valorizadadoCRONOGRAMA VALORIZADOPRESUPUESTO: "Mejoramiento de Sistema de Riego Menor de Segundo Orden, Canal lateral La Antonia: Toma San Andres(Prog 0+000km) a (5+500km), Distrito de Bellavista, Sechura"ItemDescripcionUndMetradoPrecio UnitarioParcialMes 01Mes 02Mes 03Mes 04Mes 05Mes 0601.00.00OBRAS PROVISIONALES27745.03050000000420320.030500000004825.0000000000017825.0000000000017825.0000000000017825.00000000000174125.001.01.00CARTEL DE IDENTIFICACION DE LA OBRA DE 4.80M X 3.60MUND1.001,466.231,466.231,466.230.0001.02.00CASETA DE OBRA Y/O GUARDIANIAM240.0046.171,846.801,846.800.0001.03.00MOVILIZACION Y DESMOVILIZACIN DE EQUIPO Y HERRAMIENTASGLB1.006,000.006,000.003,000.003,000.0001.04.00HABILITACIN Y MANTENIMIENTO DE CAMINOS DE ACCESO- TROCHAS CARROZABLESKM2.503,363.898,409.738,409.730.000.0001.05.00DEPOSITO PROVISIONAL PARA AGUAUND4.00750.003,000.003,000.000.000.0001.06.00AGUA PARA LA OBRAGLB1.004,500.004,500.00750.00750.00750.00750.00750.00750.0002.00.00TRABAJOS PRELIMINARES63999.96240000000444539.1290666666753892.16666666667473892.16666666667473892.16666666667473892.16666666667473892.16302.01.00DESBROCE Y LIMPIEZA VEGETACIN DE CANALM233,000.001.0534,650.0034,650.000.0002.02.00TRAZO, NIVEL Y REPLANTEO DURANTE LA OBRAM5,500.003.8621,230.003,538.333,538.333,538.333,538.333,538.333,538.3302.03.00DEMOLICION DE MUROS (COMPUERTA)M2107.5621.402,301.782,301.780.0003.00.00MOVIMIENTO DE TIERRAS1767564.7280500005424015.29421832366800089.6983933087237932.8636536173214088.9188535088661504.5198616056129933.44200000000303.01.00LIMPIEZA DE CAPA ORGANICA e=20cmM231,900.002.2772,413.0052,298.2820,114.720.0003.02.00EXCAVACION PARA OBRAS DE ARTEM3891.0822.3119,879.993,976.0015,904.000.0003.03.00RELLENO Y COMPACTACIN CON- MAT PROPIO. (TIERRA)M331,096.0729.38913,602.54323,567.57571,001.5919,033.380.0003.04.00EXCAVACION Y REFINE CAJA DE CANALM316,743.0016.25272,073.759,602.6096,026.0396,026.0370,419.090.0003.05.00RELLENO CON MATERIAL DE PRESTAMO E=20cm (HORMIGON)M3787.8269.9255,084.378,932.6022,331.5022,331.501,488.770.0003.06.00CAMA DE ARENA EOLICA EN PAREDES DE CANAL e=20cmM220,189.387.49151,218.4627,303.3363,007.6960,907.430.0003.07.00RELLENO Y COMPACTACIN. CON AFIRMADO BERMAS e=0.15mM210,906.709.98108,848.8727,212.2254,424.4327,212.2203.08.00ELIMINACION DE MATERIAL EXCEDENTE C/VOLQUETE D=1km DE LA OBRAM31,113.8512.3513,756.0513,756.050.0004.00.00OBRAS DE CONCRETO SIMPLE690673.3749300002054152.677916973706250405.5746788764250405.5746788764130201.630955273595507.92000000000104.01.00CONCRETO FC=175 KG/CM2 e=0.075M CANALM31,777.80321.54571,633.8141,826.86209,134.32209,134.32111,538.300.0004.02.00CONCRETO CICLOPEO FC=140KG/CM2 + 30 % PM.M37.00180.701,264.901,264.9004.03.00CONCRETO FC=100 KG/CM2 PARA SOLADO Y/O SUB-BASES e=0.05m.M2528.2014.177,484.593,742.303,742.3004.04.00ENCOFRADO Y DESENCOFRADO CANALES-CERCHASUND1,833.3325.9147,501.587,402.8418,507.1118,507.113,084.520.0005.00.00OBRAS DE CONCRETO ARMADO213694.531187500020003074.568744228429393812.21402327158116807.7460000000105.01.00CONCRETO FC=210 KG/CM2 OBRAS DE ARTEM3102.56358.2836,745.207,349.0429,396.1605.02.00CONCRETO FC=175 KG/CM2 OBRAS DE ARTEM3239.76318.5976,385.1415,277.0361,108.1105.02.00ENCOFRADO Y DESENCOFRADO OBRAS DE ARTE - CANALM2828.4747.3339,211.4923,526.8915,684.5905.03.00ACERO EN OBRAS DE ARTE F'y=4200 kg/cm2KG8,826.514.7541,925.942,795.0639,130.870.0006.00.00JUNTAS41679.399080474.1052041431553312949.86341094632215451.98520344632210579.3370014642132224.11206.01.00JUNTAS DE DILATACIN RELLENA CON TECNOPORT + EMULSIN ASFALTICAM3,063.516.6020,219.175,307.537,582.195,307.532,021.9206.02.00JUNTAS DE CONTRACCIN RELLENA CON TECNOPORT + EMULSIN ASFALTICAM5,387.563.2817,671.20431.006,465.076,465.074,310.050.0007.00.00COMPUERTAS METALICAS97052.03200000002000032350.67700982656664701.3510000000107.01.00COMPUERTA MANUAL DE METALUND86.001,025.9288,229.120.0029,409.7158,819.4108.00.00OTROS6985.03960000000200002095.51188000000054889.53308.01.00TUBERIA PVC C-5 16"M29.15217.846,350.041,905.014,445.03COSTO DIRECTO2,644,903.73444,431.32781,303.32460,004.97443,398.38304,782.78210,982.97GASTO GENERALES (10.00%)264,490.3744,443.1378,130.3346,000.5044,339.8430,478.2821,098.30==========================================================================TOTAL PRESUPUESTO2,909,394.10488,874.45859,433.65506,005.47487,738.21335,261.06232,081.27100.00%16.80%29.54%17.39%16.76%11.52%7.98%2,909,394.10488,874.45859,433.65506,005.47487,738.21335,261.06232,081.27

PorcentualCRONOGRAMA DE AVANCE PORCENTUALPRESUPUESTO: "Mejoramiento de Sistema de Riego Menor de Segundo Orden, Canal lateral La Antonia: Toma San Andres(Prog 0+000km) a (5+500km), Distrito de Bellavista, Sechura"ItemDescripcionParcial (S/.)Mes 01Mes 02Mes 03Mes 04Mes 05Mes 0601.00.00OBRAS PROVISIONALES27,745.0373.24%2.97%2.97%2.97%2.97%14.87%02.00.00TRABAJOS PRELIMINARES63,999.9669.59%6.08%6.08%6.08%6.08%6.08%03.00.00MOVIMIENTO DE TIERRAS1,767,564.7323.99%45.27%13.46%12.11%3.48%1.69%04.00.00OBRAS DE CONCRETO SIMPLE690,673.370.00%7.84%36.26%36.26%18.85%0.80%05.00.00OBRAS DE CONCRETO ARMADO213,694.530.00%0.00%0.00%1.44%43.90%54.66%06.00.00JUNTAS41,679.400.00%1.14%31.07%37.07%25.38%5.34%07.00.00COMPUERTAS METALICAS97,052.030.00%0.00%0.00%0.00%33.33%66.67%08.00.00OTROS6,985.040.00%0.00%0.00%0.00%30.00%70.00%TOTAL2,909,394.1016.80%29.54%17.39%16.76%11.52%7.98%ACUMULADO16.80%46.34%63.74%80.50%92.02%100.00%