCE MENSUAL S/.3,065,625.32237,422.13354,328.19834,379.50804,854.08525,650.94308,990.46% AVANCE MENSUAL7.74%11.56%27.22%26.25%17.15%10.08%TOTAL AVANCE ACUMULADO S/.237,422.13591,750.321,426,129.822,230,983.902,756,634.843,065,625.31% AVANCE ACUMULADO7.74%19.30%46.52%72.77%89.92%100.00%

VALORCANALVALORIZACION DE OBRA No 02Mes: 31.Mayo.07Propietario :GOBIERNO REGIONAL DE HUANCAVELICAProyecto :Construccin Canal de Riego Allccaccocha - Huando I EtapaRegin : HuancavelicaLicitacin:Licitacin Publica Nacional N 0001-2006 Gob. Reg. HvcaDepartamento : HuancavelicaContratista:CONSORCIO HUANCAVELICAProvincia : HuancavelicaSupervisor:Ing. Demnis Blas Heredia BenavidesDistrito : HuandoLocalidad : Incaan, MirafloresMonto de Obra : 3 065,625.32Fecha de Inicio de Obra : 16.Abril.07Plazo de Ejecucin : 145 das cal.Fecha de Trmino de Obra : 07.Setiembre.07PRESUPUESTOAVANCES%Saldo de ObraPARTIDADescripcinAnteriorActualAcumuladoU.MetradoP.Unit.PresupuestoMetradoValorizadoMetradoValorizadoMetradoValorizadoMetradoMonto01OBRAS PROVISIONALES34,120.3619,548.204,348.2023,896.4070.04%10,223.9601.01CARTEL DE IDENTIFICACION DE LA OBRA 4.80x3.60Mund1.001,179.361,179.360.000.000.000.000.000.000.00%1.001,179.3601.02MOVILIZACION Y DESMOVILIZACION DE MAQUINARIA Y EQUIPOglb1.008,000.008,000.000.504,000.000.252,000.000.756,000.0075.00%0.252,000.0001.03CONSTRUCCION DE CAMPAMENTO PROVISIONAL DE LA OBRAm2100.00117.4111,741.0020.002,348.2020.002,348.2040.004,696.4040.00%60.007,044.6001.04MEJORAMIENTO DE TROCHA DE ACCESOKm1.005,000.005,000.001.005,000.000.000.001.005,000.00100.00%0.000.0001.05CONSTRUCCION DE TROCHA DE ACCESO A CANALKm1.008,200.008,200.001.008,200.000.000.001.008,200.00100.00%0.000.0002TRABAJOS PRELIMINARES10,009.088,624.80547.279,172.0891.64%837.0102.01TRAZO, NIVELACION Y REPLANTEOKm12.00643.857,726.209.856,341.920.85547.2710.706,889.2089.17%1.30837.0102.02LIMPIEZA Y DESBROCE DE TERRENO MANUALKm12.00190.242,282.8812.002,282.880.000.0012.002,282.88100.00%0.000.0003BOCATOMA03.01MOVIMIENTO DE TIERRAS17,420.720.000.000.000.00%17,420.7203.01.01EXCAVACION EN MATERIAL SUELTOm3485.606.203,010.720.000.000.000.000.000.000.00%485.603,010.7203.01.02EXCAVACION EN ROCA SUELTAm3121.4022.092,681.730.000.000.000.000.000.000.00%121.402,681.7303.01.03RELLENO COMPACTADO CON MATERIAL PROPIO CON PLANCHA VIBRATORIAm3100.3513.411,345.690.000.000.000.000.000.000.00%100.351,345.6903.01.04ESCOLLERA DE ROCA GRANITICA d=0.60m Pmin= 0.55Tnm378.00133.1110,382.580.000.000.000.000.000.000.00%78.0010,382.5803.02OBRAS DE CONCRETO SIMPLE19,281.480.000.000.000.00%19,281.4703.02.01CONCRETO SOLADO F'C=100 KG/CM2 e=0.05Mm255.0013.18724.900.000.000.000.000.000.000.00%55.00724.9003.02.02CONCRETO CICLOPEO FC=140KG/CM2+30% PM.m340.90144.455,908.010.000.000.000.000.000.000.00%40.905,908.0103.02.03CONCRETO CICLOPEO FC=175KG/CM2+25% PM.m357.10158.199,032.650.000.000.000.000.000.000.00%57.109,032.6503.02.04ENCOFRADO Y DESENCOFRADOm2154.0023.483,615.920.000.000.000.000.000.000.00%154.003,615.9203.03OBRAS DE...