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noviembre 900QUINTA VALORIZACIONPROYECTO :"MEJORAMIENTO VIAL DEL JR. LA MERCED - AV LOS INCAS DEL DISTRITO DE CHUPURO, PROVINCIA DE HUANCAYO DEPARTAMENTO JUNIN"CORRESPONDIENTE AL MES DE: NOVIEMBRERESIDENTE DE OBRA : ING, RAUL CURASMA RAMOSFECHA DE PRESENTACION: 30/11/ 2013SUPERVISOR DE OBRA : ING. ALEX ANTONIO CARHUAMACA CANTOPERIODO: 01/07/2013 AL 31/07/2013DISTRITO : CHUPUROMONTO DEL PRESUPUESTO1892122.92PROVINCIA : HUANCAYOAvance Anterior70.54%DEPARTAMENTO : JUNINAvance Actual15.01%FECHA DE INICIO DE OBRA: 02/07/2013Avance Acumulado85.55%PLAZO DE EJECUCION: 150 DiasSALDO14.45%FECHA DE TERMINO PREVISTO: 02 DICIEMBRE DEL 2013PARTIDADESCRIPCIONPRESUPUESTO REFERENCIALAVANCESALDO%UNDMETRADOP.UnitarioPresupuestoANTERIORACTUALACUMULADOS/.S/.METRADOVALORIZADOMETRADOVALORIZADO%METRADOVALORIZADO%METRADOVALORIZADODESAGUE PLUVIAL01.00.00TRABAJOS PRELIMINARES1,219.981,219.980.001,219.980.0001.01.00TRAZO Y REPLANTEOML975.981.251,219.98975.981,219.980.000.00%975.981,219.98100.00%0.000.000.00%02.00.00MOVIMIENTO DE TIERRAS46,612.2345,892.80661.6046,612.210.0002.01.00EXCAVACIONES46,612.2345,892.80661.6046,612.210.0002.01.01EXCAVACION DE ZANJA CON MAQUINARIA DE TUBERIA PARA CONEXINM3838.0011.009,218.00838.009,218.000.000.000.00%838.009,218.00100.00%0.000.000.00%02.01.02EXCAVACION ZANJA MANUAL SUMIDERO A MATRIZ DE DES.PLUVIAL DE TUB. ARA SUMIDERO A RED MATRIZM3137.9825.583,529.53137.983,529.530.000.000.00%137.983,529.53100.00%0.000.000.00%02.01.03EXCAVACIONES PARA BUZONESM343.7325.581,118.7038.79992.254.94126.3711.30%43.731,118.61100.00%0.000.000.00%02.01.04EXCAVACION PARA SUMIDERO SUMIDERO TIPICOM341.9225.581,072.2539.661,014.502.260.000.00%41.921,072.31100.00%-0.000.000.00%02.01.05REFINE Y NIVELADO DE ZANJA P/TUBERIA DE TRAZO Y REPLANTEOML838.004.703,938.60724.123,403.36113.88535.2413.59%838.003,938.60100.00%0.000.000.00%02.01.06PREPARACION CAMA DE APOYOML815.506.155,015.33815.505,015.330.000.000.00%815.505,015.33100.00%0.000.000.00%02.01.07RELLENO Y COMPACTADO DE ZANJAML815.5027.8622,719.83815.5022,719.830.000.000.00%815.5022,719.83100.00%0.000.000.00%|OBRAS DE CONCRETO30,355.7120,305.257,251.0427,556.822,798.0403.01.00BUZONES30,355.7120,305.257,251.0427,556.822,798.0403.01.01.ENCOFRADO Y DESENCOFRADO H=1,65M293.0616.171,504.7873.081,181.6419.98323.0821.47%93.061,504.72100.00%0.000.000.00%03.01.02SOLADO DE CONCRETO fc=140kg/cm2M33.98212.73847.202.66565.861.32280.8033.15%3.98847.20100.00%0.000.000.00%03.01.03CONCRETO Fc=175 kg/cm2 en BUZONM317.52262.314,596.4615.274,005.472.25590.2012.84%17.524,595.67100.00%0.000.000.00%03.01.04CONCRETO Fc=2175 kg/cm2 en teho h=0,20mM35.31265.161,408.004.341,150.790.97257.2118.27%5.311,408.00100.00%0.000.000.00%03.01.05ACERO DE REFUERZO Fy=4200 en buzonesML30.005.55166.5024.10133.765.9032.7519.67%30.00166.50100.00%0.000.000.00%03.01.06TARRAJEO INTERIOR BUZONM2106.207.98847.4884.78676.5421.42170.9320.17%106.20847.48100.00%0.000.000.00%03.01.07MARCO Y TAPA DE FF EN BUZONUND15.001,399.0220,985.309.0012,591.184.005,596.0826.67%13.0018,187.2686.67%2.002,798.0413.33%04.00.00SUMIDEROS8,278.755,410.910.005,410.912,867.8304.01.00SUMIDEROS8,278.755,410.910.005,410.912,867.8304.01.01ENCOFRADOY DESENCOFRADO DE SUMIDEROSM2109.3524.542,683.4569.761,711.910.000.000.00%69.761,711.9163.80%39.59971.5436.20%04.01.02CONCRETO Fc=175 kg/cm2 en sumiderosM317.81248.244,420.2911.372,822.490.000.000.00%11.372,822.4963.85%6.441,597.8036.15%04.01.03ACERO REFUERZOfy=4200 EN SUMIDEROS EN MUROSKG54.005.60302.4032.46181.780.000.000.00%32.46181.7860.11%21.54120.6239.89%04.01.04TARRAJEO INTERIOR DE SUMIDEROM2109.357.98872.6187.06694.740.000.000.00%87.06694.7479.62%22.29177.8720.38%05.00.00SUMINISTRO E INSTALACIONES59,794.4158,533.06564.5259,097.58696.8305.01.00RED DE TUBERIAS57,957.0657,392.54564.5257,957.060.0005.01.01TUBERIA MATRIZ PVC DE 8"ML328.0056.8518,646.80328.0018,646.800.000.000.00%328.0018,646.80100.00%0.000.000.00%05.01.02TUBERIA MATRIZ PVC DE 10"ML510.0056.8528,993.50500.0728,428.989.93564.521.95%510.0028,993.50100.00%0.000.000.00%05.01.03TUBERIA CONEXIN SUMIDERO A MATRIZ UPVC 6"ML137.9874.7710,316.76137.9810,316.760.000.000.00%137.9810,316.76100.00%0.000.000.00%05.02.00INSTALACIONES METALICAS1,837.351,140.520.001,140.52696.8305.02.01VENTANA PARA SUMIDERO (0,70x0,25m) fierros 1/2 "ventana 70x30UND27.0068.051,837.3516.761,140.520.000.000.00%16.761,140.5262.07%10.24696.8337.93%06.00.00VARIOS6,892.280.000.000.006,892.2806.01.00TAJEA EN PROG 0+5204,051.280.000.000.004,051.2806.01.01TUBERIA UPVC 10" PROG 0+520ML15.00248.243,723.600.000.000.000.000.00%0.000.000.00%15.003,723.60100.00%06.01.02CONCRETO Fc=175 kg/cm2 en caja rompe presionM31.22248.24302.850.000.000.000.000.00%0.000.000.00%1.22302.85100.00%06.01.03CONCRETO Fc=175 kg/cm2 en tapa de cajaM30.10248.2424.820.000.000.000.000.00%0.000.000.00%0.1024.82100.00%06.02.00TAJEA CONCRETO PROG 0+9302,841.010.000.000.002,841.0106.02.01EXCAVACIONES MANUALESM35.4025.58138.130.000.000.000.000.00%0.000.000.00%5.40138.13100.00%06.02.02ENCOFRADO Y DESENCOFRADOM236.0024.54883.440.000.000.000.000.00%0.000.000.00%36.00883.44100.00%06.02.03SOLADO CONCRETO fc=140KG/CM2M30.90220.00198.000.000.000.000.000.00%0.000.000.00%0.90198.00100.00%06.02.04CONCRETO Fc=175 kg/cm2 en pontonm32.70248.24670.250.000.000.000.000.00%0.000.000.00%2.70670.25100.00%06.02.05ACERO FY=4200 KG/CM2KG169.865.60951.190.000.000.000.000.00%0.000.000.00%169.86951.19100.00%PAVIMENTO RIGIDO07.00.00OBRAS PROVISIONALES3,231.422,631.42300.002,931.42300.0007.01.00ALMACEN Y CASETA DE GUARDIANIAdia150.0010.001,500.0090.00900.0030.00300.0020.00%120.001,200.0080.00%30.00300.0020.00%07.02.00MOVILIZACION DE EQUIPO Y MAQUINARIASglb1.00480.00480.001.00480.000.000.000.00%1.00480.00100.00%0.000.000.00%07.03.00CARTE DE IDENTIFICACION DE OBRAund1.001,251.421,251.421.001,251.420.000.000.00%1.001,251.42100.00%0.000.000.00%08.00.00TRABAJOS PRELIMNARES17,131.3917,131.390.0017,131.390.0008.01.00TRAZO DE NIVELES Y REPLANTEO (GENERAL)m27,344.001.067,784.647344.007,784.640.000.000.00%7,344.007,784.64100.00%0.000.000.00%08.02.00DEMOLICION DE PAVIMENTO EXISTENTEm2518.4018.039,346.75518.409,346.750.000.000.00%518.409,346.75100.00%0.000.000.00%09.00.00MOVIMIENTO DE TIERRAS10,516.2010,115.76156.9510,272.71242.7609.01.00CORTE DE TERRENO A NIVEL DE SUB RASANTEm32,570.403.699,484.782570.209,484.040.000.000.00%2,570.209,484.04100.00%0.000.000.00%09.02.00EXCAVACION MANUAL PARA BADENM323.729.37222.266.9765.3116.75156.9570.62%23.72222.26100.00%0.000.000.00%09.03.00EXCAVACION MANUAL PARA SARDINELM386.369.37809.1760.45566.420.000.000.00%60.45566.4270.00%25.91242.7630.00%10.00.00ELIMINACION DE MATERIAL EXEDENTE82,344.2765,360.3316,983.8682,344.190.0810.01.00ACARREO INTERNO DE MATERIALm33,216.5715.3049,213.572382.1936,447.51834.3812,766.0125.94%3,216.5749,213.52100.00%0.000.050.00%10.02.00TRANSPORTE DE CARGIO(ELIMINACION)M33,216.5710.3033,130.702807.0728,912.82409.504,217.8512.73%3,216.5733,130.67100.00%0.000.030.00%11.00.00PAVIMENTO RIGIDO1,010,508.93722,701.46180,280.51902,981.97107,526.9511.01.00MEJORAMIENTO DE LA SUB RASANTE248,404.79185,211.4563,193.35248,404.790.0011.01.01EXTRACCION DE MATERIAL P/MEJ. DE SUB RASANTEM31,321.9279.30104,828.26973.5277,200.14348.4027,628.1226.36%1,321.92104,828.26100.00%0.000.000.00%11.01.02SELECCIN DE MATERIAL P7MEJ.SUB RASANTE(ZARANDEADO)M31,101.6051.0156,192.62786.8940,139.26314.7116,053.3628.57%1,101.6056,192.62100.00%0.000.000.00%11.01.03CARGUIO P/MEJ. DE SUB RASANTE DE LA SELLECCION DEL MATERIALM31,101.6027.5530,349.08830.4822,879.72271.127,469.3624.61%1,101.6030,349.08100.00%0.000.000.00%11.01.04TRANSORTE P/MEJ. DE SUB RASANTE DE LA SELLECCION DEL MATERIALM31,101.6015.3016,854.48694.4910,625.70407.116,228.7836.96%1,101.6016,854.48100.00%0.000.000.00%11.01.05EXTR. RIEGO Y COMPACTACION MEJORAM. SUB RASANTE e= 0.15 MTS.M27,581.205.3040,180.366484.2734,366.631096.935,813.7314.47%7,581.2040,180.36100.00%0.000.000.00%11.02.00SUB BASE GRANULAR762,104.13537,490.01117,087.17654,577.18107,526.9511.02.01EXTRACCION DE MATERIAL P/MEJ. DE SUB BASEM31,812.2179.30143,708.251201.5095,278.95610.7148,429.3033.70%1,812.21143,708.25100.00%0.000.000.00%3492102011.02.02SELECCIN DE MATERIAL P7MEJ.SUB BASE(ZARANDEADO)M31,812.2151.0192,440.831342.7368,492.66234.7411,974.0912.95%1,577.4780,466.7487.05%234.7411,974.0912.95%3081.176470588290011.02.03CARGUIO P/MEJ. DE SUB BASE DE LA SELLECCION DEL MATERIALM31,812.2127.5549,926.391060.5029,216.78234.746,467.0912.95%1,295.2435,683.8671.47%516.9714,242.5228.53%11.02.04EXTENDIDO Y RIEGO COMPACTADOM27,344.005.3038,923.204517.4123,942.271413.957,493.9419.25%5,931.3631,436.2180.76%1,412.647,486.9919.24%11.02.05ENCOFRADO Y DESENCOFRADO DE LOSAM21,224.0028.7835,226.72884.5325,456.77251.247,230.6920.53%1,135.7732,687.4692.79%88.232,539.267.21%1387.2102011.02.06CONCRETO fc=210 kg/cm2M31368.49281.26384,901.501004.75282,595.99114.2132,122.708.35%1,118.96314,718.6981.77%249.5370,182.8118.23%122490011.02.07ACERO fy=4200kg/cm2kg3,081.175.5116,977.252269.8012,506.60611.503,369.3719.85%2,881.3015,875.9693.51%199.871,101.286.49%1550.96102012.00.00BADEN INTERSECCION DE VIAS Y SARDINELES128,163.31100,964.4016,287.70117,252.1010,911.221368.494117647190012.01.00BADEN INTERSECCION DE VIAS6,785.821,993.981,993.983,987.962,797.8612.01.01ENCOFRADO Y DESENCOFRADO DE BADENM223.7221.24503.816.97148.046.97148.0429.38%13.94296.0958.77%9.78207.7341.23%12.01.02CONCRETO fc=210 kg/cm2 en BADENM323.72264.846,282.006.971,845.936.971,845.9329.38%13.943,691.8758.77%9.782,590.1441.23%12.02.00SARDINEL EXPUESTO121,377.5098,970.4214,293.72113,264.148,113.3612.02.01ENCOFRADO DESENCOFRADO SARDINEL EXPUESTOM21,736.4751.0288,594.701421.8772,543.81180.009,183.6010.37%1,601.8781,727.4192.25%134.606,867.297.75%1968102012.02.02CONCRETO fc=175kg/cm2 en sardinelM3130.23251.7332,782.80104.9826,426.6220.305,110.1215.59%125.2831,536.7396.20%4.951,246.063.80%90013.00.00OBRAS DE CONCRETO ARMADO64,304.050.000.000.0064,304.051736.470588235313.01.00MURO DE CONTENCION64,304.050.000.000.0064,304.05147.6102013.01.01EXCAVACION MANUALM3318.0026.398,392.020.000.000.000.000.00%0.000.000.00%318.008,392.02100.00%90013.01.02RELLENO CON MATERIAL SELECCIONADOM3156.0036.055,623.800.000.000.000.000.00%0.000.000.00%156.005,623.80100.00%130.235294117613.01.03CONCRETO fc=210 kg/cm2 en MurosM381.60265.6921,680.300.000.000.000.000.00%0.000.000.00%81.6021,680.30100.00%13.01.04ENCOFRADO Y DESENCOFRADO EN MUROSM2561.0028.4115,938.010.000.000.000.000.00%0.000.000.00%561.0015,938.01100.00%13.01.05ACERO DE REFUEZO FY=4200 kg/cm2kg2,450.665.1712,669.910.000.000.000.000.00%0.000.000.00%2,450.6612,669.91100.00%14.00.00JUNTAS DE DILATACION7,726.112,189.071,947.404,136.473,589.6414.01.00JUNTAS ASFALTICAS7,726.112,189.071,947.404,136.473,589.6414.01.01RELLENO DE JUNTAS CON ASFALTOML2,971.582.607,726.11841.952,189.07749.001,947.4025.21%1,590.954,136.4753.54%1,380.633,589.6446.46%3367.8102015.00.00SEALIZACION17,609.903,016.000.003,016.0014,593.9090015.01.00SEALIZACION HORIZONTAL17,609.903,016.000.003,016.0014,593.902971.588235294115.01.01PINTURA LINEAL EN SARDINELML1,658.004.467,394.68400.001,784.000.000.000.00%400.001,784.0024.13%1,258.005,610.6875.87%15.01.02PINTURA LINELA DISCONTINUA EJE VIAML882.356.165,435.28200.001,232.000.000.000.00%200.001,232.0022.67%682.354,203.2877.33%1879.26102015.01.03PINTURA ZONAL (CRUCE PEATONAL)M217.6410.11178.340.000.000.000.000.00%0.000.000.00%17.64178.34100.00%90015.01.04SEALIZACION REGLAMENTARIASUND32.0018.80601.600.000.000.000.000.00%0.000.000.00%32.00601.60100.00%1658.170588235315.01.05SEALES DE TRANSITOUND20.00200.004,000.000.000.000.000.000.00%0.000.000.00%20.004,000.00100.00%1000102016.00.00VARIOS1,166.40219.60259.20478.80687.6090016.01.00LIMPIEZA FINAL DE OBRAM26,480.000.181,166.401220.00219.601440.00259.2022.22%2,660.00478.8041.05%3,820.00687.6058.95%882.352941176517.00.00PLACA RECORDATORIA802.120.000.000.00802.1220102017.01.00PLACA RECORDATORIAUND1.00802.12802.120.000.000.000.000.00%0.000.000.00%1.00802.12100.00%90017.6470588235COSTO DIRECTO TOTAL1,496,657.471,055,691.43224,692.781,280,442.56216,213.30GASTOS GENERALES 15%224,498.62158,353.7133,703.92192,066.3832,432.00SUB TOTAL1,721,156.091,214,045.14258,396.701,472,508.94248,645.30EXPEDIENTE TECNICO22,000.0015,518.053,302.8518,820.913,178.21SUPERVISION60,000.0042,321.979,007.7851,329.758,667.85COSTO DE LA OBRA1,803,156.0970.54%1,271,885.1615.01%270,707.3485.55%1,542,659.6014.45%260,491.35900.007.206,480.00

AGOSTOSEGUNDA VALORIZACIONPROYECTO :"MEJORAMIENTO VIAL DEL JR. LA MERCED - AV LOS INCAS DEL DISTRITO DE CHUPURO, PROVINCIA DE HUANCAYO DEPARTAMENTO JUNIN"CORRESPONDIENTE AL MES DE: AGOSTO - 2013RESIDENTE DE OBRA :FECHA DE PRESENTACION: 01/08/2013SUPERVISOR DE OBRA :PERIODO: 01/08/2013 AL 31/08/2013DISTRITO : CHUPUROMONTO DEL PRESUPUESTO1892122.92PROVINCIA : HUANCAYOAvance Anterior8.43%DEPARTAMENTO : JUNINAvance Actual12.76%FECHA DE INICIO DE OBRA: 02/07/2013Avance Acumulado21.20%PLAZO DE EJECUCION: 150 DiasSALDO78.80%FECHA DE TERMINO PREVISTO: 02 DICIEMBRE DEL 2013PARTIDADESCRIPCIONPRESUPUESTO REFERENCIALAVANCESALDO%UNDMETRADOP.UnitarioPresupuestoANTERIORACTUALACUMULADOS/.S/.METRADOVALORIZADOMETRADOVALORIZADO%METRADOVALORIZADO%METRADOVALORIZADODESAGUE PLUVIAL01.00.00TRABAJOS PRELIMINARES1,219.981,219.980.001,219.980.0001.01.00TRAZO Y REPLANTEOML975.981.251,219.98975.981,219.980.000.000.00%975.981,219.98100.00%0.000.000.00%02.00.00MOVIMIENTO DE TIERRAS46,612.2323,751.3117,534.9541,286.265,326.0302.01.00EXCAVACIONES46,612.2323,751.3117,534.9541,286.265,326.0302.01.01EXCAVACION DE ZANJA CON MAQUINARIA DE TUBERIA PARA CONEXINM3838.0011.009,218.00570.096,270.99186.802,054.8022.29%756.898,325.7990.32%81.11892.219.68%02.01.02EXCAVACION ZANJA MANUAL SUMIDERO A MATRIZ DE DES.PLUVIAL DE TUB. ARA SUMIDERO A RED MATRIZM3137.9825.583,529.5387.232,231.3450.751,298.1936.78%137.983,529.53100.00%0.000.000.00%02.01.03EXCAVACIONES PARA BUZONESM343.7325.581,118.7012.34315.6612.34315.6628.22%24.68631.3156.43%19.05487.3843.57%02.01.04EXCAVACION PARA SUMIDERO SUMIDERO TIPICOM341.9225.581,072.2526.45676.5915.47395.7236.91%41.921,072.31100.01%-0.000.000.00%02.01.05REFINE Y NIVELADO DE ZANJA P/TUBERIA DE TRAZO Y REPLANTEOML838.004.703,938.60534.122,510.36190.00893.0022.67%724.123,403.3686.41%113.88535.2413.59%02.01.06PREPARACION CAMA DE APOYOML815.506.155,015.33347.192,135.22291.271,791.3135.72%638.463,926.5378.29%177.041,088.8021.71%02.01.07RELLENO Y COMPACTADO DE ZANJAML815.5027.8622,719.83344.989,611.14387.1610,786.2847.48%732.1420,397.4289.78%83.362,322.4110.22%|OBRAS DE CONCRETO30,355.71939.232,855.883,795.1126,560.6003.01.00BUZONES30,355.71939.232,855.883,795.1126,560.6003.01.01.ENCOFRADO Y DESENCOFRADO H=1,65M293.0616.171,504.789.31150.5421.54348.3023.15%30.85498.8433.15%62.211,005.9466.85%03.01.02SOLADO DE CONCRETO fc=140kg/cm2M33.98212.73847.200.4085.090.79168.0619.84%1.19253.1529.88%2.79594.0570.12%03.01.03CONCRETO Fc=175 kg/cm2 en BUZONM317.52262.314,596.461.76461.676.721,762.7238.35%8.482,224.3948.39%9.042,372.0751.61%03.01.04CONCRETO Fc=2175 kg/cm2 en teho h=0,20mM35.31265.161,408.000.53140.531.48392.4427.87%2.01532.9737.85%3.30875.0362.15%03.01.05ACERO DE REFUERZO Fy=4200 en buzonesML30.005.55166.503.0016.656.0033.3020.00%9.0049.9530.00%21.00116.5570.00%03.01.06TARRAJEO INTERIOR BUZONM2106.207.98847.4810.6284.7518.93151.0617.82%29.55235.8127.82%76.65611.6772.18%03.01.07MARCO Y TAPA DE FF EN BUZONUND15.001,399.0220,985.300.000.000.000.000.00%0.000.000.00%15.0020,985.30100.00%04.00.00SUMIDEROS8,278.750.001,987.901,987.906,290.8504.01.00SUMIDEROS8,278.750.001,987.901,987.906,290.8504.01.01ENCOFRADOY DESENCOFRADO DE SUMIDEROSM2109.3524.542,683.450.000.0024.30596.3222.22%24.30596.3222.22%85.052,087.1377.78%04.01.02CONCRETO Fc=175 kg/cm2 en sumiderosM317.81248.244,420.290.000.004.201,042.6123.59%4.201,042.6123.59%13.613,377.6876.41%04.01.03ACERO REFUERZOfy=4200 EN SUMIDEROS EN MUROSKG54.005.60302.400.000.0011.2362.8920.80%11.2362.8920.80%42.77239.5179.20%04.01.04TARRAJEO INTERIOR DE SUMIDEROM2109.357.98872.610.000.0035.85286.0832.78%35.85286.0832.78%73.50586.5367.22%05.00.00SUMINISTRO E INSTALACIONES59,794.4137,243.4114,013.9951,257.418,537.0105.01.00RED DE TUBERIAS57,957.0637,243.4113,605.6950,849.117,107.9605.01.01TUBERIA MATRIZ PVC DE 8"ML328.0056.8518,646.80156.008,868.60109.396,218.8233.35%265.3915,087.4280.91%62.613,559.3819.09%05.01.02TUBERIA MATRIZ PVC DE 10"ML510.0056.8528,993.50436.0024,786.6044.002,501.408.63%480.0027,288.0094.12%30.001,705.505.88%05.01.03TUBERIA CONEXIN SUMIDERO A MATRIZ UPVC 6"ML137.9874.7710,316.7647.993,588.2165.344,885.4747.35%113.338,473.6882.14%24.651,843.0817.86%05.02.00INSTALACIONES METALICAS1,837.350.00408.30408.301,429.0505.02.01VENTANA PARA SUMIDERO (0,70x0,25m) fierros 1/2 "ventana 70x30UND27.0068.051,837.350.000.006.00408.3022.22%6.00408.3022.22%21.001,429.0577.78%06.00.00VARIOS6,892.280.000.000.006,892.2806.01.00TAJEA EN PROG 0+5204,051.280.000.000.004,051.2806.01.01TUBERIA UPVC 10" PROG 0+520ML15.00248.243,723.600.000.000.000.000.00%0.000.000.00%15.003,723.60100.00%06.01.02CONCRETO Fc=175 kg/cm2 en caja rompe presionM31.22248.24302.850.000.000.000.000.00%0.000.000.00%1.22302.85100.00%06.01.03CONCRETO Fc=175 kg/cm2 en tapa de cajaM30.10248.2424.820.000.000.000.000.00%0.000.000.00%0.1024.82100.00%06.02.00TAJEA CONCRETO PROG 0+9302,841.010.000.000.002,841.0106.02.01EXCAVACIONES MANUALESM35.4025.58138.130.000.000.000.000.00%0.000.000.00%5.40138.13100.00%06.02.02ENCOFRADO Y DESENCOFRADOM236.0024.54883.440.000.000.000.000.00%0.000.000.00%36.00883.44100.00%06.02.03SOLADO CONCRETO fc=140KG/CM2M30.90220.00198.000.000.000.000.000.00%0.000.000.00%0.90198.00100.00%06.02.04CONCRETO Fc=175 kg/cm2 en pontonm32.70248.24670.250.000.000.000.000.00%0.000.000.00%2.70670.25100.00%06.02.05ACERO FY=4200 KG/CM2KG169.865.60951.190.000.000.000.000.00%0.000.000.00%169.86951.19100.00%PAVIMENTO RIGIDO07.00.00OBRAS PROVISIONALES3,231.421,623.42386.402,009.821,221.6007.01.00ALMACEN Y CASETA DE GUARDIANIAdia150.0010.001,500.0030.00300.0030.00300.0020.00%60.00600.0040.00%90.00900.0060.00%07.02.00MOVILIZACION DE EQUIPO Y MAQUINARIASglb1.00480.00480.000.1572.000.1886.4018.00%0.33158.4033.00%0.67321.6067.00%07.03.00CARTE DE IDENTIFICACION DE OBRAund1.001,251.421,251.421.001,251.420.000.000.00%1.001,251.42100.00%0.000.000.00%08.00.00TRABAJOS PRELIMNARES17,131.399,227.947,903.4517,131.390.0008.01.00TRAZO DE NIVELES Y REPLANTEO (GENERAL)m27,344.001.067,784.647,344.007,784.640.000.000.00%7,344.007,784.64100.00%0.000.000.00%08.02.00DEMOLICION DE PAVIMENTO EXISTENTEm2518.4018.039,346.7580.051,443.30438.357,903.4584.56%518.409,346.75100.00%0.000.000.00%09.00.00MOVIMIENTO DE TIERRAS10,516.208,156.381,582.429,738.80777.4109.01.00CORTE DE TERRENO A NIVEL DE SUB RASANTEm32,570.403.699,484.782,210.408,156.38275.341,016.0010.71%2,485.749,172.3896.71%84.66312.403.29%09.02.00EXCAVACION MANUAL PARA BADENM323.729.37222.260.000.000.000.000.00%0.000.000.00%23.72222.26100.00%09.03.00EXCAVACION MANUAL PARA SARDINELM386.369.37809.170.000.0060.45566.4270.00%60.45566.4270.00%25.91242.7630.00%10.00.00ELIMINACION DE MATERIAL EXEDENTE82,344.2719,800.2718,110.9637,911.2344,433.0510.01.00ACARREO INTERNO DE MATERIALm33,216.5715.3049,213.57188.402,882.52714.7910,936.2922.22%903.1913,818.8128.08%2,313.3835,394.7671.92%10.02.00TRANSPORTE DE CARGIO(ELIMINACION)M33,216.5710.3033,130.701,642.5016,917.75696.577,174.6721.66%2,339.0724,092.4272.72%877.509,038.2827.28%11.00.00PAVIMENTO RIGIDO1,068,791.013,816.0057,396.9161,212.911,007,578.1011.01.00MEJORAMIENTO DE LA SUB RASANTE248,404.793,816.0024,849.5028,665.50219,739.2911.01.01EXTRACCION DE MATERIAL P/MEJ. DE SUB RASANTEM31,321.9279.30104,828.260.000.00132.1910,482.6710.00%132.1910,482.6710.00%1,189.7394,345.5990.00%11.01.02SELECCIN DE MATERIAL P7MEJ.SUB RASANTE(ZARANDEADO)M31,101.6051.0156,192.620.000.00110.345,628.4410.02%110.345,628.4410.02%991.2650,564.1789.98%11.01.03CARGUIO P/MEJ. DE SUB RASANTE DE LA SELLECCION DEL MATERIALM31,101.6027.5530,349.080.000.00110.163,034.9110.00%110.163,034.9110.00%991.4427,314.1790.00%11.01.04TRANSORTE P/MEJ. DE SUB RASANTE DE LA SELLECCION DEL MATERIALM31,101.6015.3016,854.480.000.00110.161,685.4510.00%110.161,685.4510.00%991.4415,169.0390.00%11.01.05EXTR. RIEGO Y COMPACTACION MEJORAM. SUB RASANTE e= 0.15 MTS.M27,581.205.3040,180.36720.003,816.00758.124,018.0410.00%1,478.127,834.0419.50%6,103.0832,346.3280.50%11.02.00SUB BASE GRANULAR820,386.220.0032,547.4132,547.41787,838.8111.02.01EXTRACCION DE MATERIAL P/MEJ. DE SUB BASEM31,812.2179.30143,708.250.000.00181.2214,370.7510.00%181.2214,370.7510.00%1,630.99129,337.5190.00%11.02.02SELECCIN DE MATERIAL P7MEJ.SUB BASE(ZARANDEADO)M31,812.2151.0192,440.830.000.00181.229,244.0310.00%181.229,244.0310.00%1,630.9983,196.8090.00%11.02.03CARGUIO P/MEJ. DE SUB BASE DE LA SELLECCION DEL MATERIALM31,812.2127.5549,926.390.000.00181.224,992.6110.00%181.224,992.6110.00%1,630.9944,933.7790.00%11.02.04EXTENDIDO Y RIEGO COMPACTADOM27,344.005.3038,923.200.000.00743.403,940.0210.12%743.403,940.0210.12%6,600.6034,983.1889.88%11.02.05ENCOFRADO Y DESENCOFRADO DE LOSAM21,387.2028.7839,923.620.000.000.000.000.00%0.000.000.00%1,387.2039,923.62100.00%11.02.06CONCRETO fc=210 kg/cm2M31,550.96281.26436,223.010.000.000.000.000.00%0.000.000.00%1,550.96436,223.01100.00%11.02.07ACERO fy=4200kg/cm2kg3,492.005.5119,240.920.000.000.000.000.00%0.000.000.00%3,492.0019,240.92100.00%12.00.00BADEN INTERSECCION DE VIAS Y SARDINELES144,348.5320,846.8878,123.5498,970.4245,378.1012.01.00BADEN INTERSECCION DE VIAS6,785.820.000.000.006,785.8212.01.01ENCOFRADO Y DESENCOFRADO DE BADENM223.7221.24503.810.000.000.000.000.00%0.000.000.00%23.72503.81100.00%12.01.02CONCRETO fc=210 kg/cm2 en BADENM323.72264.846,282.000.000.000.000.000.00%0.000.000.00%23.726,282.00100.00%12.02.00SARDINEL EXPUESTO137,562.7120,846.8878,123.5498,970.4238,592.2912.02.01ENCOFRADO DESENCOFRADO SARDINEL EXPUESTOM21,968.0051.02100,407.36305.6815,595.791116.1956,948.0156.72%1,421.8772,543.8172.25%546.1327,863.5527.75%12.02.02CONCRETO fc=175kg/cm2 en sardinelM3147.60251.7337,155.3520.865,251.0984.1221,175.5356.99%104.9826,426.6271.12%42.6210,728.7328.88%13.00.00OBRAS DE CONCRETO ARMADO64,304.056,133.56971.157,104.7257,199.3313.01.00MURO DE CONTENCION64,304.056,133.56971.157,104.7257,199.3313.01.01EXCAVACION MANUALM3318.0026.398,392.02232.426,133.5636.80971.1511.57%269.227,104.7284.66%48.781,287.3015.34%13.01.02RELLENO CON MATERIAL SELECCIONADOM3156.0036.055,623.800.000.000.000.000.00%0.000.000.00%156.005,623.80100.00%13.01.03CONCRETO fc=210 kg/cm2 en MurosM381.60265.6921,680.300.000.000.000.000.00%0.000.000.00%81.6021,680.30100.00%13.01.04ENCOFRADO Y DESENCOFRADO EN MUROSM2561.0028.4115,938.010.000.000.000.000.00%0.000.000.00%561.0015,938.01100.00%13.01.05ACERO DE REFUEZO FY=4200 kg/cm2kg2,450.665.1712,669.910.000.000.000.000.00%0.000.000.00%2,450.6612,669.91100.00%14.00.00JUNTAS DE DILATACION8,756.280.000.000.008,756.2814.01.00JUNTAS ASFALTICAS8,756.280.000.000.008,756.2814.01.01RELLENO DE JUNTAS CON ASFALTOML3,367.802.608,756.280.000.000.000.000.00%0.000.000.00%3,367.808,756.28100.00%15.00.00SEALIZACION19,345.300.000.000.0019,345.3015.01.00SEALIZACION HORIZONTAL19,345.300.000.000.0019,345.3015.01.01PINTURA LINEAL EN SARDINELML1,879.264.468,381.500.000.000.000.000.00%0.000.000.00%1,879.268,381.50100.00%15.01.02PINTURA LINELA DISCONTINUA EJE VIAML1,000.006.166,160.000.000.000.000.000.00%0.000.000.00%1,000.006,160.00100.00%15.01.03PINTURA ZONAL (CRUCE PEATONAL)M220.0010.11202.200.000.000.000.000.00%0.000.000.00%20.00202.20100.00%15.01.04SEALIZACION REGLAMENTARIASUND32.0018.80601.600.000.000.000.000.00%0.000.000.00%32.00601.60100.00%15.01.05SEALES DE TRANSITOUND20.00200.004,000.000.000.000.000.000.00%0.000.000.00%20.004,000.00100.00%16.00.00VARIOS1,296.000.000.000.001,296.0016.01.00LIMPIEZA FINAL DE OBRAM27,200.000.181,296.000.000.000.000.000.00%0.000.000.00%7,200.001,296.00100.00%17.00.00PLACA RECORDATORIA802.120.000.000.00802.1217.01.00PLACA RECORDATORIAUND1.00802.12802.120.000.000.000.000.00%0.000.000.00%1.00802.12100.00%COSTO DIRECTO TOTAL1,574,019.93132,758.38200,867.56333,625.941,240,394.06GASTOS GENERALES 15%236,102.9919,913.7630,130.1350,043.89186,059.11SUB TOTAL1,810,122.92152,672.14230,997.70383,669.831,426,453.16EXPEDIENTE TECNICO22,000.001,855.562,807.524,663.0717,336.93SUPERVISION60,000.005,060.617,656.8612,717.4747,282.53COSTO DE LA OBRA1,892,122.928.43%159,588.3112.76%241,462.0721.20%401,050.3878.80%1,491,072.621,892,122.92-0.001,892,122.92

SETIEMBRETERCERA VALORIZACIONPROYECTO :"MEJORAMIENTO VIAL DEL JR. LA MERCED - AV LOS INCAS DEL DISTRITO DE CHUPURO, PROVINCIA DE HUANCAYO DEPARTAMENTO JUNIN"CORRESPONDIENTE AL MES DE: SETIEMBRE - 2013RESIDENTE DE OBRA : ING. RAUL CURASMA RAMOSFECHA DE PRESENTACION: 01/09/2013SUPERVISOR DE OBRA : ING. ALEX ANTONIO CARHUAMACA CANTOPERIODO: 01/09/2013 AL 30/09/2013DISTRITO : CHUPUROMONTO DEL PRESUPUESTO1892122.92PROVINCIA : HUANCAYOAvance Anterior21.20%DEPARTAMENTO : JUNINAvance Actual12.67%FECHA DE INICIO DE OBRA: 02/07/2013Avance Acumulado33.86%PLAZO DE EJECUCION: 150 DiasSALDO66.14%FECHA DE TERMINO PREVISTO: 02 DICIEMBRE DEL 2013PARTIDADESCRIPCIONPRESUPUESTO REFERENCIALAVANCESALDO%UNDMETRADOP.UnitarioPresupuestoANTERIORACTUALACUMULADOS/.S/.METRADOVALORIZADOMETRADOVALORIZADO%METRADOVALORIZADO%METRADOVALORIZADODESAGUE PLUVIAL01.00.00TRABAJOS PRELIMINARES1,219.981,219.980.001,219.980.0001.01.00TRAZO Y REPLANTEOML975.981.251,219.98975.981,219.980.000.000.00%975.981,219.98100.00%0.000.000.00%02.00.00MOVIMIENTO DE TIERRAS46,612.2341,286.264,212.5045,498.761,113.5302.01.00EXCAVACIONES46,612.2341,286.264,212.5045,498.761,113.5302.01.01EXCAVACION DE ZANJA CON MAQUINARIA DE TUBERIA PARA CONEXINM3838.0011.009,218.00756.898,325.7981.11892.219.68%838.009,218.00100.00%0.000.000.00%84.8784.8702.01.02EXCAVACION ZANJA MANUAL SUMIDERO A MATRIZ DE DES.PLUVIAL DE TUB. ARA SUMIDERO A RED MATRIZM3137.9825.583,529.53137.983,529.5300.000.00%137.983,529.53100.00%0.000.000.00%13.5413.5402.01.03EXCAVACIONES PARA BUZONESM343.7325.581,118.7024.68631.317.95203.3618.18%32.63834.6874.61%11.10284.0225.39%7.957.9502.01.04EXCAVACION PARA SUMIDERO SUMIDERO TIPICOM341.9225.581,072.2541.921,072.3100.000.00%41.921,072.31100.01%-0.000.000.00%2.42.4002.01.05REFINE Y NIVELADO DE ZANJA P/TUBERIA DE TRAZO Y REPLANTEOML838.004.703,938.60724.123,403.3600.000.00%724.123,403.3686.41%113.88535.2413.59%0.0002.01.06PREPARACION CAMA DE APOYOML815.506.155,015.33638.463,926.53129.19794.5215.84%767.654,721.0594.13%47.85294.285.87%162.34162.3402.01.07RELLENO Y COMPACTADO DE ZANJAML815.5027.8622,719.83732.1420,397.4283.362,322.4110.22%815.5022,719.83100.00%0.000.000.00%89.3789.37|OBRAS DE CONCRETO30,355.713,795.1114,932.7718,727.8811,627.830.0003.01.00BUZONES30,355.713,795.1114,932.7718,727.8811,627.830.0003.01.01.ENCOFRADO Y DESENCOFRADO H=1,65M293.0616.171,504.7830.85498.8434.996565.8937.61%65.851,064.7370.76%27.21440.0529.24%34.99635.0003.01.02SOLADO DE CONCRETO fc=140kg/cm2M33.98212.73847.201.19253.151.19253.1529.88%2.38506.3059.76%1.60340.9040.24%1.191.1903.01.03CONCRETO Fc=175 kg/cm2 en BUZONM317.52262.314,596.468.482,224.392.1550.8511.98%10.582,775.2460.38%6.941,821.2239.62%2.12.1003.01.04CONCRETO Fc=2175 kg/cm2 en teho h=0,20mM35.31265.161,408.002.01532.972.33617.8243.88%4.341,150.7981.73%0.97257.2118.27%1.980.352.3303.01.05ACERO DE REFUERZO Fy=4200 en buzonesML30.005.55166.509.0049.951266.6040.00%21.00116.5570.00%9.0049.9530.00%1212.0003.01.06TARRAJEO INTERIOR BUZONM2106.207.98847.4829.55235.8136287.2833.90%65.55523.0961.72%40.65324.3938.28%1422.0036.0003.01.07MARCO Y TAPA DE FF EN BUZONUND15.001,399.0220,985.300.000.00912,591.1860.00%9.0012,591.1860.00%6.008,394.1240.00%9.009.0004.00.00SUMIDEROS8,278.751,987.902,192.564,180.464,098.290.0004.01.00SUMIDEROS8,278.751,987.902,192.564,180.464,098.290.0004.01.01ENCOFRADOY DESENCOFRADO DE SUMIDEROSM2109.3524.542,683.4524.30596.3231.23766.3828.56%55.531,362.7150.78%53.821,320.7449.22%31.2331.2304.01.02CONCRETO Fc=175 kg/cm2 en sumiderosM317.81248.244,420.294.201,042.614.721,171.6926.51%8.922,214.3050.09%8.892,205.9849.91%2.741.984.7204.01.03ACERO REFUERZOfy=4200 EN SUMIDEROS EN MUROSKG54.005.60302.4011.2362.890.945.261.74%12.1768.1522.54%41.83234.2577.46%0.940.9404.01.04TARRAJEO INTERIOR DE SUMIDEROM2109.357.98872.6135.85286.0831.23249.2228.56%67.08535.3061.34%42.27337.3138.66%31.2331.2305.00.00SUMINISTRO E INSTALACIONES59,794.4151,257.415,754.6857,012.082,782.330.0005.01.00RED DE TUBERIAS57,957.0650,849.115,022.4655,871.572,085.500.0005.01.01TUBERIA MATRIZ PVC DE 8"ML328.0056.8518,646.80265.3915,087.4240.632,309.8212.39%306.0217,397.2493.30%21.981,249.566.70%40.6340.6305.01.02TUBERIA MATRIZ PVC DE 10"ML510.0056.8528,993.50480.0027,288.0020.071,140.983.94%500.0728,428.9898.05%9.93564.521.95%20.0720.0705.01.03TUBERIA CONEXIN SUMIDERO A MATRIZ UPVC 6"ML137.9874.7710,316.76113.338,473.6821.021,571.6715.23%134.3510,045.3597.37%3.63271.422.63%21.0221.0205.02.00INSTALACIONES METALICAS1,837.35408.30732.221,140.52696.830.0005.02.01VENTANA PARA SUMIDERO (0,70x0,25m) fierros 1/2 "ventana 70x30UND27.0068.051,837.356.00408.3010.76732.2239.85%16.761,140.5262.07%10.24696.8337.93%10.7610.7606.00.00VARIOS6,892.280.004,051.284,051.282,841.010.0006.01.00TAJEA EN PROG 0+5204,051.280.004,051.284,051.280.000.0006.01.01TUBERIA UPVC 10" PROG 0+520ML15.00248.243,723.600.000.00153,723.60100.00%15.003,723.60100.00%0.000.000.00%1515.0006.01.02CONCRETO Fc=175 kg/cm2 en caja rompe presionM31.22248.24302.850.000.001.22302.85100.00%1.22302.85100.00%0.000.000.00%1.221.2206.01.03CONCRETO Fc=175 kg/cm2 en tapa de cajaM30.10248.2424.820.000.000.124.82100.00%0.1024.82100.00%0.000.000.00%0.10.1006.02.00TAJEA CONCRETO PROG 0+9302,841.010.000.000.002,841.010.0006.02.01EXCAVACIONES MANUALESM35.4025.58138.130.000.0000.000.00%0.000.000.00%5.40138.13100.00%0.0006.02.02ENCOFRADO Y DESENCOFRADOM236.0024.54883.440.000.0000.000.00%0.000.000.00%36.00883.44100.00%0.0006.02.03SOLADO CONCRETO fc=140KG/CM2M30.90220.00198.000.000.0000.000.00%0.000.000.00%0.90198.00100.00%0.0006.02.04CONCRETO Fc=175 kg/cm2 en pontonm32.70248.24670.250.000.0000.000.00%0.000.000.00%2.70670.25100.00%0.0006.02.05ACERO FY=4200 KG/CM2KG169.865.60951.190.000.0000.000.00%0.000.000.00%169.86951.19100.00%0.000.00PAVIMENTO RIGIDO0.0007.00.00OBRAS PROVISIONALES3,231.422,009.82321.602,331.42900.000.0007.01.00ALMACEN Y CASETA DE GUARDIANIAdia150.0010.001,500.0060.00600.0000.000.00%60.00600.0040.00%90.00900.0060.00%0.0007.02.00MOVILIZACION DE EQUIPO Y MAQUINARIASglb1.00480.00480.000.33158.400.67321.6067.00%1.00480.00100.00%0.000.000.00%0.670.6707.03.00CARTE DE IDENTIFICACION DE OBRAund1.001,251.421,251.421.001,251.4200.000.00%1.001,251.42100.00%0.000.000.00%0.0008.00.00TRABAJOS PRELIMNARES17,131.3917,131.390.0017,131.390.000.0008.01.00TRAZO DE NIVELES Y REPLANTEO (GENERAL)m27,344.001.067,784.647344.007,784.6400.000.00%7,344.007,784.64100.00%0.000.000.00%0.0008.02.00DEMOLICION DE PAVIMENTO EXISTENTEm2518.4018.039,346.75518.409,346.7500.000.00%518.409,346.75100.00%0.000.000.00%0.0009.00.00MOVIMIENTO DE TIERRAS10,516.209,738.80311.6610,050.45465.010.0009.01.00CORTE DE TERRENO A NIVEL DE SUB RASANTEm32,570.403.699,484.782485.749,172.3884.46311.663.29%2,570.209,484.0499.99%0.200.000.00%845845.0009.02.00EXCAVACION MANUAL PARA BADENM323.729.37222.260.000.0000.000.00%0.000.000.00%23.72222.26100.00%0.0009.03.00EXCAVACION MANUAL PARA SARDINELM386.369.37809.1760.45566.4200.000.00%60.45566.4270.00%25.91242.7630.00%0.0010.00.00ELIMINACION DE MATERIAL EXEDENTE82,344.2737,911.235,049.9042,961.1339,383.150.0010.01.00ACARREO INTERNO DE MATERIALm33,216.5715.3049,213.57903.1913,818.8115229.500.47%918.1914,048.3128.55%2,298.3835,165.2671.45%15.0015.0010.02.00TRANSPORTE DE CARGIO(ELIMINACION)M33,216.5710.3033,130.702339.0724,092.424684,820.4014.55%2,807.0728,912.8287.27%409.504,217.8812.73%234234.00468.0023411.00.00PAVIMENTO RIGIDO1,068,791.0161,212.91117,502.36178,715.27890,075.740.0011.01.00MEJORAMIENTO DE LA SUB RASANTE248,404.7928,665.5023,980.0952,645.59195,759.200.0011.01.01EXTRACCION DE MATERIAL P/MEJ. DE SUB RASANTEM31,321.9279.30104,828.26132.1910,482.67149.2311,833.9411.29%281.4222,316.6121.29%1,040.5082,511.6578.71%149.23149.2311.01.02SELECCIN DE MATERIAL P7MEJ.SUB RASANTE(ZARANDEADO)M31,101.6051.0156,192.62110.345,628.4497.234,959.708.83%207.5710,588.1518.84%894.0345,604.4781.16%5047.2397.2311.01.03CARGUIO P/MEJ. DE SUB RASANTE DE LA SELLECCION DEL MATERIALM31,101.6027.5530,349.08110.163,034.911413,884.5512.80%251.166,919.4622.80%850.4423,429.6277.20%141.00141.0011.01.04TRANSORTE P/MEJ. DE SUB RASANTE DE LA SELLECCION DEL MATERIALM31,101.6015.3016,854.48110.161,685.4500.000.00%110.161,685.4510.00%991.4415,169.0390.00%0.0011.01.05EXTR. RIEGO Y COMPACTACION MEJORAM. SUB RASANTE e= 0.15 MTS.M27,581.205.3040,180.361478.127,834.046233,301.908.22%2,101.1211,135.9427.71%5,480.0829,044.4272.29%623623.0011.02.00SUB BASE GRANULAR820,386.2232,547.4193,522.27126,069.67694,316.540.0011.02.01EXTRACCION DE MATERIAL P/MEJ. DE SUB BASEM31,812.2179.30143,708.25181.2214,370.7514111,181.307.78%322.2225,552.0517.78%1,489.99118,156.2182.22%141.00141.0011.02.02SELECCIN DE MATERIAL P7MEJ.SUB BASE(ZARANDEADO)M31,812.2151.0192,440.83181.229,244.03282.2314,396.5515.57%463.4523,640.5825.57%1,348.7668,800.2574.43%282.23282.2311.02.03CARGUIO P/MEJ. DE SUB BASE DE LA SELLECCION DEL MATERIALM31,812.2127.5549,926.39181.224,992.6100.000.00%181.224,992.6110.00%1,630.9944,933.7790.00%0.0011.02.04EXTENDIDO Y RIEGO COMPACTADOM27,344.005.3038,923.20743.403,940.0200.000.00%743.403,940.0210.12%6,600.6034,983.1889.88%0.0011.02.05ENCOFRADO Y DESENCOFRADO DE LOSAM21,387.2028.7839,923.620.000.00189.225,445.7513.64%189.225,445.7513.64%1,197.9834,477.8686.36%106.9482.28189.2211.02.06CONCRETO fc=210 kg/cm2M31,550.96281.26436,223.010.000.00212.6859,818.3813.71%212.6859,818.3813.71%1,338.28376,404.6386.29%82.8129.88212.6811.02.07ACERO fy=4200kg/cm2kg3,492.005.5119,240.920.000.00486.442,680.2813.93%486.442,680.2813.93%3,005.5616,560.6486.07%486.44486.4412.00.00BADEN INTERSECCION DE VIAS Y SARDINELES144,348.5398,970.420.0098,970.4245,378.100.0012.01.00BADEN INTERSECCION DE VIAS6,785.820.000.000.006,785.820.0012.01.01ENCOFRADO Y DESENCOFRADO DE BADENM223.7221.24503.810.000.0000.000.00%0.000.000.00%23.72503.81100.00%0.0012.01.02CONCRETO fc=210 kg/cm2 en BADENM323.72264.846,282.000.000.0000.000.00%0.000.000.00%23.726,282.00100.00%0.0012.02.00SARDINEL EXPUESTO137,562.7198,970.420.0098,970.4238,592.290.0012.02.01ENCOFRADO DESENCOFRADO SARDINEL EXPUESTOM21,968.0051.02100,407.361421.8772,543.8100.000.00%1,421.8772,543.8172.25%546.1327,863.5527.75%0.0012.02.02CONCRETO fc=175kg/cm2 en sardinelM3147.60251.7337,155.35104.9826,426.6200.000.00%104.9826,426.6271.12%42.6210,728.7328.88%0.0013.00.00OBRAS DE CONCRETO ARMADO64,304.057,104.7245,049.3352,154.0412,150.000.0013.01.00MURO DE CONTENCION64,304.057,104.7245,049.3352,154.0412,150.000.0013.01.01EXCAVACION MANUALM3318.0026.398,392.02269.227,104.7248.781,287.3015.34%318.008,392.02100.00%0.000.000.00%100.7824.00124.7848.7813.01.02RELLENO CON MATERIAL SELECCIONADOM3156.0036.055,623.800.000.001565,623.80100.00%156.005,623.80100.00%0.000.000.00%80.0080.0015613.01.03CONCRETO fc=210 kg/cm2 en MurosM381.60265.6921,680.300.000.0035.879,530.3043.96%35.879,530.3043.96%45.7312,150.0056.04%26.3415.7842.1235.8713.01.04ENCOFRADO Y DESENCOFRADO EN MUROSM2561.0028.4115,938.010.000.0056115,938.01100.00%561.0015,938.01100.00%0.000.000.00%56193.60654.60654.613.01.05ACERO DE REFUEZO FY=4200 kg/cm2kg2,450.665.1712,669.910.000.002450.6612,669.91100.00%2,450.6612,669.91100.00%0.000.000.00%2650.661000.003650.662750.6614.00.00JUNTAS DE DILATACION8,756.280.000.000.008,756.280.0014.01.00JUNTAS ASFALTICAS8,756.280.000.000.008,756.280.0014.01.01RELLENO DE JUNTAS CON ASFALTOML3,367.802.608,756.280.000.0000.000.00%0.000.000.00%3,367.808,756.28100.00%0.0015.00.00SEALIZACION19,345.300.000.000.0019,345.300.0015.01.00SEALIZACION HORIZONTAL19,345.300.000.000.0019,345.300.0015.01.01PINTURA LINEAL EN SARDINELML1,879.264.468,381.500.000.0000.000.00%0.000.000.00%1,879.268,381.50100.00%0.0015.01.02PINTURA LINELA DISCONTINUA EJE VIAML1,000.006.166,160.000.000.0000.000.00%0.000.000.00%1,000.006,160.00100.00%0.0015.01.03PINTURA ZONAL (CRUCE PEATONAL)M220.0010.11202.200.000.0000.000.00%0.000.000.00%20.00202.20100.00%0.0015.01.04SEALIZACION REGLAMENTARIASUND32.0018.80601.600.000.0000.000.00%0.000.000.00%32.00601.60100.00%0.0015.01.05SEALES DE TRANSITOUND20.00200.004,000.000.000.0000.000.00%0.000.000.00%20.004,000.00100.00%0.0016.00.00VARIOS1,296.000.000.000.001,296.000.0016.01.00LIMPIEZA FINAL DE OBRAM27,200.000.181,296.000.000.0000.000.00%0.000.000.00%7,200.001,296.00100.00%0.0017.00.00PLACA RECORDATORIA802.120.000.000.00802.120.0017.01.00PLACA RECORDATORIAUND1.00802.12802.120.000.0000.000.00%0.000.000.00%1.00802.12100.00%0.00COSTO DIRECTO TOTAL1,574,019.93333,625.94199,378.62533,004.561,041,014.70GASTOS GENERALES 15%236,102.9950,043.8929,906.7979,950.68156,152.20SUB TOTAL1,810,122.92383,669.83229,285.41612,955.241,197,166.90EXPEDIENTE TECNICO22,000.004,663.072,786.717,449.7814,550.21SUPERVISION60,000.0012,717.477,600.1120,317.5839,682.40COSTO DE LA OBRA1,892,122.9221.20%401,050.3812.67%239,672.2233.86%640,722.6066.14%1,251,399.511,892,122.92-0.001,892,122.92

OCTUBRECUARTA VALORIZACIONPROYECTO :"MEJORAMIENTO VIAL DEL JR. LA MERCED - AV LOS INCAS DEL DISTRITO DE CHUPURO, PROVINCIA DE HUANCAYO DEPARTAMENTO JUNIN"CORRESPONDIENTE AL MES DE: OCTUBRE - 2013RESIDENTE DE OBRA : ING. RAUL CURASMA RAMOSFECHA DE PRESENTACION: 01/11/2013SUPERVISOR DE OBRA : ING. ALEX ANTONIO CARHUAMACA CANTOPERIODO: 01/10/2013 AL 31/10/2013DISTRITO : CHUPUROMONTO DEL PRESUPUESTO0PROVINCIA : HUANCAYOAvance Anterior70.65%DEPARTAMENTO : JUNINAvance Actual15.03%FECHA DE INICIO DE OBRA: 02/07/2013Avance Acumulado85.68%PLAZO DE EJECUCION: 150 DiasSALDO14.33%FECHA DE TERMINO PREVISTO: 02 DICIEMBRE DEL 2013PARTIDADESCRIPCIONPRESUPUESTO REFERENCIALAVANCESALDO%UNDMETRADOP.UnitarioPresupuestoANTERIORACTUALACUMULADOS/.S/.METRADOVALORIZADOMETRADOVALORIZADO%METRADOVALORIZADO%METRADOVALORIZADODESAGUE PLUVIAL01.00.00TRABAJOS PRELIMINARES1,219.981,219.980.001,219.980.0001.01.00TRAZO Y REPLANTEOML975.981.251,219.98975.981,219.980.000.00%975.981,219.98100.00%0.000.000.00%02.00.00MOVIMIENTO DE TIERRAS46,612.2346,012.00661.6046,673.600.0802.01.00EXCAVACIONES46,612.2346,012.00661.6046,673.600.0802.01.01EXCAVACION DE ZANJA CON MAQUINARIA DE TUBERIA PARA CONEXINM3838.0011.009,218.00838.009,218.000.000.000.00%838.009,218.00100.00%0.000.000.00%02.01.02EXCAVACION ZANJA MANUAL SUMIDERO A MATRIZ DE DES.PLUVIAL DE TUB. ARA SUMIDERO A RED MATRIZM3137.9825.583,529.53137.983,529.530.000.000.00%137.983,529.53100.00%0.000.000.00%02.01.03EXCAVACIONES PARA BUZONESM343.7325.581,118.7038.79992.254.94126.3711.30%43.731,118.61100.00%0.000.080.00%02.01.04EXCAVACION PARA SUMIDERO SUMIDERO TIPICOM341.9225.581,072.2544.321,133.710.000.000.00%44.321,133.71105.73%-2.400.000.00%02.01.05REFINE Y NIVELADO DE ZANJA P/TUBERIA DE TRAZO Y REPLANTEOML838.004.703,938.60724.123,403.36113.88535.2413.59%838.003,938.60100.00%0.000.000.00%02.01.06PREPARACION CAMA DE APOYOML815.506.155,015.33815.505,015.330.000.000.00%815.505,015.33100.00%0.000.000.00%02.01.07RELLENO Y COMPACTADO DE ZANJAML815.5027.8622,719.83815.5022,719.830.000.000.00%815.5022,719.83100.00%0.000.000.00%|OBRAS DE CONCRETO30,355.7120,305.257,251.0427,556.822,798.0403.01.00BUZONES30,355.7120,305.257,251.0427,556.822,798.0403.01.01.ENCOFRADO Y DESENCOFRADO H=1,65M293.0616.171,504.7873.081,181.6419.98323.0821.47%93.061,504.72100.00%0.000.000.00%03.01.02SOLADO DE CONCRETO fc=140kg/cm2M33.98212.73847.202.66565.861.32280.8033.15%3.98847.20100.00%0.000.000.00%03.01.03CONCRETO Fc=175 kg/cm2 en BUZONM317.52262.314,596.4615.274,005.472.25590.2012.84%17.524,595.67100.00%0.000.000.00%03.01.04CONCRETO Fc=2175 kg/cm2 en teho h=0,20mM35.31265.161,408.004.341,150.790.97257.2118.27%5.311,408.00100.00%0.000.000.00%03.01.05ACERO DE REFUERZO Fy=4200 en buzonesML30.005.55166.5024.10133.765.9032.7519.67%30.00166.50100.00%0.000.000.00%03.01.06TARRAJEO INTERIOR BUZONM2106.207.98847.4884.78676.5421.42170.9320.17%106.20847.48100.00%0.000.000.00%03.01.07MARCO Y TAPA DE FF EN BUZONUND15.001,399.0220,985.309.0012,591.184.005,596.0826.67%13.0018,187.2686.67%2.002,798.0413.33%04.00.00SUMIDEROS8,278.755,410.910.005,410.912,867.8304.01.00SUMIDEROS8,278.755,410.910.005,410.912,867.8304.01.01ENCOFRADOY DESENCOFRADO DE SUMIDEROSM2109.3524.542,683.4569.761,711.910.000.000.00%69.761,711.9163.80%39.59971.5436.20%04.01.02CONCRETO Fc=175 kg/cm2 en sumiderosM317.81248.244,420.2911.372,822.490.000.000.00%11.372,822.4963.85%6.441,597.8036.15%04.01.03ACERO REFUERZOfy=4200 EN SUMIDEROS EN MUROSKG54.005.60302.4032.46181.780.000.000.00%32.46181.7860.11%21.54120.6239.89%04.01.04TARRAJEO INTERIOR DE SUMIDEROM2109.357.98872.6187.06694.740.000.000.00%87.06694.7479.62%22.29177.8720.38%05.00.00SUMINISTRO E INSTALACIONES59,794.4158,533.06564.5259,097.58696.8305.01.00RED DE TUBERIAS57,957.0657,392.54564.5257,957.060.0005.01.01TUBERIA MATRIZ PVC DE 8"ML328.0056.8518,646.80328.0018,646.800.000.000.00%328.0018,646.80100.00%0.000.000.00%05.01.02TUBERIA MATRIZ PVC DE 10"ML510.0056.8528,993.50500.0728,428.989.93564.521.95%510.0028,993.50100.00%0.000.000.00%05.01.03TUBERIA CONEXIN SUMIDERO A MATRIZ UPVC 6"ML137.9874.7710,316.76137.9810,316.760.000.000.00%137.9810,316.76100.00%0.000.000.00%05.02.00INSTALACIONES METALICAS1,837.351,140.520.001,140.52696.8305.02.01VENTANA PARA SUMIDERO (0,70x0,25m) fierros 1/2 "ventana 70x30UND27.0068.051,837.3516.761,140.520.000.000.00%16.761,140.5262.07%10.24696.8337.93%06.00.00VARIOS6,892.284,051.280.004,051.282,841.0106.01.00TAJEA EN PROG 0+5204,051.284,051.280.004,051.280.0006.01.01TUBERIA UPVC 10" PROG 0+520ML15.00248.243,723.6015.003,723.600.000.000.00%15.003,723.60100.00%0.000.000.00%06.01.02CONCRETO Fc=175 kg/cm2 en caja rompe presionM31.22248.24302.851.22302.850.000.000.00%1.22302.85100.00%0.000.000.00%06.01.03CONCRETO Fc=175 kg/cm2 en tapa de cajaM30.10248.2424.820.1024.820.000.000.00%0.1024.82100.00%0.000.000.00%06.02.00TAJEA CONCRETO PROG 0+9302,841.010.000.000.002,841.0106.02.01EXCAVACIONES MANUALESM35.4025.58138.130.000.000.000.000.00%0.000.000.00%5.40138.13100.00%06.02.02ENCOFRADO Y DESENCOFRADOM236.0024.54883.440.000.000.000.000.00%0.000.000.00%36.00883.44100.00%06.02.03SOLADO CONCRETO fc=140KG/CM2M30.90220.00198.000.000.000.000.000.00%0.000.000.00%0.90198.00100.00%06.02.04CONCRETO Fc=175 kg/cm2 en pontonm32.70248.24670.250.000.000.000.000.00%0.000.000.00%2.70670.25100.00%06.02.05ACERO FY=4200 KG/CM2KG169.865.60951.190.000.000.000.000.00%0.000.000.00%169.86951.19100.00%PAVIMENTO RIGIDO07.00.00OBRAS PROVISIONALES3,231.422,631.42300.002,931.42300.0007.01.00ALMACEN Y CASETA DE GUARDIANIAdia150.0010.001,500.0090.00900.0030.00300.0020.00%120.001,200.0080.00%30.00300.0020.00%07.02.00MOVILIZACION DE EQUIPO Y MAQUINARIASglb1.00480.00480.001.00480.000.000.000.00%1.00480.00100.00%0.000.000.00%07.03.00CARTE DE IDENTIFICACION DE OBRAund1.001,251.421,251.421.001,251.420.000.000.00%1.001,251.42100.00%0.000.000.00%08.00.00TRABAJOS PRELIMNARES17,131.3917,131.390.0017,131.390.0008.01.00TRAZO DE NIVELES Y REPLANTEO (GENERAL)m27,344.001.067,784.647344.007,784.640.000.000.00%7,344.007,784.64100.00%0.000.000.00%08.02.00DEMOLICION DE PAVIMENTO EXISTENTEm2518.4018.039,346.75518.409,346.750.000.000.00%518.409,346.75100.00%0.000.000.00%09.00.00MOVIMIENTO DE TIERRAS10,516.2010,115.76156.9510,272.71242.7609.01.00CORTE DE TERRENO A NIVEL DE SUB RASANTEm32,570.403.699,484.782570.209,484.040.000.000.00%2,570.209,484.04100.00%0.000.000.00%09.02.00EXCAVACION MANUAL PARA BADENM323.729.37222.266.9765.3116.75156.9570.62%23.72222.26100.00%0.000.000.00%09.03.00EXCAVACION MANUAL PARA SARDINELM386.369.37809.1760.45566.420.000.000.00%60.45566.4270.00%25.91242.7630.00%10.00.00ELIMINACION DE MATERIAL EXEDENTE82,344.2765,360.3316,983.8682,344.190.0810.01.00ACARREO INTERNO DE MATERIALm33,216.5715.3049,213.572382.1936,447.51834.3812,766.0125.94%3,216.5749,213.52100.00%0.000.050.00%10.02.00TRANSPORTE DE CARGIO(ELIMINACION)M33,216.5710.3033,130.702807.0728,912.82409.504,217.8512.73%3,216.5733,130.67100.00%0.000.030.00%11.00.00PAVIMENTO RIGIDO1,068,791.01722,701.46180,280.51902,981.97165,809.0411.01.00MEJORAMIENTO DE LA SUB RASANTE248,404.79185,211.4563,193.35248,404.790.0011.01.01EXTRACCION DE MATERIAL P/MEJ. DE SUB RASANTEM31,321.9279.30104,828.26973.5277,200.14348.4027,628.1226.36%1,321.92104,828.26100.00%0.000.000.00%11.01.02SELECCIN DE MATERIAL P7MEJ.SUB RASANTE(ZARANDEADO)M31,101.6051.0156,192.62786.8940,139.26314.7116,053.3628.57%1,101.6056,192.62100.00%0.000.000.00%11.01.03CARGUIO P/MEJ. DE SUB RASANTE DE LA SELLECCION DEL MATERIALM31,101.6027.5530,349.08830.4822,879.72271.127,469.3624.61%1,101.6030,349.08100.00%0.000.000.00%11.01.04TRANSORTE P/MEJ. DE SUB RASANTE DE LA SELLECCION DEL MATERIALM31,101.6015.3016,854.48694.4910,625.70407.116,228.7836.96%1,101.6016,854.48100.00%0.000.000.00%11.01.05EXTR. RIEGO Y COMPACTACION MEJORAM. SUB RASANTE e= 0.15 MTS.M27,581.205.3040,180.366484.2734,366.631096.935,813.7314.47%7,581.2040,180.36100.00%0.000.000.00%11.02.00SUB BASE GRANULAR820,386.22537,490.01117,087.17654,577.18165,809.0411.02.01EXTRACCION DE MATERIAL P/MEJ. DE SUB BASEM31,812.2179.30143,708.251201.5095,278.95610.7148,429.3033.70%1,812.21143,708.25100.00%0.000.000.00%11.02.02SELECCIN DE MATERIAL P7MEJ.SUB BASE(ZARANDEADO)M31,812.2151.0192,440.831342.7368,492.66234.7411,974.0912.95%1,577.4780,466.7487.05%234.7411,974.0912.95%11.02.03CARGUIO P/MEJ. DE SUB BASE DE LA SELLECCION DEL MATERIALM31,812.2127.5549,926.391060.5029,216.78234.746,467.0912.95%1,295.2435,683.8671.47%516.9714,242.5228.53%11.02.04EXTENDIDO Y RIEGO COMPACTADOM27,344.005.3038,923.204517.4123,942.271413.957,493.9419.25%5,931.3631,436.2180.76%1,412.647,486.9919.24%11.02.05ENCOFRADO Y DESENCOFRADO DE LOSAM21,387.2028.7839,923.62884.5325,456.77251.247,230.6918.11%1,135.7732,687.4681.88%251.437,236.1618.13%11.02.06CONCRETO fc=210 kg/cm2M31,550.96281.26436,223.011004.75282,595.99114.2132,122.707.36%1,118.96314,718.6972.15%432.00121,504.3227.85%11.02.07ACERO fy=4200kg/cm2kg3,492.005.5119,240.922269.8012,506.60611.503,369.3717.51%2,881.3015,875.9682.51%610.703,364.9617.49%12.00.00BADEN INTERSECCION DE VIAS Y SARDINELES144,348.53100,964.4016,287.70117,252.1027,096.4312.01.00BADEN INTERSECCION DE VIAS6,785.821,993.981,993.983,987.962,797.8612.01.01ENCOFRADO Y DESENCOFRADO DE BADENM223.7221.24503.816.97148.046.97148.0429.38%13.94296.0958.77%9.78207.7341.23%12.01.02CONCRETO fc=210 kg/cm2 en BADENM323.72264.846,282.006.971,845.936.971,845.9329.38%13.943,691.8758.77%9.782,590.1441.23%12.02.00SARDINEL EXPUESTO137,562.7198,970.4214,293.72113,264.1424,298.5712.02.01ENCOFRADO DESENCOFRADO SARDINEL EXPUESTOM21,968.0051.02100,407.361421.8772,543.81180.009,183.609.15%1,601.8781,727.4181.40%366.1318,679.9518.60%12.02.02CONCRETO fc=175kg/cm2 en sardinelM3147.60251.7337,155.35104.9826,426.6220.305,110.1213.75%125.2831,536.7384.88%22.325,618.6115.12%13.00.00OBRAS DE CONCRETO ARMADO64,304.0552,154.0412,150.0064,304.050.0013.01.00MURO DE CONTENCION64,304.0552,154.0412,150.0064,304.050.0013.01.01EXCAVACION MANUALM3318.0026.398,392.02318.008,392.020.000.000.00%318.008,392.02100.00%0.000.000.00%13.01.02RELLENO CON MATERIAL SELECCIONADOM3156.0036.055,623.80156.005,623.800.000.000.00%156.005,623.80100.00%0.000.000.00%13.01.03CONCRETO fc=210 kg/cm2 en MurosM381.60265.6921,680.3035.879,530.3045.7312,150.0056.04%81.6021,680.30100.00%0.000.000.00%13.01.04ENCOFRADO Y DESENCOFRADO EN MUROSM2561.0028.4115,938.01561.0015,938.010.000.000.00%561.0015,938.01100.00%0.000.000.00%13.01.05ACERO DE REFUEZO FY=4200 kg/cm2kg2,450.665.1712,669.912450.6612,669.910.000.000.00%2,450.6612,669.91100.00%0.000.000.00%14.00.00JUNTAS DE DILATACION8,756.282,189.071,947.404,136.474,619.8114.01.00JUNTAS ASFALTICAS8,756.282,189.071,947.404,136.474,619.8114.01.01RELLENO DE JUNTAS CON ASFALTOML3,367.802.608,756.28841.952,189.07749.001,947.4022.24%1,590.954,136.4747.24%1,776.854,619.8152.76%15.00.00SEALIZACION19,345.303,016.000.003,016.0016,329.3015.01.00SEALIZACION HORIZONTAL19,345.303,016.000.003,016.0016,329.3015.01.01PINTURA LINEAL EN SARDINELML1,879.264.468,381.50400.001,784.000.000.000.00%400.001,784.0021.28%1,479.266,597.5078.72%15.01.02PINTURA LINELA DISCONTINUA EJE VIAML1,000.006.166,160.00200.001,232.000.000.000.00%200.001,232.0020.00%800.004,928.0080.00%15.01.03PINTURA ZONAL (CRUCE PEATONAL)M220.0010.11202.200.000.000.000.000.00%0.000.000.00%20.00202.20100.00%15.01.04SEALIZACION REGLAMENTARIASUND32.0018.80601.600.000.000.000.000.00%0.000.000.00%32.00601.60100.00%15.01.05SEALES DE TRANSITOUND20.00200.004,000.000.000.000.000.000.00%0.000.000.00%20.004,000.00100.00%16.00.00VARIOS1,296.00219.600.00219.601,076.4016.01.00LIMPIEZA FINAL DE OBRAM27,200.000.181,296.001220.00219.600.000.000.00%1,220.00219.6016.94%5,980.001,076.4083.06%17.00.00PLACA RECORDATORIA802.120.000.000.00802.1217.01.00PLACA RECORDATORIAUND1.00802.12802.120.000.000.000.000.00%0.000.000.00%1.00802.12100.00%COSTO DIRECTO TOTAL1,574,019.931,112,015.95236,583.591,348,600.07225,479.73GASTOS GENERALES 15%236,102.99166,802.3935,487.54202,290.0133,821.96SUB TOTAL1,810,122.921,278,818.35272,071.131,550,890.09259,301.69EXPEDIENTE TECNICO22,000.0015,542.593,306.7218,849.313,151.52SUPERVISION60,000.0042,388.899,018.3251,407.218,595.05COSTO DE LA OBRA1,892,122.9270.65%1,336,749.8315.03%284,396.1685.68%1,621,146.6014.33%271,048.26

Hoja1PROYECTO :"MEJORAMIENTO VIAL DEL JR. LA MERCED - AV LOS INCAS DEL DISTRITO DE CHUPURO, PROVINCIA DE HUANCAYO DEPARTAMENTO JUNIN"CORRESPONDIENTE AL MES DE: OCTUBRE - 2013RESIDENTE DE OBRA : ING. RAUL CURASMA RAMOSFECHA DE PRESENTACION: 01/11/2013SUPERVISOR DE OBRA : ING. ALEX ANTONIO CARHUAMACA CANTOPERIODO: 01/10/2013 AL 31/10/2013DISTRITO : CHUPUROMONTO DEL PRESUPUESTO0PROVINCIA : HUANCAYOAvance Anterior70.65%DEPARTAMENTO : JUNINAvance Actual0.53%FECHA DE INICIO DE OBRA: 02/07/2013Avance Acumulado71.17%PLAZO DE EJECUCION: 150 DiasSALDO28.83%FECHA DE TERMINO PREVISTO: 02 DICIEMBRE DEL 2013PARTIDADESCRIPCIONPRESUPUESTO REFERENCIALAVANCESALDO%UNDMETRADOP.UnitarioPresupuestoANTERIORACTUALACUMULADOS/.S/.METRADOVALORIZADOMETRADOVALORIZADO%METRADOVALORIZADO%METRADOVALORIZADODESAGUE PLUVIAL01.00.00TRABAJOS PRELIMINARES1,219.981,219.980.001,219.980.0001.01.00TRAZO Y REPLANTEOML975.981.251,219.98975.981,219.980.000.000.00%975.981,219.98100.00%0.000.000.00%002.00.00MOVIMIENTO DE TIERRAS46,612.2346,012.00692.8146,673.690.0002.01.00EXCAVACIONES46,612.2346,012.00692.8146,673.690.0002.01.01EXCAVACION DE ZANJA CON MAQUINARIA DE TUBERIA PARA CONEXINM3838.0011.009,218.00838.009,218.000.000.000.00%838.009,218.00100.00%0.000.000.00%002.01.02EXCAVACION ZANJA MANUAL SUMIDERO A MATRIZ DE DES.PLUVIAL DE TUB. ARA SUMIDERO A RED MATRIZM3137.9825.583,529.53137.983,529.530.000.000.00%137.983,529.53100.00%0.000.000.00%002.01.03EXCAVACIONES PARA BUZONESM343.7325.581,118.7038.79992.256.16157.5714.09%44.951,118.70100.00%-1.220.000.00%0.113031846502.01.04EXCAVACION PARA SUMIDERO SUMIDERO TIPICOM341.9225.581,072.2544.321,133.710.000.000.00%44.321,133.71105.73%0.000.000.00%002.01.05REFINE Y NIVELADO DE ZANJA P/TUBERIA DE TRAZO Y REPLANTEOML838.004.703,938.60724.123,403.36113.88535.2413.59%838.003,938.60100.00%0.000.000.00%0.135894988102.01.06PREPARACION CAMA DE APOYOML815.506.155,015.33815.505,015.330.000.000.00%815.505,015.33100.00%0.000.000.00%002.01.07RELLENO Y COMPACTADO DE ZANJAML815.5027.8622,719.83815.5022,719.830.000.000.00%815.5022,719.83100.00%0.000.000.00%0|OBRAS DE CONCRETO30,355.7120,305.255,852.0226,157.274,197.0603.01.00BUZONES30,355.7120,305.255,852.0226,157.274,197.0603.01.01.ENCOFRADO Y DESENCOFRADO H=1,65M293.0616.171,504.7873.081,181.6419.98323.0821.47%93.061,504.72100.00%0.000.000.00%0.214743176403.01.02SOLADO DE CONCRETO fc=140kg/cm2M33.98212.73847.202.66565.861.32280.8033.15%3.98846.67100.00%0.000.000.00%0.332077840603.01.03CONCRETO Fc=175 kg/cm2 en BUZONM317.52262.314,596.4615.274,005.472.25590.2012.84%17.524,595.6799.98%0.000.000.00%0.128573874303.01.04CONCRETO Fc=2175 kg/cm2 en teho h=0,20mM35.31265.161,408.004.341,150.790.97257.2118.27%5.311,408.00100.00%0.000.000.00%0.182674199603.01.05ACERO DE REFUERZO Fy=4200 en buzonesML30.005.55166.5024.10133.765.9032.7519.67%30.00166.50100.00%0.000.000.00%0.196666666703.01.06TARRAJEO INTERIOR BUZONM2106.207.98847.4884.78676.5421.42170.9320.17%106.20847.48100.00%0.000.000.00%0.201694915303.01.07MARCO Y TAPA DE FF EN BUZONUND15.001,399.0220,985.309.0012,591.183.004,197.0620.00%12.0016,788.2480.00%3.004,197.0620.00%0.404.00.00SUMIDEROS8,278.755,410.91881.256,292.171,986.5804.01.00SUMIDEROS8,278.755,410.91881.256,292.171,986.5804.01.01ENCOFRADOY DESENCOFRADO DE SUMIDEROSM2109.3524.542,683.4569.761,711.910.000.000.00%69.761,711.9163.80%39.59971.5436.20%0.362048468204.01.02CONCRETO Fc=175 kg/cm2 en sumiderosM317.81248.244,420.2911.372,822.492.45608.1913.76%13.823,430.6877.61%3.99989.6122.39%0.361469126404.01.03ACERO REFUERZOfy=4200 EN SUMIDEROS EN MUROSKG54.005.60302.4032.46181.7820.29113.6237.57%52.75295.4097.69%1.257.002.31%0.398888888904.01.04TARRAJEO INTERIOR DE SUMIDEROM2109.357.98872.6187.06694.7419.98159.4418.27%107.04854.1897.89%2.3118.432.11%0.203840877905.00.00SUMINISTRO E INSTALACIONES59,794.4158,533.06564.5259,097.58696.8305.01.00RED DE TUBERIAS57,957.0657,392.54564.5257,957.060.0005.01.01TUBERIA MATRIZ PVC DE 8"ML328.0056.8518,646.80328.0018,646.800.000.000.00%328.0018,646.80100.00%0.000.000.00%005.01.02TUBERIA MATRIZ PVC DE 10"ML510.0056.8528,993.50500.0728,428.989.93564.521.95%510.0028,993.50100.00%0.000.000.00%0.019470588205.01.03TUBERIA CONEXIN SUMIDERO A MATRIZ UPVC 6"ML137.9874.7710,316.76137.9810,316.760.000.000.00%137.9810,316.76100.00%0.000.000.00%005.02.00INSTALACIONES METALICAS1,837.351,140.520.001,140.52696.8305.02.01VENTANA PARA SUMIDERO (0,70x0,25m) fierros 1/2 "ventana 70x30UND27.0068.051,837.3516.761,140.520.000.000.00%16.761,140.5262.07%10.24696.8337.93%0.379259259306.00.00VARIOS6,892.284,051.280.004,051.282,841.0106.01.00TAJEA EN PROG 0+5204,051.284,051.280.004,051.280.0006.01.01TUBERIA UPVC 10" PROG 0+520ML15.00248.243,723.6015.003,723.600.000.000.00%15.003,723.60100.00%0.000.000.00%006.01.02CONCRETO Fc=175 kg/cm2 en caja rompe presionM31.22248.24302.851.22302.850.000.000.00%1.22302.85100.00%0.000.000.00%006.01.03CONCRETO Fc=175 kg/cm2 en tapa de cajaM30.10248.2424.820.1024.820.000.000.00%0.1024.82100.00%0.000.000.00%006.02.00TAJEA CONCRETO PROG 0+9302,841.010.000.000.002,841.0106.02.01EXCAVACIONES MANUALESM35.4025.58138.130.000.000.000.000.00%0.000.000.00%5.40138.13100.00%106.02.02ENCOFRADO Y DESENCOFRADOM236.0024.54883.440.000.000.000.000.00%0.000.000.00%36.00883.44100.00%106.02.03SOLADO CONCRETO fc=140KG/CM2M30.90220.00198.000.000.000.000.000.00%0.000.000.00%0.90198.00100.00%106.02.04CONCRETO Fc=175 kg/cm2 en pontonm32.70248.24670.250.000.000.000.000.00%0.000.000.00%2.70670.25100.00%106.02.05ACERO FY=4200 KG/CM2KG169.865.60951.190.000.000.000.000.00%0.000.000.00%169.86951.19100.00%1PAVIMENTO RIGIDO07.00.00OBRAS PROVISIONALES3,231.422,631.42300.002,931.42300.0007.01.00ALMACEN Y CASETA DE GUARDIANIAdia150.0010.001,500.0090.00900.0030.00300.0020.00%120.001,200.0080.00%30.00300.0020.00%0.407.02.00MOVILIZACION DE EQUIPO Y MAQUINARIASglb1.00480.00480.001.00480.000.000.000.00%1.00480.00100.00%0.000.000.00%007.03.00CARTE DE IDENTIFICACION DE OBRAund1.001,251.421,251.421.001,251.420.000.000.00%1.001,251.42100.00%0.000.000.00%008.00.00TRABAJOS PRELIMNARES17,131.3917,131.390.0017,131.390.0008.01.00TRAZO DE NIVELES Y REPLANTEO (GENERAL)m27,344.001.067,784.647344.007,784.640.000.000.00%7,344.007,784.64100.00%0.000.000.00%008.02.00DEMOLICION DE PAVIMENTO EXISTENTEm2518.4018.039,346.75518.409,346.750.000.000.00%518.409,346.75100.00%0.000.000.00%009.00.00MOVIMIENTO DE TIERRAS10,516.2010,115.760.0010,115.76399.7009.01.00CORTE DE TERRENO A NIVEL DE SUB RASANTEm32,570.403.699,484.782570.209,484.040.000.000.00%2,570.209,484.0499.99%0.200.000.00%0.000077808909.02.00EXCAVACION MANUAL PARA BADENM323.729.37222.266.9765.310.000.000.00%6.9765.3129.38%16.75156.9570.62%0.706155143309.03.00EXCAVACION MANUAL PARA SARDINELM386.369.37809.1760.45566.420.000.000.00%60.45566.4270.00%25.91242.7630.00%0.300004516110.00.00ELIMINACION DE MATERIAL EXEDENTE82,344.2765,360.330.0065,360.3316,983.9510.01.00ACARREO INTERNO DE MATERIALm33,216.5715.3049,213.572382.1936,447.510.000.000.00%2,382.1936,447.5174.06%834.3812,766.0625.94%0.259401287610.02.00TRANSPORTE DE CARGIO(ELIMINACION)M33,216.5710.3033,130.702807.0728,912.820.000.000.00%2,807.0728,912.8287.27%409.504,217.8812.73%0.127310404411.00.00PAVIMENTO RIGIDO1,068,791.01722,701.460.00722,701.46346,089.5511.01.00MEJORAMIENTO DE LA SUB RASANTE248,404.79185,211.450.00185,211.4563,193.3511.01.01EXTRACCION DE MATERIAL P/MEJ. DE SUB RASANTEM31,321.9279.30104,828.26973.5277,200.140.000.000.00%973.5277,200.1473.64%348.4027,628.1226.36%0.263556039711.01.02SELECCIN DE MATERIAL P7MEJ.SUB RASANTE(ZARANDEADO)M31,101.6051.0156,192.62786.8940,139.260.000.000.00%786.8940,139.2671.43%314.7116,053.3628.57%0.28568445911.01.03CARGUIO P/MEJ. DE SUB RASANTE DE LA SELLECCION DEL MATERIALM31,101.6027.5530,349.08830.4822,879.720.000.000.00%830.4822,879.7275.39%271.127,469.3624.61%0.246114742211.01.04TRANSORTE P/MEJ. DE SUB RASANTE DE LA SELLECCION DEL MATERIALM31,101.6015.3016,854.48694.4910,625.700.000.000.00%694.4910,625.7063.04%407.116,228.7836.96%0.369562454611.01.05EXTR. RIEGO Y COMPACTACION MEJORAM. SUB RASANTE e= 0.15 MTS.M27,581.205.3040,180.366484.2734,366.630.000.000.00%6,484.2734,366.6385.53%1,096.935,813.7314.47%0.144690814111.02.00SUB BASE GRANULAR820,386.22537,490.010.00537,490.01282,896.2011.02.01EXTRACCION DE MATERIAL P/MEJ. DE SUB BASEM31,812.2179.30143,708.251201.5095,278.950.000.000.00%1,201.5095,278.9566.30%610.7148,429.3033.70%0.336997367911.02.02SELECCIN DE MATERIAL P7MEJ.SUB BASE(ZARANDEADO)M31,812.2151.0192,440.831342.7368,492.660.000.000.00%1,342.7368,492.6674.09%469.4823,948.1725.91%0.259064898711.02.03CARGUIO P/MEJ. DE SUB BASE DE LA SELLECCION DEL MATERIALM31,812.2127.5549,926.391060.5029,216.780.000.000.00%1,060.5029,216.7858.52%751.7120,709.6141.48%0.414802920211.02.04EXTENDIDO Y RIEGO COMPACTADOM27,344.005.3038,923.204517.4123,942.270.000.000.00%4,517.4123,942.2761.51%2,826.5914,980.9338.49%0.384884259311.02.05ENCOFRADO Y DESENCOFRADO DE LOSAM21,387.2028.7839,923.62884.5325,456.770.000.000.00%884.5325,456.7763.76%502.6714,466.8436.24%0.362363033411.02.06CONCRETO fc=210 kg/cm2M31,550.96281.26436,223.011004.75282,595.990.000.000.00%1,004.75282,595.9964.78%546.21153,627.0235.22%0.352175426811.02.07ACERO fy=4200kg/cm2kg3,492.005.5119,240.922269.8012,506.600.000.000.00%2,269.8012,506.6065.00%1,222.206,734.3235.00%0.3512.00.00BADEN INTERSECCION DE VIAS Y SARDINELES144,348.53100,964.400.00100,964.4043,384.1312.01.00BADEN INTERSECCION DE VIAS6,785.821,993.980.001,993.984,791.8412.01.01ENCOFRADO Y DESENCOFRADO DE BADENM223.7221.24503.816.97148.040.000.000.00%6.97148.0429.38%16.75355.7770.62%0.706155143312.01.02CONCRETO fc=210 kg/cm2 en BADENM323.72264.846,282.006.971,845.930.000.000.00%6.971,845.9329.38%16.754,436.0770.62%0.706155143312.02.00SARDINEL EXPUESTO137,562.7198,970.420.0098,970.4238,592.2912.02.01ENCOFRADO DESENCOFRADO SARDINEL EXPUESTOM21,968.0051.02100,407.361421.8772,543.810.000.000.00%1,421.8772,543.8172.25%546.1327,863.5527.75%0.277505081312.02.02CONCRETO fc=175kg/cm2 en sardinelM3147.60251.7337,155.35104.9826,426.620.000.000.00%104.9826,426.6271.12%42.6210,728.7328.88%0.288753387513.00.00OBRAS DE CONCRETO ARMADO64,304.0552,154.040.0052,154.0412,150.0013.01.00MURO DE CONTENCION64,304.0552,154.040.0052,154.0412,150.0013.01.01EXCAVACION MANUALM3318.0026.398,392.02318.008,392.020.000.000.00%318.008,392.02100.00%0.000.000.00%013.01.02RELLENO CON MATERIAL SELECCIONADOM3156.0036.055,623.80156.005,623.800.000.000.00%156.005,623.80100.00%0.000.000.00%013.01.03CONCRETO fc=210 kg/cm2 en MurosM381.60265.6921,680.3035.879,530.300.000.000.00%35.879,530.3043.96%45.7312,150.0056.04%0.560416666713.01.04ENCOFRADO Y DESENCOFRADO EN MUROSM2561.0028.4115,938.01561.0015,938.010.000.000.00%561.0015,938.01100.00%0.000.000.00%013.01.05ACERO DE REFUEZO FY=4200 kg/cm2kg2,450.665.1712,669.912450.6612,669.910.000.000.00%2,450.6612,669.91100.00%0.000.000.00%014.00.00JUNTAS DE DILATACION8,756.282,189.070.002,189.076,567.2114.01.00JUNTAS ASFALTICAS8,756.282,189.070.002,189.076,567.2114.01.01RELLENO DE JUNTAS CON ASFALTOML3,367.802.608,756.28841.952,189.070.000.000.00%841.952,189.0725.00%2,525.856,567.2175.00%0.7515.00.00SEALIZACION19,345.303,016.000.003,016.0016,329.3015.01.00SEALIZACION HORIZONTAL19,345.303,016.000.003,016.0016,329.3015.01.01PINTURA LINEAL EN SARDINELML1,879.264.468,381.50400.001,784.000.000.000.00%400.001,784.0021.28%1,479.266,597.5078.72%0.787150261315.01.02PINTURA LINELA DISCONTINUA EJE VIAML1,000.006.166,160.00200.001,232.000.000.000.00%200.001,232.0020.00%800.004,928.0080.00%0.815.01.03PINTURA ZONAL (CRUCE PEATONAL)M220.0010.11202.200.000.000.000.000.00%0.000.000.00%20.00202.20100.00%115.01.04SEALIZACION REGLAMENTARIASUND32.0018.80601.600.000.000.000.000.00%0.000.000.00%32.00601.60100.00%115.01.05SEALES DE TRANSITOUND20.00200.004,000.000.000.000.000.000.00%0.000.000.00%20.004,000.00100.00%116.00.00VARIOS1,296.00219.600.00219.601,076.4016.01.00LIMPIEZA FINAL DE OBRAM27,200.000.181,296.001220.00219.600.000.000.00%1,220.00219.6016.94%5,980.001,076.4083.06%0.830555555617.00.00PLACA RECORDATORIA802.120.000.000.00802.1217.01.00PLACA RECORDATORIAUND1.00802.12802.120.000.000.000.000.00%0.000.000.00%1.00802.12100.00%1COSTO DIRECTO TOTAL1,574,019.931,112,015.958,290.601,120,275.43453,803.84GASTOS GENERALES 15%236,102.99166,802.391,243.59168,041.3168,070.58SUB TOTAL1,810,122.921,278,818.359,534.191,288,316.75521,874.41EXPEDIENTE TECNICO22,000.0015,542.59115.8815,658.476,342.79SUPERVISION60,000.0042,388.89316.0342,704.9217,298.53COSTO DE LA OBRA1,892,122.9270.65%1,336,749.830.53%9,966.1071.17%1,346,680.1428.83%545,515.74