valorizacion 900 – [XLS Document]

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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 (0,70×0,25m) 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