nuevo cronograma valorizado reajustado

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 4.80x3.60Mund1.001,179.361,179.360.00%0.000.00%0.00100.00%1,179.360.00%0.000.00%0.000.00%0.00100.00%0.00%1,179.362.00MOVILIZACION Y DESMOVILIZACION DE MAQUINARIA Y EQUIPOglb1.008,000.008,000.0050.00%4,000.0025.00%2,000.000.00%0.000.00%0.000.00%0.0025.00%2,000.00100.00%0.00%8,000.003.00CONSTRUCCION DE CAMPAMENTO PROVISIONAL DE LA OBRAm2100.00117.4111,741.0020.00%2,348.2020.00%2,348.2050.00%5,870.5010.00%1,174.100.00%0.000.00%0.00100.00%0.00%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%0.00%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%0.00%8,200.006.00TRABAJOS PRELIMINARES7.00TRAZO, NIVELACION Y REPLANTEOKm12.00643.857,726.2082.06%6,340.127.08%547.010.00%0.000.00%0.0010.00%772.620.86%66.45100.00%0.00%7,726.208.00LIMPIEZA Y DESBROCE DE TERRENO MANUALKm12.00190.242,282.88100.00%2,282.880.00%0.000.00%0.000.00%0.000.00%0.000.00%0.00100.00%0.00%2,282.889.00BOCATOMA10.00MOVIMIENTO DE TIERRAS11.00EXCAVACION EN MATERIAL SUELTOm3485.606.203,010.720.00%0.000.00%0.0092.67%2,790.037.33%220.690.00%0.000.00%0.00100.00%0.00%3,010.7212.00EXCAVACION EN ROCA SUELTAm3121.4022.092,681.730.00%0.000.00%0.0083.20%2,231.2016.80%450.530.00%0.000.00%0.00100.00%0.00%2,681.7313.00RELLENO COMPACTADO CON MATERIAL PROPIO CON PLANCHA VIBRATORIAm3100.3513.411,345.690.00%0.000.00%0.000.00%0.000.00%0.000.00%0.00100.00%1,345.69100.00%0.00%1,345.6914.00ESCOLLERA DE ROCA GRANITICA d=0.60m Pmin= 0.55Tnm378.00133.1110,382.580.00%0.000.00%0.0064.10%6,655.2335.90%3,727.350.00%0.000.00%0.00100.00%0.00%10,382.5815.00OBRAS DE CONCRETO SIMPLE16.00CONCRETO SOLADO F'C=100 KG/CM2 e=0.05Mm255.0013.18724.900.00%0.000.00%0.000.00%0.0010.00%72.4990.00%652.410.00%0.00100.00%0.00%724.9017.00CONCRETO CICLOPEO FC=140KG/CM2+30% PM.m340.90144.455,908.010.00%0.000.00%0.000.00%0.0010.00%590.8090.00%5,317.210.00%0.00100.00%0.00%5,908.0118.00CONCRETO CICLOPEO FC=175KG/CM2+25% PM.m357.10158.199,032.650.00%0.000.00%0.000.00%0.0010.00%903.2790.00%8,129.390.00%0.00100.00%0.00%9,032.6519.00ENCOFRADO Y DESENCOFRADOm2154.0023.483,615.920.00%0.000.00%0.000.00%0.0010.00%361.5990.00%3,254.330.00%0.00100.00%0.00%3,615.9220.00OBRAS DE CONCRETO ARMADO21.00CONCRETO F'C= 210KG/CM2m393.60281.0226,303.470.00%0.000.00%0.000.00%0.000.00%0.0090.00%23,673.1210.00%2,630.35100.00%0.00%26,303.4722.00ENCOFRADO Y DESENCOFRADOm2255.0028.737,326.150.00%0.000.00%0.000.00%0.000.00%0.0090.00%6,593.5410.00%732.62100.00%0.00%7,326.1523.00ACERO FY= 4200 KG/CM2kg4896.003.2816,058.880.00%0.000.00%0.000.00%0.000.00%0.0090.00%14,452.9910.00%1,605.89100.00%0.00%16,058.8824.00JUNTA DE DILATACION CON WATER STOP 6" e=1"m15.0024.07361.050.00%0.000.00%0.000.00%0.000.00%0.0090.00%324.9510.00%36.11100.00%0.00%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%0.000.00%0.000.00%0.000.00%0.00100.00%1,763.52100.00%0.00%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%0.000.00%0.000.00%0.000.00%0.00100.00%1,460.31100.00%0.00%1,460.3128.00REJILLA METALICA INGRESO VENTANA CAPTACION 3.00x0.30Mund1.00228.21228.210.00%0.000.00%0.000.00%0.000.00%0.000.00%0.00100.00%228.21100.00%0.00%228.2129.00VARIOS30.00ALBAILERA DE PIEDRA EMBOQUILLADA CON MORTERO 1:3m255.1332.011,764.710.00%0.000.00%0.000.00%0.0010.00%176.4790.00%1,588.240.00%0.00100.00%0.00%1,764.7131.00CANAL PRINCIPAL32.00MOVIMIENTO DE TIERRAS33.00EXCAVACION EN MATERIAL SUELTOm327009.056.20167,456.1135.00%58,609.6453.25%89,170.382.31%3,868.249.44%15,807.860.00%0.000.00%0.00100.00%0.00%167,456.1134.00EXCAVACION EN ROCA SUELTAm313607.2425.30344,263.1731.72%109,200.282.97%10,224.6210.54%36,285.3420.00%68,852.6320.00%68,852.6314.77%50,847.67100.00%0.00%344,263.1735.00EXCAVACION EN ROCA FIJAm313084.0539.38515,249.8927.41%141,229.9920.73%106,811.3017.63%90,838.5611.00%56,677.4914.00%72,134.989.23%47,557.56100.00%0.00%515,249.8936.00FILTROS DE GRAVA HASTA 2" CON TUBERA PERFORADA DE 200MMm3420.4539.1516,460.620.00%0.000.00%0.000.00%0.0030.00%4,938.1930.00%4,938.1940.00%6,584.25100.00%0.00%16,460.6237.00RELLENO COMPACTADO CON MATERIAL PROPIO CON PLANCHA VIBRATORIAm31611.8722.2935,928.5818.51%6,650.3870.74%25,415.884.65%1,670.686.10%2,191.640.00%0.000.00%0.00100.00%0.00%35,928.5838.00REFINE Y NIVELACION DE CAJA DE CANALm12000.000.9511,400.000.00%0.000.00%0.000.00%0.0030.00%3,420.0020.00%2,280.0050.00%5,700.00100.00%0.00%11,400.0039.00CANAL40.00CONCRETO SOLADO F'C=100 KG/CM2 e=0.05Mm236.4013.18479.750.00%0.000.00%0.000.00%0.00100.00%479.750.00%0.000.00%0.00100.00%0.00%479.7541.00CONCRETO F'C= 175KG/CM2m33453.54253.56875,679.600.00%0.000.00%0.000.00%0.005.00%43,783.9840.00%350,271.8455.00%481,623.78100.00%0.00%875,679.6042.00CONCRETO F'C= 210KG/CM2m320.69271.085,608.650.00%0.000.00%0.000.00%0.0050.00%2,804.3350.00%2,804.330.00%0.00100.00%0.00%5,608.6543.00ENCOFRADO Y DESENCOFRADOm2791.4624.6919,541.150.00%0.000.00%0.000.00%0.005.00%977.0640.00%7,816.4655.00%10,747.63100.00%0.00%19,541.1544.00ACERO FY= 4200 KG/CM2kg642.103.282,106.090.00%0.000.00%0.000.00%0.0045.00%947.7455.00%1,158.350.00%0.00100.00%0.00%2,106.0945.00JUNTA DE DILATACION CON WATER STOP 6" e=1"m19.6024.07471.770.00%0.000.00%0.000.00%0.00100.00%471.770.00%0.000.00%0.00100.00%0.00%471.7746.00JUNTA DE DILATACION E=1" SELLADO CON MATERIAL BITUMINOSOm930.412.482,307.420.00%0.000.00%0.000.00%0.005.00%115.3740.00%922.9755.00%1,269.08100.00%0.00%2,307.4247.00JUNTA DE CONTRACCIN E=1" SELLADO CON MATERIAL BITUMINOSOm5582.471.468,150.410.00%0.000.00%0.000.00%0.005.00%407.5240.00%3,260.1655.00%4,482.73100.00%0.00%8,150.4148.00DESARENADOR (01 UNIDAD)49.00CONCRETO SOLADO F'C=100 KG/CM2 e=0.05Mm221.7513.18286.670.00%0.000.00%0.000.00%0.00100.00%286.670.00%0.000.00%0.00100.00%0.00%286.6750.00CONCRETO F'C= 210KG/CM2m318.65275.745,142.550.00%0.000.00%0.000.00%0.0025.00%1,285.6475.00%3,856.910.00%0.00100.00%0.00%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%0.00%3,311.9752.00ACERO FY= 4200 KG/CM2kg611.003.282,004.080.00%0.000.00%0.000.00%0.0050.00%1,002.0450.00%1,002.040.00%0.00100.00%0.00%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%0.00%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%0.000.00%0.000.00%0.0050.00%797.3950.00%797.39100.00%0.00%1,594.7856.00CONCRETO F'C= 210KG/CM2m3125.15275.7434,508.860.00%0.000.00%0.000.00%0.000.00%0.0050.00%17,254.4350.00%17,254.43100.00%0.00%34,508.8657.00ENCOFRADO Y DESENCOFRADOm2579.7924.6914,315.020.00%0.000.00%0.000.00%0.000.00%0.0050.00%7,157.5150.00%7,157.51100.00%0.00%14,315.0258.00ACERO FY= 4200 KG/CM2kg3128.753.2810,262.300.00%0.000.00%0.000.00%0.000.00%0.0050.00%5,131.1550.00%5,131.15100.00%0.00%10,262.3059.00JUNTA DE DILATACION CON WATER STOP 6" e=1"m37.9524.07913.460.00%0.000.00%0.000.00%0.000.00%0.0050.00%456.7350.00%456.73100.00%0.00%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%0.000.00%0.00100.00%190.620.00%0.00100.00%0.00%190.6262.00CONCRETO F'C= 210KG/CM2m37.85275.742,164.560.00%0.000.00%0.000.00%0.000.00%0.00100.00%2,164.560.00%0.00100.00%0.00%2,164.5663.00ENCOFRADO Y DESENCOFRADOm235.1025.73903.120.00%0.000.00%0.000.00%0.000.00%0.00100.00%903.120.00%0.00100.00%0.00%903.1264.00ACERO FY= 4200 KG/CM2kg96.003.28314.880.00%0.000.00%0.000.00%0.000.00%0.00100.00%314.880.00%0.00100.00%0.00%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%0.00100.00%443.070.00%0.00100.00%0.00%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%0.00100.00%273.330.00%0.00100.00%0.00%273.3368.00REJILLA METALICA 0.50x0.50mund1.00299.83299.830.00%0.000.00%0.000.00%0.000.00%0.00100.00%299.830.00%0.00100.00%0.00%299.8369.00PIEDRA ACOMODADA e= 0.30Mm23.0033.41100.230.00%0.000.00%0.000.00%0.000.00%0.00100.00%100.230.00%0.00100.00%0.00%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%0.0060.00%276.7840.00%184.52100.00%0.00%461.3072.00CONCRETO F'C= 210KG/CM2m321.00275.745,790.540.00%0.000.00%0.000.00%0.000.00%0.0060.00%3,474.3240.00%2,316.22100.00%0.00%5,790.5473.00ENCOFRADO Y DESENCOFRADOm2230.7525.735,937.200.00%0.000.00%0.000.00%0.000.00%0.0060.00%3,562.3240.00%2,374.88100.00%0.00%5,937.2074.00ACERO FY= 4200 KG/CM2kg576.003.281,889.280.00%0.000.00%0.000.00%0.000.00%0.0060.00%1,133.5740.00%755.71100.00%0.00%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%0.00%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%0.00%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%0.00%1,234.4078.00CRUCES DE CARRETERA (02 UNIDADES)79.00CONCRETO F'C= 210KG/CM2m312.11266.923,232.400.00%0.000.00%0.000.00%0.000.00%0.00100.00%3,232.400.00%0.00100.00%0.00%3,232.4080.00ENCOFRADO Y DESENCOFRADOm250.4024.691,244.380.00%0.000.00%0.000.00%0.000.00%0.00100.00%1,244.380.00%0.00100.00%0.00%1,244.3881.00ACERO FY= 4200 KG/CM2kg425.503.281,395.640.00%0.000.00%0.000.00%0.000.00%0.00100.00%1,395.640.00%0.00100.00%0.00%1,395.6482.00PIEDRA ACOMODADA e= 0.30Mm232.0033.411,069.120.00%0.000.00%0.000.00%0.000.00%0.00100.00%1,069.120.00%0.00100.00%0.00%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%0.00%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%0.00%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%0.00%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%0.00%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%0.00%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%0.00%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%0.00%15,285.0892.00TRANSPORTE DE MATERIALES93.00FLETE TERRESTREglb1.0029,978.3829,978.380.00%0.0012.00%3,597.410.00%0.0020.00%5,995.6840.00%11,991.3528.00%8,393.95100.00%0.00%29,978.38COSTO DIRECTO S/.2,430,335.59343,861.49240,114.79151,389.14219,613.01730,499.38744,857.772,430,335.59GASTOS GENERALES 3.5%85,061.7512,035.158,404.025,298.627,686.4625,567.4826,070.02UTILIDAD 2.5%60,758.398,596.546,002.873,784.735,490.3318,262.4818,621.44SUB TOTAL S/.2,576,155.73364,493.18254,521.68160,472.49232,789.80774,329.34789,549.23I.G.V. 19%489,469.5969,253.7048,359.1230,489.7744,230.06147,122.57150,014.35TOTAL AVANCE MENSUAL S/.3,065,625.32433,746.89302,880.81190,962.26277,019.87921,451.91939,563.59% AVANCE MENSUAL14.15%9.88%6.23%9.04%30.06%30.65%TOTAL AVANCE ACUMULADO S/.433,746.89736,627.69927,589.951,204,609.822,126,061.733,065,625.32% AVANCE ACUMULADO14.15%24.03%30.26%39.29%69.35%100.00%