VALORIZACION N 01 OCTUBRE MODIFICADO 01.xlsx

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RESUMENAUTORIZACION PAGO DE VALORIZACION DE OBRA N 01Mes: ABRIL 2014

OBRA : REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS - CCAPACCALLA - SOCCACANCHA - TAYPICHA - TURPO - BELEN DE ANTA, DEL DIST. DE TURPO, PROV. DE ANDAHUAYLAS - APURIMACPROPIETARIO : MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASUBICACIN:CONTRATISTA : CONSORCIO BELEN ANTALOCALIDAD: MULTICOMUNALINICIO DE OBRA:26 DE MARZO DEL 2014INSPECTOR: Ing. LEONEL VARGAS ESCOBAR CIP N 133064DISTRITO: TURPOPLAZO BASE: 240 DIAS CALENDARIOSRESIDENTE : Ing. OSCAR MIGUEL CUCHULA ZEVALLOS CIP N 125196PROVINCIA: ANDAHUAYLASTERM. CONTRACT.: 20 DE NOVIEMBRE DEL 2014MES VALORIZ.: ABRIL - 2014DEPARTAMENTO: APURIMACPPTO. CONTRATADO 4,611,150.56(Inc. I.G.V.)

DESCRIPCIONMONTO DEL CONTRATO S/IGVVALORIZACIN ACTUALVALORIZACIN ACTUALACUMULADOSALDO

ANTERIORANTERIORACTUAL%MONTO%

CAMINO VECINAL3,907,754.7110,173.46945,696.22945,696.2224.20%2,962,058.4975.80%

TOTAL CONTRACTUAL3,917,928.1710,173.46945,696.220.00945,696.2224.14%2,962,058.4975.60%

REAJUSTES (R)VALORIZACIN N 020.000.000.00

TOTAL REAJUSTES0.00

DEDUCCIN QUE NO CORRESPONDE (D)POR ADELANTO EFECTIVO0.000.000.00POR ADELANTO DE MATERIALES0.000.000.00

TOTAL DE DEDUCCINES0.00

VALORIZACIN BRUTA (VB = V + R - D)945,696.22

AMORTIZACIONES (A)AMORTIZACION ADELANTO EN EFECTIVO0.000.000.00%0.000.00%AMORTIZACION ADELANTO DE MATERIALES0.000.000.000.00%0.000.00%

TOTAL AMORTIZACIONES0.000.000.000.000.00

VALORIZACIN NETA (VN = VB - A)945,696.22

MONTOS A PAGAR AL CONTRATISTAEN EFECTIVO (VN )945,696.22I.G.V.170,225.32MONTO TOTAL CON IGV1,115,921.54

TOTAL COMPROMISO A SOLICITAR A FAVOR DEL CONTRATISTA1115921.54191

2,145.00327.201,817.802%36.36363.56

ESTRUCTURAS 998,773.82ARQUITECTURA 622,655.97INSTALACIONES ELECTRICAS 56,696.47ESTRUCTURAS 34,789.97COSTO DIRECTO S/.1,712,916.23GASTOS GENERALES 8%137,033.30UTILIDAD 8%137,033.30SUB TOTAL I1,986,982.83IGV 18%357,656.91SUB TOTAL II2,344,639.74EQUIPAMIENTO152,145.00ACOMPAAMIENTO PEDAGOGICO12,880.00ASISTENCIA TECNICA EN LA ELABORACION DE MEDIOS Y MATERIALES12,880.00TOTAL PRESUPUESTO S/.2,522,544.74

RESUM_VAL N01

RESUMEN DE VALORIZACION MENSUAL N 01(DEL 26 DE MARZO AL 30 DE ABRIL DEL 2014)4

OBRA : REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS - CCAPACCALLA - SOCCACANCHA - TAYPICHA - TURPO - BELEN DE ANTA, DEL DIST. DE TURPO, PROV. DE ANDAHUAYLAS - APURIMACUBICACIN : MULTICUMUNAL/ TURPO/ ANDAHUAYLAS/ APURIMACPROPIETARIO : MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASCONTRATISTA : CONSORCIO BELEN ANTAINSPECTOR: Ing. LEONEL VARGAS ESCOBAR CIP N 133064RESIDENTE : Ing. OSCAR MIGUEL CUCHULA ZEVALLOS CIP N 125196MES VALORIZADO : ABRIL - 2014

DESCRIPCIONMONTOVALORIZACION%SALDOCONTRATOAVANCEPOR(S/IGV)ANTERIORACTUALACUMULADOACUM.VALORIZAR

A:VALORIZACION CONTRACTUALCAMINO VECINAL3,907,754.710.00945,696.22945,696.2224.20%2,962,058.49

COSTO DE OBRA VALORIZADO (A)3,907,754.710.00945,696.22945,696.222,962,058.49

AVANCE FISICO DE OBRA REAL0.00%24.20%24.20%75.80%SITUACIN ACTUAL DE LA OBRAAVANCE FISICO DE PROGRAMADO0.00%0.18%0.18%99.82%

B:REAJUSTESADELANTADAESTRUCTURAS0.000.000.00ARQUITECTURA0.000.000.00134.45%INSTALACIONES ELECTRICAS0.000.000.00INSTALACIONES SANITARIAS0.000.000.00EQUIPAMIENTO0.000.000.00ACOMPAAMIENTO PEDAGOGICO0.000.000.0013445%ASIST. TEC. EN LA ELAB.MEDIOS/MATERIALESTOTAL REAJUSTE (B)0.000.000.00

VALORIZACION BRUTA (VB=A+B)0.00945,696.22945,696.22

C:DEDUCCIONESDEDUCCION ADELANTO EN EFECTIVO0.000.000.00DEDUCCION ADELANTO DE MATERIAL0.000.000.00

TOTAL DEDUCCION (C)0.000.000.00

D:AMORTIZACIONESAMORTIZACION ADELANTO EFECTIVO0.000.000.000.000.00AMORTIZACION ADELANTO DE MATERIAL 0.000.000.00

TOTAL AMORTIZACION (D)0.000.000.000.000.00

VALORIZACION NETA (VN=VB-D-C)0.00945,696.22945,696.22

E:RETENCIONESGASTOS DE LICITACION0.000.000.00MULTA POR ATRASO DE OBRA0.000.000.00TOTAL (E)0.000.000.00

F:MONTO A CANCELAR AL CONTRATISTAEN EFECTIVO (VN-E)0.00945,696.22945,696.22EN I.G.V. (18%*VN)0.00170,225.32170,225.32TOTAL (F)0.001,115,921.541,115,921.54

TOTAL COMPROMISO A SOLICITAR S/.0.001,115,921.541,115,921.54179,457.09

VAL-01 ABRVALORIZACION DE OBRA N 01(DEL 26 DE MARZO AL 30 DE ABRIL DEL 2014)

OBRA : REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS - CCAPACCALLA - SOCCACANCHA - TAYPICHA - TURPO - BELEN DE ANTA, DEL DIST. DE TURPO, PROV. DE ANDAHUAYLAS - APURIMACPROPIETARIO : MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASUBICACIN:CONTRATISTA : CONSORCIO BELEN ANTALOCALIDAD: MULTICOMUNALINICIO DE OBRA:26 DE MARZO DEL 2014INSPECTOR: Ing. LEONEL VARGAS ESCOBAR CIP N 133064DISTRITO: TURPOPLAZO BASE: 240 DIAS CALENDARIOSRESIDENTE : Ing. OSCAR MIGUEL CUCHULA ZEVALLOS CIP N 125196PROVINCIA: ANDAHUAYLASTERMINO CONTRACTUAL:: 20 DE NOVIEMBRE DEL 2014MES VALORIZ.: ABRIL - 2014DEPARTAMENTO: APURIMACPPTO. CONTRATADO 4611150.56(Inc. I.G.V.)

ITEMDESCRIPCINUNDPRESUPUESTOAVANCES DE OBRASALDOMETRADOP. UNIT. S/.PRESUP. S/.ANTERIORACTUALACUMULADOMETRA.VALORIZ. S/.%METRA.VALORIZ. S/.%METRA.VALORIZ. S/.%METRA.VALORIZ. S/.%01OBRAS PROVISIONALES5,728.410.05,728.415,728.410.0101.01 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40Mund1.001,338.011,338.010.000.001.001,338.01100.001.001,338.01100.000.000.000.00201.02 CAMPAMENTO PROVISIONAL DE LA OBRAm280.0054.884,390.400.000.0080.004,390.40100.0080.004,390.40100.000.000.000.00302OBRAS PRELIMINARES42,023.400.031,638.3331,638.3310,385.07402.01 TRAZO, NIVELACION Y REPLANTEO CON EQUIPO TOP.KM39.26254.9310,008.550.000.0039.2610,008.55100.0039.2610,008.55100.000.000.000.00502.02 REPLANTEO DURANTE EL PROCESO DE EJECUCIONKM39.26544.7521,386.890.000.0028.0015,253.0071.3228.0015,253.0071.3211.266,133.8928.68602.03 MOVILIZACION Y DESMOVILIZACION MAQUINARIA A OBRAGLB1.0010,627.9610,627.960.000.000.606,376.7860.000.606,376.7860.000.404,251.1840.00703MOVIMIENTO DE TIERRAS947,021.600.0666,607.87666,607.87280,413.74803.01 CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m372,030.873.07221,134.770.000.0050693.59155,629.3270.3850,693.59155,629.3270.3821,337.2865,505.4529.62903.02 CORTE EN ROCA SUELTA (PERF. Y DISPARO) R=250 M3,COMPRESORA 250 HP (2300-3800 msnm)m38,474.229.0376,522.210.000.005963.9553,854.4770.385,963.9553,854.4770.382,510.2722,667.7429.621003.03 CORTE EN ROCA FIJA (PERF. Y DISPARO) R=260 M3, COMPRESORA 150HP 600-590 PCM (2300-3800 msnm)m34,237.1115.5866,014.170.000.002981.9846,459.2570.382,981.9846,459.2570.381,255.1319,554.9329.621103.04 EXCAV. DESQ. Y PEYNADO DE TALUD ROCA DURA R=350 M3 TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m34,237.114.8020,338.130.000.002981.9814,313.5070.382,981.9814,313.5070.381,255.136,024.6229.621203.05 CONFORMACION DE TERRAPLENES C/MATERIAL PROPIOm34,048.113.7315,099.450.000.002810.7910,484.2569.432,810.7910,484.2569.431,237.324,615.2030.571303.06 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm380,694.096.79547,912.870.000.0056828.73385,867.0870.4256,828.73385,867.0870.4223,865.36162,045.7929.581404AFIRMADO DE PLATAFORMA DE VIA842,679.780.081,722.4181,722.41760,957.371504.01 PERFILADO Y COMPACTADO DE LA SUBRASANTEm2215,930.001.06228,885.800.000.0055000.0058,300.0025.4755,000.0058,300.0025.47160,930.00170,585.8074.531604.02 EXTRACCION Y APILAMIENTO DE MATERIAL AFIRMADO RENDIMIENTO=370 M3/DIAm338,867.402.95114,658.830.000.007939.823,422.4120.437,939.8023,422.4120.4330,927.6091,236.4279.571704.03 ZARANDEO DE MATERIALm338,867.402.5799,889.220.000.000.000.000.000.000.0038,867.4099,889.22100.001804.04 CARGUIO RENDIMIENTO= 750 M3/DIAm338,867.401.7668,406.620.000.000.000.000.000.000.0038,867.4068,406.62100.001904.05 TRANSPORTE DE MATERIAL PARA LASTRADO RENDIMIENTO=360.6 M3/DIAm338,867.404.52175,680.650.000.000.000.000.000.000.0038,867.40175,680.65100.002004.06 RIEGO RENDIMIENTO = 65 M3/DIAm311,660.229.74113,570.540.000.000.000.000.000.000.0011,660.22113,570.54100.002104.07 AFIRMADO E = 0.15M. + ESTABILIZADORm238,867.401.0741,588.120.000.000.000.000.000.000.0038,867.4041,588.12100.002204.08 CUNETAS49,467.600.012,600.0012,600.0036,867.60235500004.08.01 EXCAVACION DE CUNETAS EN MAT. SUELTOm39,260.001.2649,467.600.000.0010000.0012,600.0025.4710,000.0012,600.0025.4729,260.0036,867.6074.532404.09 PAVIMENTACION AV. LOS LIRIOS2504.09.01 OBRAS PROVISIONALES2,628.770.00.00.02,628.772604.09.01.01 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40Mund1.001,103.331,103.330.000.000.000.000.000.000.001.001,103.33100.002704.09.01.02 ALQUILER DE LOCAL DE OBRAmes4.00381.361,525.440.000.000.000.000.000.000.004.001,525.44100.002804.09.02 TRABAJOS PRELIMINARES5,068.800.00.00.05,068.802904.09.02.01 LIMPIEZA DE TERRENO MANUALm22,560.001.263,225.600.000.000.000.000.000.000.002,560.003,225.60100.003004.09.02.02 TRAZO Y REPLANTEO CON EQUIPOm22,560.000.721,843.200.000.000.000.000.000.000.002,560.001,843.20100.003104.09.03 MOVIMIENTO DE TIERRAS68,626.660.00.00.068,626.663204.09.03.01 CORTE DE MATERIAL SUELTO RENDIMIENTO=460 M3/DIAm31,658.404.136,849.190.000.000.000.000.000.000.001,658.406,849.19100.003304.09.03.02 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm31,990.085.4010,746.430.000.000.000.000.000.000.001,990.0810,746.43100.003404.09.03.03 PERFILADO Y COMPACTADO DE SUB RASANTEm32,560.003.739,548.800.000.000.000.000.000.000.002,560.009,548.80100.003504.09.03.04 CONFORMACION DE SUB BASE C/MATERIAL PRESTAMOm3512.0040.2120,587.520.000.000.000.000.000.000.00512.0020,587.52100.003604.09.03.05 CONFORMACION DE BASE C/MATERIAL PRESTAMOm3512.0040.8120,894.720.000.000.000.000.000.000.00512.0020,894.72100.003704.09.04 PAVIMENTO215,171.820.00.00.0215,171.823804.09.04.01 ENCOFRADO Y DESENCOFRADOm2400.4027.1410,866.860.000.000.000.000.000.000.00400.4010,866.86100.003904.09.04.02 CONCRETO F'c=210 KG/CM2 EN LOSASm3512.00360.17184,407.040.000.000.000.000.000.000.00512.00184,407.04100.004004.09.04.03 JUNTAS CON RELLENO ASFALTICO E=1" EN CONCRETO FC=210KG/CM2m1,242.006.568,147.520.000.000.000.000.000.000.001,242.008,147.52100.004104.09.04.04 CURADO DE CONCRETOm22,560.004.5911,750.400.000.000.000.000.000.000.002,560.0011,750.40100.004204.09.05 PRUEBAS DE CONTROL DE CALIDAD2,669.350.00.00.02,669.354304.09.05.01 PRUEBA DE COMPACTACION DE SUELOSund4.00254.241,016.960.000.000.000.000.000.000.004.001,016.96100.004404.09.05.02 PRUEBA DE DISEO DE MEZCLAS DE CONCRETOund1.00635.59635.590.000.000.000.000.000.000.001.00635.59100.004504.09.05.03 PRUEBA DE CALIDAD DE CONCRETOund40.0025.421,016.800.000.000.000.000.000.000.0040.001,016.80100.004604.09.06 VARIOS2,099.200.00.00.02,099.204704.09.06.01 LIMPIEZA GENERAL DE OBRAm22,560.000.822,099.200.000.000.000.000.000.000.002,560.002,099.20100.004804.09.07 PINTADO DE MARCAS EN EL PAVIMENTO318.080.00.00.0318.084904.09.07.01 PINTURA DE TRANSITO EN PAVIMENTOSm232.009.94318.080.000.000.000.000.000.000.0032.00318.08100.005005OBRAS DE ARTE Y DRENAJE5105.01 CONSTRUCCION DE PONTON (02 UND, L=6.00M)5205.01.01 TRABAJOS PRELIMINARES217.500.0108.75108.75108.755305.01.01.01 TRAZO Y REPLANTEO CON EQUIPOm2302.080.72217.500.000.00151.04108.7550.00151.04108.7550.00151.04108.7550.005405.01.02 MOVIMIENTO DE TIERRAS3,103.770.0227.04227.042,876.735505.01.02.01 EXCAVACIONES MASIVAS EN MATERIAL SATURADOm3423.033.221,362.160.000.0070.51227.0416.6770.51227.0416.67352.521,135.1183.3305.01.02.02 RELLENO CON MAT. PRESTAMO COMPACTADOm333.7051.681,741.620.000.000.000.000.000.000.0033.701,741.62100.0005.01.03 ESTRIBOS88,701.390.00.00.088,701.3905.01.03.01 SOLADO PARA ESTRIBOS E = 4"m297.8030.913,023.000.000.000.000.000.000.000.0097.803,023.00100.0005.01.03.02 CONCRETO F'C= 210 KG/CM2 EN PONTONm3202.45360.1772,916.420.000.000.000.000.000.000.00202.4572,916.42100.0005.01.03.03 ENCOFRADO Y DESENCOFRADOm2401.8827.1410,907.020.000.000.000.000.000.000.00401.8810,907.02100.0005.01.03.04 REVESTIMIENTO DE SUPERFICIEm2102.5418.091,854.950.000.000.000.000.000.000.00102.541,854.95100.0005.01.04 LOSA28,736.290.00.00.028,736.2905.01.04.01 CONCRETO F'C= 210 KG/CM2 EN PONTONm331.42360.1711,316.540.000.000.000.000.000.000.0031.4211,316.54100.0005.01.04.02 ACERO GRADO 60 FY=4200KG/CM2 PARA PUENTESkg3,197.994.5614,582.830.000.000.000.000.000.000.003,197.9914,582.83100.0005.01.04.03 ENCOFRADO Y DESENCOFRADOm280.0027.142,171.200.000.000.000.000.000.000.0080.002,171.20100.0005.01.04.04 REVESTIMIENTO DE SUPERFICIEm236.8018.09665.710.000.000.000.000.000.000.0036.80665.71100.0005.01.05 FALSO PUENTE17,212.380.00.00.017,212.3805.01.05.01 HABILITACION DE SOLERAS Y PUNTALESm263.92269.2817,212.380.000.000.000.000.000.000.0063.9217,212.38100.0005.01.06 OTROS27,569.140.00.00.027,569.1405.01.06.01 BARANDA PARA PUENTESm27.20452.2412,300.930.000.000.000.000.000.000.0027.2012,300.93100.0005.01.06.02 APOYO FIJOund4.001,043.884,175.520.000.000.000.000.000.000.004.004,175.52100.0005.01.06.03 APOYO MOVILund4.001,890.977,563.880.000.000.000.000.000.000.004.007,563.88100.0005.01.06.04 JUNTAS DE DILATACION EN PUENTEm20.80165.173,435.540.000.000.000.000.000.000.0020.803,435.54100.0005.01.06.05 TUBERIA DE DRENAJEm8.0011.6693.280.000.000.000.000.000.000.008.0093.28100.0005.02 CONSTRUCCION DE PONTON (01 UND, L=4.00M)05.02.01 TRABAJOS PRELIMINARES108.750.00.00.0108.7505.02.01.01 TRAZO Y REPLANTEO CON EQUIPOm2151.040.72108.750.000.000.000.000.000.000.00151.04108.75100.0005.02.02 MOVIMIENTO DE TIERRAS1,551.900.00.00.01,551.9005.02.02.01 EXCAVACIONES MASIVAS EN MATERIAL SATURADOm3211.523.22681.090.000.000.000.000.000.000.00211.52681.09100.0005.02.02.02 RELLENO CON MAT. PRESTAMO COMPACTADOm316.8551.68870.810.000.000.000.000.000.000.0016.85870.81100.0005.02.03 ESTRIBOS44,352.490.00.00.044,352.4905.02.03.01 SOLADO PARA ESTRIBOS E = 4"m248.9030.911,511.500.000.000.000.000.000.000.0048.901,511.50100.0005.02.03.02 CONCRETO F'C= 210 KG/CM2 EN PONTONm3101.23360.1736,460.010.000.000.000.000.000.000.00101.2336,460.01100.0005.02.03.03 ENCOFRADO Y DESENCOFRADOm2200.9427.145,453.510.000.000.000.000.000.000.00200.945,453.51100.0005.02.03.04 REVESTIMIENTO DE SUPERFICIEm251.2718.09927.470.000.000.000.000.000.000.0051.27927.47100.0005.02.04 LOSA12,255.440.00.00.012,255.4405.02.04.01 CONCRETO F'C= 210 KG/CM2 EN PONTONm311.09360.173,994.290.000.000.000.000.000.000.0011.093,994.29100.0005.02.04.02 ACERO GRADO 60 FY=4200KG/CM2 PARA PUENTESkg1,598.994.567,291.390.000.000.000.000.000.000.001,598.997,291.39100.0005.02.04.03 ENCOFRADO Y DESENCOFRADOm227.2027.14738.210.000.000.000.000.000.000.0027.20738.21100.0005.02.04.04 REVESTIMIENTO DE SUPERFICIEm212.8018.09231.550.000.000.000.000.000.000.0012.80231.55100.0005.02.05 FALSO PUENTE6,074.960.00.00.06,074.9605.02.05.01 HABILITACION DE SOLERAS Y PUNTALESm222.56269.286,074.960.000.000.000.000.000.000.0022.566,074.96100.0005.02.06 OTROS11,975.610.00.00.011,975.6105.02.06.01 BARANDA PARA PUENTESm9.60452.244,341.500.000.000.000.000.000.000.009.604,341.50100.0005.02.06.02 APOYO FIJOund2.001,043.882,087.760.000.000.000.000.000.000.002.002,087.76100.0005.02.06.03 APOYO MOVILund2.001,890.973,781.940.000.000.000.000.000.000.002.003,781.94100.0005.02.06.04 JUNTAS DE DILATACION EN PUENTEm10.40165.171,717.770.000.000.000.000.000.000.0010.401,717.77100.0005.02.06.05 TUBERIA DE DRENAJEm4.0011.6646.640.000.000.000.000.000.000.004.0046.64100.0005.03 MEJORAMIENTO DE PUENTE EXISTENTE (L=13M)14,199.590.00.00.014,199.5905.03.01 BARANDA PARA PUENTESm27.60452.2412,481.820.000.000.000.000.000.000.0027.6012,481.82100.0005.03.02 JUNTAS DE DILATACION EN PUENTEm10.40165.171,717.770.000.000.000.000.000.000.0010.401,717.77100.0005.04 CONSTRUCCION DE MUROS DE CONTENCION164,886.270.00.00.0164,886.2705.04.01 TRAZO Y REPLANTEOm2378.003.201,209.600.000.000.000.000.000.000.00378.001,209.60100.0005.04.02 EXCAVACION MANUAL EN TERRENO NORMALm3453.6014.126,404.830.000.000.000.000.000.000.00453.606,404.83100.0005.04.03 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm3567.005.403,061.800.000.000.000.000.000.000.00567.003,061.80100.0005.04.04 PERFILADO Y COMPACTADO DE FONDO DE MUROS (MANUAL)m2378.001.91721.980.000.000.000.000.000.000.00378.00721.98100.0005.04.05 ENCOFRADO Y DESENCOFRADOm2789.0427.1421,414.550.000.000.000.000.000.000.00789.0421,414.55100.0005.04.06 CONCRETO F'C=140 KG/CM2 + 70% PGm3765.00127.0897,216.200.000.000.000.000.000.000.00765.0097,216.20100.0005.04.07 RELLENO CON MAT. PRESTAMO COMPACTADOm3540.0051.6827,907.200.000.000.000.000.000.000.00540.0027,907.20100.0005.04.08 JUNTAS DE CONSTRUCCION CON TECNOPORTm255.005.491,399.950.000.000.000.000.000.000.00255.001,399.95100.0005.04.09 TUBERIA DE DRENAJEm476.0011.665,550.160.000.000.000.000.000.000.00476.005,550.16100.0005.05 ALCANTARILLAS725,566.400.081,531.2281,531.22644,035.1805.05.01 DEMOLICION DE ESTRUCTURAS DE ALCANT. ANTIGUASm2243.0012.993,156.570.000.00120.001,558.8049.38120.001,558.8049.38123.001,597.7750.6205.05.02 TRAZO Y REPLANTEO EN ALCANTARILLASm23,652.313.5312,892.650.000.000.000.000.000.000.003,652.3112,892.65100.0005.05.03 EXCAVACION MANUAL EN TERRENO NORMALm33,566.1914.1250,354.600.000.000.000.000.000.000.003,566.1950,354.60100.0005.05.04 BASE CON MATERIAL PROPIO SELECCIONADOm3190.4819.623,737.220.000.000.000.000.000.000.00190.483,737.22100.0005.05.05 INSTAL. DE ALCANT. TMC.DIAM.=24",e=1.8mmm27.20392.0710,664.300.000.000.000.000.000.000.0027.2010,664.30100.0005.05.06 INSTAL. DE ALCANT. TMC.DIAM.=36",e=2.0mmm643.50427.66275,199.210.000.00187.0079,972.4229.06187.0079,972.4229.06456.50195,226.7970.9405.05.07 RELLENO CON MAT. PROPIO COMPACTADO R=600 M3 C/TRACTOR ORUGA D7G 190 - 240 HPm31,656.7542.1869,881.720.000.000.000.000.000.000.001,656.7569,881.72100.0005.05.08 SOLADO PARA ALCANTARILLASm285.2030.912,633.530.000.000.000.000.000.000.0085.202,633.53100.0005.05.09 ENCOFRADO Y DESENCOFRADOm21,609.2327.1443,674.500.000.000.000.000.000.000.001,609.2343,674.50100.0005.05.10 ENCOFRADO Y DESENCOFRADO EN LOSA DE ALCANT.m2942.8324.7823,363.330.000.000.000.000.000.000.00942.8323,363.33100.0005.05.11 CONCRETO F'c = 175 KG/CM2 + 30%PM, EN MUROS Y FONDO DE ALCANT.m3774.83256.40198,666.410.000.000.000.000.000.000.00774.83198,666.41100.0005.05.12 CONCRETO F'C=140 KG/CM2 + 30% PGm36.53206.691,349.690.000.000.000.000.000.000.006.531,349.69100.0005.05.13 CONCRETO PARA EMBOQUILLADO FC=140 KG/CM2 + 70 % PG.m2220.5148.7510,749.860.000.000.000.000.000.000.00220.5110,749.86100.0005.05.14 ELIMINACION MATERIAL EXCEDENTEm32,800.996.8719,242.800.000.000.000.000.000.000.002,800.9919,242.80100.0005.06 BADENES56,817.000.00.00.056,817.0005.06.01 DEMOLICION DE ESTRUCTURAS ANTIGUAS EN BADENESm2400.0012.995,196.000.000.000.000.000.000.000.00400.005,196.00100.0005.06.02 TRAZO Y REPLANTEO EN BADENm2492.003.731,835.160.000.000.000.000.000.000.00492.001,835.16100.0005.06.03 CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m3138.862.83392.970.000.000.000.000.000.000.00138.86392.97100.0005.06.04 SOLADO PARA ESTRUCTURAS E = 4"m21.3530.9141.730.000.000.000.000.000.000.001.3541.73100.0005.06.05 CONCRETO F'c = 175 KG/CM2 + 30%PM,m313.50256.403,461.400.000.000.000.000.000.000.0013.503,461.40100.0005.06.06 MAMPOSTERIA DE PIEDRAm314.9085.891,279.760.000.000.000.000.000.000.0014.901,279.76100.0005.06.07 CONCRETO F'C= 210 KG/CM2 EN BADENm3123.96317.3739,341.190.000.000.000.000.000.000.00123.9639,341.19100.0005.06.08 JUNTAS CON RELLENO ASFALTICO E=1" EN CONCRETO FC=210KG/CM2m142.006.56931.520.000.000.000.000.000.000.00142.00931.52100.0005.06.09 JUNTAS CON WATER STOPm142.0015.432,191.060.000.000.000.000.000.000.00142.002,191.06100.0005.06.10 ENCOFRADO Y DESENCOFRADO BADENm269.0017.521,208.880.000.000.000.000.000.000.0069.001,208.88100.0005.06.11 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm3173.585.40937.330.000.000.000.000.000.000.00173.58937.33100.0005.07 ZANJAS DE CORONACION10,500.430.00.00.010,500.4305.07.01 TRAZO Y REPLANTEOm2218.385.741,253.500.000.000.000.000.000.000.00218.381,253.50100.0005.07.02 EXCAVACION MANUAL EN TERRENO NORMALm3195.2016.483,216.900.000.000.000.000.000.000.00195.203,216.90100.0005.07.03 RELLENO MATERIAL PRESTAMO GRANULARm371.2045.233,220.380.000.000.000.000.000.000.0071.203,220.38100.0005.07.04 SUMINISTRO E INST. DE TUBERIA PVC PERFORADA PVC UF ISO 4435 D=150MMm122.0023.032,809.660.000.000.000.000.000.000.00122.002,809.66100.0006PRUEBAS DE CONTROL DE CALIDAD13,220.270.00.00.013,220.2706.01 PRUEBA DE DISEO DE MEZCLAS DE CONCRETOund3.00635.591,906.770.000.000.000.000.000.000.003.001,906.77100.0006.02 PRUEBA DE CALIDAD DE CONCRETOund45.0025.421,143.900.000.000.000.000.000.000.0045.001,143.90100.0006.03 PRUEBA DE COMPACTACION DE SUELOSund40.00254.2410,169.600.000.000.000.000.000.000.0040.0010,169.60100.0007SEALIZACIONES Y SEGURIDAD VIAL07.01 HITO KILOMETRICO2,599.390.00.00.02,599.3907.01.01 EXCAVACION MANUAL EN TERRENO NORMALm33.2916.4854.220.000.000.000.000.000.000.003.2954.22100.0007.01.02 CONCRETO F'C=140 KG/CM2m33.29249.89822.140.000.000.000.000.000.000.003.29822.14100.0007.01.03 ENCOFRADO Y DESENCOFRADOm214.9027.14404.390.000.000.000.000.000.000.0014.90404.39100.0007.01.04 CONCRETO F'C=175 KG/CM2m31.20279.88335.860.000.000.000.000.000.000.001.20335.86100.0007.01.05 ACERO GRADO 60 FY=4200KG/CM2kg153.264.16637.560.000.000.000.000.000.000.00153.26637.56100.0007.01.06 REVESTIMIENTO DE SUPERFICIEm214.9018.09269.540.000.000.000.000.000.000.0014.90269.54100.0007.01.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICOm214.905.0875.690.000.000.000.000.000.000.0014.9075.69100.0007.02 SEALIZACIONES INFORMATIVOS180,317.600.00.00.0180,317.6007.02.01 EXCAVACION MANUAL EN TERRENO NORMALm3151.2014.122,134.940.000.000.000.000.000.000.00151.202,134.94100.0007.02.02 CONCRETO F'C=140 KG/CM2m3151.20250.2137,831.750.000.000.000.000.000.000.00151.2037,831.75100.0007.02.03 ENCOFRADO Y DESENCOFRADOm2436.0041.3918,046.040.000.000.000.000.000.000.00436.0018,046.04100.0007.02.04 REVESTIMIENTO DE SUPERFICIEm2436.0018.097,887.240.000.000.000.000.000.000.00436.007,887.24100.0007.02.05 SEALES INFORMATIVOS INC/FABRIC. Y COLOC. (0.40x0.6M)und12.00418.935,027.160.000.000.000.000.000.000.0012.005,027.16100.0007.02.06 SEALES PREVENTIVAS INC/FABRIC. Y COLOC. (0.90x1.50M)und382.00280.61107,193.020.000.000.000.000.000.000.00382.00107,193.02100.0007.02.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICOm2436.005.042,197.440.000.000.000.000.000.000.00436.002,197.44100.0008MITIGACION AMBIENTAL86,899.940.013,034.9913,034.9973,864.9508.01 IMPACTO AMBIENTAL A TODO COSTOund1.0086,899.9486,899.940.000.000.1513,034.9915.000.1513,034.9915.000.8573,864.9585.0009CAPACITACION109,271.280.018,211.8818,211.8891,059.4009.01 CAPACITACIONmes6.004,500.0027,000.000.000.001.004,500.0016.671.004,500.0016.675.0022,500.0083.3309.02 PLAN DE MONITOREO ARQUEOLOGICOmes6.0013,711.8882,271.280.000.001.0013,711.8816.671.0013,711.8816.675.0068,559.4083.3310VARIOS52,792.070.018,477.2218,477.2234,314.8510.01 FLETE TERRESTREGLB1.0052,792.0752,792.070.000.000.3518,477.2235.000.3518,477.2235.000.6534,314.8565.00

COSTO DIRECTO3,842,433.340.00.00929,888.1224.20929,888.1324.202,912,545.2175.803,842,433.34GASTOS GENERALES DE OBRA 8%307,394.670.00.0074,391.0524.2074,391.0524.20233,003.6275.803,842,433.34UTILIDAD 5 %192,121.670.00.0046,494.4124.2046,494.4124.20145,627.2675.80========================================================================SUB TOTAL4,341,949.680.00.001,050,773.5824.201,050,773.5924.203,291,176.0975.804,341,949.68SUB TOTAL x F.R. (0.90)3,907,754.710.0945,696.22945,696.232,962,058.48IGV 18%703,395.850.00.00170,225.3224.20170,225.3224.20533,170.5375.804,341,949.68========================================================================COSTO TOTAL MONTO DE CONTRATO4,611,150.560.00.001,115,921.5424.201,115,921.5624.203,495,229.0175.804,611,150.564,611,150.560.00.0

4611150.56

CALENDCALENDARIO VALORIZADO DE AVANCE DE OBRA CON FECHA REAL DE INICIO DE OBRA

OBRA : REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS - CCAPACCALLA - SOCCACANCHA - TAYPICHA - TURPO - BELEN DE ANTA, DEL DIST. DE TURPO, PROV. DE ANDAHUAYLAS - APURIMACPROPIETARIO : MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASLOCALIDAD: MULTICOMUNALINICIO DE OBRA:26 DE MARZO DEL 2014CONTRATISTA : CONSORCIO BELEN ANTADISTRITO: TURPOPLAZO BASE: 240 DIAS CALENDARIOSSUPERVISOR : Ing. LEONEL VARGAS ESCOBAR CIP N 133064PROVINCIA: ANDAHUAYLASTERMINO CONTRACTUAL: 20 DE NOVIEMBRE DEL 2014RESIDENTE : Ing. OSCAR MIGUEL CUCHULA ZEVALLOS CIP N 125196DEPARTAMENTO: APURIMACPPTO. CONTRATADO 4,611,150.56

CdigoDescripcinApr-2014
COMPUTER: COMPUTER:May-2014
COMPUTER: COMPUTER:Jun-2014
COMPUTER: COMPUTER:Jul-2014
COMPUTER: COMPUTER:Aug-2014
COMPUTER: COMPUTER:Sep-2014
COMPUTER: COMPUTER:Oct-2014
COMPUTER: COMPUTER:Nov-2014
COMPUTER: COMPUTER:Dec-2014
COMPUTER: COMPUTER:Jan-2015
COMPUTER: COMPUTER:

Costo 26/03 - 30/0401/05-31/0501/06 - 30/0601/07 - 31/0701/08 - 31/0801/09- 30/0901/10 - 31/1001/11 - 20/1101/12 -31/1201/01 - 31/01Directo36D.C.31D.C.30D.C.31D.C.31D.C.30D.C.31D.C.20D.C.D.C.D.C.S/.36D.C.67D.C.97D.C.128D.C.159D.C.189D.C.220D.C.240D.C.240D.C.240D.C.%S/.%S/.%S/.%S/.%S/.%S/.%S/.%S/.%S/.%S/.01OBRAS PROVISIONALESCONFORME OK!ERROR:#VALUE!01.01 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40M1,338.01100%1,338.010.00.00.00.00.00.00.0CONFORME OK!ERROR:#VALUE!und01.02 CAMPAMENTO PROVISIONAL DE LA OBRA4,390.40100%4,390.400.00.00.00.00.00.00.0CONFORME OK!ERROR:#VALUE!m202OBRAS PRELIMINARESCONFORME OK!ERROR:#VALUE!02.01 TRAZO, NIVELACION Y REPLANTEO CON EQUIPO TOP.10,008.5580%8,006.8420%2,001.710.00.00.00.00.00.0CONFORME OK!ERROR:#VALUE!KM02.02 REPLANTEO DURANTE EL PROCESO DE EJECUCION21,386.8960%12,832.1340%8,554.750.00.00.00.00.00.0CONFORME OK!ERROR:#VALUE!KM02.03 MOVILIZACION Y DESMOVILIZACION MAQUINARIA A OBRA10,627.9670%7,439.5730%3,188.390.00.00.00.00.00.0CONFORME OK!ERROR:#VALUE!GLB03MOVIMIENTO DE TIERRASCONFORME OK!ERROR:#VALUE!03.01 CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)221,134.7760%132,680.8640%88,453.910.00.00.00.00.00.0CONFORME OK!ERROR:#VALUE!m303.02 CORTE EN ROCA SUELTA (PERF. Y DISPARO) R=250 M3,COMPRESORA 250 HP (2300-3800 msnm)76,522.2180%61,217.7720%15,304.440.00.00.00.00.00.0CONFORME OK!ERROR:#VALUE!m303.03 CORTE EN ROCA FIJA (PERF. Y DISPARO) R=260 M3, COMPRESORA 150HP 600-590 PCM (2300-3800 msnm)66,014.1740%26,405.6750%33,007.0910%6,601.420.00.00.00.00.0CONFORME OK!ERROR:#VALUE!m303.04 EXCAV. DESQ. Y PEYNADO DE TALUD ROCA DURA R=350 M3 TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)20,338.1340%8,135.2550%10,169.0710%2,033.810.00.00.00.00.0CONFORME OK!ERROR:#VALUE!m303.05 CONFORMACION DE TERRAPLENES C/MATERIAL PROPIO15,099.450%0.0100%15,099.450.00.00.00.00.00.0CONFORME OK!ERROR:#VALUE!m303.06 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROS547,912.870%0.040%219,165.1560%328,747.720.00.00.00.00.0CONFORME OK!ERROR:#VALUE!m304AFIRMADO DE PLATAFORMA DE VIACONFORME OK!ERROR:#VALUE!04.01 PERFILADO Y COMPACTADO DE LA SUBRASANTE228,885.8010%22,888.5830%68,665.7430%68,665.7430%68,665.740.00.00.00.0CONFORME OK!ERROR:#VALUE!m204.02 EXTRACCION Y APILAMIENTO DE MATERIAL AFIRMADO RENDIMIENTO=370 M3/DIA114,658.8330%34,397.6530%34,397.6530%34,397.6510%11,465.880.00.00.00.0CONFORME OK!ERROR:#VALUE!m304.03 ZARANDEO DE MATERIAL99,889.2230%29,966.7730%29,966.7730%29,966.7710%9,988.920.00.00.00.0CONFORME OK!ERROR:#VALUE!m304.04 CARGUIO RENDIMIENTO= 750 M3/DIA68,406.620%0.010%6,840.6630%20,521.9930%20,521.9930%20,521.990.00.00.0CONFORME OK!ERROR:#VALUE!m304.05 TRANSPORTE DE MATERIAL PARA LASTRADO RENDIMIENTO=360.6 M3/DIA175,680.650%0.010%17,568.0730%52,704.2030%52,704.2030%52,704.190.00.00.0CONFORME OK!ERROR:#VALUE!m304.06 RIEGO RENDIMIENTO = 65 M3/DIA113,570.540%0.00.020%22,714.1130%34,071.1650%56,785.270.00.00.0CONFORME OK!ERROR:#VALUE!m304.07 AFIRMADO E = 0.15M. + ESTABILIZADOR41,588.120%0.00.020%8,317.6230%12,476.4450%20,794.060.00.00.0CONFORME OK!ERROR:#VALUE!m204.08 CUNETASCONFORME OK!ERROR:#VALUE!04.08.01 EXCAVACION DE CUNETAS EN MAT. SUELTO49,467.600%0.00.030%14,840.2830%14,840.2840%19,787.040.00.00.0CONFORME OK!ERROR:#VALUE!m04.09 PAVIMENTACION AV. LOS LIRIOSCONFORME OK!ERROR:#VALUE!04.09.01 OBRAS PROVISIONALESCONFORME OK!ERROR:#VALUE!04.09.01.01 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40M1,103.330%0.0100%1,103.330.00.00.00.00.00.0CONFORME OK!ERROR:#VALUE!und04.09.01.02 ALQUILER DE LOCAL DE OBRA1,525.440%0.0100%1,525.440.00.00.00.00.00.0CONFORME OK!ERROR:#VALUE!mes04.09.02 TRABAJOS PRELIMINARESCONFORME OK!ERROR:#VALUE!04.09.02.01 LIMPIEZA DE TERRENO MANUAL3,225.600%0.0100%3,225.600.00.00.00.00.00.0CONFORME OK!ERROR:#VALUE!m204.09.02.02 TRAZO Y REPLANTEO CON EQUIPO1,843.200%0.0100%1,843.200.00.00.00.00.00.0CONFORME OK!ERROR:#VALUE!m204.09.03 MOVIMIENTO DE TIERRASCONFORME OK!ERROR:#VALUE!04.09.03.01 CORTE DE MATERIAL SUELTO RENDIMIENTO=460 M3/DIA6,849.190%0.030%2,054.7670%4,794.440.00.00.00.00.0CONFORME OK!ERROR:#VALUE!m304.09.03.02 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROS10,746.430%0.030%3,223.9370%7,522.500.00.00.00.00.0CONFORME OK!ERROR:#VALUE!m304.09.03.03 PERFILADO Y COMPACTADO DE SUB RASANTE9,548.800%0.030%2,864.6470%6,684.160.00.00.00.00.0CONFORME OK!ERROR:#VALUE!m304.09.03.04 CONFORMACION DE SUB BASE C/MATERIAL PRESTAMO20,587.520%0.00.0100%20,587.520.00.00.00.00.0CONFORME OK!ERROR:#VALUE!m304.09.03.05 CONFORMACION DE BASE C/MATERIAL PRESTAMO20,894.720%0.00.0100%20,894.720.00.00.00.00.0CONFORME OK!ERROR:#VALUE!m304.09.04 PAVIMENTOCONFORME OK!ERROR:#VALUE!04.09.04.01 ENCOFRADO Y DESENCOFRADO10,866.860%0.00.030%3,260.0670%7,606.800.00.00.00.0CONFORME OK!ERROR:#VALUE!m204.09.04.02 CONCRETO F'c=210 KG/CM2 EN LOSAS184,407.040%0.00.030%55,322.1150%92,203.5220%36,881.410.00.00.0CONFORME OK!ERROR:#VALUE!m304.09.04.03 JUNTAS CON RELLENO ASFALTICO E=1" EN CONCRETO FC=210KG/CM28,147.520%0.00.030%2,444.2650%4,073.7620%1,629.500.00.00.0CONFORME OK!ERROR:#VALUE!m04.09.04.04 CURADO DE CONCRETO11,750.400%0.00.030%3,525.1250%5,875.2020%2,350.080.00.00.0CONFORME OK!ERROR:#VALUE!m204.09.05 PRUEBAS DE CONTROL DE CALIDADCONFORME OK!ERROR:#VALUE!04.09.05.01 PRUEBA DE COMPACTACION DE SUELOS1,016.960%0.00.0100%1,016.960.00.00.00.00.0CONFORME OK!ERROR:#VALUE!und04.09.05.02 PRUEBA DE DISEO DE MEZCLAS DE CONCRETO635.590%0.0100%635.590.00.00.00.00.00.0CONFORME OK!ERROR:#VALUE!und04.09.05.03 PRUEBA DE CALIDAD DE CONCRETO1,016.800%0.00.00.0100%1,016.800.00.00.00.0CONFORME OK!ERROR:#VALUE!und04.09.06 VARIOSCONFORME OK!ERROR:#VALUE!04.09.06.01 LIMPIEZA GENERAL DE OBRA2,099.200%0.00.00.00.0100%2,099.200.00.00.0CONFORME OK!ERROR:#VALUE!m204.09.07 PINTADO DE MARCAS EN EL PAVIMENTOCONFORME OK!ERROR:#VALUE!04.09.07.01 PINTURA DE TRANSITO EN PAVIMENTOS318.080%0.00.00.00.0100%318.080.00.00.0CONFORME OK!ERROR:#VALUE!m205OBRAS DE ARTE Y DRENAJECONFORME OK!ERROR:#VALUE!05.01 CONSTRUCCION DE PONTON (02 UND, L=6.00M)CONFORME OK!ERROR:#VALUE!05.01.01 TRABAJOS PRELIMINARESCONFORME OK!ERROR:#VALUE!05.01.01.01 TRAZO Y REPLANTEO CON EQUIPO217.500%0.00.00.00.0100%217.500.00.00.0CONFORME OK!ERROR:#VALUE!m205.01.02 MOVIMIENTO DE TIERRASCONFORME OK!ERROR:#VALUE!05.01.02.01 EXCAVACIONES MASIVAS EN MATERIAL SATURADO1,362.160%0.00.00.00.0100%1,362.160.00.00.0CONFORME OK!ERROR:#VALUE!m305.01.02.02 RELLENO CON MAT. PRESTAMO COMPACTADO1,741.620%0.00.00.00.0100%1,741.620.00.00.0CONFORME OK!ERROR:#VALUE!m305.01.03 ESTRIBOSCONFORME OK!ERROR:#VALUE!05.01.03.01 SOLADO PARA ESTRIBOS E = 4"3,023.000%0.00.00.00.0100%3,023.000.00.00.0CONFORME OK!ERROR:#VALUE!m205.01.03.02 CONCRETO F'C= 210 KG/CM2 EN PONTON72,916.420%0.00.00.00.0100%72,916.420.00.00.0CONFORME OK!ERROR:#VALUE!m305.01.03.03 ENCOFRADO Y DESENCOFRADO10,907.020%0.00.00.00.0100%10,907.020.00.00.0CONFORME OK!ERROR:#VALUE!m205.01.03.04 REVESTIMIENTO DE SUPERFICIE1,854.950%0.00.00.00.0100%1,854.950.00.00.0CONFORME OK!ERROR:#VALUE!m205.01.04 LOSACONFORME OK!ERROR:#VALUE!05.01.04.01 CONCRETO F'C= 210 KG/CM2 EN PONTON11,316.540%0.00.00.00.0100%11,316.540.00.00.0CONFORME OK!ERROR:#VALUE!m305.01.04.02 ACERO GRADO 60 FY=4200KG/CM2 PARA PUENTES14,582.830%0.00.00.00.0100%14,582.830.00.00.0CONFORME OK!ERROR:#VALUE!kg05.01.04.03 ENCOFRADO Y DESENCOFRADO2,171.200%0.00.00.00.0100%2,171.200.00.00.0CONFORME OK!ERROR:#VALUE!m205.01.04.04 REVESTIMIENTO DE SUPERFICIE665.710%0.00.00.00.00.0100%665.710.00.0CONFORME OK!m205.01.05 FALSO PUENTECONFORME OK!05.01.05.01 HABILITACION DE SOLERAS Y PUNTALES17,212.380%0.00.00.00.0100%17,212.380.00.00.0CONFORME OK!m205.01.06 OTROSCONFORME OK!05.01.06.01 BARANDA PARA PUENTES12,300.930%0.00.00.00.00.0100%12,300.930.00.0CONFORME OK!m05.01.06.02 APOYO FIJO4,175.520%0.00.00.00.0100%4,175.520.00.00.0CONFORME OK!und05.01.06.03 APOYO MOVIL7,563.880%0.00.00.00.0100%7,563.880.00.00.0CONFORME OK!und05.01.06.04 JUNTAS DE DILATACION EN PUENTE3,435.540%0.00.00.00.0100%3,435.540.00.00.0CONFORME OK!m05.01.06.05 TUBERIA DE DRENAJE93.280%0.00.00.00.0100%93.280.00.00.0CONFORME OK!m05.02 CONSTRUCCION DE PONTON (01 UND, L=4.00M)CONFORME OK!05.02.01 TRABAJOS PRELIMINARESCONFORME OK!05.02.01.01 TRAZO Y REPLANTEO CON EQUIPO108.750%0.00.00.00.0100%108.750.00.00.0CONFORME OK!m205.02.02 MOVIMIENTO DE TIERRASCONFORME OK!05.02.02.01 EXCAVACIONES MASIVAS EN MATERIAL SATURADO681.090%0.00.00.00.0100%681.090.00.00.0CONFORME OK!m305.02.02.02 RELLENO CON MAT. PRESTAMO COMPACTADO870.810%0.00.00.00.0100%870.810.00.00.0CONFORME OK!m305.02.03 ESTRIBOSCONFORME OK!05.02.03.01 SOLADO PARA ESTRIBOS E = 4"1,511.500%0.00.00.00.0100%1,511.500.00.00.0CONFORME OK!m205.02.03.02 CONCRETO F'C= 210 KG/CM2 EN PONTON36,460.010%0.00.00.00.0100%36,460.010.00.00.0CONFORME OK!m305.02.03.03 ENCOFRADO Y DESENCOFRADO5,453.510%0.00.00.00.0100%5,453.510.00.00.0CONFORME OK!m205.02.03.04 REVESTIMIENTO DE SUPERFICIE927.470%0.00.00.00.0100%927.470.00.00.0CONFORME OK!m205.02.04 LOSACONFORME OK!05.02.04.01 CONCRETO F'C= 210 KG/CM2 EN PONTON3,994.290%0.00.00.00.0100%3,994.290.00.00.0CONFORME OK!m305.02.04.02 ACERO GRADO 60 FY=4200KG/CM2 PARA PUENTES7,291.390%0.00.00.00.0100%7,291.390.00.00.0CONFORME OK!kg05.02.04.03 ENCOFRADO Y DESENCOFRADO738.210%0.00.00.00.0100%738.210.00.00.0CONFORME OK!m205.02.04.04 REVESTIMIENTO DE SUPERFICIE231.550%0.00.00.00.0100%231.550.00.00.0CONFORME OK!m205.02.05 FALSO PUENTECONFORME OK!05.02.05.01 HABILITACION DE SOLERAS Y PUNTALES6,074.960%0.00.00.00.0100%6,074.960.00.00.0CONFORME OK!m205.02.06 OTROSCONFORME OK!05.02.06.01 BARANDA PARA PUENTES4,341.500%0.00.00.00.0100%4,341.500.00.00.0CONFORME OK!m05.02.06.02 APOYO FIJO2,087.760%0.00.00.00.0100%2,087.760.00.00.0CONFORME OK!und05.02.06.03 APOYO MOVIL3,781.940%0.00.00.00.0100%3,781.940.00.00.0CONFORME OK!und05.02.06.04 JUNTAS DE DILATACION EN PUENTE1,717.770%0.00.00.00.0100%1,717.770.00.00.0CONFORME OK!m05.02.06.05 TUBERIA DE DRENAJE46.640%0.00.00.00.0100%46.640.00.00.0CONFORME OK!m05.03 MEJORAMIENTO DE PUENTE EXISTENTE (L=13M)CONFORME OK!05.03.01 BARANDA PARA PUENTES12,481.820%0.00.00.00.0100%12,481.820.00.00.0CONFORME OK!m05.03.02 JUNTAS DE DILATACION EN PUENTE1,717.770%0.00.00.00.0100%1,717.770.00.00.0CONFORME OK!m05.04 CONSTRUCCION DE MUROS DE CONTENCIONCONFORME OK!05.04.01 TRAZO Y REPLANTEO1,209.600%0.00.00.0100%1,209.600.00.00.00.0CONFORME OK!m205.04.02 EXCAVACION MANUAL EN TERRENO NORMAL6,404.830%0.00.00.0100%6,404.830.00.00.00.0CONFORME OK!m305.04.03 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROS3,061.800%0.00.00.0100%3,061.800.00.00.00.0CONFORME OK!m305.04.04 PERFILADO Y COMPACTADO DE FONDO DE MUROS (MANUAL)721.980%0.00.00.0100%721.980.00.00.00.0CONFORME OK!m205.04.05 ENCOFRADO Y DESENCOFRADO21,414.550%0.00.00.0100%21,414.550.00.00.00.0CONFORME OK!m205.04.06 CONCRETO F'C=140 KG/CM2 + 70% PG97,216.200%0.00.00.0100%97,216.200.00.00.00.0CONFORME OK!m305.04.07 RELLENO CON MAT. PRESTAMO COMPACTADO27,907.200%0.00.00.0100%27,907.200.00.00.00.0CONFORME OK!m305.04.08 JUNTAS DE CONSTRUCCION CON TECNOPORT1,399.950%0.00.00.0100%1,399.950.00.00.00.0CONFORME OK!m05.04.09 TUBERIA DE DRENAJE5,550.160%0.00.00.0100%5,550.160.00.00.00.0CONFORME OK!m05.05 ALCANTARILLASCONFORME OK!05.05.01 DEMOLICION DE ESTRUCTURAS DE ALCANT. ANTIGUAS3,156.570%0.00.00.00.0100%3,156.570.00.00.0CONFORME OK!m205.05.02 TRAZO Y REPLANTEO EN ALCANTARILLAS12,892.650%0.00.00.00.0100%12,892.650.00.00.0CONFORME OK!m205.05.03 EXCAVACION MANUAL EN TERRENO NORMAL50,354.600%0.00.00.00.020%10,070.9240%20,141.8440%20,141.840.0CONFORME OK!m305.05.04 BASE CON MATERIAL PROPIO SELECCIONADO3,737.220%0.00.00.00.020%747.4440%1,494.8940%1,494.890.0CONFORME OK!m305.05.05 INSTAL. DE ALCANT. TMC.DIAM.=24",e=1.8mm10,664.300%0.00.00.00.00.060%6,398.5840%4,265.720.0CONFORME OK!m05.05.06 INSTAL. DE ALCANT. TMC.DIAM.=36",e=2.0mm275,199.210%0.00.00.00.00.060%165,119.5340%110,079.680.0CONFORME OK!m05.05.07 RELLENO CON MAT. PROPIO COMPACTADO R=600 M3 C/TRACTOR ORUGA D7G 190 - 240 HP69,881.720%0.00.00.00.00.050%34,940.8650%34,940.860.0CONFORME OK!m305.05.08 SOLADO PARA ALCANTARILLAS2,633.530%0.00.00.00.00.050%1,316.7730%790.0620%526.71CONFORME OK!m205.05.09 ENCOFRADO Y DESENCOFRADO43,674.500%0.00.00.00.00.050%21,837.2530%13,102.3520%8,734.90CONFORME OK!m205.05.10 ENCOFRADO Y DESENCOFRADO EN LOSA DE ALCANT.23,363.330%0.00.00.00.00.050%11,681.6730%7,009.0020%4,672.66CONFORME OK!m205.05.11 CONCRETO F'c = 175 KG/CM2 + 30%PM, EN MUROS Y FONDO DE ALCANT.198,666.410%0.00.00.00.00.050%99,333.2130%59,599.9220%39,733.28CONFORME OK!m305.05.12 CONCRETO F'C=140 KG/CM2 + 30% PG1,349.690%0.00.00.00.00.070%944.7830%404.900.0CONFORME OK!m305.05.13 CONCRETO PARA EMBOQUILLADO FC=140 KG/CM2 + 70 % PG.10,749.860%0.00.00.00.00.030%3,224.9670%7,524.900.0CONFORME OK!m205.05.14 ELIMINACION MATERIAL EXCEDENTE19,242.800%0.00.00.00.00.060%11,545.6840%7,697.120.0CONFORME OK!m305.06 BADENESCONFORME OK!05.06.01 DEMOLICION DE ESTRUCTURAS ANTIGUAS EN BADENES5,196.000%0.00.00.00.00.020%1,039.2080%4,156.800.0CONFORME OK!m205.06.02 TRAZO Y REPLANTEO EN BADEN1,835.160%0.00.00.00.00.020%367.0380%1,468.130.0CONFORME OK!m205.06.03 CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)392.970%0.00.00.00.00.020%78.5980%314.380.0CONFORME OK!m305.06.04 SOLADO PARA ESTRUCTURAS E = 4"41.730%0.00.00.00.00.00.0100%41.730.0CONFORME OK!m205.06.05 CONCRETO F'c = 175 KG/CM2 + 30%PM,3,461.400%0.00.00.00.00.00.050%1,730.7050%1,730.70CONFORME OK!m305.06.06 MAMPOSTERIA DE PIEDRA1,279.760%0.00.00.00.00.00.0100%1,279.760.0CONFORME OK!m305.06.07 CONCRETO F'C= 210 KG/CM2 EN BADEN39,341.190%0.00.00.00.00.00.0100%39,341.190.0CONFORME OK!m305.06.08 JUNTAS CON RELLENO ASFALTICO E=1" EN CONCRETO FC=210KG/CM2931.520%0.00.00.00.00.00.00.0100%931.52CONFORME OK!m05.06.09 JUNTAS CON WATER STOP2,191.060%0.00.00.00.00.00.0100%2,191.060.0CONFORME OK!m05.06.10 ENCOFRADO Y DESENCOFRADO BADEN1,208.880%0.00.00.00.00.00.0100%1,208.880.0CONFORME OK!m205.06.11 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROS937.330%0.00.00.00.00.00.00.0100%937.33CONFORME OK!m305.07 ZANJAS DE CORONACIONCONFORME OK!05.07.01 TRAZO Y REPLANTEO1,253.500%0.00.00.0100%1,253.500.00.00.00.0CONFORME OK!m205.07.02 EXCAVACION MANUAL EN TERRENO NORMAL3,216.900%0.00.00.0100%3,216.900.00.00.00.0CONFORME OK!m305.07.03 RELLENO MATERIAL PRESTAMO GRANULAR3,220.380%0.00.00.0100%3,220.380.00.00.00.0CONFORME OK!m305.07.04 SUMINISTRO E INST. DE TUBERIA PVC PERFORADA PVC UF ISO 4435 D=150MM2,809.660%0.00.00.0100%2,809.660.00.00.00.0CONFORME OK!m06PRUEBAS DE CONTROL DE CALIDADCONFORME OK!06.01 PRUEBA DE DISEO DE MEZCLAS DE CONCRETO1,906.770%0.00.0100%1,906.770.00.00.00.00.0CONFORME OK!und06.02 PRUEBA DE CALIDAD DE CONCRETO1,143.900%0.00.020%228.7880%915.120.00.00.00.0CONFORME OK!und06.03 PRUEBA DE COMPACTACION DE SUELOS10,169.600%0.00.0100%10,169.600.00.00.00.00.0CONFORME OK!und07SEALIZACIONES Y SEGURIDAD VIALCONFORME OK!07.01 HITO KILOMETRICOCONFORME OK!07.01.01 EXCAVACION MANUAL EN TERRENO NORMAL54.220%0.00.00.00.00.00.00.0100%54.22CONFORME OK!m307.01.02 CONCRETO F'C=140 KG/CM2822.140%0.00.00.00.00.00.00.0100%822.14CONFORME OK!m307.01.03 ENCOFRADO Y DESENCOFRADO404.390%0.00.00.00.00.00.00.0100%404.39CONFORME OK!m207.01.04 CONCRETO F'C=175 KG/CM2335.860%0.00.00.00.00.00.00.0100%335.86CONFORME OK!m307.01.05 ACERO GRADO 60 FY=4200KG/CM2637.560%0.00.00.00.00.00.00.0100%637.56CONFORME OK!kg07.01.06 REVESTIMIENTO DE SUPERFICIE269.540%0.00.00.00.00.00.00.0100%269.54CONFORME OK!m207.01.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICO75.690%0.00.00.00.00.00.00.0100%75.69CONFORME OK!m207.02 SEALIZACIONES INFORMATIVOSCONFORME OK!07.02.01 EXCAVACION MANUAL EN TERRENO NORMAL2,134.940%0.00.00.00.00.00.0100%2,134.940.0CONFORME OK!m307.02.02 CONCRETO F'C=140 KG/CM237,831.750%0.00.00.00.00.00.030%11,349.5370%26,482.23CONFORME OK!m307.02.03 ENCOFRADO Y DESENCOFRADO18,046.040%0.00.00.00.00.00.030%5,413.8170%12,632.23CONFORME OK!m207.02.04 REVESTIMIENTO DE SUPERFICIE7,887.240%0.00.00.00.00.00.030%2,366.1770%5,521.07CONFORME OK!m207.02.05 SEALES INFORMATIVOS INC/FABRIC. Y COLOC. (0.40x0.6M)5,027.160%0.00.00.00.00.00.030%1,508.1570%3,519.01CONFORME OK!und07.02.06 SEALES PREVENTIVAS INC/FABRIC. Y COLOC. (0.90x1.50M)107,193.020%0.00.00.00.00.00.030%32,157.9170%75,035.11CONFORME OK!und07.02.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICO2,197.440%0.00.00.00.00.00.030%659.2370%1,538.21CONFORME OK!m208MITIGACION AMBIENTALCONFORME OK!08.01 IMPACTO AMBIENTAL A TODO COSTO86,899.9412%10,427.9912%10,427.9912%10,427.9912%10,427.9912%10,427.9912%10,427.9912%10,427.9916%13,903.99CONFORME OK!und09CAPACITACIONCONFORME OK!09.01 CAPACITACION27,000.0015%4,050.0015%4,050.0015%4,050.0015%4,050.0015%4,050.0025%6,750.000.00.0CONFORME OK!ERROR:#VALUE!mes09.02 PLAN DE MONITOREO ARQUEOLOGICO82,271.2815%12,340.6915%12,340.6915%12,340.6915%12,340.6915%12,340.6925%20,567.820.00.0CONFORME OK!ERROR:#VALUE!mes10VARIOSCONFORME OK!ERROR:#VALUE!10.01 FLETE TERRESTRE52792.070.157918.810.157918.810.157918.810.157918.810.157918.810.157918.810.105279.21CONFORME OK!ERROR:#VALUE!GLB

COSTO DIRECTO TOTAL 3,842,433.34384,437.00603,596.81762,605.79546,550.01518,568.48438,096.09390,080.81198,498.350.000.003,842,433.343,842,433.343,842,433.340.0GASTO GENERALES (8%)307,394.6730,754.9648,287.7461,008.4643,724.0041,485.4835,047.6931,206.4615,879.870.000.00307,394.67307,394.67UTILIDADES (8%) 192,121.6719,221.8530,179.8438,130.2927,327.5025,928.4221,904.8019,504.049,924.920.000.00307,394.67307,394.67SUB TOTAL I4,341,949.68434,413.81682,064.40861,744.54617,601.51585,982.39495,048.58440,791.32224,303.130.000.004,457,222.684,341,949.684,457,222.671,986,982.83IGV781,550.9478,194.49122,771.59155,114.02111,168.27105,476.8389,108.7479,342.4440,374.560.000.00802,300.08802,300.080.00SUB TOTAL II5,123,500.62512,608.29804,835.991,016,858.56728,769.79691,459.22584,157.33520,133.75264,677.700.000.005,259,522.764,341,949.685,259,522.760.00EQUIPAMIENTO0.00.00ACOMPAAMIENTO PEDAGOGICO0.01,986,982.83ASISTENCIA TECNICA EN LA ELABORACION DE MEDIOS Y MATERIALES0.0TOTAL PRESUPUESTO S/.5,123,500.62512,608.29804,835.991,016,858.56728,769.79691,459.22584,157.33520,133.75264,677.700.000.005,259,522.764,341,949.68512,608.29804,835.991,016,858.56728,769.79691,459.22584,157.33520,133.75264,677.70781550.94169566PORCENTAJE DE AVANCE PARCIAL PROYECTADO100%10.01%15.71%19.85%14.22%13.50%11.40%10.15%5.17%0.00%0.00%5,123,500.62PORCENTAJE DE AVANCE ACUMULADO PROYECTADO100%10.01%25.71%45.56%59.78%73.28%84.68%94.83%100.00%100.00%100.00%4,341,949.68Oct-2012
COMPUTER: COMPUTER:Nov-2012
COMPUTER: COMPUTER:Dec-2012
COMPUTER: COMPUTER:Jan-2013
COMPUTER: COMPUTER:Feb-2013
COMPUTER: COMPUTER:Mar-2013
COMPUTER: COMPUTER:Apr-2013
COMPUTER: COMPUTER:May-2013
COMPUTER: COMPUTER:Jun-2013
COMPUTER: COMPUTER:Jul-2013
COMPUTER: COMPUTER:

123456789103,842,433.340.000.000.000.00-0.004,341,949.68-0.005,123,500.640.02COSTO DIRECTO TOTAL 1,712,916.233241.87124427.19217705.93388190.13201616.17127274.11355267.6397164.65154423.2743,605.281,712,916.230.01712916.231712916.230GASTO GENERALES (8%)137,033.30259.359,954.1817,416.4731,055.2116,129.2910,181.9328,421.417,773.1712,353.863,488.42UTILIDADES (8%) 137,033.30259.359,954.1817,416.4731,055.2116,129.2910,181.9328,421.417,773.1712,353.863,488.42SUB TOTAL I1,986,982.833,760.57144,335.54252,538.88450,300.55233,874.76147,637.97412,110.45112,710.99179,130.9950,582.121,986,982.83IGV357,656.91676.9025,980.4045,457.0081,054.1042,097.4626,574.8374,179.8820,287.9832,243.589,104.78SUB TOTAL II2,344,639.744,437.47170,315.94297,995.88531,354.65275,972.21174,212.80486,290.33132,998.97211,374.5759,686.91EQUIPAMIENTO152,145.0050,715.0050,715.0050,715.00152,145.00ACOMPAAMIENTO PEDAGOGICO12,880.004,293.334,293.334,293.3412,880.00ASISTENCIA TECNICA EN LA ELABORACION DE MEDIOS Y MATERIALES12,960.004,320.004,320.004,320.0012,960.00TOTAL PRESUPUESTO S/.2,522,624.744,437.47170,315.94297,995.88531,354.65275,972.21174,212.80486,290.33192,327.30270,702.90119,015.252,164,967.832,164,967.85PORCENTAJE DE AVANCE PARCIAL PROYECTADO100%0.18%6.75%11.81%21.06%10.94%6.91%19.28%7.62%10.73%4.72%0.02PORCENTAJE DE AVANCE ACUMULADO PROYECTADO100%0.18%6.93%18.74%39.80%50.74%57.65%76.93%84.55%95.28%100.00%Sep-2012
COMPUTER: COMPUTER:Oct-2012
COMPUTER: COMPUTER:Nov-2012
COMPUTER: COMPUTER:Dec-2012
COMPUTER: COMPUTER:Jan-2013
COMPUTER: COMPUTER:Feb-2013
COMPUTER: COMPUTER:Mar-2013
COMPUTER: COMPUTER:Apr-2013
COMPUTER: COMPUTER:May-2013
COMPUTER: COMPUTER:Jun-2013
COMPUTER: COMPUTER:

1,986,982.83152,145.0012,880.0012,960.002,164,967.83

Curva SCURVA DE AVANCE DE OBRA EJECUTADO VS. PROGRAMADO VIGENTE

Obra: REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS - CCAPACCALLA - SOCCACANCHA - TAYPICHA - TURPO - BELEN DE ANTA, DEL DIST. DE TURPO, PROV. DE ANDAHUAYLAS - APURIMACUbicacin: MULTICUMUNAL/ TURPO/ ANDAHUAYLAS/ APURIMACPropietario: MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASInicio de Plazo:26 DE MARZO DEL 2014Contratista: CONSORCIO BELEN ANTATermino Contractual: 20 DE NOVIEMBRE DEL 2014Ppto Contratado4611150.56 Inc. IGVPlazo de Ejecucion: 240 DIAS CALENDARIOSMes Valorizado: ABRIL - 2014

ERROR:#REF!

12345678910111213141516171819MESESInicio 26/Mar/2014May-2014Jun-2014Jul-2014Aug-2014Sep-2014Oct-2014Final 20/Nov./2014Jul-12Aug-12%PONER VALORIZACIN RESPECTIVAPORCENTAJE ACUMULADOPROG10.01%25.71%45.56%59.78%73.28%84.68%94.83%100.00%10.01%1REAL24.20%24.20%1

SITUACIN ACTUAL DE LA OBRAADELANTADA

141.88%

14.20%-25.71%-45.56%-59.78%-73.28%-84.68%-94.83%-100.00%0.00%0.00%0.000%2.4188309934141.88%-100.00%-100.00%-100.00%-100.00%-100.00%-100.00%-100.00%ERROR:#DIV/0!ERROR:#DIV/0!ERROR:#DIV/0!0.00%-1.4188309934

0.26100.00%0.00%ERROR:#NAME?

LEYENDA

CURVA PROG.

CURVA REAL

DIAGRAMA BARRAS ECON.CUADRO COMPARATIVO DE VALORIZACIONES MENSUALES VIGENTES

Obra: REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS - CCAPACCALLA - SOCCACANCHA - TAYPICHA - TURPO - BELEN DE ANTA, DEL DIST. DE TURPO, PROV. DE ANDAHUAYLAS - APURIMACUbicacin: MULTICUMUNAL/ TURPO/ ANDAHUAYLAS/ APURIMACPropietario: MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASInicio de Plazo:26 DE MARZO DEL 2014Contratista: CONSORCIO BELEN ANTATermino Contractual: 20 DE NOVIEMBRE DEL 2014Ppto Contratado4611150.56Inc. IGVPlazo de Ejecucion: 240 DIAS CALENDARIOSMes Valorizado: ABRIL - 2014

SITUACIN DE LA OBRA MONTO ACUMULADO.

ADELANTADA433087.92986358

12345678101112131415MESESInicio 26/Mar/2014May-2014Jun-2014Jul-2014Aug-2014Sep-2014Oct-2014Final 20/Nov./2014Jul-12Aug-12Dec-99MONTO SUB TOTAL INCL G.G.Y UTIL.-ACUMULADOPONER VAL. RESPECTIVAMONTOS PARCIALES S/.PROG512,608.29804,835.991,016,858.56728,769.79691,459.22584,157.33520,133.75264,677.705,123,500.64512,608.291REAL945,696.22945,696.221

IGV. 18%170,225.320.00.00.00.00.00.00.00.00.0TOTAL S/.1,115,921.540.00.00.00.00.00.00.00.00.0

MONTOS ACUMULADOS S/.PROGR512,608.291,317,444.282,334,302.843,063,072.633,754,531.864,338,689.184,858,822.945,123,500.645,123,500.645,123,500.645,123,500.640.000.000.000.000.000.000.000.000.000.00REAL945,696.22TODAVIATODAVIATODAVIATODAVIATODAVIATODAVIATODAVIATODAVIATODAVIATODAVIAERROR:#REF!TODAVIATODAVIATODAVIATODAVIATODAVIATODAVIATODAVIATODAVIATODAVIATODAVIATODAVIA

EJECUT-Vrs-PROG

CONTROL DE AVANCE DE OBRA EJECUTADAS VS. PROGRAMADAS

Obra: REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS - CCAPACCALLA - SOCCACANCHA - TAYPICHA - TURPO - BELEN DE ANTA, DEL DIST. DE TURPO, PROV. DE ANDAHUAYLAS - APURIMACUbicacin: MULTICUMUNAL/ TURPO/ ANDAHUAYLAS/ APURIMACPropietario: MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASInicio de Plazo:26 DE MARZO DEL 2014Contratista: CONSORCIO BELEN ANTATermino Contractual: 20 DE NOVIEMBRE DEL 2014Ppto Contratado4,611,150.56Inc. IGVPlazo de Ejecucion: 240 DIAS CALENDARIOSMes Valorizado: ABRIL - 2014

MESVAL NPROGRAMADOEJECUTADO% EJEC. ACUM/ PROG. ACUMAVANCE MENSUALAVANCE ACUMULADOPORCENTAJE PROGRAMADOPORCENTAJE ACUMULADOAVANCE MENSUALAVANCE ACUMULADOPORCENTAJE PROGRAMADOPORCENTAJE ACUMULADO

30-Apr-14Valorizacion N 01461,347.46461,347.4610.01%10.01%945,696.22945,696.2220.51%20.51%204.99%31-May-14Valorizacion N 02724,352.401,185,699.8615.71%25.71%945,696.220.00%20.51%79.76%30-Jun-14Valorizacion N 03915,172.702,100,872.5619.85%45.56%945,696.220.00%20.51%45.01%31-Jul-14Valorizacion N 04655,892.812,756,765.3714.22%59.78%945,696.220.00%20.51%34.30%31-Aug-14Valorizacion N 05 622,313.293,379,078.6613.50%73.28%945,696.220.00%20.51%27.99%30-Sep-14Valorizacion N 06525,741.593,904,820.2511.40%84.68%945,696.220.00%20.51%24.22%31-Oct-14Valorizacion N 07468,120.384,372,940.6310.15%94.83%945,696.220.00%20.51%21.63%20-Nov-14Valorizacion N 08238,209.934,611,150.565.17%100.00%945,696.220.00%20.51%20.51%

4,611,150.56945,696.22

RsMetradoAbrlHOJA DE METRADO (DEL 26 DE MARZO AL 30 DE ABRIL DEL 2014)

OBRA : REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS - CCAPACCALLA - SOCCACANCHA - TAYPICHA - TURPO - BELEN DE ANTA, DEL DIST. DE TURPO, PROV. DE ANDAHUAYLAS - APURIMACPROPIETARIO : MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASLOCALIDAD: MULTICOMUNALINICIO DE OBRA:26 DE MARZO DEL 2014CONTRATISTA : CONSORCIO BELEN ANTADISTRITO: TURPOPLAZO BASE: 240 DIAS CALENDARIOSSUPERVISOR : Ing. LEONEL VARGAS ESCOBAR CIP N 133064PROVINCIA: ANDAHUAYLASTERMINO CONTRACTUAL: 20 DE NOVIEMBRE DEL 2014RESIDENTE : Ing. OSCAR MIGUEL CUCHULA ZEVALLOS CIP N 125196DEPARTAMENTO: APURIMACPPTO. CONTRATADO 4611150.56

PLANILLA DE METRADOS METRADO PROYECTADOMETRADO EJECUTADOITEMDESCRIPCIONUNDN VECESLARGOANCHOALTOSUB TOTALTOTALITEMDESCRIPCIONUNDN VECESLARGOANCHOALTOSUB TOTALTOTAL

01OBRAS PROVISIONALES01OBRAS PROVISIONALESCONFORME OK!01.01CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40Mund1.001.001.0001.01CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40Mund1.001.001.00CONFORME OK!01.02CAMPAMENTO PROVISIONAL DE LA OBRAm21.0010.008.0080.0080.0001.02CAMPAMENTO PROVISIONAL DE LA OBRAm21.0010.008.0080.0080.00CONFORME OK!02OBRAS PRELIMINARES02OBRAS PRELIMINARESCONFORME OK!02.01TRAZO, NIVELACION Y REPLANTEO CON EQUIPO TOP.KM1.0039.2639.2639.2602.01TRAZO, NIVELACION Y REPLANTEO CON EQUIPO TOP.KM1.0039.2639.2639.26CONFORME OK!02.02REPLANTEO DURANTE EL PROCESO DE EJECUCIONKM1.0039.2639.2639.2602.02REPLANTEO DURANTE EL PROCESO DE EJECUCIONKM1.0028.0028.0028.00error02.03MOVILIZACION Y DESMOVILIZACION MAQUINARIA A OBRAGLB1.001.001.0002.03MOVILIZACION Y DESMOVILIZACION MAQUINARIA A OBRAGLB0.600.600.60error03MOVIMIENTO DE TIERRAS03MOVIMIENTO DE TIERRASCONFORME OK!03.01 CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m3Ver metrado de Explanaciones72,030.8703.01 CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m3Ver metrado de Explanaciones50,693.59error03.02 CORTE EN ROCA SUELTA (PERF. Y DISPARO) R=250 M3,COMPRESORA 250 HP (2300-3800 msnm)m3Ver metrado de Explanaciones8,474.2203.02 CORTE EN ROCA SUELTA (PERF. Y DISPARO) R=250 M3,COMPRESORA 250 HP (2300-3800 msnm)m3Ver metrado de Explanaciones5,963.95error03.03 CORTE EN ROCA FIJA (PERF. Y DISPARO) R=260 M3, COMPRESORA 150HP 600-590 PCM (2300-3800 msnm)m3Ver metrado de Explanaciones4,237.1103.03 CORTE EN ROCA FIJA (PERF. Y DISPARO) R=260 M3, COMPRESORA 150HP 600-590 PCM (2300-3800 msnm)m3Ver metrado de Explanaciones2,981.98error03.04 EXCAV. DESQ. Y PEYNADO DE TALUD ROCA DURA R=350 M3 TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m34,237.1103.04 EXCAV. DESQ. Y PEYNADO DE TALUD ROCA DURA R=350 M3 TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m32,981.98error03.05 CONFORMACION DE TERRAPLENES C/MATERIAL PROPIOm3Ver metrado de Explanaciones4,048.1103.05 CONFORMACION DE TERRAPLENES C/MATERIAL PROPIOm3Ver metrado de Explanaciones2,810.79error03.06 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm3Ver metrado de Explanaciones80,694.09003.06 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm3Ver metrado de Explanaciones56,828.73error04AFIRMADO DE PLATAFORMA DE VIA04AFIRMADO DE PLATAFORMA DE VIACONFORME OK!04.01 PERFILADO Y COMPACTADO DE LA SUBRASANTEm21.0039,260.005.50215,930.00215,930.0004.01 PERFILADO Y COMPACTADO DE LA SUBRASANTEm21.0010,000.005.5055,000.0055,000.00error04.02 EXTRACCION Y APILAMIENTO DE MATERIAL AFIRMADO RENDIMIENTO=370 M3/DIAm3Ver metrado de Explanaciones38867.404.02 EXTRACCION Y APILAMIENTO DE MATERIAL AFIRMADO RENDIMIENTO=370 M3/DIAm3Ver metrado de Explanaciones7939.8error04.03 ZARANDEO DE MATERIALm3Ver metrado de Explanaciones38867.404.03 ZARANDEO DE MATERIALm3Ver metrado de Explanaciones0.00error04.04 CARGUIO RENDIMIENTO= 750 M3/DIAm3Ver metrado de Explanaciones38867.404.04 CARGUIO RENDIMIENTO= 750 M3/DIAm3Ver metrado de Explanaciones0.00error04.05 TRANSPORTE DE MATERIAL PARA LASTRADO RENDIMIENTO=360.6 M3/DIAm3Ver metrado de Explanaciones38867.404.05 TRANSPORTE DE MATERIAL PARA LASTRADO RENDIMIENTO=360.6 M3/DIAm3Ver metrado de Explanaciones0.00error04.06 RIEGO RENDIMIENTO = 65 M3/DIAm31.0039,260.005.500.0511,660.2211,660.2204.06 RIEGO RENDIMIENTO = 65 M3/DIAm31.0039,260.005.500.0511,660.2211,660.22CONFORME OK!04.07 AFIRMADO E = 0.15M. + ESTABILIZADORm2Ver metrado de Explanaciones38867.404.07 AFIRMADO E = 0.15M. + ESTABILIZADORm2Ver metrado de Explanaciones0.00error04.08 CUNETAS04.08 CUNETASCONFORME OK!04.08.01 EXCAVACION DE CUNETAS EN MAT. SUELTOm1.0039,260.0039,260.0039,260.0004.08.01 EXCAVACION DE CUNETAS EN MAT. SUELTOm1.0010,000.0010,000.0010,000.00error04.09 PAVIMENTACION AV. LOS LIRIOS04.09 PAVIMENTACION AV. LOS LIRIOSCONFORME OK!04.09.01OBRAS PROVISIONALES04.09.01OBRAS PROVISIONALESCONFORME OK!04.09.01.01CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40MGLB1.001.001.0004.09.01.01CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40MGLB1.001.001.00CONFORME OK!04.09.01.02ALQUILER DE LOCAL PARA LA OBRAGLB4.001.004.0004.09.01.02ALQUILER DE LOCAL PARA LA OBRAGLB4.001.004.00CONFORME OK!04.09.02TRABAJOS PRELIMINARES04.09.02TRABAJOS PRELIMINARESCONFORME OK!04.09.02.01LIMPIEZA MANUAL EN VIAS Y/O PISTAS PARA SEALIZACINM22,560.0004.09.02.01LIMPIEZA MANUAL EN VIAS Y/O PISTAS PARA SEALIZACINM22,560.00CONFORME OK!Jr. Unin 5 Cuadra1.00140.008.001,120.00Jr. Unin 5 Cuadra1.00140.008.001,120.00CONFORME OK!1.00240.006.001,440.001.00240.006.001,440.00CONFORME OK!04.09.02.02TRAZO Y REPLANTEO EN TERRENO NORMAL CON EQUIPOM22,560.0004.09.02.02TRAZO Y REPLANTEO EN TERRENO NORMAL CON EQUIPOM22,560.00CONFORME OK!Jr. Unin 5 Cuadra1.00140.008.001,120.00Jr. Unin 5 Cuadra1.00140.008.001,120.00CONFORME OK!Jr. Sotomayor 5 Cuadra1.00240.006.001,440.00Jr. Sotomayor 5 Cuadra1.00240.006.001,440.00CONFORME OK!04.09.03MOVIMIENTO DE TIERRAS04.09.03MOVIMIENTO DE TIERRASCONFORME OK!04.09.03.01CORTE EN TERRENO NORMAL C/MAQUINARIAM3Ver metrado de Explanaciones1,658.4004.09.03.01CORTE EN TERRENO NORMAL C/MAQUINARIAM3Ver metrado de Explanaciones0.00error04.09.03.02ELIMINACIN DE MATERIAL EXCEDENTEM320% factor de esponjamiento1,990.0804.09.03.02ELIMINACIN DE MATERIAL EXCEDENTEM320% factor de esponjamiento0.00error04.09.03.03PERFILADO Y COMPACTADO DE SUB RASANTEM32,560.0004.09.03.03PERFILADO Y COMPACTADO DE SUB RASANTEM32,560.00CONFORME OK!Jr. Unin 5 Cuadra1.00140.008.001,120.00Jr. Unin 5 Cuadra1.00140.008.001,120.00CONFORME OK!Jr. Sotomayor 5 Cuadra1.00240.006.001,440.00Jr. Sotomayor 5 Cuadra1.00240.006.001,440.00CONFORME OK!04.09.03.04CONFORMACIN Y COMPACTACIN DE SUBRAZANTE CON MOTONIV. 125HPM3512.0004.09.03.04CONFORMACIN Y COMPACTACIN DE SUBRAZANTE CON MOTONIV. 125HPM3512.00CONFORME OK!Av Los Lirios Cuadra 11.00140.008.000.20224.00Av Los Lirios Cuadra 11.00140.008.000.20224.00CONFORME OK!Av Los Lirios Cuadra 2-31.00240.006.000.20288.00Av Los Lirios Cuadra 2-31.00240.006.000.20288.00CONFORME OK!04.09.03.05CONFORMACIN Y COMPACTACIN DE BASE GRANULAR E=0.10 cm C/MOTONIV. 125 HPM2512.0004.09.03.05CONFORMACIN Y COMPACTACIN DE BASE GRANULAR E=0.10 cm C/MOTONIV. 125 HPM2512.00CONFORME OK!Av Los Lirios Cuadra 11.00140.008.000.20224.00Av Los Lirios Cuadra 11.00140.008.000.20224.00CONFORME OK!Av Los Lirios Cuadra 2-31.00240.006.000.20288.00Av Los Lirios Cuadra 2-31.00240.006.000.20288.00CONFORME OK!04.09.04PAVIMENTO04.09.04PAVIMENTOCONFORME OK!04.09.04.01ENCOFRADO Y DESENCOFRADO DE PAVIMENTOM2400.4004.09.04.01ENCOFRADO Y DESENCOFRADO DE PAVIMENTOM2400.40CONFORME OK!Av Los Lirios cuadra 1Av Los Lirios cuadra 1CONFORME OK!Encofrado Longitudinal3.00140.000.2084.00Encofrado Longitudinal3.00140.000.2084.00CONFORME OK!Encofrado Transversal47.008.000.2075.20Encofrado Transversal47.008.000.2075.20CONFORME OK!Av Los Lirios cuadra 2-3Av Los Lirios cuadra 2-3CONFORME OK!Encofrado Longitudinal3.00240.000.20144.00Encofrado Longitudinal3.00240.000.20144.00CONFORME OK!Encofrado Transversal81.006.000.2097.20Encofrado Transversal81.006.000.2097.20CONFORME OK!04.09.04.02CONCRETO F'c=210 KG/CM2 EN LOSASM2512.0004.09.04.02CONCRETO F'c=210 KG/CM2 EN LOSASM2512.00CONFORME OK!Av Los Lirios cuadra 11.00140.008.000.20224.00Av Los Lirios cuadra 11.00140.008.000.20224.00CONFORME OK!Av Los Lirios cuadra 2-31.00240.006.000.20288.00Av Los Lirios cuadra 2-31.00240.006.000.20288.00CONFORME OK!04.09.04.03JUNTA CON ASFALTO E = 1"ML1,242.0004.09.04.03JUNTA CON ASFALTO E = 1"ML1,242.00CONFORME OK!Av Los Lirios cuadra 11.00140.00140.00Av Los Lirios cuadra 11.00140.00140.00CONFORME OK!47.008.00376.0047.008.00376.00CONFORME OK!Av Los Lirios cuadra 2-31.00240.00240.00Av Los Lirios cuadra 2-31.00240.00240.00CONFORME OK!81.006.00486.0081.006.00486.00CONFORME OK!04.09.04.04CURADO DE CONCRETOUND2,560.0004.09.04.04CURADO DE CONCRETOUND2,560.00CONFORME OK!Av Los Lirios cuadra 11.00140.008.001,120.00Av Los Lirios cuadra 11.00140.008.001,120.00CONFORME OK!Av Los Lirios cuadra 2-31.00240.006.001,440.00Av Los Lirios cuadra 2-31.00240.006.001,440.00CONFORME OK!04.09.05PRUEBAS DE LABORATORIO04.09.05PRUEBAS DE LABORATORIOCONFORME OK!04.09.05.01ENSAYO PROCTOR (COMPACTACIN DE SUELO) Y DENSIDADUND4.004.0004.09.05.01ENSAYO PROCTOR (COMPACTACIN DE SUELO) Y DENSIDADUND4.004.00CONFORME OK!04.09.05.02PRUEBA DE DISEO DE MEZCLA DE CONCRETOUND1.001.0004.09.05.02PRUEBA DE DISEO DE MEZCLA DE CONCRETOUND1.001.00CONFORME OK!04.09.05.03PRUEBA A LA RESISTENCIA DE CONCRETOUND40.0040.0004.09.05.03PRUEBA A LA RESISTENCIA DE CONCRETOUND40.0040.00CONFORME OK!04.09.06VARIOS04.09.06VARIOSCONFORME OK!04.09.06.01LIMPIEZA GENERAL DE OBRAM22,560.0004.09.06.01LIMPIEZA GENERAL DE OBRAM22,560.00CONFORME OK!Av Los Lirios cuadra 11.00140.008.001,120.00Av Los Lirios cuadra 11.00140.008.001,120.00CONFORME OK!Av Los Lirios cuadra 2-31.00240.006.001,440.00Av Los Lirios cuadra 2-31.00240.006.001,440.00CONFORME OK!04.09.07 PINTADO DE MARCAS EN EL PAVIMENTO04.09.07 PINTADO DE MARCAS EN EL PAVIMENTOCONFORME OK!04.09.07.01Pintura en seales horizontalesM28.004.0032.0032.0004.09.07.01Pintura en seales horizontalesM28.004.0032.0032.00CONFORME OK!CONFORME OK!PARTDESCRIPCIONUNDN LARGOANCHOALTOPARCIALTOTALMETRADOPARTDESCRIPCIONUNDN LARGOANCHOALTOPARCIALTOTALMETRADOCONFORME OK!VLAH2 UNDVLAH2 UNDCONFORME OK!05OBRAS DE ARTE Y DRENAJE05OBRAS DE ARTE Y DRENAJECONFORME OK!05.01 CONSTRUCCION DE PONTON (02 UND, L=6.00M)05.01 CONSTRUCCION DE PONTON (02 UND, L=6.00M)CONFORME OK!05.01.01TRABAJOS PRELIMINARES05.01.01TRABAJOS PRELIMINARESCONFORME OK!05.01.01.01TRAZO, NIVELES Y REPLANTEO PRELIMINARM21.0012.8011.80151.04151.04302.0805.01.01.01TRAZO, NIVELES Y REPLANTEO PRELIMINARM21.0012.8011.80151.04151.04151.04CONFORME OK!05.01.02MOVIMIENTO DE TIERRAS05.01.02MOVIMIENTO DE TIERRASCONFORME OK!05.01.02.01EXCAVACIONES MASIVASM31.0011.9511.801.00141.01211.52423.0305.01.02.01EXCAVACIONES MASIVASM31.0070.5170.51error1.0011.9511.800.5070.511.0011.9511.800.5070.51CONFORME OK!05.01.02.02RELLENO Y COMPACTADOM31.0010.801.561.0016.8516.8533.7005.01.02.02RELLENO Y COMPACTADOM31.0010.801.561.0016.8516.8533.70CONFORME OK!05.01.03ESTRIBOS05.01.03ESTRIBOSCONFORME OK!05.01.03.01SOLADO PARA ESTRIBOM22.005.203.3935.2248.9097.8005.01.03.01SOLADO PARA ESTRIBOM22.005.203.3935.2248.9097.80CONFORME OK!4.003.421.0013.684.003.421.0013.68CONFORME OK!05.01.03.02CONCRETO f`'c=210 KG/CM2M31.005.203.390.8014.09101.23202.4505.01.03.02CONCRETO f`'c=210 KG/CM2M31.005.203.390.8014.09101.23202.45CONFORME OK!2.003.421.000.805.472.003.421.000.805.47CONFORME OK!1.006.575.201.7559.791.006.575.201.7559.79CONFORME OK!1.003.302.702.0017.821.003.302.702.0017.82CONFORME OK!1.003.302.000.654.291.003.302.000.654.29CONFORME OK!05.01.03.03ENCOFRADO Y DESENCOFRADOM21.0022.164.0088.62200.94401.8805.01.03.03ENCOFRADO Y DESENCOFRADOM21.0022.164.0088.62200.94401.88CONFORME OK!4.005.405.20112.324.005.405.20112.32CONFORME OK!05.01.03.04TARRAJEOM21.0011.382.0022.7651.27102.5405.01.03.04TARRAJEOM21.0011.382.0022.7651.27102.54CONFORME OK!1.0020.781.0020.781.0020.781.0020.78CONFORME OK!2.004.600.847.732.004.600.847.73CONFORME OK!05.01.04LOSA DE RODADURA05.01.04LOSA DE RODADURACONFORME OK!05.01.04.01CONCRETO f`'c=210 KG/CM2M31.006.803.600.409.7915.7131.4205.01.04.01CONCRETO f`'c=210 KG/CM2M31.006.803.600.409.7915.7131.42CONFORME OK!1.006.804.700.154.791.006.804.700.154.79CONFORME OK!2.006.800.550.151.122.006.800.550.151.12CONFORME OK!05.01.04.02ACERO DE REFUERZOKG1598.993197.9905.01.04.02ACERO DE REFUERZOKG0.000.00errorCONFORME OK!05.01.04.03ENCOFRADO Y DESENCOFRADOM21.006.003.6021.6040.0080.0005.01.04.03ENCOFRADO Y DESENCOFRADOM21.006.003.6021.6040.0080.00CONFORME OK!2.006.000.404.802.006.000.404.80CONFORME OK!2.006.800.557.482.006.800.557.48CONFORME OK!2.006.800.304.082.006.800.304.08CONFORME OK!2.006.800.152.042.006.800.152.04CONFORME OK!05.01.04.04TARRAJEOM22.006.000.404.8018.4036.8005.01.04.04TARRAJEOM22.006.000.404.8018.4036.80CONFORME OK!2.006.800.557.482.006.800.557.48CONFORME OK!2.006.800.304.082.006.800.304.08CONFORME OK!2.006.800.152.042.006.800.152.04CONFORME OK!05.01.05FALSO PUENTE05.01.05FALSO PUENTECONFORME OK!05.01.05.01HABILITACION DE SOLERAS Y PUNTALESM21.006.804.7031.9631.9663.9205.01.05.01HABILITACION DE SOLERAS Y PUNTALESM21.006.804.7031.9631.9663.92CONFORME OK!05.01.06OTROS05.01.06OTROSCONFORME OK!05.01.06.01BARANDA METALICAML2.006.8013.6013.6027.2005.01.06.01BARANDA METALICAML2.006.8013.6013.6027.20CONFORME OK!05.01.06.02APOYOS FIJOSUND1.002.002.002.004.0005.01.06.02APOYOS FIJOSUND1.002.002.002.004.00CONFORME OK!05.01.06.03APOYOS MOVILESUND1.002.002.002.004.0005.01.06.03APOYOS MOVILESUND1.002.002.002.004.00CONFORME OK!05.01.06.04JUNTAS DE DILATACIONML1.0010.4010.4010.4020.8005.01.06.04JUNTAS DE DILATACIONML1.0010.4010.4010.4020.80CONFORME OK!05.01.06.05TUBERIA DE DRENAJEML1.004.004.004.008.0005.01.06.05TUBERIA DE DRENAJEML1.004.004.004.008.00CONFORME OK!05.02 CONSTRUCCION DE PONTON (01 UND, L=4.00M)05.02 CONSTRUCCION DE PONTON (01 UND, L=4.00M)CONFORME OK!05.02.01TRABAJOS PRELIMINARES05.02.01TRABAJOS PRELIMINARESCONFORME OK!05.02.01.01TRAZO, NIVELES Y REPLANTEO PRELIMINARM21.0012.8011.80151.04151.04151.0405.02.01.01TRAZO, NIVELES Y REPLANTEO PRELIMINARM21.0012.8011.80151.04151.04151.04CONFORME OK!05.02.02MOVIMIENTO DE TIERRAS05.02.02MOVIMIENTO DE TIERRASCONFORME OK!05.02.02.01EXCAVACIONES MASIVASM31.0011.9511.801.00141.01211.52211.5205.02.02.01EXCAVACIONES MASIVASM31.0011.9511.801.00141.01211.52211.52CONFORME OK!1.0011.9511.800.5070.511.0011.9511.800.5070.51CONFORME OK!05.02.02.02RELLENO Y COMPACTADOM31.0010.801.561.0016.8516.8516.8505.02.02.02RELLENO Y COMPACTADOM31.0010.801.561.0016.8516.8516.85CONFORME OK!05.02.03ESTRIBOS05.02.03ESTRIBOSCONFORME OK!05.02.03.01SOLADO PARA ESTRIBOM22.005.203.3935.2248.9048.9005.02.03.01SOLADO PARA ESTRIBOM22.005.203.3935.2248.9048.90CONFORME OK!4.003.421.0013.684.003.421.0013.68CONFORME OK!05.02.03.02CONCRETO f`'c=210 KG/CM2M31.005.203.390.8014.09101.23101.2305.02.03.02CONCRETO f`'c=210 KG/CM2M31.005.203.390.8014.09101.23101.23CONFORME OK!2.003.421.000.805.472.003.421.000.805.47CONFORME OK!1.006.575.201.7559.791.006.575.201.7559.79CONFORME OK!1.003.302.702.0017.821.003.302.702.0017.82CONFORME OK!1.003.302.000.654.291.003.302.000.654.29CONFORME OK!05.02.03.03ENCOFRADO Y DESENCOFRADOM21.0022.164.0088.62200.94200.9405.02.03.03ENCOFRADO Y DESENCOFRADOM21.0022.164.0088.62200.94200.94CONFORME OK!4.005.405.20112.324.005.405.20112.32CONFORME OK!05.02.03.04TARRAJEOM21.0011.382.0022.7651.2751.2705.02.03.04TARRAJEOM21.0011.382.0022.7651.2751.27CONFORME OK!1.0020.781.0020.781.0020.781.0020.78CONFORME OK!2.004.600.847.732.004.600.847.73CONFORME OK!05.02.04LOSA DE RODADURA05.02.04LOSA DE RODADURACONFORME OK!05.02.04.01CONCRETO f`'c=210 KG/CM2M31.004.803.600.406.9111.0911.0905.02.04.01CONCRETO f`'c=210 KG/CM2M31.004.803.600.406.9111.0911.09CONFORME OK!1.004.804.700.153.381.004.804.700.153.38CONFORME OK!2.004.800.550.150.792.004.800.550.150.79CONFORME OK!05.02.04.02ACERO DE REFUERZOKG1598.991598.9905.02.04.02ACERO DE REFUERZOKG0.000.00errorCONFORME OK!05.02.04.03ENCOFRADO Y DESENCOFRADOM21.004.003.6014.4027.2027.2005.02.04.03ENCOFRADO Y DESENCOFRADOM21.004.003.6014.4027.2027.20CONFORME OK!2.004.000.403.202.004.000.403.20CONFORME OK!2.004.800.555.282.004.800.555.28CONFORME OK!2.004.800.302.882.004.800.302.88CONFORME OK!2.004.800.151.442.004.800.151.44CONFORME OK!05.02.04.04TARRAJEOM22.004.000.403.2012.8012.8005.02.04.04TARRAJEOM22.004.000.403.2012.8012.80CONFORME OK!2.004.800.555.282.004.800.555.28CONFORME OK!2.004.800.302.882.004.800.302.88CONFORME OK!2.004.800.151.442.004.800.151.44CONFORME OK!05.02.05FALSO PUENTE05.02.05FALSO PUENTECONFORME OK!05.02.05.01HABILITACION DE SOLERAS Y PUNTALESM21.004.804.7022.5622.5622.5605.02.05.01HABILITACION DE SOLERAS Y PUNTALESM21.004.804.7022.5622.5622.56CONFORME OK!05.02.06OTROS05.02.06OTROSCONFORME OK!05.02.06.01BARANDA METALICAML2.004.809.609.609.6005.02.06.01BARANDA METALICAML2.004.809.609.609.60CONFORME OK!05.02.06.02APOYOS FIJOSUND1.002.002.002.002.0005.02.06.02APOYOS FIJOSUND1.002.002.002.002.00CONFORME OK!05.02.06.03APOYOS MOVILESUND1.002.002.002.002.0005.02.06.03APOYOS MOVILESUND1.002.002.002.002.00CONFORME OK!05.02.06.04JUNTAS DE DILATACIONML1.0010.4010.4010.4010.4005.02.06.04JUNTAS DE DILATACIONML1.0010.4010.4010.4010.40CONFORME OK!05.02.06.05TUBERIA DE DRENAJEML1.004.004.004.004.0005.02.06.05TUBERIA DE DRENAJEML1.004.004.004.004.00CONFORME OK!05.03 MEJORAMIENTO DE PUENTE EXISTENTE (L=13M)05.03 MEJORAMIENTO DE PUENTE EXISTENTE (L=13M)CONFORME OK!05.03.01 BARANDA PARA PUENTESm1.0027.6027.6027.6005.03.01 BARANDA PARA PUENTES01.0027.6027.6027.60CONFORME OK!05.03.02 JUNTAS DE DILATACION EN PUENTEm1.0010.4010.4010.4005.03.02 JUNTAS DE DILATACION EN PUENTE01.0010.4010.4010.40CONFORME OK!05.04 CONSTRUCCION DE MUROS DE CONTENCION05.04 CONSTRUCCION DE MUROS DE CONTENCIONCONFORME OK!05.04.01 TRAZO Y REPLANTEOM2378.0005.04.01 TRAZO Y REPLANTEOM2378.00CONFORME OK!BASE DE MURO1180.002.10378.00BASE DE MURO1180.002.10378.00CONFORME OK!05.04.02EXCAVACION MANUALM3453.6005.04.02EXCAVACION MANUALM3453.60CONFORME OK!ZANJA DE CIMENTACION DE MURO1180.002.101.20453.60ZANJA DE CIMENTACION DE MURO1180.002.101.20453.60CONFORME OK!05.04.03ELIMINACION DE MATERIAL EXCEDENTEM3567.0005.04.03ELIMINACION DE MATERIAL EXCEDENTEM3567.00CONFORME OK!ZANJA DE CIMENTACION DE MURO (ESPONJAM. 25%)1453.601.25567.00ZANJA DE CIMENTACION DE MURO (ESPONJAM. 25%)1453.601.25567.00CONFORME OK!05.04.04PERFILADO Y COMPACTADO DE FONDO DE MUROM21.00180.002.10378.00378.0005.04.04PERFILADO Y COMPACTADO DE FONDO DE MUROM21.00180.002.10378.00378.00CONFORME OK!05.04.05ENCOFRADO Y DESENCOFRADO EN MUROSM2789.0405.04.05ENCOFRADO Y DESENCOFRADO EN MUROSM2789.04CONFORME OK!Cara frontal del muro180.002.30414.00Cara frontal del muro180.002.30414.00CONFORME OK!Cara posterior del muro180.002.00360.00Cara posterior del muro180.002.00360.00CONFORME OK!Extremos del muro8.001.8815.04Extremos del muro8.001.8815.04CONFORME OK!05.04.06CONCRETO CICLOPEO F'C=140 KG/CM + 70% PGM3AREALARGO765.0005.04.06CONCRETO CICLOPEO F'C=140 KG/CM + 70% PGM3AREALARGO765.00CONFORME OK!MURO DE CONTENCION14.25180.00765.00MURO DE CONTENCION14.25180.00765.00CONFORME OK!05.04.07RELLENO CON MATERIAL SELECCIONADOM3540.0005.04.07RELLENO CON MATERIAL SELECCIONADOM3540.00CONFORME OK!PARTE LATERAL DEL MURO1180.001.003.00540.00PARTE LATERAL DEL MURO1180.001.003.00540.00CONFORME OK!05.04.08JUNTA DE CONSTRUCCIONM2AREA255.0005.04.08JUNTA DE CONSTRUCCIONM2AREA255.00CONFORME OK!JUNTA DE CONSTRUCCION CON TECNOPORT604.25255.00JUNTA DE CONSTRUCCION CON TECNOPORT604.25255.00CONFORME OK!05.04.09TUBERIA DE DRENAJEM476.0005.04.09TUBERIA DE DRENAJEM476.00CONFORME OK!TUBERIA DE DRENAJE PVC 3564.252.00476.00TUBERIA DE DRENAJE PVC 3564.252.00476.00CONFORME OK!N ESPECIFICACIONESUND.N de Alcant.N de VecesMEDIDASParcialTOTALN ESPECIFICACIONESUND.N de Alcant.N de VecesMEDIDASParcialTOTALCONFORME OK!LargoAnchoAlturaLargoAnchoAlturaCONFORME OK!05.05ALCANTARILLAS TMC (38 UND)05.05ALCANTARILLAS TMC (38 UND)CONFORME OK!05.05.01 DEMOLICION DE ESTRUCTURAS DE ALCANT. ANTIGUASm281450.1524324305.05.01 DEMOLICION DE ESTRUCTURAS DE ALCANT. ANTIGUASm240450.15120120.00errorCONFORME OK!05.05.02 NIVELACION, TRAZO Y REPLANTEOm23652.3105.05.02 NIVELACION, TRAZO Y REPLANTEOm23652.31CONFORME OK!TIPO I (11 Und)TIPO I (11 Und)CONFORME OK!3416.001.50306.003416.001.50306.00CONFORME OK!TIPO II (20 Und)TIPO II (20 Und)CONFORME OK!62110.802.951975.3262110.802.951975.32CONFORME OK!TIPO III (4 Und)TIPO III (4 Und)CONFORME OK!12110.184.30525.2912110.184.30525.29CONFORME OK!TIPO IV (3 Und)TIPO IV (3 Und)CONFORME OK!9118.805.00846.009118.805.00846.00CONFORME OK!05.05.03 EXCAVACION MANUAL EN TERRENO NORMALm33566.1905.05.03 EXCAVACION MANUAL EN TERRENO NORMALm33566.19CONFORME OK!TIPO I (11 Und)TIPO I (11 Und)CONFORME OK!Caja de ingreso341.001.601.451.70134.10Caja de ingreso341.001.601.451.70134.10CONFORME OK!Caja341.003.691.301.42231.66Caja341.003.691.301.42231.66CONFORME OK!Aletas de salida341.004.471.002.02307.00Aletas de salida341.004.471.002.02307.00CONFORME OK!Emboquillado de salida341.002.050.890.2012.41Emboquillado de salida341.002.050.890.2012.41CONFORME OK!341.002.901.000.2019.72341.002.901.000.2019.72CONFORME OK!Uas de salida341.007.820.200.2010.64Uas de salida341.007.820.200.2010.64CONFORME OK!CONFORME OK!TIPO II (20 Und)TIPO II (20 Und)CONFORME OK!Emboquillado de entrada621.001.801.500.2033.48Emboquillado de entrada621.001.801.500.2033.48CONFORME OK!Uas de entrada621.004.590.200.2011.38Uas de entrada621.004.590.200.2011.38CONFORME OK!Caja de ingreso621.001.601.451.70244.53Caja de ingreso621.001.601.451.70244.53CONFORME OK!Caja621.004.961.301.42567.68Caja621.004.961.301.42567.68CONFORME OK!Aletas de salida621.004.471.002.02559.82Aletas de salida621.004.471.002.02559.82CONFORME OK!Emboquillado de salida621.002.050.890.2022.62Emboquillado de salida621.002.050.890.2022.62CONFORME OK!621.002.901.000.2035.96621.002.901.000.2035.96CONFORME OK!Uas de salida621.007.820.200.2019.39Uas de salida621.007.820.200.2019.39CONFORME OK!CONFORME OK!TIPO III (4 Und)TIPO III (4 Und)CONFORME OK!Caja121.004.201.301.4293.04Caja121.004.201.301.4293.04CONFORME OK!Aletas122.004.471.001.91204.90Aletas122.004.471.001.91204.90CONFORME OK!Emboquillado de salida122.002.050.890.208.76Emboquillado de salida122.002.050.890.208.76CONFORME OK!122.002.901.000.2013.92122.002.901.000.2013.92CONFORME OK!Uas de salida122.007.820.200.207.51Uas de salida122.007.820.200.207.51CONFORME OK!CONFORME OK!TIPO IV (3 Und)TIPO IV (3 Und)CONFORME OK!Emboquillado de entrada91.001.801.500.204.86Emboquillado de entrada91.001.801.500.204.86CONFORME OK!Uas de entrada91.004.590.200.201.65Uas de entrada91.004.590.200.201.65CONFORME OK!Caja de ingreso91.001.601.701.7041.62Caja de ingreso91.001.601.701.7041.62CONFORME OK!Caja91.0013.60Area=7.47914.14Caja91.0013.60Area=7.47914.14CONFORME OK!Aletas de salida91.004.471.700.6947.19Aletas de salida91.004.471.700.6947.19CONFORME OK!Emboquillado de salida91.003.042.380.2013.02Emboquillado de salida91.003.042.380.2013.02CONFORME OK!91.002.120.700.202.6791.002.120.700.202.67CONFORME OK!Uas de salida91.007.000.200.202.52Uas de salida91.007.000.200.202.52CONFORME OK!CONFORME OK!05.05.04 BASE CON MATERIAL PROPIO SELECCIONADO, COMPACT. EQUIPO LIVIANOm3190.4805.05.04 BASE CON MATERIAL PROPIO SELECCIONADO, COMPACT. EQUIPO LIVIANOm3190.48CONFORME OK!TIPO I TIPO I CONFORME OK!Caja341.005.501.300.1024.31Caja341.005.501.300.1024.31CONFORME OK!CONFORME OK!TIPO II TIPO II CONFORME OK!Caja621.005.501.300.1044.33Caja621.005.501.300.1044.33CONFORME OK!CONFORME OK!TIPO III TIPO III CONFORME OK!Caja121.005.501.301.42121.84Caja121.005.501.301.42121.84CONFORME OK!CONFORME OK!TIPO IV TIPO IV CONFORME OK!Caja91.000.001.300.100.00Caja91.000.001.300.100.00CONFORME OK!CONFORME OK!05.05.05 ALCANTARILLA TMC 0=24" e= 1.80 mmm27.2005.05.05 ALCANTARILLA TMC 0=24" e= 1.80 mmm27.20CONFORME OK!TIPO I TIPO I CONFORME OK!Caja1.0014.4014.40Caja1.0014.4014.40CONFORME OK!CONFORME OK!TIPO IITIPO IICONFORME OK!Caja1.0012.8012.80Caja1.0012.8012.80CONFORME OK!CONFORME OK!05.05.06 ALCANTARILLA TMC 0=36" e= 2.00 mmm643.5005.05.06 ALCANTARILLA TMC 0=36" e= 2.00 mmm187.00CONFORME OK!TIPO I TIPO I CONFORME OK!Caja1.00187.00187.00Caja1.00187.00187.00CONFORME OK!CONFORME OK!TIPO II TIPO II CONFORME OK!Caja1.00341.00341.00Caja1.00341.00341.00CONFORME OK!CONFORME OK!TIPO III TIPO III CONFORME OK!Caja1.0066.0066.00Caja1.0066.0066.00CONFORME OK!CONFORME OK!TIPO IV TIPO IV CONFORME OK!Caja1.0049.5049.50Caja1.0049.5049.50CONFORME OK!CONFORME OK!05.05.07 RELLENO CON MATERIAL PROPIO SELECCIONADO, COMPACT. EQUIPO LIVIANOm31656.7505.05.07 RELLENO CON MATERIAL PROPIO SELECCIONADO, COMPACT. EQUIPO LIVIANOm31656.75CONFORME OK!TIPO I TIPO I CONFORME OK!Caja de ingreso341.001.60Area=0.189.79Caja de ingreso341.001.60Area=0.189.79CONFORME OK!Caja341.004.09Area=1.09152.00Caja341.004.09Area=1.09152.00CONFORME OK!Aletas de salida341.003.80Area=0.2127.13Aletas de salida341.003.80Area=0.2127.13CONFORME OK!CONFORME OK!TIPO II TIPO II CONFORME OK!Caja de ingreso621.001.60Area=0.1817.86Caja de ingreso621.001.60Area=0.1817.86CONFORME OK!Caja621.005.82Area=1.09394.34Caja621.005.82Area=1.09394.34CONFORME OK!Aletas de salida621.003.80Area=0.2149.48Aletas de salida621.003.80Area=0.2149.48CONFORME OK!CONFORME OK!TIPO III TIPO III CONFORME OK!Aletas ingreso121.003.80Area=0.188.21Aletas ingreso121.003.80Area=0.188.21CONFORME OK!Caja121.005.66Area=1.0974.22Caja121.005.66Area=1.0974.22CONFORME OK!Aleta salida121.003.80Area=0.219.58Aleta salida121.003.80Area=0.219.58CONFORME OK!CONFORME OK!TIPO IV TIPO IV CONFORME OK!Caja91.0013.60Area=7.47914.14Caja91.0013.60Area=7.47914.14CONFORME OK!CONFORME OK!05.05.08 SOLADO C:H 1:10m385.2005.05.08 SOLADO C:H 1:10m385.20CONFORME OK!TIPO I TIPO I CONFORME OK!Caja de ingreso341.001.601.450.107.89Caja de ingreso341.001.601.450.107.89CONFORME OK!Aletas de salida341.004.471.000.1015.20Aletas de salida341.004.471.000.1015.20CONFORME OK!CONFORME OK!TIPO II TIPO II CONFORME OK!Caja de ingreso621.001.601.450.1014.38Caja de ingreso621.001.601.450.1014.38CONFORME OK!Aletas de salida621.004.471.000.1027.71Aletas de salida621.004.471.000.1027.71CONFORME OK!CONFORME OK!TIPO III TIPO III CONFORME OK!Aletas122.004.471.000.1010.73Aletas122.004.471.000.1010.73CONFORME OK!CONFORME OK!TIPO IV TIPO IV CONFORME OK!Caja de ingreso91.001.601.700.102.45Caja de ingreso91.001.601.700.102.45CONFORME OK!Aletas de salida91.004.471.700.106.84Aletas de salida91.004.471.700.106.84CONFORME OK!CONFORME OK!05.05.09 ENCOFRADO Y DESENCOFRADO NORMALm21,609.2305.05.09 ENCOFRADO Y DESENCOFRADO NORMALm21,609.23CONFORME OK!TIPO I TIPO I CONFORME OK!Caja de ingreso342.000.751.3066.30Caja de ingreso342.000.751.3066.30CONFORME OK!342.001.201.30106.08342.001.201.30106.08CONFORME OK!Aletas de salida341.004.371.80267.44Aletas de salida341.004.371.80267.44CONFORME OK!TIPO II TIPO II CONFORME OK!Caja de ingreso622.000.751.30120.90Caja de ingreso622.000.751.30120.90CONFORME OK!622.001.201.30193.44622.001.201.30193.44CONFORME OK!Aletas de salida621.004.371.80487.69Aletas de salida621.004.371.80487.69CONFORME OK!TIPO III TIPO III CONFORME OK!Aletas ingreso121.004.371.5983.38Aletas ingreso121.004.371.5983.38CONFORME OK!Aletas salida121.004.371.8094.39Aletas salida121.004.371.8094.39CONFORME OK!TIPO IV TIPO IV CONFORME OK!Caja de ingreso92.001.001.3023.40Caja de ingreso92.001.001.3023.40CONFORME OK!92.001.201.3028.0892.001.201.3028.08CONFORME OK!Aletas de salida91.004.962.72121.42Aletas de salida91.004.962.72121.42CONFORME OK!Gradas91.001.900.406.84Gradas91.001.900.406.84CONFORME OK!91.002.740.409.8691.002.740.409.86CONFORME OK!CONFORME OK!05.05.10 ENCOFRADO Y DESENCOFRADO CARAVISTAm2942.8305.05.10 ENCOFRADO Y DESENCOFRADO CARAVISTAm2942.83CONFORME OK!TIPO I TIPO I CONFORME OK!Aletas de salida341.003.801.77228.68Aletas de salida341.003.801.77228.68CONFORME OK!342.000.201.0013.60342.000.201.0013.60CONFORME OK!TIPO II TIPO II CONFORME OK!Aletas de salida621.003.801.77417.01Aletas de salida621.003.801.77417.01CONFORME OK!622.000.201.0024.80622.000.201.0024.80CONFORME OK!TIPO III TIPO III CONFORME OK!Aletas ingreso121.003.801.5570.68Aletas ingreso121.003.801.5570.68CONFORME OK!122.000.200.793.79122.000.200.793.79CONFORME OK!Aletas salida121.003.801.7780.71Aletas salida121.003.801.7780.71CONFORME OK!122.000.201.004.80122.000.201.004.80CONFORME OK!TIPO IV TIPO IV CONFORME OK!Aletas de salida91.003.802.6088.92Aletas de salida91.003.802.6088.92CONFORME OK!92.000.301.829.8392.000.301.829.83CONFORME OK!CONFORME OK!05.05.11 CONCRETO CICLOPEO FC=175 KG/CM2 + 30 % PMm3774.8305.05.11 CONCRETO CICLOPEO FC=175 KG/CM2 + 30 % PMm3774.83CONFORME OK!TIPO I TIPO I CONFORME OK!Caja de ingreso342.000.750.201.3013.26Caja de ingreso342.000.750.201.3013.26CONFORME OK!341.001.600.201.3014.14341.001.600.201.3014.14CONFORME OK!341.001.60Area=0.4625.02341.001.60Area=0.4625.02CONFORME OK!341.001.200.200.252.04341.001.200.200.252.04CONFORME OK!Piso341.001.601.450.3023.66Piso341.001.601.450.3023.66CONFORME OK!Aletas de salida341.004.37Area=0.5378.75Aletas de salida341.004.37Area=0.5378.75CONFORME OK!341.004.37Area=0.4059.43341.004.37Area=0.4059.43CONFORME OK!341.001.200.200.252.04341.001.200.200.252.04CONFORME OK!Menos34-2.000.20Area=0.11-1.53Menos34-2.000.20Area=0.11-1.53CONFORME OK!34-1.000.38Area=0.28-3.6534-1.000.38Area=0.28-3.65CONFORME OK!34-1.000.39Area=0.28-3.7534-1.000.39Area=0.28-3.75CONFORME OK!TIPO II TIPO II CONFORME OK!Caja de ingreso622.000.750.201.3024.18Caja de ingreso622.000.750.201.3024.18CONFORME OK!621.001.600.201.3025.79621.001.600.201.3025.79CONFORME OK!621.001.60Area=0.4645.63621.001.60Area=0.4645.63CONFORME OK!621.001.200.200.253.72621.001.200.200.253.72CONFORME OK!Aletas de salida621.004.37Area=0.53143.60Aletas de salida621.004.37Area=0.53143.60CONFORME OK!621.004.37Area=0.40108.38621.004.37Area=0.40108.38CONFORME OK!621.001.200.200.253.72621.001.200.200.253.72CONFORME OK!Menos62-2.000.20Area=0.11-2.79Menos62-2.000.20Area=0.11-2.79CONFORME OK!62-1.000.20Area=0.23-2.7962-1.000.20Area=0.23-2.79CONFORME OK!62-1.000.38Area=0.28-6.6662-1.000.38Area=0.28-6.66CONFORME OK!62-1.000.39Area=0.28-6.8462-1.000.39Area=0.28-6.84CONFORME OK!TIPO III TIPO III CONFORME OK!Aletas ingreso121.004.37Area=0.4624.12Aletas ingreso121.004.37Area=0.4624.12CONFORME OK!121.004.37Area=0.4020.98121.004.37Area=0.4020.98CONFORME OK!121.001.200.200.250.72121.001.200.200.250.72CONFORME OK!Aletas salida121.004.37Area=0.5327.79Aletas salida121.004.37Area=0.5327.79CONFORME OK!121.004.37Area=0.4020.98121.004.37Area=0.4020.98CONFORME OK!121.001.200.200.250.72121.001.200.200.250.72CONFORME OK!Menos12-1.000.38Area=0.28-1.29Menos12-1.000.38Area=0.28-1.29CONFORME OK!12-1.000.39Area=0.28-1.3212-1.000.39Area=0.28-1.32CONFORME OK!TIPO IV TIPO IV CONFORME OK!Caja de ingreso92.001.000.201.304.68Caja de ingreso92.001.000.201.304.68CONFORME OK!91.001.600.201.303.7491.001.600.201.303.74CONFORME OK!91.001.60Area=0.527.4991.001.60Area=0.527.49CONFORME OK!91.001.200.300.250.8191.001.200.300.250.81CONFORME OK!Piso91.001.601.700.307.34Piso91.001.601.700.307.34CONFORME OK!Aletas de salida91.004.96Area=1.8281.24Aletas de salida91.004.96Area=1.8281.24CONFORME OK!91.004.96Area=0.8537.9491.004.96Area=0.8537.94CONFORME OK!Menos9-2.000.20Area=0.11-0.41Menos9-2.000.20Area=0.11-0.41CONFORME OK!9-1.000.20Area=0.23-0.419-1.000.20Area=0.23-0.41CONFORME OK!9-1.000.42Area=0.64-2.409-1.000.42Area=0.64-2.40CONFORME OK!9-1.000.57Area=0.64-3.269-1.000.57Area=0.64-3.26CONFORME OK!CONFORME OK!05.05.12 CONCRETO CICLOPEO F'C=140 KG/CM2 + 30 % PM.m36.5305.05.12 CONCRETO CICLOPEO F'C=140 KG/CM2 + 30 % PM.m36.53CONFORME OK!TIPO IV TIPO IV CONFORME OK!Gradas91.001.200.500.402.16Gradas91.001.200.500.402.16CONFORME OK!92.00Area=0.060.400.4592.00Area=0.060.400.45CONFORME OK!91.001.620.500.402.9291.001.620.500.402.92CONFORME OK!92.00Area=0.140.401.0192.00Area=0.140.401.01CONFORME OK!CONFORME OK!05.05.13 EMBOQUILLADO DE PIEDRA F'C=140 KG/CM2 + 70% P.M.m3220.5105.05.13 EMBOQUILLADO DE PIEDRA F'C=140 KG/CM2 + 70% P.M.m3220.51CONFORME OK!TIPO I TIPO I CONFORME OK!Emboquillado de salida341.002.050.890.2012.41Emboquillado de salida341.002.050.890.2012.41CONFORME OK!341.002.901.000.2019.72341.002.901.000.2019.72CONFORME OK!Uas de salida341.007.820.200.2010.64Uas de salida341.007.820.200.2010.64CONFORME OK!CONFORME OK!TIPO II TIPO II CONFORME OK!Emboquillado de entrada621.001.801.500.2033.48Emboquillado de entrada621.001.801.500.2033.48CONFORME OK!Uas de entrada621.004.590.200.2011.38Uas de entrada621.004.590.200.2011.38CONFORME OK!Emboquillado de salida621.002.050.890.2022.62Emboquillado de salida621.002.050.890.2022.62CONFORME OK!621.002.901.000.2035.96621.002.901.000.2035.96CONFORME OK!Uas de salida621.007.820.200.2019.39Uas de salida621.007.820.200.2019.39CONFORME OK!CONFORME OK!TIPO III TIPO III CONFORME OK!Emboquillado de entrada y salida122.002.050.890.208.76Emboquillado de entrada y salida122.002.050.890.208.76CONFORME OK!122.002.901.000.2013.92122.002.901.000.2013.92CONFORME OK!Uas de salida122.007.820.200.207.51Uas de salida122.007.820.200.207.51CONFORME OK!CONFORME OK!TIPO IV TIPO IV CONFORME OK!Emboquillado de entrada91.001.801.500.204.86Emboquillado de entrada91.001.801.500.204.86CONFORME OK!Uas de entrada91.004.590.200.201.65Uas de entrada91.004.590.200.201.65CONFORME OK!Emboquillado de salida91.003.042.380.2013.02Emboquillado de salida91.003.042.380.2013.02CONFORME OK!91.002.120.700.202.6791.002.120.700.202.67CONFORME OK!Uas de salida91.007.000.200.202.52Uas de salida91.007.000.200.202.52CONFORME OK!CONFORME OK!05.05.14 ELIMINACION DE MATERIAL EXCEDENTE D=30Mm32800.9905.05.14 ELIMINACION DE MATERIAL EXCEDENTE D=30Mm32800.99CONFORME OK!Material excavado3566.191.254457.74Material excavado3566.191.254457.74CONFORME OK!Material usado en relleno-1656.75-1656.75Material usado en relleno-1656.75-1656.75CONFORME OK!CONFORME OK!CONFORME OK!05.06BADEN (07 UND)05.06BADEN (07 UND)CONFORME OK!05.06.01DEMOLICION DE ESTRUCTURAS ANTIGUAS EN BADENES05.06.01DEMOLICION DE ESTRUCTURAS ANTIGUAS EN BADENESCONFORME OK!Demolicion de badenes existentesm210185400.00400.00Demolicion de badenes existentesm210185400.00400.00CONFORME OK!05.06.02TRAZO Y REPLANTEO EN BADENm2492.0005.06.02TRAZO Y REPLANTEO EN BADENm2492.00CONFORME OK!Prog. Prog. CONFORME OK!Planta918.006.00432.00Planta918.006.00432.00CONFORME OK!Prog. 38+040Prog. 38+040CONFORME OK!Planta1110.006.0060.00Planta1110.006.0060.00CONFORME OK!CONFORME OK!CONFORME OK!05.06.03CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA m3138.8605.06.03CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA m3138.86CONFORME OK!Prog. 9Prog. 9CONFORME OK!Badn918.006.000.2086.40Badn918.006.000.2086.40CONFORME OK!uas longitudinales928.000.300.3012.96uas longitudinales928.000.300.3012.96CONFORME OK!uas laterales926.000.300.309.72uas laterales926.000.300.309.72CONFORME OK!CONFORME OK!Prog. 38+0401Prog. 38+0401CONFORME OK!Badn1110.006.000.2012.00Badn1110.006.000.2012.00CONFORME OK!uas longitudinales1210.000.300.301.80uas longitudinales1210.000.300.301.80CONFORME OK!uas laterales126.000.300.301.08uas laterales126.000.300.301.08CONFORME OK!Muro11Area=10.001.4914.90Muro11Area=10.001.4914.90CONFORME OK!05.06.04SOLADO PARA ESTRUCTURAS E = 4"M21.3505.06.04SOLADO PARA ESTRUCTURAS E = 4"M21.35CONFORME OK!CONFORME OK!Prog. 38+040Prog. 38+040CONFORME OK!Badn1110.001.3513.50Badn1110.001.3513.50CONFORME OK!CONFORME OK!05.06.05 CONCRETO F'c = 175 KG/CM2 + 30%PM,m313.5005.06.05 CONCRETO F'c = 175 KG/CM2 + 30%PM,m313.50CONFORME OK!99CONFORME OK!Badn918.006.000.2086.40Badn918.006.000.2086.40CONFORME OK!uas longitudinales928.000.300.3012.96uas longitudinales928.000.300.3012.96CONFORME OK!uas laterales926.000.300.309.72uas laterales926.000.300.309.72CONFORME OK!CONFORME OK!Prog. 38+040Prog. 38+040CONFORME OK!Badn1110.006.000.2012.00Badn1110.006.000.2012.00CONFORME OK!uas longitudinales1210.000.300.301.80uas longitudinales1210.000.300.301.80CONFORME OK!uas laterales126.000.300.301.08uas laterales126.000.300.301.08CONFORME OK!05.06.06 MAMPOSTERIA DE PIEDRAm314.9005.06.06 MAMPOSTERIA DE PIEDRAm314.90CONFORME OK!Prog. 38+0401Prog. 38+0401CONFORME OK!Muro11Area=10.001.4914.90Muro11Area=10.001.4914.90CONFORME OK!CONFORME OK!05.06.07CONCRETO f'c=210 kg/cm2 EN BADENm3123.9605.06.07CONCRETO f'c=210 kg/cm2 EN BADENm3123.96CONFORME OK!09 unidades de baden09 unidades de badenCONFORME OK!Badn918.006.000.2086.40Badn918.006.000.2086.40CONFORME OK!uas longitudinales928.000.300.3012.96uas longitudinales928.000.300.3012.96CONFORME OK!uas laterales926.000.300.309.72uas laterales926.000.300.309.72CONFORME OK!CONFORME OK!Prog. 38+040Prog. 38+040CONFORME OK!Badn1110.006.000.2012.00Badn1110.006.000.2012.00CONFORME OK!uas longitudinales1210.000.300.301.80uas longitudinales1210.000.300.301.80CONFORME OK!uas laterales126.000.300.301.08uas laterales126.000.300.301.08CONFORME OK!CONFORME OK!05.06.08 JUNTAS CON RELLENO ASFALTICO E=1" EN CONCRETO m142.0005.06.08 JUNTAS CON RELLENO ASFALTICO E=1" EN CONCRETO m142.00CONFORME OK!09 unidades de baden09 unidades de badenCONFORME OK!Badn918.0072.00Badn918.0072.00CONFORME OK!longitudinales916.0054.00longitudinales916.0054.00CONFORME OK!Prog. 38+040Prog. 38+040CONFORME OK!Badn1110.0010.00Badn1110.0010.00CONFORME OK!longitudinales116.006.00longitudinales116.006.00CONFORME OK!05.06.09JUNTA CON WATER STOP DE 6"m142.0005.06.09JUNTA CON WATER STOP DE 6"m142.00CONFORME OK!uas longitudinalesuas longitudinalesCONFORME OK!Badn918.0072.00Badn918.0072.00CONFORME OK!longitudinales916.0054.00longitudinales916.0054.00CONFORME OK!Prog. 38+040Prog. 38+040CONFORME OK!Badn1110.0010.00Badn1110.0010.00CONFORME OK!longitudinales116.006.00longitudinales116.006.00CONFORME OK!05.06.10 ENCOFRADO Y DESENCOFRADO BADENm269.0005.06.10 ENCOFRADO Y DESENCOFRADO BADENm269.00CONFORME OK!09 unidades de baden09 unidades de badenCONFORME OK!Badn938.000.2043.20Badn938.000.2043.20CONFORME OK!longitudinales933.000.2016.20longitudinales933.000.2016.20CONFORME OK!CONFORME OK!Prog. 38+040Prog. 38+040CONFORME OK!Badn1310.000.206.00Badn1310.000.206.00CONFORME OK!longitudinales136.000.203.60longitudinales136.000.203.60CONFORME OK!CONFORME OK!05.06.11ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm3173.5805.06.11ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm3173.58CONFORME OK!1.25138.86173.581.25138.86173.58CONFORME OK!06PRUEBAS DE CONTROL DE CALIDAD06PRUEBAS DE CONTROL DE CALIDADCONFORME OK!06.01 PRUEBA DE DISEO DE MEZCLAS DE CONCRETOund3.003.003.0006.01 PRUEBA DE DISEO DE MEZCLAS DE CONCRETO0.000.000.000.00error06.02 PRUEBA DE CALIDAD DE CONCRETOund45.0045.0045.0006.02 PRUEBA DE CALIDAD DE CONCRETO0.000.000.000.00error06.03 PRUEBA DE COMPACTACION DE SUELOSund40.0040.0040.0006.03 PRUEBA DE COMPACTACION DE SUELOS0.000.000.000.00error07SEALIZACIONES Y SEGURIDAD VIAL0.000.000.0007SEALIZACIONES Y SEGURIDAD VIAL0.000.000.00CONFORME OK!07.01 HITO KILOMETRICO0.000.000.0007.01 HITO KILOMETRICO0.000.000.00CONFORME OK!07.01.01 EXCAVACION MANUAL EN TERRENO NORMALm33.293.293.2907.01.01 EXCAVACION MANUAL EN TERRENO NORMAL0.000.000.000.00error07.01.02 CONCRETO F'C=140 KG/CM2m33.293.293.2907.01.02 CONCRETO F'C=140 KG/CM20.000.000.000.00error07.01.03 ENCOFRADO Y DESENCOFRADOm214.9014.9014.9007.01.03 ENCOFRADO Y DESENCOFRADO0.000.000.000.00error07.01.04 CONCRETO F'C=175 KG/CM2m31.201.201.2007.01.04 CONCRETO F'C=175 KG/CM20.000.000.000.00error07.01.05 ACERO GRADO 60 FY=4200KG/CM2kg153.26153.26153.2607.01.05 ACERO GRADO 60 FY=4200KG/CM20.000.000.000.00error07.01.06 REVESTIMIENTO DE SUPERFICIEm214.9014.9014.9007.01.06 REVESTIMIENTO DE SUPERFICIE0.000.000.000.00error07.01.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICOm214.9014.9014.9007.01.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICO0.000.000.000.00error07.02 SEALIZACIONES INFORMATIVOS0.000.000.0007.02 SEALIZACIONES INFORMATIVOS0.000.000.00CONFORME OK!07.02.01 EXCAVACION MANUAL EN TERRENO NORMALm3151.20151.20151.2007.02.01 EXCAVACION MANUAL EN TERRENO NORMAL0.000.000.000.00error07.02.02 CONCRETO F'C=140 KG/CM2m3151.20151.20151.2007.02.02 CONCRETO F'C=140 KG/CM20.000.000.000.00error07.02.03 ENCOFRADO Y DESENCOFRADOm2436.00436.00436.0007.02.03 ENCOFRADO Y DESENCOFRADO0.000.000.000.00error07.02.04 REVESTIMIENTO DE SUPERFICIEm2436.00436.00436.0007.02.04 REVESTIMIENTO DE SUPERFICIE0.000.000.000.00error07.02.05 SEALES INFORMATIVOS INC/FABRIC. Y COLOC. (0.40x0.6M)und12.0012.0012.0007.02.05 SEALES INFORMATIVOS INC/FABRIC. Y COLOC. (0.40x0.6M)0.000.000.000.00error07.02.06 SEALES PREVENTIVAS INC/FABRIC. Y COLOC. (0.90x1.50M)und382.00382.00382.0007.02.06 SEALES PREVENTIVAS INC/FABRIC. Y COLOC. (0.90x1.50M)0.000.000.000.00error07.02.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICOm2436.00436.00436.0007.02.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICO0.000.000.000.00error08MITIGACION AMBIENTAL08MITIGACION AMBIENTALCONFORME OK!08.01 IMPACTO AMBIENTAL A TODO COSTOund1.001.001.0008.01 IMPACTO AMBIENTAL A TODO COSTOund0.150.150.15error09CAPACITACION09CAPACITACIONCONFORME OK!09.01 CAPACITACIONmes6.006.006.0009.01 CAPACITACIONmes1.001.001.00error09.02 PLAN DE MONITOREO ARQUEOLOGICOmes6.006.006.0009.02 PLAN DE MONITOREO ARQUEOLOGICOmes1.001.001.00error10VARIOS10VARIOSCONFORME OK!10.01 FLETE TERRESTREGLB1.001.001.0010.01 FLETE TERRESTREGLB0.350.350.35errorCONFORME OK!

ExplaAbrlMOVIMIENTO DE TIERRAS A NIVEL DE RASANTE

(DEL 26 DE MARZO AL 30 DE ABRIL DEL 2014)

OBRA : REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS - CCAPACCALLA - SOCCACANCHA - TAYPICHA - TURPO - BELEN DE ANTA, DEL DIST. DE TURPO, PROV. DE ANDAHUAYLAS - APURIMACPROPIETARIO : MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASLOCALIDAD: MULTICOMUNALCONTRATISTA : CONSORCIO BELEN ANTADISTRITO: TURPOSUPERVISOR : Ing. LEONEL VARGAS ESCOBAR CIP N 133064PROVINCIA: ANDAHUAYLASRESIDENTE : Ing. OSCAR MIGUEL CUCHULA ZEVALLOS CIP N 125196DEPARTAMENTO: APURIMAC

TRAMOAREA DEAREA DEDISTANCIAVOLUMEN DEVOLUMEN DEVOLUMEN DE CORTE - RELLENODISPONIBLENCORTERELLENOPROM.CORTERELLENOMATERIAL SUELTOROCA SUELTAROCA FIJAPARA 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TOTAL2,810.7950,693.595,963.952,981.9856,828.73RESUMEN DEL MOVIMIENTO DE TIERRAS:MATERIALVOLUMENF. ESPONJAM.V. TOTALMATERIAL SUELTO *47,882.8015%55,065.22ROCA SUELTA5,963.9530%7,753.14ROCA FIJA2,981.9840%4,174.77* Se considera el descuento por material de relleno (prestamo con material propio).66,993.13

AfirmAbrlHOJA DE METRADOS MATERIAL AFIRMADO(DEL 26 DE MARZO AL 30 DE ABRIL DEL 2014)OBRA : REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS - CCAPACCALLA - SOCCACANCHA - TAYPICHA - TURPO - BELEN DE ANTA, DEL DIST. DE TURPO, PROV. DE ANDAHUAYLAS - APURIMACPROPIETARIO : MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASLOCALIDAD: MULTICOMUNALCONTRATISTA : CONSORCIO BELEN ANTADISTRITO: TURPOSUPERVISOR : Ing. LEONEL VARGAS ESCOBAR CIP N 133064PROVINCIA: ANDAHUAYLASRESIDENTE : Ing. OSCAR MIGUEL CUCHULA ZEVALLOS CIP N 125196DEPARTAMENTO: APURIMAC

PROGRESIVAANCHODISTANCIAESPONJAMIENTOESPESORVOLUMEN A VOLUMEN DE LAPROGRESIVASDELDELEXTRAERCONVIAMLMATERIALAFIRMADODE 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V 0+00 - 39+26032389.5 m7939.8

RESUMENVolumen total para terraplenes7939.8Area total del afirmado215930 m2

Hoja1CALENDARIO REPROGRAMADO262728293031240XXXXXX6marzo240123456789101112131415161718192021222324252627282930XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX30Abril12345678910111213141516171819202122232425262728293031XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX31Mayo123456789101112131415161718192021222324252627282930XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX30Junio12345678910111213141516171819202122232425262728293031XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX31Julio12345678910111213141516171819202122232425262728293031XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX31Agosto123456789101112131415161718192021222324252627282930XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX30Setiembre12345678910111213141516171819202122232425262728293031XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX31Octubre123456789101112131415161718192021222324252627282930XXXXXXXXXXXXXXXXXXXX20Noviembre123456789101112131415161718192021222324252627282930310Diciembre240

FINANCIERO CRONOGRAMA DE EJECUCION FINANCIERA (VALORIZADO)

OBRA:REHABILITACIN DEL CAMINO VECINAL ANDAHUAYLAS CCAPACCALLA SOCCACANCHA TAYPICHA TURPO BELN DE ANTA, DEL DISTRITO DE TURPO, PROVINCIA DE ANDAHUAYLAS APURMACPROPIETARIO MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASINICIO DE OBRA:26 DE MARZO DEL 2014CONTRATISTA CONSORCIO BELEN ANTAPLAZO BASE: 240 DIAS CALENDARIOSTERMINO CONTRACTUAL:: 20 DE NOVIEMBRE DEL 2014ITEMDESCRIPCIONUNIDADMETRADOPRECIOUNITARIOS/.COSTO PARCIALS/.CRONOGRAMA DE DESEMBOLSO MENSUAL (S/.)1 MES2 MES3 MES4 MES5 MES6 MES7 MES8 MES

01OBRAS PROVISIONALES01.01 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40Mund1.001,338.011,338.011,338.010.000.000.001,338.010.0001.02 CAMPAMENTO PROVISIONAL DE LA OBRAm280.0054.884,390.404,390.400.000.000.004,390.400.0002OBRAS PRELIMINARES0.000.000.000.000.000.0002.01 TRAZO, NIVELACION Y REPLANTEO CON EQUIPO TOP.KM39.26254.9310,008.558,006.842,001.710.000.0010,008.550.0002.02 REPLANTEO DURANTE EL PROCESO DE EJECUCIONKM39.26544.7521,386.8912,832.138,554.760.000.0021,386.890.0002.03 MOVILIZACION Y DESMOVILIZACION MAQUINARIA A OBRAGLB1.0010,627.9610,627.967,439.573,188.390.000.0010,627.960.0003MOVIMIENTO DE TIERRAS0.000.000.000.000.000.0003.01 CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m372,030.873.07221,134.77132,680.8688,453.910.000.00221,134.770.0003.02 CORTE EN ROCA SUELTA (PERF. Y DISPARO) R=250 M3,COMPRESORA 250 HP (2300-3800 msnm)m38,474.229.0376,522.2161,217.7715,304.440.000.0076,522.210.0003.03 CORTE EN ROCA FIJA (PERF. Y DISPARO) R=260 M3, COMPRESORA 150HP 600-590 PCM (2300-3800 msnm)m34,237.1115.5866,014.1726,405.6733,007.096,601.420.0066,014.170.0003.04 EXCAV. DESQ. Y PEYNADO DE TALUD ROCA DURA R=350 M3 TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m34,237.114.8020,338.138,135.2510,169.072,033.810.0020,338.130.0003.05 CONFORMACION DE TERRAPLENES C/MATERIAL PROPIOm34,048.113.7315,099.450.0015,099.450.000.0015,099.450.0003.06 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm380,694.096.79547,912.870.00219,165.15328,747.720.00547,912.870.0004AFIRMADO DE PLATAFORMA DE VIA0.000.000.000.000.000.0004.01 PERFILADO Y COMPACTADO DE LA SUBRASANTEm2215,930.001.06228,885.8022,888.5868,665.7468,665.7468,665.74228,885.800.0004.02 EXTRACCION Y APILAMIENTO DE MATERIAL AFIRMADO RENDIMIENTO=370 M3/DIAm338,867.402.95114,658.8334,397.6534,397.6534,397.6511,465.88114,658.830.0004.03 ZARANDEO DE MATERIALm338,867.402.5799,889.2229,966.7729,966.7729,966.779,988.9299,889.220.0004.04 CARGUIO RENDIMIENTO= 750 M3/DIAm338,867.401.7668,406.620.006,840.6620,521.9920,521.9920,521.9968,406.620.0004.05 TRANSPORTE DE MATERIAL PARA LASTRADO RENDIMIENTO=360.6 M3/DIAm338,867.404.52175,680.650.0017,568.0752,704.2052,704.2052,704.20175,680.650.0004.06 RIEGO RENDIMIENTO = 65 M3/DIAm311,660.229.74113,570.540.000.0022,714.1134,071.1656,785.27113,570.540.0004.07 AFIRMADO E = 0.15M. + ESTABILIZADORm238,867.401.0741,588.120.000.008,317.6212,476.4420,794.0641,588.120.0004.08 CUNETAS0.000.000.000.000.000.0004.08.01 EXCAVACION DE CUNETAS EN MAT. SUELTOm39,260.001.2649,467.600.000.0014,840.2814,840.2819,787.0449,467.600.0004.09 PAVIMENTACION AV. LOS LIRIOS0.000.000.000.000.000.0004.09.01 OBRAS PROVISIONALES0.000.000.000.000.000.0004.09.01.01 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40Mund1.001,103.331,103.330.001,103.330.000.001,103.330.0004.09.01.02 ALQUILER DE LOCAL DE OBRAmes4.00381.361,525.440.001,525.440.000.001,525.440.0004.09.02 TRABAJOS PRELIMINARES0.000.000.000.000.000.0004.09.02.01 LIMPIEZA DE TERRENO MANUALm22,560.001.263,225.600.003,225.600.000.003,225.600.0004.09.02.02 TRAZO Y REPLANTEO CON EQUIPOm22,560.000.721,843.200.001,843.200.000.001,843.200.0004.09.03 MOVIMIENTO DE TIERRAS0.000.000.000.000.000.0004.09.03.01 CORTE DE MATERIAL SUELTO RENDIMIENTO=460 M3/DIAm31,658.404.136,849.190.002,054.764,794.430.006,849.190.0004.09.03.02 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm31,990.085.4010,746.430.003,223.937,522.500.0010,746.430.0004.09.03.03 PERFILADO Y COMPACTADO DE SUB RASANTEm32,560.003.739,548.800.002,864.646,684.160.009,548.800.0004.09.03.04 CONFORMACION DE SUB BASE C/MATERIAL PRESTAMOm3512.0040.2120,587.520.000.0020,587.520.0020,587.520.0004.09.03.05 CONFORMACION DE BASE C/MATERIAL PRESTAMOm3512.0040.8120,894.720.000.0020,894.720.0020,894.720.0004.09.04 PAVIMENTO0.000.000.000.000.000.0004.09.04.01 ENCOFRADO Y DESENCOFRADOm2400.4027.1410,866.860.000.003,260.067,606.8010,866.860.0004.09.04.02 CONCRETO F'c=210 KG/CM2 EN LOSASm3512.00360.17184,407.040.000.0055,322.1192,203.5236,881.41184,407.040.0004.09.04.03 JUNTAS CON RELLENO ASFALTICO E=1" EN CONCRETO FC=210KG/CM2m1,242.006.568,147.520.000.002,444.264,073.761,629.508,147.520.0004.09.04.04 CURADO DE CONCRETOm22,560.004.5911,750.400.000.003,525.125,875.202,350.0811,750.400.0004.09.05 PRUEBAS DE CONTROL DE CALIDAD0.000.000.000.000.000.0004.09.05.01 PRUEBA DE COMPACTACION DE SUELOSund4.00254.241,016.960.000.001,016.960.001,016.960.0004.09.05.02 PRUEBA DE DISEO DE MEZCLAS DE CONCRETOund1.00635.59635.590.00635.590.000.00635.590.0004.09.05.03 PRUEBA DE CALIDAD DE CONCRETOund40.0025.421,016.800.000.000.001,016.801,016.800.0004.09.06 VARIOS0.000.000.000.000.000.0004.09.06.01 LIMPIEZA GENERAL DE OBRAm22,560.000.822,099.200.000.000.000.002,099.202,099.200.0004.09.07 PINTADO DE MARCAS EN EL PAVIMENTO0.000.000.000.000.000.0004.09.07.01 PINTURA DE TRANSITO EN PAVIMENTOSm232.009.94318.080.000.000.000.00318.08318.080.0005OBRAS DE ARTE Y DRENAJE0.000.000.000.000.000.0005.01 CONSTRUCCION DE PONTON (02 UND, L=6.00M)0.000.000.000.000.000.0005.01.01 TRABAJOS PRELIMINARES0.000.000.000.000.000.0005.01.01.01 TRAZO Y REPLANTEO CON EQUIPOm2302.080.72217.500.000.000.000.00217.50217.500.0005.01.02 MOVIMIENTO DE TIERRAS0.000.000.000.000.000.0005.01.02.01 EXCAVACIONES MASIVAS EN MATERIAL SATURADOm3423.033.221,362.160.000.000.000.001,362.161,362.160.0005.01.02.02 RELLENO CON MAT. PRESTAMO COMPACTADOm333.7051.681,741.620.000.000.000.001,741.621,741.620.0005.01.03 ESTRIBOS0.000.000.000.000.000.0005.01.03.01 SOLADO PARA ESTRIBOS E = 4"m297.8030.913,023.000.000.000.000.003,023.003,023.000.0005.01.03.02 CONCRETO F'C= 210 KG/CM2 EN PONTONm3202.45360.1772,916.420.000.000.000.0072,916.4272,916.420.0005.01.03.03 ENCOFRADO Y DESENCOFRADOm2401.8827.1410,907.020.000.000.000.0010,907.0210,907.020.0005.01.03.04 REVESTIMIENTO DE SUPERFICIEm2102.5418.091,854.950.000.000.000.001,854.951,854.950.0005.01.04 LOSA0.000.000.000.000.000.0005.01.04.01 CONCRETO F'C= 210 KG/CM2 EN PONTONm331.42360.1711,316.540.000.000.000.0011,316.5411,316.540.0005.01.04.02 ACERO GRADO 60 FY=4200KG/CM2 PARA PUENTESkg3,197.994.5614,582.830.000.000.000.0014,582.8314,582.830.0005.01.04.03 ENCOFRADO Y DESENCOFRADOm280.0027.142,171.200.000.000.000.002,171.202,171.200.0005.01.04.04 REVESTIMIENTO DE SUPERFICIEm236.8018.09665.710.000.000.000.00665.71665.710.0005.01.05 FALSO PUENTE0.000.000.000.000.000.0005.01.05.01 HABILITACION DE SOLERAS Y PUNTALESm263.92269.2817,212.380.000.000.000.0017,212.3817,212.380.0005.01.06 OTROS0.000.000.000.000.000.0005.01.06.01 BARANDA PARA PUENTESm27.20452.2412,300.930.000.000.000.0012,300.9312,300.930.0005.01.06.02 APOYO FIJOund4.001,043.884,175.520.000.000.000.004,175.524,175.520.0005.01.06.03 APOYO MOVILund4.001,890.977,563.880.000.000.000.007,563.887,563.880.0005.01.06.04 JUNTAS DE DILATACION EN PUENTEm20.80165.173,435.540.000.000.000.003,435.543,435.540.0005.01.06.05 TUBERIA DE DRENAJEm8.0011.6693.280.000.000.000.0093.2893.280.0005.02 CONSTRUCCION DE PONTON (01 UND, L=4.00M)0.000.000.000.000.000.0005.02.01 TRABAJOS PRELIMINARES0.000.000.000.000.000.0005.02.01.01 TRAZO Y REPLANTEO CON EQUIPOm2151.040.72108.750.000.000.000.00108.75108.750.0005.02.02 MOVIMIENTO DE TIERRAS0.000.000.000.000.000.0005.02.02.01 EXCAVACIONES MASIVAS EN MATERIAL SATURADOm3211.523.22681.090.000.000.000.00681.09681.090.0005.02.02.02 RELLENO CON MAT. PRESTAMO COMPACTADOm316.8551.68870.810.000.000.000.00870.81870.810.0005.02.03 ESTRIBOS0.000.000.000.000.000.0005.02.03.01 SOLADO PARA ESTRIBOS E = 4"m248.9030.911,511.500.000.000.000.001,511.501,511.500.0005.02.03.02 CONCRETO F'C= 210 KG/CM2 EN PONTONm3101.23360.1736,460.010.000.000.000.0036,460.0136,460.010.0005.02.03.03 ENCOFRADO Y DESENCOFRADOm2200.9427.145,453.510.000.000.000.005,453.515,453.510.0005.02.03.04 REVESTIMIENTO DE SUPERFICIEm251.2718.09927.470.000.000.000.00927.47927.470.0005.02.04 LOSA0.000.000.000.000.000.0005.02.04.01 CONCRETO F'C= 210 KG/CM2 EN PONTONm311.09360.173,994.290.000.000.000.003,994.293,994.290.0005.02.04.02 ACERO GRADO 60 FY=4200KG/CM2 PARA PUENTESkg1,598.994.567,291.390.000.000.000.007,291.397,291.390.0005.02.04.03 ENCOFRADO Y DESENCOFRADOm227.2027.14738.210.000.000.000.00738.21738.210.0005.02.04.04 REVESTIMIENTO DE SUPERFICIEm212.8018.09231.550.000.000.000.00231.55231.550.0005.02.05 FALSO PUENTE0.000.000.000.000.000.0005.02.05.01 HABILITACION DE SOLERAS Y PUNTALESm222.56269.286,074.960.000.000.000.006,074.966,074.960.0005.02.06 OTROS0.000.000.000.000.000.0005.02.06.01 BARANDA PARA PUENTESm9.60452.244,341.500.000.000.000.004,341.504,341.500.0005.02.06.02 APOYO FIJOund2.001,043.882,087.760.000.000.000.002,087.762,087.760.0005.02.06.03 APOYO MOVILund2.001,890.973,781.940.000.000.000.003,781.943,781.940.0005.02.06.04 JUNTAS DE DILATACION EN PUENTEm10.40165.171,717.770.000.000.000.001,717.771,717.770.0005.02.06.05 TUBERIA DE DRENAJEm4.0011.6646.640.000.000.000.0046.6446.640.0005.03 MEJORAMIENTO DE PUENTE EXISTENTE (L=13M)0.000.000.000.000.000.0005.03.01 BARANDA PARA PUENTESm27.60452.2412,481.820.000.000.000.0012,481.8212,481.820.0005.03.02 JUNTAS DE DILATACION EN PUENTEm10.40165.171,717.770.000.000.000.001,717.771,717.770.0005.04 CONSTRUCCION DE MUROS DE CONTENCION0.000.000.000.000.000.0005.04.01 TRAZO Y REPLANTEOm2378.003.201,209.600.000.000.001,209.601,209.600.0005.04.02 EXCAVACION MANUAL EN TERRENO NORMALm3453.6014.126,404.830.000.000.006,404.836,404.830.0005.04.03 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm3567.005.403,061.800.000.000.003,061.803,061.800.0005.04.04 PERFILADO Y COMPACTADO DE FONDO DE MUROS (MANUAL)m2378.001.91721.980.000.000.00721.98721.980.0005.04.05 ENCOFRADO Y DESENCOFRADOm2789.0427.1421,414.550.000.000.0021,414.5521,414.550.0005.04.06 CONCRETO F'C=140 KG/CM2 + 70% PGm3765.00127.0897,216.200.000.000.0097,216.2097,216.200.0005.04.07 RELLENO CON MAT. PRESTAMO COMPACTADOm3540.0051.6827,907.200.000.000.0027,907.2027,907.200.0005.04.08 JUNTAS DE CONSTRUCCION CON TECNOPORTm255.005.491,399.950.000.000.001,399.951,399.950.0005.04.09 TUBERIA DE DRENAJEm476.0011.665,550.160.000.000.005,550.165,550.160.0005.05 ALCANTARILLAS0.000.000.000.000.000.0005.05.01 DEMOLICION DE ESTRUCTURAS DE ALCANT. ANTIGUASm2243.0012.993,156.570.000.000.000.003,156.573,156.570.0005.05.02 TRAZO Y REPLANTEO EN ALCANTARILLASm23,652.313.5312,892.650.000.000.000.0012,892.6512,892.650.0005.05.03 EXCAVACION MANUAL EN TERRENO NORMALm33,566.1914.1250,354.600.000.000.000.0010,070.9220,141.8420,141.8450,354.600.0005.05.04 BASE CON MATERIAL PROPIO SELECCIONADOm3190.4819.623,737.220.000.000.000.00747.441,494.891,494.893,737.220.0005.05.05 INSTAL. DE ALCANT. TMC.DIAM.=24",e=1.8mmm27.20392.0710,664.300.000.000.000.006,398.584,265.7210,664.300.0005.05.06 INSTAL. DE ALCANT. TMC.DIAM.=36",e=2.0mmm643.50427.66275,199.210.000.000.000.00165,119.53110,079.68275,199.210.0005.05.07 RELLENO CON MAT. PROPIO COMPACTADO R=600 M3 C/TRACTOR ORUGA D7G 190 - 240 HPm31,656.7542.1869,881.720.000.000.000.0034,940.8634,940.8669,881.720.0005.05.08 SOLADO PARA ALCANTARILLASm285.2030.912,633.530.000.000.000.001,316.77790.06526.712,633.530.0005.05.09 ENCOFRADO Y DESENCOFRADOm21,609.2327.1443,674.500.000.000.000.0021,837.2513,102.358,734.9043,674.500.0005.05.10 ENCOFRADO Y DESENCOFRADO EN LOSA DE ALCANT.m2942.8324.7823,363.330.000.000.000.0011,681.677,009.004,672.6723,363.330.0005.05.11 CONCRETO F'c = 175 KG/CM2 + 30%PM, EN MUROS Y FONDO DE ALCANT.m3774.83256.40198,666.410.000.000.000.0099,333.2159,599.9239,733.28198,666.410.0005.05.12 CONCRETO F'C=140 KG/CM2 + 30% PGm36.53206.691,349.690.000.000.000.00944.78404.911,349.690.0005.05.13 CONCRETO PARA EMBOQUILLADO FC=140 KG/CM2 + 70 % PG.m2220.5148.7510,749.860.000.000.000.003,224.967,524.9010,749.860.0005.05.14 ELIMINACION MATERIAL EXCEDENTEm32,800.996.8719,242.800.000.000.000.0011,545.687,697.1219,242.800.0005.06 BADENES0.000.000.000.000.000.0005.06.01 DEMOLICION DE ESTRUCTURAS ANTIGUAS EN BADENESm2400.0012.995,196.000.000.000.000.001,039.204,156.805,196.000.0005.06.02 TRAZO Y REPLANTEO EN BADENm2492.003.731,835.160.000.000.000.00367.031,468.131,835.160.0005.06.03 CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m3138.862.83392.970.000.000.000.0078.59314.38392.970.0005.06.04 SOLADO PARA ESTRUCTURAS E = 4"m21.3530.9141.730.000.000.000.0041.7341.730.0005.06.05 CONCRETO F'c = 175 KG/CM2 + 30%PM,m313.50256.403,461.400.000.000.000.001,730.701,730.703,461.400.0005.06.06 MAMPOSTERIA DE PIEDRAm314.9085.891,279.760.000.000.000.001,279.761,279.760.0005.06.07 CONCRETO F'C= 210 KG/CM2 EN BADENm3123.96317.3739,341.190.000.000.000.0039,341.1939,341.190.0005.06.08 JUNTAS CON RELLENO ASFALTICO E=1" EN CONCRETO FC=210KG/CM2m142.006.56931.520.000.000.000.00931.52931.520.0005.06.09 JUNTAS CON WATER STOPm142.0015.432,191.060.000.000.000.002,191.062,191.060.0005.06.10 ENCOFRADO Y DESENCOFRADO BADENm269.0017.521,208.880.000.000.000.001,208.881,208.880.0005.06.11 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm3173.585.40937.330.000.000.000.00937.33937.330.0005.07 ZANJAS DE CORONACION0.000.000.000.000.000.0005.07.01 TRAZO Y REPLANTEOm2218.385.741,253.500.000.000.001,253.501,253.500.0005.07.02 EXCAVACION MANUAL EN TERRENO NORMALm3195.2016.483,216.900.000.000.003,216.903,216.900.0005.07.03 RELLENO MATERIAL PRESTAMO GRANULARm371.2045.233,220.380.000.000.003,220.383,220.380.0005.07.04 SUMINISTRO E INST. DE TUBERIA PVC PERFORADA PVC UF ISO 4435 D=150MMm122.0023.032,809.660.000.000.002,809.662,809.660.0006PRUEBAS DE CONTROL DE CALIDAD0.000.000.000.000.000.0006.01 PRUEBA DE DISEO DE MEZCLAS DE CONCRETOund3.00635.591,906.770.000.001,906.770.001,906.770.0006.02 PRUEBA DE CALIDAD DE CONCRETOund45.0025.421,143.900.000.00228.78915.121,143.900.0006.03 PRUEBA DE COMPACTACION DE SUELOSund40.00254.2410,169.600.000.0010,169.600.0010,169.600.0007SEALIZACIONES Y SEGURIDAD VIAL0.000.000.000.000.000.0007.01 HITO KILOMETRICO0.000.000.000.000.000.0007.01.01 EXCAVACION MANUAL EN TERRENO NORMALm33.2916.4854.220.000.000.000.0054.2254.220.0007.01.02 CONCRETO F'C=140 KG/CM2m33.29249.89822.140.000.000.000.00822.14822.140.0007.01.03 ENCOFRADO Y DESENCOFRADOm214.9027.14404.390.000.000.000.00404.39404.390.0007.01.04 CONCRETO F'C=175 KG/CM2m31.20279.88335.860.000.000.000.00335.86335.860.0007.01.05 ACERO GRADO 60 FY=4200KG/CM2kg153.264.16637.560.000.000.000.00637.56637.560.0007.01.06 REVESTIMIENTO DE SUPERFICIEm214.9018.09269.540.000.000.000.00269.54269.540.0007.01.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICOm214.905.0875.690.000.000.000.0075.6975.690.0007.02 SEALIZACIONES INFORMATIVOS0.000.000.000.000.000.0007.02.01 EXCAVACION MANUAL EN TERRENO NORMALm3151.2014.122,134.940.000.000.000.002,134.942,134.940.0007.02.02 CONCRETO F'C=140 KG/CM2m3151.20250.2137,831.750.000.000.000.0011,349.5326,482.2337,831.750.0007.02.03 ENCOFRADO Y DESENCOFRADOm2436.0041.3918,046.040.000.000.000.005,413.8112,632.2318,046.040.0007.02.04 REVESTIMIENTO DE SUPERFICIEm2436.0018.097,887.240.000.000.000.002,366.175,521.077,887.240.0007.02.05 SEALES INFORMATIVOS INC/FABRIC. Y COLOC. (0.40x0.6M)und12.00418.935,027.160.000.000.000.001,508.153,519.015,027.160.0007.02.06 SEALES PREVENTIVAS INC/FABRIC. Y COLOC. (0.90x1.50M)und382.00280.61107,193.020.000.000.000.0032,157.9175,035.11107,193.020.0007.02.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICOm2436.005.042,197.440.000.000.000.00659.231,538.212,197.440.008MITIGACION AMBIENTAL0.000.000.000.000.000.0008.01 IMPACTO AMBIENTAL A TODO COSTOund1.0086,899.9486,899.9410,427.9910,427.9910,427.9910,427.9910,427.9910,427.9910,427.9913,903.9986,899.940.0009CAPACITACION0.000.000.000.000.000.0009.01 CAPACITACIONmes6.004,500.0027,000.004,050.004,050.004,050.004,050.004,050.006,750.0027,000.000.0009.02 PLAN DE MONITOREO ARQUEOLOGICOmes6.0013,711.8882,271.2812,340.6912,340.6912,340.6912,340.6912,340.6920,567.8282,271.280.0010VARIOS0.000.000.000.000.000.0010.01 FLETE TERRESTREGLB1.0052,792.0752,792.077,918.817,918.817,918.817,918.817,918.817,918.815,279.2152,792.070.00

COSTO DIRECTO3,842,433.34384,437.00603,596.82762,605.79546,550.01518,568.48438,096.09390,080.81198,498.35GASTOS GENERALES 8%307,394.6730,754.9648,287.7561,008.4643,724.0041,485.4835,047.6931,206.4615,879.87UTILIDAD 5%192,121.6719,221.8530,179.8438,130.2927,327.5025,928.4221,904.8019,504.049,924.92==========================================================================================SUB TOTAL4,341,949.68434,413.81682,064.40861,744.54617,601.51585,982.39495,048.58440,791.32224,303.13IGV 18%781,550.9478,194.49122,771.59155,114.02111,168.27105,476.8389,108.7479,342.4440,374.56==========================================================================================COSTO TOTAL DEL PROYECTO5,123,500.62512,608.29804,835.991,016,858.56728,769.79691,459.22584,157.33520,133.75264,677.70FACTOR AL 90% CT4,611,150.56461,347.46724,352.40915,172.70655,892.81622,313.29525,741.59468,120.38238,209.93% MENSUAL10.01%15.71%19.85%14.22%13.50%11.40%10.15%5.17%% ACUMULADO10.01%25.71%45.56%59.78%73.28%84.68%94.83%100.00%

3,842,433.340.004,341,949.680.00

5,123,500.6210.01%15.71%19.85%14.22%13.50%11.40%10.15%5.17%0.0010.01%25.71%45.56%59.78%73.28%84.68%94.83%100.00%

4,611,150.5610.01%15.71%19.85%14.22%13.50%11.40%10.15%5.17%0.0010.01%25.71%45.56%59.78%73.28%84.68%94.83%100.00%

pto.ITEMDESCRIPCINUNDPRESUPUESTOMETRADOP. UNIT. S/.PRESUP. S/.

01OBRAS PROVISIONALES01.01 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40Mund1.001,338.011,338.0101.02 CAMPAMENTO PROVISIONAL DE LA OBRAm280.0054.884,390.4002OBRAS PRELIMINARES02.01 TRAZO, NIVELACION Y REPLANTEO CON EQUIPO TOP.KM39.26254.9310,008.5502.02 REPLANTEO DURANTE EL PROCESO DE EJECUCIONKM39.26544.7521,386.8902.03 MOVILIZACION Y DESMOVILIZACION MAQUINARIA A OBRAGLB1.0010,627.9610,627.9603MOVIMIENTO DE TIERRAS03.01 CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m372,030.873.07221,134.7703.02 CORTE EN ROCA SUELTA (PERF. Y DISPARO) R=250 M3,COMPRESORA 250 HP (2300-3800 msnm)m38,474.229.0376,522.2103.03 CORTE EN ROCA FIJA (PERF. Y DISPARO) R=260 M3, COMPRESORA 150HP 600-590 PCM (2300-3800 msnm)m34,237.1115.5866,014.1703.04 EXCAV. DESQ. Y PEYNADO DE TALUD ROCA DURA R=350 M3 TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m34,237.114.8020,338.1303.05 CONFORMACION DE TERRAPLENES C/MATERIAL PROPIOm34,048.113.7315,099.4503.06 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm380,694.096.79547,912.8704AFIRMADO DE PLATAFORMA DE VIA04.01 PERFILADO Y COMPACTADO DE LA SUBRASANTEm2215,930.001.06228,885.80392605.521593004.02 EXTRACCION Y APILAMIENTO DE MATERIAL AFIRMADO RENDIMIENTO=370 M3/DIAm338,867.402.95114,658.8304.03 ZARANDEO DE MATERIALm338,867.402.5799,889.2204.04 CARGUIO RENDIMIENTO= 750 M3/DIAm338,867.401.7668,406.6204.05 TRANSPORTE DE MATERIAL PARA LASTRADO RENDIMIENTO=360.6 M3/DIAm338,867.404.52175,680.6504.06 RIEGO RENDIMIENTO = 65 M3/DIAm311,660.229.74113,570.54392605.50.2970.05404.07 AFIRMADO E = 0.15M. + ESTABILIZADORm238,867.401.0741,588.1204.08 CUNETAS392605.50.05411660.2204.08.01 EXCAVACION DE CUNETAS EN MAT. SUELTOm39,260.001.2649,467.6004.09 PAVIMENTACION AV. LOS LIRIOS04.09.01 OBRAS PROVISIONALES04.09.01.01 CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40Mund1.001,103.331,103.3304.09.01.02 ALQUILER DE LOCAL DE OBRAmes4.00381.361,525.4404.09.02 TRABAJOS PRELIMINARES04.09.02.01 LIMPIEZA DE TERRENO MANUALm22,560.001.263,225.6004.09.02.02 TRAZO Y REPLANTEO CON EQUIPOm22,560.000.721,843.2004.09.03 MOVIMIENTO DE TIERRAS04.09.03.01 CORTE DE MATERIAL SUELTO RENDIMIENTO=460 M3/DIAm31,658.404.136,849.1904.09.03.02 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm31,990.085.4010,746.4304.09.03.03 PERFILADO Y COMPACTADO DE SUB RASANTEm32,560.003.739,548.8004.09.03.04 CONFORMACION DE SUB BASE C/MATERIAL PRESTAMOm3512.0040.2120,587.5204.09.03.05 CONFORMACION DE BASE C/MATERIAL PRESTAMOm3512.0040.8120,894.7204.09.04 PAVIMENTO04.09.04.01 ENCOFRADO Y DESENCOFRADOm2400.4027.1410,866.8604.09.04.02 CONCRETO F'c=210 KG/CM2 EN LOSASm3512.00360.17184,407.0404.09.04.03 JUNTAS CON RELLENO ASFALTICO E=1" EN CONCRETO FC=210KG/CM2m1,242.006.568,147.5204.09.04.04 CURADO DE CONCRETOm22,560.004.5911,750.4004.09.05 PRUEBAS DE CONTROL DE CALIDAD04.09.05.01 PRUEBA DE COMPACTACION DE SUELOSund4.00254.241,016.9604.09.05.02 PRUEBA DE DISEO DE MEZCLAS DE CONCRETOund1.00635.59635.5904.09.05.03 PRUEBA DE CALIDAD DE CONCRETOund40.0025.421,016.8004.09.06 VARIOS04.09.06.01 LIMPIEZA GENERAL DE OBRAm22,560.000.822,099.2004.09.07 PINTADO DE MARCAS EN EL PAVIMENTO04.09.07.01 PINTURA DE TRANSITO EN PAVIMENTOSm232.009.94318.0805OBRAS DE ARTE Y DRENAJE05.01 CONSTRUCCION DE PONTON (02 UND, L=6.00M)05.01.01 TRABAJOS PRELIMINARES05.01.01.01 TRAZO Y REPLANTEO CON EQUIPOm2302.080.72217.5005.01.02 MOVIMIENTO DE TIERRAS05.01.02.01 EXCAVACIONES MASIVAS EN MATERIAL SATURADOm3423.033.221,362.1605.01.02.02 RELLENO CON MAT. PRESTAMO COMPACTADOm333.7051.681,741.6205.01.03 ESTRIBOS05.01.03.01 SOLADO PARA ESTRIBOS E = 4"m297.8030.913,023.0005.01.03.02 CONCRETO F'C= 210 KG/CM2 EN PONTONm3202.45360.1772,916.4205.01.03.03 ENCOFRADO Y DESENCOFRADOm2401.8827.1410,907.0205.01.03.04 REVESTIMIENTO DE SUPERFICIEm2102.5418.091,854.9505.01.04 LOSA05.01.04.01 CONCRETO F'C= 210 KG/CM2 EN PONTONm331.42360.1711,316.5405.01.04.02 ACERO GRADO 60 FY=4200KG/CM2 PARA PUENTESkg3,197.994.5614,582.8305.01.04.03 ENCOFRADO Y DESENCOFRADOm280.0027.142,171.2005.01.04.04 REVESTIMIENTO DE SUPERFICIEm236.8018.09665.7105.01.05 FALSO PUENTE05.01.05.01 HABILITACION DE SOLERAS Y PUNTALESm263.92269.2817,212.3805.01.06 OTROS05.01.06.01 BARANDA PARA PUENTESm27.20452.2412,300.9305.01.06.02 APOYO FIJOund4.001,043.884,175.5205.01.06.03 APOYO MOVILund4.001,890.977,563.8805.01.06.04 JUNTAS DE DILATACION EN PUENTEm20.80165.173,435.5405.01.06.05 TUBERIA DE DRENAJEm8.0011.6693.2805.02 CONSTRUCCION DE PONTON (01 UND, L=4.00M)05.02.01 TRABAJOS PRELIMINARES05.02.01.01 TRAZO Y REPLANTEO CON EQUIPOm2151.040.72108.7505.02.02 MOVIMIENTO DE TIERRAS05.02.02.01 EXCAVACIONES MASIVAS EN MATERIAL SATURADOm3211.523.22681.0905.02.02.02 RELLENO CON MAT. PRESTAMO COMPACTADOm316.8551.68870.8105.02.03 ESTRIBOS05.02.03.01 SOLADO PARA ESTRIBOS E = 4"m248.9030.911,511.5005.02.03.02 CONCRETO F'C= 210 KG/CM2 EN PONTONm3101.23360.1736,460.0105.02.03.03 ENCOFRADO Y DESENCOFRADOm2200.9427.145,453.5105.02.03.04 REVESTIMIENTO DE SUPERFICIEm251.2718.09927.4705.02.04 LOSA05.02.04.01 CONCRETO F'C= 210 KG/CM2 EN PONTONm311.09360.173,994.2905.02.04.02 ACERO GRADO 60 FY=4200KG/CM2 PARA PUENTESkg1,598.994.567,291.3905.02.04.03 ENCOFRADO Y DESENCOFRADOm227.2027.14738.2105.02.04.04 REVESTIMIENTO DE SUPERFICIEm212.8018.09231.5505.02.05 FALSO PUENTE05.02.05.01 HABILITACION DE SOLERAS Y PUNTALESm222.56269.286,074.9605.02.06 OTROS05.02.06.01 BARANDA PARA PUENTESm9.60452.244,341.5005.02.06.02 APOYO FIJOund2.001,043.882,087.7605.02.06.03 APOYO MOVILund2.001,890.973,781.9405.02.06.04 JUNTAS DE DILATACION EN PUENTEm10.40165.171,717.7705.02.06.05 TUBERIA DE DRENAJEm4.0011.6646.6405.03 MEJORAMIENTO DE PUENTE EXISTENTE (L=13M)05.03.01 BARANDA PARA PUENTESm27.60452.2412,481.8205.03.02 JUNTAS DE DILATACION EN PUENTEm10.40165.171,717.7705.04 CONSTRUCCION DE MUROS DE CONTENCION05.04.01 TRAZO Y REPLANTEOm2378.003.201,209.6005.04.02 EXCAVACION MANUAL EN TERRENO NORMALm3453.6014.126,404.8305.04.03 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm3567.005.403,061.8005.04.04 PERFILADO Y COMPACTADO DE FONDO DE MUROS (MANUAL)m2378.001.91721.9805.04.05 ENCOFRADO Y DESENCOFRADOm2789.0427.1421,414.5505.04.06 CONCRETO F'C=140 KG/CM2 + 70% PGm3765.00127.0897,216.2005.04.07 RELLENO CON MAT. PRESTAMO COMPACTADOm3540.0051.6827,907.2005.04.08 JUNTAS DE CONSTRUCCION CON TECNOPORTm255.005.491,399.9505.04.09 TUBERIA DE DRENAJEm476.0011.665,550.1605.05 ALCANTARILLAS05.05.01 DEMOLICION DE ESTRUCTURAS DE ALCANT. ANTIGUASm2243.0012.993,156.5705.05.02 TRAZO Y REPLANTEO EN ALCANTARILLASm23,652.313.5312,892.6505.05.03 EXCAVACION MANUAL EN TERRENO NORMALm33,566.1914.1250,354.6005.05.04 BASE CON MATERIAL PROPIO SELECCIONADOm3190.4819.623,737.2205.05.05 INSTAL. DE ALCANT. TMC.DIAM.=24",e=1.8mmm27.20392.0710,664.3005.05.06 INSTAL. DE ALCANT. TMC.DIAM.=36",e=2.0mmm643.50427.66275,199.2105.05.07 RELLENO CON MAT. PROPIO COMPACTADO R=600 M3 C/TRACTOR ORUGA D7G 190 - 240 HPm31,656.7542.1869,881.7205.05.08 SOLADO PARA ALCANTARILLASm285.2030.912,633.5305.05.09 ENCOFRADO Y DESENCOFRADOm21,609.2327.1443,674.5005.05.10 ENCOFRADO Y DESENCOFRADO EN LOSA DE ALCANT.m2942.8324.7823,363.3305.05.11 CONCRETO F'c = 175 KG/CM2 + 30%PM, EN MUROS Y FONDO DE ALCANT.m3774.83256.40198,666.4105.05.12 CONCRETO F'C=140 KG/CM2 + 30% PGm36.53206.691,349.6905.05.13 CONCRETO PARA EMBOQUILLADO FC=140 KG/CM2 + 70 % PG.m2220.5148.7510,749.8605.05.14 ELIMINACION MATERIAL EXCEDENTEm32,800.996.8719,242.8005.06 BADENES05.06.01 DEMOLICION DE ESTRUCTURAS ANTIGUAS EN BADENESm2400.0012.995,196.0005.06.02 TRAZO Y REPLANTEO EN BADENm2492.003.731,835.1605.06.03 CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m3138.862.83392.9705.06.04 SOLADO PARA ESTRUCTURAS E = 4"m21.3530.9141.7305.06.05 CONCRETO F'c = 175 KG/CM2 + 30%PM,m313.50256.403,461.4005.06.06 MAMPOSTERIA DE PIEDRAm314.9085.891,279.7605.06.07 CONCRETO F'C= 210 KG/CM2 EN BADENm3123.96317.3739,341.1905.06.08 JUNTAS CON RELLENO ASFALTICO E=1" EN CONCRETO FC=210KG/CM2m142.006.56931.5205.06.09 JUNTAS CON WATER STOPm142.0015.432,191.0605.06.10 ENCOFRADO Y DESENCOFRADO BADENm269.0017.521,208.8805.06.11 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm3173.585.40937.3305.07 ZANJAS DE CORONACION05.07.01 TRAZO Y REPLANTEOm2218.385.741,253.5005.07.02 EXCAVACION MANUAL EN TERRENO NORMALm3195.2016.483,216.9005.07.03 RELLENO MATERIAL PRESTAMO GRANULARm371.2045.233,220.3805.07.04 SUMINISTRO E INST. DE TUBERIA PVC PERFORADA PVC UF ISO 4435 D=150MMm122.0023.032,809.6606PRUEBAS DE CONTROL DE CALIDAD06.01 PRUEBA DE DISEO DE MEZCLAS DE CONCRETOund3.00635.591,906.7706.02 PRUEBA DE CALIDAD DE CONCRETOund45.0025.421,143.9006.03 PRUEBA DE COMPACTACION DE SUELOSund40.00254.2410,169.6007SEALIZACIONES Y SEGURIDAD VIAL07.01 HITO KILOMETRICO07.01.01 EXCAVACION MANUAL EN TERRENO NORMALm33.2916.4854.2207.01.02 CONCRETO F'C=140 KG/CM2m33.29249.89822.1407.01.03 ENCOFRADO Y DESENCOFRADOm214.9027.14404.3907.01.04 CONCRETO F'C=175 KG/CM2m31.20279.88335.8607.01.05 ACERO GRADO 60 FY=4200KG/CM2kg153.264.16637.5607.01.06 REVESTIMIENTO DE SUPERFICIEm214.9018.09269.5407.01.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICOm214.905.0875.6907.02 SEALIZACIONES INFORMATIVOS07.02.01 EXCAVACION MANUAL EN TERRENO NORMALm3151.2014.122,134.9407.02.02 CONCRETO F'C=140 KG/CM2m3151.20250.2137,831.7507.02.03 ENCOFRADO Y DESENCOFRADOm2436.0041.3918,046.0407.02.04 REVESTIMIENTO DE SUPERFICIEm2436.0018.097,887.2407.02.05 SEALES INFORMATIVOS INC/FABRIC. Y COLOC. (0.40x0.6M)und12.00418.935,027.1607.02.06 SEALES PREVENTIVAS INC/FABRIC. Y COLOC. (0.90x1.50M)und382.00280.61107,193.0207.02.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICOm2436.005.042,197.4408MITIGACION AMBIENTAL08.01 IMPACTO AMBIENTAL A TODO COSTOund1.0086,899.9486,899.9409CAPACITACION09.01 CAPACITACIONmes6.004,500.0027,000.0009.02 PLAN DE MONITOREO ARQUEOLOGICOmes6.0013,711.8882,271.2810VARIOS10.01 FLETE TERRESTREGLB1.0052,792.0752,792.07

COSTO DIRECTO3,842,433.34GASTOS GENERALES DE OBRA 8%307,394.67UTILIDAD 5 %192,121.67===============SUB TOTAL4,341,949.68IGV 18%781,550.94===============PRESUPUESTO DE EJECUCION DE OBRA5,123,500.62FACTOR DE RELACION 90%COSTO TOTAL MONTO DE CONTRATO4,611,150.56

RsMetradoHOJA DE METRADO (DEL 26 DE MARZO AL 30 DE ABRIL DEL 2014)

OBRA : REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS - CCAPACCALLA - SOCCACANCHA - TAYPICHA - TURPO - BELEN DE ANTA, DEL DIST. DE TURPO, PROV. DE ANDAHUAYLAS - APURIMACPROPIETARIO : MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASLOCALIDAD: MULTICOMUNALINICIO DE OBRA:26 DE MARZO DEL 2014CONTRATISTA : CONSORCIO BELEN ANTADISTRITO: TURPOPLAZO BASE: 240 DIAS CALENDARIOSSUPERVISOR : Ing. LEONEL VARGAS ESCOBAR CIP N 133064PROVINCIA: ANDAHUAYLASTERMINO CONTRACTUAL: 20 DE NOVIEMBRE DEL 2014RESIDENTE : Ing. OSCAR MIGUEL CUCHULA ZEVALLOS CIP N 125196DEPARTAMENTO: APURIMACPPTO. CONTRATADO 4611150.56

PLANILLA DE METRADOS METRADO PROYECTADOMETRADO EJECUTADOITEMDESCRIPCIONUNDN VECESLARGOANCHOALTOSUB TOTALTOTALITEMDESCRIPCIONUNDN VECESLARGOANCHOALTOSUB TOTALTOTAL

01OBRAS PROVISIONALES01OBRAS PROVISIONALESCONFORME OK!01.01CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40Mund1.001.001.0001.01CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40Mund1.001.001.00CONFORME OK!01.02CAMPAMENTO PROVISIONAL DE LA OBRAm21.0010.008.0080.0080.0001.02CAMPAMENTO PROVISIONAL DE LA OBRAm21.0010.008.0080.0080.00CONFORME OK!02OBRAS PRELIMINARES02OBRAS PRELIMINARESCONFORME OK!02.01TRAZO, NIVELACION Y REPLANTEO CON EQUIPO TOP.KM1.0039.2639.2639.2602.01TRAZO, NIVELACION Y REPLANTEO CON EQUIPO TOP.KM1.0039.2639.2639.26CONFORME OK!02.02REPLANTEO DURANTE EL PROCESO DE EJECUCIONKM1.0039.2639.2639.2602.02REPLANTEO DURANTE EL PROCESO DE EJECUCIONKM1.0039.2639.2639.26CONFORME OK!02.03MOVILIZACION Y DESMOVILIZACION MAQUINARIA A OBRAGLB1.001.001.0002.03MOVILIZACION Y DESMOVILIZACION MAQUINARIA A OBRAGLB1.001.001.00CONFORME OK!03MOVIMIENTO DE TIERRAS03MOVIMIENTO DE TIERRASCONFORME OK!03.01 CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m3Ver metrado de Explanaciones72,030.8703.01 CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)0.00Ver metrado de Explanaciones0.00error03.02 CORTE EN ROCA SUELTA (PERF. Y DISPARO) R=250 M3,COMPRESORA 250 HP (2300-3800 msnm)m3Ver metrado de Explanaciones8,474.2203.02 CORTE EN ROCA SUELTA (PERF. Y DISPARO) R=250 M3,COMPRESORA 250 HP (2300-3800 msnm)0.00Ver metrado de Explanaciones0.00error03.03 CORTE EN ROCA FIJA (PERF. Y DISPARO) R=260 M3, COMPRESORA 150HP 600-590 PCM (2300-3800 msnm)m3Ver metrado de Explanaciones4,237.1103.03 CORTE EN ROCA FIJA (PERF. Y DISPARO) R=260 M3, COMPRESORA 150HP 600-590 PCM (2300-3800 msnm)0.00Ver metrado de Explanaciones0.00error03.04 EXCAV. DESQ. Y PEYNADO DE TALUD ROCA DURA R=350 M3 TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)m34,237.1103.04 EXCAV. DESQ. Y PEYNADO DE TALUD ROCA DURA R=350 M3 TRACTOR ORUGA D7G 190-240 HP (2300-3800 msnm)0.000.00error03.05 CONFORMACION DE TERRAPLENES C/MATERIAL PROPIOm3Ver metrado de Explanaciones4,048.1103.05 CONFORMACION DE TERRAPLENES C/MATERIAL PROPIO0.00Ver metrado de Explanaciones0.00error03.06 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm3Ver metrado de Explanaciones80,694.09003.06 ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROS0.00Ver metrado de Explanaciones0.000error04AFIRMADO DE PLATAFORMA DE VIA04AFIRMADO DE PLATAFORMA DE VIACONFORME OK!04.01 PERFILADO Y COMPACTADO DE LA SUBRASANTEm21.0039,260.005.50215,930.00215,930.0004.01 PERFILADO Y COMPACTADO DE LA SUBRASANTE0.001.0039,260.005.50215,930.00215,930.00CONFORME OK!04.02 EXTRACCION Y APILAMIENTO DE MATERIAL AFIRMADO RENDIMIENTO=370 M3/DIAm3Ver metrado de Explanaciones38867.404.02 EXTRACCION Y APILAMIENTO DE MATERIAL AFIRMADO RENDIMIENTO=370 M3/DIA0.00Ver metrado de Explanaciones0.00error04.03 ZARANDEO DE MATERIALm3Ver metrado de Explanaciones38867.404.03 ZARANDEO DE MATERIAL0.00Ver metrado de Explanaciones0.00error04.04 CARGUIO RENDIMIENTO= 750 M3/DIAm3Ver metrado de Explanaciones38867.404.04 CARGUIO RENDIMIENTO= 750 M3/DIA0.00Ver metrado de Explanaciones0.00error04.05 TRANSPORTE DE MATERIAL PARA LASTRADO RENDIMIENTO=360.6 M3/DIAm3Ver metrado de Explanaciones38867.404.05 TRANSPORTE DE MATERIAL PARA LASTRADO RENDIMIENTO=360.6 M3/DIA0.00Ver metrado de Explanaciones0.00error04.06 RIEGO RENDIMIENTO = 65 M3/DIAm31.0039,260.005.500.0511,660.2211,660.2204.06 RIEGO RENDIMIENTO = 65 M3/DIA0.001.0039,260.005.500.0511,660.2211,660.22CONFORME OK!04.07 AFIRMADO E = 0.15M. + ESTABILIZADORm2Ver metrado de Explanaciones38867.404.07 AFIRMADO E = 0.15M. + ESTABILIZADOR0.00Ver metrado de Explanaciones0.00error04.08 CUNETAS04.08 CUNETASCONFORME OK!04.08.01 EXCAVACION DE CUNETAS EN MAT. SUELTOm1.0039,260.0039,260.0039,260.0004.08.01 EXCAVACION DE CUNETAS EN MAT. SUELTO0.001.0039,260.0039,260.0039,260.00CONFORME OK!04.09 PAVIMENTACION AV. LOS LIRIOS04.09 PAVIMENTACION AV. LOS LIRIOSCONFORME OK!04.09.01OBRAS PROVISIONALES04.09.01OBRAS PROVISIONALESCONFORME OK!04.09.01.01CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40MGLB1.001.001.0004.09.01.01CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40MGLB1.001.001.00CONFORME OK!04.09.01.02ALQUILER DE LOCAL PARA LA OBRAGLB4.001.004.0004.09.01.02ALQUILER DE LOCAL PARA LA OBRAGLB4.001.004.00CONFORME OK!04.09.02TRABAJOS PRELIMINARES04.09.02TRABAJOS PRELIMINARESCONFORME OK!04.09.02.01LIMPIEZA MANUAL EN VIAS Y/O PISTAS PARA SEALIZACINM22,560.0004.09.02.01LIMPIEZA MANUAL EN VIAS Y/O PISTAS PARA SEALIZACINM22,560.00CONFORME OK!Jr. Unin 5 Cuadra1.00140.008.001,120.000.00Jr. Unin 5 Cuadra1.00140.008.001,120.00CONFORME OK!1.00240.006.001,440.000.0001.00240.006.001,440.00CONFORME OK!04.09.02.02TRAZO Y REPLANTEO EN TERRENO NORMAL CON EQUIPOM22,560.0004.09.02.02TRAZO Y REPLANTEO EN TERRENO NORMAL CON EQUIPOM22,560.00CONFORME OK!Jr. Unin 5 Cuadra1.00140.008.001,120.000.00Jr. Unin 5 Cuadra1.00140.008.001,120.00CONFORME OK!Jr. Sotomayor 5 Cuadra1.00240.006.001,440.000.00Jr. Sotomayor 5 Cuadra1.00240.006.001,440.00CONFORME OK!04.09.03MOVIMIENTO DE TIERRAS04.09.03MOVIMIENTO DE TIERRASCONFORME OK!04.09.03.01CORTE EN TERRENO NORMAL C/MAQUINARIAM3Ver metrado de Explanaciones1,658.4004.09.03.01CORTE EN TERRENO NORMAL C/MAQUINARIAM3Ver metrado de Explanaciones0.00error04.09.03.02ELIMINACIN DE MATERIAL EXCEDENTEM320% factor de esponjamiento1,990.0804.09.03.02ELIMINACIN DE MATERIAL EXCEDENTEM320% factor de esponjamiento0.00error04.09.03.03PERFILADO Y COMPACTADO DE SUB RASANTEM32,560.0004.09.03.03PERFILADO Y COMPACTADO DE SUB RASANTEM32,560.00CONFORME OK!Jr. Unin 5 Cuadra1.00140.008.001,120.000.00Jr. Unin 5 Cuadra1.00140.008.001,120.00CONFORME OK!Jr. Sotomayor 5 Cuadra1.00240.006.001,440.000.00Jr. Sotomayor 5 Cuadra1.00240.006.001,440.00CONFORME OK!04.09.03.04CONFORMACIN Y COMPACTACIN DE SUBRAZANTE CON MOTONIV. 125HPM3512.0004.09.03.04CONFORMACIN Y COMPACTACIN DE SUBRAZANTE CON MOTONIV. 125HPM3512.00CONFORME OK!Av Los Lirios Cuadra 11.00140.008.000.20224.000.00Av Los Lirios Cuadra 11.00140.008.000.20224.00CONFORME OK!Av Los Lirios Cuadra 2-31.00240.006.000.20288.000.00Av Los Lirios Cuadra 2-31.00240.006.000.20288.00CONFORME OK!04.09.03.05CONFORMACIN Y COMPACTACIN DE BASE GRANULAR E=0.10 cm C/MOTONIV. 125 HPM2512.0004.09.03.05CONFORMACIN Y COMPACTACIN DE BASE GRANULAR E=0.10 cm C/MOTONIV. 125 HPM2512.00CONFORME OK!Av Los Lirios Cuadra 11.00140.008.000.20224.000.00Av Los Lirios Cuadra 11.00140.008.000.20224.00CONFORME OK!Av Los Lirios Cuadra 2-31.00240.006.000.20288.000.00Av Los Lirios Cuadra 2-31.00240.006.000.20288.00CONFORME OK!04.09.04PAVIMENTO04.09.04PAVIMENTOCONFORME OK!04.09.04.01ENCOFRADO Y DESENCOFRADO DE PAVIMENTOM2400.4004.09.04.01ENCOFRADO Y DESENCOFRADO DE PAVIMENTOM2400.40CONFORME OK!Av Los Lirios cuadra 10.00Av Los Lirios cuadra 1CONFORME OK!Encofrado Longitudinal3.00140.000.2084.000.00Encofrado Longitudinal3.00140.000.2084.00CONFORME OK!Encofrado Transversal47.008.000.2075.200.00Encofrado Transversal47.008.000.2075.20CONFORME OK!Av Los Lirios cuadra 2-30.00Av Los Lirios cuadra 2-3CONFORME OK!Encofrado Longitudinal3.00240.000.20144.000.00Encofrado Longitudinal3.00240.000.20144.00CONFORME OK!Encofrado Transversal81.006.000.2097.200.00Encofrado Transversal81.006.000.2097.20CONFORME OK!04.09.04.02CONCRETO F'c=210 KG/CM2 EN LOSASM2512.0004.09.04.02CONCRETO F'c=210 KG/CM2 EN LOSASM2512.00CONFORME OK!Av Los Lirios cuadra 11.00140.008.000.20224.000.00Av Los Lirios cuadra 11.00140.008.000.20224.00CONFORME OK!Av Los Lirios cuadra 2-31.00240.006.000.20288.000.00Av Los Lirios cuadra 2-31.00240.006.000.20288.00CONFORME OK!04.09.04.03JUNTA CON ASFALTO E = 1"ML1,242.0004.09.04.03JUNTA CON ASFALTO E = 1"ML1,242.00CONFORME OK!Av Los Lirios cuadra 11.00140.00140.000.00Av Los Lirios cuadra 11.00140.00140.00CONFORME OK!47.008.00376.000.00047.008.00376.00CONFORME OK!Av Los Lirios cuadra 2-31.00240.00240.000.00Av Los Lirios cuadra 2-31.00240.00240.00CONFORME OK!81.006.00486.000.00081.006.00486.00CONFORME OK!04.09.04.04CURADO DE CONCRETOUND2,560.0004.09.04.04CURADO DE CONCRETOUND2,560.00CONFORME OK!Av Los Lirios cuadra 11.00140.008.001,120.000.00Av Los Lirios cuadra 11.00140.008.001,120.00CONFORME OK!Av Los Lirios cuadra 2-31.00240.006.001,440.000.00Av Los Lirios cuadra 2-31.00240.006.001,440.00CONFORME OK!04.09.05PRUEBAS DE LABORATORIO04.09.05PRUEBAS DE LABORATORIOCONFORME OK!04.09.05.01ENSAYO PROCTOR (COMPACTACIN DE SUELO) Y DENSIDADUND4.004.0004.09.05.01ENSAYO PROCTOR (COMPACTACIN DE SUELO) Y DENSIDADUND4.004.00CONFORME OK!04.09.05.02PRUEBA DE DISEO DE MEZCLA DE CONCRETOUND1.001.0004.09.05.02PRUEBA DE DISEO DE MEZCLA DE CONCRETOUND1.001.00CONFORME OK!04.09.05.03PRUEBA A LA RESISTENCIA DE CONCRETOUND40.0040.0004.09.05.03PRUEBA A LA RESISTENCIA DE CONCRETOUND40.0040.00CONFORME OK!04.09.06VARIOS04.09.06VARIOSCONFORME OK!04.09.06.01LIMPIEZA GENERAL DE OBRAM22,560.0004.09.06.01LIMPIEZA GENERAL DE OBRAM22,560.00CONFORME OK!Av Los Lirios cuadra 11.00140.008.001,120.000.00Av Los Lirios cuadra 11.00140.008.001,120.00CONFORME OK!Av Los Lirios cuadra 2-31.00240.006.001,440.000.00Av Los Lirios cuadra 2-31.00240.006.001,440.00CONFORME OK!04.09.07 PINTADO DE MARCAS EN EL PAVIMENTO04.09.07 PINTADO DE MARCAS EN EL PAVIMENTOCONFORME OK!04.09.07.01Pintura en seales horizontalesM28.004.0032.0032.0004.09.07.01Pintura en seales horizontalesM28.004.0032.0032.00CONFORME OK!0.000CONFORME OK!PARTDESCRIPCIONUNDN LARGOANCHOALTOPARCIALTOTALMETRADOPARTDESCRIPCIONUNDN LARGOANCHOALTOPARCIALTOTALMETRADOCONFORME OK!VLAH2 UNDVLAH2 UNDCONFORME OK!05OBRAS DE ARTE Y DRENAJE05OBRAS DE ARTE Y DRENAJECONFORME OK!05.01 CONSTRUCCION DE PONTON (02 UND, L=6.00M)05.01 CONSTRUCCION DE PONTON (02 UND, L=6.00M)CONFORME OK!05.01.01TRABAJOS PRELIMINARES05.01.01TRABAJOS PRELIMINARESCONFORME OK!05.01.01.01TRAZO, NIVELES Y REPLANTEO PRELIMINARM21.0012.8011.80151.04151.04302.0805.01.01.01TRAZO, NIVELES Y REPLANTEO PRELIMINARM21.0012.8011.80151.04151.04302.08CONFORME OK!05.01.02MOVIMIENTO DE TIERRAS05.01.02MOVIMIENTO DE TIERRASCONFORME OK!05.01.02.01EXCAVACIONES MASIVASM31.0011.9511.801.00141.01211.52423.0305.01.02.01EXCAVACIONES MASIVASM31.0011.9511.801.00141.01211.52423.03CONFORME OK!1.0011.9511.800.5070.510.0001.0011.9511.800.5070.51CONFORME OK!05.01.02.02RELLENO Y COMPACTADOM31.0010.801.561.0016.8516.8533.7005.01.02.02RELLENO Y COMPACTADOM31.0010.801.561.0016.8516.8533.70CONFORME OK!05.01.03ESTRIBOS05.01.03ESTRIBOSCONFORME OK!05.01.03.01SOLADO PARA ESTRIBOM22.005.203.3935.2248.9097.8005.01.03.01SOLADO PARA ESTRIBOM22.005.203.3935.2248.9097.80CONFORME OK!4.003.421.0013.680.0004.003.421.0013.68CONFORME OK!05.01.03.02CONCRETO f`'c=210 KG/CM2M31.005.203.390.8014.09101.23202.4505.01.03.02CONCRETO f`'c=210 KG/CM2M31.005.203.390.8014.09101.23202.45CONFORME OK!2.003.421.000.805.470.0002.003.421.000.805.47CONFORME OK!1.006.575.201.7559.790.0001.006.575.201.7559.79CONFORME OK!1.003.302.702.0017.820.0001.003.302.702.0017.82CONFORME OK!1.003.302.000.654.290.0001.003.302.000.654.29CONFORME OK!05.01.03.03ENCOFRADO Y DESENCOFRADOM21.0022.164.0088.62200.94401.8805.01.03.03ENCOFRADO Y DESENCOFRADOM21.0022.164.0088.62200.94401.88CONFORME OK!4.005.405.20112.320.0004.005.405.20112.32CONFORME OK!05.01.03.04TARRAJEOM21.0011.382.0022.7651.27102.5405.01.03.04TARRAJEOM21.0011.382.0022.7651.27102.54CONFORME OK!1.0020.781.0020.780.0001.0020.781.0020.78CONFORME OK!2.004.600.847.730.0002.004.600.847.73CONFORME OK!05.01.04LOSA DE RODADURA05.01.04LOSA DE RODADURACONFORME OK!05.01.04.01CONCRETO f`'c=210 KG/CM2M31.006.803.600.409.7915.7131.4205.01.04.01CONCRETO f`'c=210 KG/CM2M31.006.803.600.409.7915.7131.42CONFORME OK!1.006.804.700.154.790.0001.006.804.700.154.79CONFORME OK!2.006.800.550.151.120.0002.006.800.550.151.12CONFORME OK!05.01.04.02ACERO DE REFUERZOKG1598.993197.9905.01.04.02ACERO DE REFUERZOKG0.000.00error0.000CONFORME OK!05.01.04.03ENCOFRADO Y DESENCOFRADOM21.006.003.6021.6040.0080.0005.01.04.03ENCOFRADO Y DESENCOFRADOM21.006.003.6021.6040.0080.00CONFORME OK!2.006.000.404.800.0002.006.000.404.80CONFORME OK!2.006.800.557.480.0002.006.800.557.48CONFORME OK!2.006.800.304.080.0002.006.800.304.08CONFORME OK!2.006.800.152.040.0002.006.800.152.04CONFORME OK!05.01.04.04TARRAJEOM22.006.000.404.8018.4036.8005.01.04.04TARRAJEOM22.006.000.404.8018.4036.80CONFORME OK!2.006.800.557.480.0002.006.800.557.48CONFORME OK!2.006.800.304.080.0002.006.800.304.08CONFORME OK!2.006.800.152.040.0002.006.800.152.04CONFORME OK!05.01.05FALSO PUENTE05.01.05FALSO PUENTECONFORME OK!05.01.05.01HABILITACION DE SOLERAS Y PUNTALESM21.006.804.7031.9631.9663.9205.01.05.01HABILITACION DE SOLERAS Y PUNTALESM21.006.804.7031.9631.9663.92CONFORME OK!05.01.06OTROS05.01.06OTROSCONFORME OK!05.01.06.01BARANDA METALICAML2.006.8013.6013.6027.2005.01.06.01BARANDA METALICAML2.006.8013.6013.6027.20CONFORME OK!05.01.06.02APOYOS FIJOSUND1.002.002.002.004.0005.01.06.02APOYOS FIJOSUND1.002.002.002.004.00CONFORME OK!05.01.06.03APOYOS MOVILESUND1.002.002.002.004.0005.01.06.03APOYOS MOVILESUND1.002.002.002.004.00CONFORME OK!05.01.06.04JUNTAS DE DILATACIONML1.0010.4010.4010.4020.8005.01.06.04JUNTAS DE DILATACIONML1.0010.4010.4010.4020.80CONFORME OK!05.01.06.05TUBERIA DE DRENAJEML1.004.004.004.008.0005.01.06.05TUBERIA DE DRENAJEML1.004.004.004.008.00CONFORME OK!05.02 CONSTRUCCION DE PONTON (01 UND, L=4.00M)05.02 CONSTRUCCION DE PONTON (01 UND, L=4.00M)CONFORME OK!05.02.01TRABAJOS PRELIMINARES05.02.01TRABAJOS PRELIMINARESCONFORME OK!05.02.01.01TRAZO, NIVELES Y REPLANTEO PRELIMINARM21.0012.8011.80151.04151.04151.0405.02.01.01TRAZO, NIVELES Y REPLANTEO PRELIMINARM21.0012.8011.80151.04151.04151.04CONFORME OK!05.02.02MOVIMIENTO DE TIERRAS05.02.02MOVIMIENTO DE TIERRASCONFORME OK!05.02.02.01EXCAVACIONES MASIVASM31.0011.9511.801.00141.01211.52211.5205.02.02.01EXCAVACIONES MASIVASM31.0011.9511.801.00141.01211.52211.52CONFORME OK!1.0011.9511.800.5070.510.0001.0011.9511.800.5070.51CONFORME OK!05.02.02.02RELLENO Y COMPACTADOM31.0010.801.561.0016.8516.8516.8505.02.02.02RELLENO Y COMPACTADOM31.0010.801.561.0016.8516.8516.85CONFORME OK!05.02.03ESTRIBOS05.02.03ESTRIBOSCONFORME OK!05.02.03.01SOLADO PARA ESTRIBOM22.005.203.3935.2248.9048.9005.02.03.01SOLADO PARA ESTRIBOM22.005.203.3935.2248.9048.90CONFORME OK!4.003.421.0013.680.0004.003.421.0013.68CONFORME OK!05.02.03.02CONCRETO f`'c=210 KG/CM2M31.005.203.390.8014.09101.23101.2305.02.03.02CONCRETO f`'c=210 KG/CM2M31.005.203.390.8014.09101.23101.23CONFORME OK!2.003.421.000.805.470.0002.003.421.000.805.47CONFORME OK!1.006.575.201.7559.790.0001.006.575.201.7559.79CONFORME OK!1.003.302.702.0017.820.0001.003.302.702.0017.82CONFORME OK!1.003.302.000.654.290.0001.003.302.000.654.29CONFORME OK!05.02.03.03ENCOFRADO Y DESENCOFRADOM21.0022.164.0088.62200.94200.9405.02.03.03ENCOFRADO Y DESENCOFRADOM21.0022.164.0088.62200.94200.94CONFORME OK!4.005.405.20112.320.0004.005.405.20112.32CONFORME OK!05.02.03.04TARRAJEOM21.0011.382.0022.7651.2751.2705.02.03.04TARRAJEOM21.0011.382.0022.7651.2751.27CONFORME OK!1.0020.781.0020.780.0001.0020.781.0020.78CONFORME OK!2.004.600.847.730.0002.004.600.847.73CONFORME OK!05.02.04LOSA DE RODADURA05.02.04LOSA DE RODADURACONFORME OK!05.02.04.01CONCRETO f`'c=210 KG/CM2M31.004.803.600.406.9111.0911.0905.02.04.01CONCRETO f`'c=210 KG/CM2M31.004.803.600.406.9111.0911.09CONFORME OK!1.004.804.700.153.380.0001.004.804.700.153.38CONFORME OK!2.004.800.550.150.790.0002.004.800.550.150.79CONFORME OK!05.02.04.02ACERO DE REFUERZOKG1598.991598.9905.02.04.02ACERO DE REFUERZOKG0.000.00error0.000CONFORME OK!05.02.04.03ENCOFRADO Y DESENCOFRADOM21.004.003.6014.4027.2027.2005.02.04.03ENCOFRADO Y DESENCOFRADOM21.004.003.6014.4027.2027.20CONFORME OK!2.004.000.403.200.0002.004.000.403.20CONFORME OK!2.004.800.555.280.0002.004.800.555.28CONFORME OK!2.004.800.302.880.0002.004.800.302.88CONFORME OK!2.004.800.151.440.0002.004.800.151.44CONFORME OK!05.02.04.04TARRAJEOM22.004.000.403.2012.8012.8005.02.04.04TARRAJEOM22.004.000.403.2012.8012.80CONFORME OK!2.004.800.555.280.0002.004.800.555.28CONFORME OK!2.004.800.302.880.0002.004.800.302.88CONFORME OK!2.004.800.151.440.0002.004.800.151.44CONFORME OK!05.02.05FALSO PUENTE05.02.05FALSO PUENTECONFORME OK!05.02.05.01HABILITACION DE SOLERAS Y PUNTALESM21.004.804.7022.5622.5622.5605.02.05.01HABILITACION DE SOLERAS Y PUNTALESM21.004.804.7022.5622.5622.56CONFORME OK!05.02.06OTROS05.02.06OTROSCONFORME OK!05.02.06.01BARANDA METALICAML2.004.809.609.609.6005.02.06.01BARANDA METALICAML2.004.809.609.609.60CONFORME OK!05.02.06.02APOYOS FIJOSUND1.002.002.002.002.0005.02.06.02APOYOS FIJOSUND1.002.002.002.002.00CONFORME OK!05.02.06.03APOYOS MOVILESUND1.002.002.002.002.0005.02.06.03APOYOS MOVILESUND1.002.002.002.002.00CONFORME OK!05.02.06.04JUNTAS DE DILATACIONML1.0010.4010.4010.4010.4005.02.06.04JUNTAS DE DILATACIONML1.0010.4010.4010.4010.40CONFORME OK!05.02.06.05TUBERIA DE DRENAJEML1.004.004.004.004.0005.02.06.05TUBERIA DE DRENAJEML1.004.004.004.004.00CONFORME OK!05.03 MEJORAMIENTO DE PUENTE EXISTENTE (L=13M)05.03 MEJORAMIENTO DE PUENTE EXISTENTE (L=13M)CONFORME OK!05.03.01 BARANDA PARA PUENTESm1.0027.6027.6027.6005.03.01 BARANDA PARA PUENTES01.0027.6027.6027.60CONFORME OK!05.03.02 JUNTAS DE DILATACION EN PUENTEm1.0010.4010.4010.4005.03.02 JUNTAS DE DILATACION EN PUENTE01.0010.4010.4010.40CONFORME OK!05.04 CONSTRUCCION DE MUROS DE CONTENCION05.04 CONSTRUCCION DE MUROS DE CONTENCIONCONFORME OK!05.04.01 TRAZO Y REPLANTEOM2378.0005.04.01 TRAZO Y REPLANTEOM2378.00CONFORME OK!BASE DE MURO1180.002.10378.000.00BASE DE MURO1180.002.10378.00CONFORME OK!05.04.02EXCAVACION MANUALM3453.6005.04.02EXCAVACION MANUALM3453.60CONFORME OK!ZANJA DE CIMENTACION DE MURO1180.002.101.20453.600.00ZANJA DE CIMENTACION DE MURO1180.002.101.20453.60CONFORME OK!05.04.03ELIMINACION DE MATERIAL EXCEDENTEM3567.0005.04.03ELIMINACION DE MATERIAL EXCEDENTEM3567.00CONFORME OK!ZANJA DE CIMENTACION DE MURO (ESPONJAM. 25%)1453.601.25567.000.00ZANJA DE CIMENTACION DE MURO (ESPONJAM. 25%)1453.601.25567.00CONFORME OK!05.04.04PERFILADO Y COMPACTADO DE FONDO DE MUROM21.00180.002.10378.00378.0005.04.04PERFILADO Y COMPACTADO DE FONDO DE MUROM21.00180.002.10378.00378.00CONFORME OK!05.04.05ENCOFRADO Y DESENCOFRADO EN MUROSM2789.0405.04.05ENCOFRADO Y DESENCOFRADO EN MUROSM2789.04CONFORME OK!Cara frontal del muro180.002.30414.000.00Cara frontal del muro180.002.30414.00CONFORME OK!Cara posterior del muro180.002.00360.000.00Cara posterior del muro180.002.00360.00CONFORME OK!Extremos del muro8.001.8815.040.00Extremos del muro8.001.8815.04CONFORME OK!05.04.06CONCRETO CICLOPEO F'C=140 KG/CM + 70% PGM3AREALARGO765.0005.04.06CONCRETO CICLOPEO F'C=140 KG/CM + 70% PGM3AREALARGO765.00CONFORME OK!MURO DE CONTENCION14.25180.00765.000.00MURO DE CONTENCION14.25180.00765.00CONFORME OK!05.04.07RELLENO CON MATERIAL SELECCIONADOM3540.0005.04.07RELLENO CON MATERIAL SELECCIONADOM3540.00CONFORME OK!PARTE LATERAL DEL MURO1180.001.003.00540.000.00PARTE LATERAL DEL MURO1180.001.003.00540.00CONFORME OK!05.04.08JUNTA DE CONSTRUCCIONM2AREA255.0005.04.08JUNTA DE CONSTRUCCIONM2AREA255.00CONFORME OK!JUNTA DE CONSTRUCCION CON TECNOPORT604.25255.000.00JUNTA DE CONSTRUCCION CON TECNOPORT604.25255.00CONFORME OK!05.04.09TUBERIA DE DRENAJEM476.0005.04.09TUBERIA DE DRENAJEM476.00CONFORME OK!TUBERIA DE DRENAJE PVC 3564.252.00476.000.00TUBERIA DE DRENAJE PVC 3564.252.00476.00CONFORME OK!N ESPECIFICACIONESUND.N de Alcant.N de VecesMEDIDASParcialTOTALN ESPECIFICACIONESUND.N de Alcant.N de VecesMEDIDASParcialTOTALCONFORME OK!LargoAnchoAlturaLargoAnchoAlturaCONFORME OK!05.05ALCANTARILLAS TMC (38 UND)05.05ALCANTARILLAS TMC (38 UND)CONFORME OK!05.05.01 DEMOLICION DE ESTRUCTURAS DE ALCANT. ANTIGUASm281450.1524324305.05.01 DEMOLICION DE ESTRUCTURAS DE ALCANT. ANTIGUASm281450.15243243CONFORME OK!0.000.00CONFORME OK!05.05.02 NIVELACION, TRAZO Y REPLANTEOm23652.3105.05.02 NIVELACION, TRAZO Y REPLANTEOm23652.31CONFORME OK!TIPO I (11 Und)0.00TIPO I (11 Und)CONFORME OK!3416.001.50306.000.000.003416.001.50306.00CONFORME OK!TIPO II (20 Und)0.00TIPO II (20 Und)CONFORME OK!62110.802.951975.320.000.0062110.802.951975.32CONFORME OK!TIPO III (4 Und)0.00TIPO III (4 Und)CONFORME OK!12110.184.30525.290.000.0012110.184.30525.29CONFORME OK!TIPO IV (3 Und)0.00TIPO IV (3 Und)CONFORME OK!9118.805.00846.000.000.009118.805.00846.00CONFORME OK!05.05.03 EXCAVACION MANUAL EN TERRENO NORMALm33566.1905.05.03 EXCAVACION MANUAL EN TERRENO NORMALm33566.19CONFORME OK!TIPO I (11 Und)0.00TIPO I (11 Und)CONFORME OK!Caja de ingreso341.001.601.451.70134.100.00Caja de ingreso341.001.601.451.70134.10CONFORME OK!Caja341.003.691.301.42231.660.00Caja341.003.691.301.42231.66CONFORME OK!Aletas de salida341.004.471.002.02307.000.00Aletas de salida341.004.471.002.02307.00CONFORME OK!Emboquillado de salida341.002.050.890.2012.410.00Emboquillado de salida341.002.050.890.2012.41CONFORME OK!341.002.901.000.2019.720.000.00341.002.901.000.2019.72CONFORME OK!Uas de salida341.007.820.200.2010.640.00Uas de salida341.007.820.200.2010.64CONFORME OK!0.000.00CONFORME OK!TIPO II (20 Und)0.00TIPO II (20 Und)CONFORME OK!Emboquillado de entrada621.001.801.500.2033.480.00Emboquillado de entrada621.001.801.500.2033.48CONFORME OK!Uas de entrada621.004.590.200.2011.380.00Uas de entrada621.004.590.200.2011.38CONFORME OK!Caja de ingreso621.001.601.451.70244.530.00Caja de ingreso621.001.601.451.70244.53CONFORME OK!Caja621.004.961.301.42567.680.00Caja621.004.961.301.42567.68CONFORME OK!Aletas de salida621.004.471.002.02559.820.00Aletas de salida621.004.471.002.02559.82CONFORME OK!Emboquillado de salida621.002.050.890.2022.620.00Emboquillado de salida621.002.050.890.2022.62CONFORME OK!621.002.901.000.2035.960.000.00621.002.901.000.2035.96CONFORME OK!Uas de salida621.007.820.200.2019.390.00Uas de salida621.007.820.200.2019.39CONFORME OK!0.000.00CONFORME OK!TIPO III (4 Und)0.00TIPO III (4 Und)CONFORME OK!Caja121.004.201.301.4293.040.00Caja121.004.201.301.4293.04CONFORME OK!Aletas122.004.471.001.91204.900.00Aletas122.004.471.001.91204.90CONFORME OK!Emboquillado de salida122.002.050.890.208.760.00Emboquillado de salida122.002.050.890.208.76CONFORME OK!122.002.901.000.2013.920.000.00122.002.901.000.2013.92CONFORME OK!Uas de salida122.007.820.200.207.510.00Uas de salida122.007.820.200.207.51CONFORME OK!0.000.00CONFORME OK!TIPO IV (3 Und)0.00TIPO IV (3 Und)CONFORME OK!Emboquillado de entrada91.001.801.500.204.860.00Emboquillado de entrada91.001.801.500.204.86CONFORME OK!Uas de entrada91.004.590.200.201.650.00Uas de entrada91.004.590.200.201.65CONFORME OK!Caja de ingreso91.001.601.701.7041.620.00Caja de ingreso91.001.601.701.7041.62CONFORME OK!Caja91.0013.60Area=7.47914.140.00Caja91.0013.60Area=7.47914.14CONFORME OK!Aletas de salida91.004.471.700.6947.190.00Aletas de salida91.004.471.700.6947.19CONFORME OK!Emboquillado de salida91.003.042.380.2013.020.00Emboquillado de salida91.003.042.380.2013.02CONFORME OK!91.002.120.700.202.670.000.0091.002.120.700.202.67CONFORME OK!Uas de salida91.007.000.200.202.520.00Uas de salida91.007.000.200.202.52CONFORME OK!0.000.00CONFORME OK!05.05.04 BASE CON MATERIAL PROPIO SELECCIONADO, COMPACT. EQUIPO LIVIANOm3190.4805.05.04 BASE CON MATERIAL PROPIO SELECCIONADO, COMPACT. EQUIPO LIVIANOm3190.48CONFORME OK!TIPO I 0.00TIPO I CONFORME OK!Caja341.005.501.300.1024.310.00Caja341.005.501.300.1024.31CONFORME OK!0.000.00CONFORME OK!TIPO II 0.00TIPO II CONFORME OK!Caja621.005.501.300.1044.330.00Caja621.005.501.300.1044.33CONFORME OK!0.000.00CONFORME OK!TIPO III 0.00TIPO III CONFORME OK!Caja121.005.501.301.42121.840.00Caja121.005.501.301.42121.84CONFORME OK!0.000.00CONFORME OK!TIPO IV 0.00TIPO IV CONFORME OK!Caja91.000.001.300.100.000.00Caja91.000.001.300.100.00CONFORME OK!0.000.00CONFORME OK!05.05.05 ALCANTARILLA TMC 0=24" e= 1.80 mmm27.2005.05.05 ALCANTARILLA TMC 0=24" e= 1.80 mmm27.20CONFORME OK!TIPO I 0.00TIPO I CONFORME OK!Caja1.0014.4014.400.00Caja1.0014.4014.40CONFORME OK!0.000.00CONFORME OK!TIPO II0.00TIPO IICONFORME OK!Caja1.0012.8012.800.00Caja1.0012.8012.80CONFORME OK!0.000.00CONFORME OK!05.05.06 ALCANTARILLA TMC 0=36" e= 2.00 mmm643.5005.05.06 ALCANTARILLA TMC 0=36" e= 2.00 mmm643.50CONFORME OK!TIPO I 0.00TIPO I CONFORME OK!Caja1.00187.00187.000.00Caja1.00187.00187.00CONFORME OK!0.000.00CONFORME OK!TIPO II 0.00TIPO II CONFORME OK!Caja1.00341.00341.000.00Caja1.00341.00341.00CONFORME OK!0.000.00CONFORME OK!TIPO III 0.00TIPO III CONFORME OK!Caja1.0066.0066.000.00Caja1.0066.0066.00CONFORME OK!0.000.00CONFORME OK!TIPO IV 0.00TIPO IV CONFORME OK!Caja1.0049.5049.500.00Caja1.0049.5049.50CONFORME OK!0.000.00CONFORME OK!05.05.07 RELLENO CON MATERIAL PROPIO SELECCIONADO, COMPACT. EQUIPO LIVIANOm31656.7505.05.07 RELLENO CON MATERIAL PROPIO SELECCIONADO, COMPACT. EQUIPO LIVIANOm31656.75CONFORME OK!TIPO I 0.00TIPO I CONFORME OK!Caja de ingreso341.001.60Area=0.189.790.00Caja de ingreso341.001.60Area=0.189.79CONFORME OK!Caja341.004.09Area=1.09152.000.00Caja341.004.09Area=1.09152.00CONFORME OK!Aletas de salida341.003.80Area=0.2127.130.00Aletas de salida341.003.80Area=0.2127.13CONFORME OK!0.000.00CONFORME OK!TIPO II 0.00TIPO II CONFORME OK!Caja de ingreso621.001.60Area=0.1817.860.00Caja de ingreso621.001.60Area=0.1817.86CONFORME OK!Caja621.005.82Area=1.09394.340.00Caja621.005.82Area=1.09394.34CONFORME OK!Aletas de salida621.003.80Area=0.2149.480.00Aletas de salida621.003.80Area=0.2149.48CONFORME OK!0.000.00CONFORME OK!TIPO III 0.00TIPO III CONFORME OK!Aletas ingreso121.003.80Area=0.188.210.00Aletas ingreso121.003.80Area=0.188.21CONFORME OK!Caja121.005.66Area=1.0974.220.00Caja121.005.66Area=1.0974.22CONFORME OK!Aleta salida121.003.80Area=0.219.580.00Aleta salida121.003.80Area=0.219.58CONFORME OK!0.000.00CONFORME OK!TIPO IV 0.00TIPO IV CONFORME OK!Caja91.0013.60Area=7.47914.140.00Caja91.0013.60Area=7.47914.14CONFORME OK!0.000.00CONFORME OK!05.05.08 SOLADO C:H 1:10m385.2005.05.08 SOLADO C:H 1:10m385.20CONFORME OK!TIPO I 0.00TIPO I CONFORME OK!Caja de ingreso341.001.601.450.107.890.00Caja de ingreso341.001.601.450.107.89CONFORME OK!Aletas de salida341.004.471.000.1015.200.00Aletas de salida341.004.471.000.1015.20CONFORME OK!0.000.00CONFORME OK!TIPO II 0.00TIPO II CONFORME OK!Caja de ingreso621.001.601.450.1014.380.00Caja de ingreso621.001.601.450.1014.38CONFORME OK!Aletas de salida621.004.471.000.1027.710.00Aletas de salida621.004.471.000.1027.71CONFORME OK!0.000.00CONFORME OK!TIPO III 0.00TIPO III CONFORME OK!Aletas122.004.471.000.1010.730.00Aletas122.004.471.000.1010.73CONFORME OK!0.000.00CONFORME OK!TIPO IV 0.00TIPO IV CONFORME OK!Caja de ingreso91.001.601.700.102.450.00Caja de ingreso91.001.601.700.102.45CONFORME OK!Aletas de salida91.004.471.700.106.840.00Aletas de salida91.004.471.700.106.84CONFORME OK!0.000.00CONFORME OK!05.05.09 ENCOFRADO Y DESENCOFRADO NORMALm21,609.2305.05.09 ENCOFRADO Y DESENCOFRADO NORMALm21,609.23CONFORME OK!TIPO I 0.00TIPO I CONFORME OK!Caja de ingreso342.000.751.3066.300.00Caja de ingreso342.000.751.3066.30CONFORME OK!342.001.201.30106.080.000.00342.001.201.30106.08CONFORME OK!Aletas de salida341.004.371.80267.440.00Aletas de salida341.004.371.80267.44CONFORME OK!TIPO II 0.00TIPO II CONFORME OK!Caja de ingreso622.000.751.30120.900.00Caja de ingreso622.000.751.30120.90CONFORME OK!622.001.201.30193.440.000.00622.001.201.30193.44CONFORME OK!Aletas de salida621.004.371.80487.690.00Aletas de salida621.004.371.80487.69CONFORME OK!TIPO III 0.00TIPO III CONFORME OK!Aletas ingreso121.004.371.5983.380.00Aletas ingreso121.004.371.5983.38CONFORME OK!Aletas salida121.004.371.8094.390.00Aletas salida121.004.371.8094.39CONFORME OK!TIPO IV 0.00TIPO IV CONFORME OK!Caja de ingreso92.001.001.3023.400.00Caja de ingreso92.001.001.3023.40CONFORME OK!92.001.201.3028.080.000.0092.001.201.3028.08CONFORME OK!Aletas de salida91.004.962.72121.420.00Aletas de salida91.004.962.72121.42CONFORME OK!Gradas91.001.900.406.840.00Gradas91.001.900.406.84CONFORME OK!91.002.740.409.860.000.0091.002.740.409.86CONFORME OK!0.000.00CONFORME OK!05.05.10 ENCOFRADO Y DESENCOFRADO CARAVISTAm2942.8305.05.10 ENCOFRADO Y DESENCOFRADO CARAVISTAm2942.83CONFORME OK!TIPO I 0.00TIPO I CONFORME OK!Aletas de salida341.003.801.77228.680.00Aletas de salida341.003.801.77228.68CONFORME OK!342.000.201.0013.600.000.00342.000.201.0013.60CONFORME OK!TIPO II 0.00TIPO II CONFORME OK!Aletas de salida621.003.801.77417.010.00Aletas de salida621.003.801.77417.01CONFORME OK!622.000.201.0024.800.000.00622.000.201.0024.80CONFORME OK!TIPO III 0.00TIPO III CONFORME OK!Aletas ingreso121.003.801.5570.680.00Aletas ingreso121.003.801.5570.68CONFORME OK!122.000.200.793.790.000.00122.000.200.793.79CONFORME OK!Aletas salida121.003.801.7780.710.00Aletas salida121.003.801.7780.71CONFORME OK!122.000.201.004.800.000.00122.000.201.004.80CONFORME OK!TIPO IV 0.00TIPO IV CONFORME OK!Aletas de salida91.003.802.6088.920.00Aletas de salida91.003.802.6088.92CONFORME OK!92.000.301.829.830.000.0092.000.301.829.83CONFORME OK!0.000.00CONFORME OK!05.05.11 CONCRETO CICLOPEO FC=175 KG/CM2 + 30 % PMm3774.8305.05.11 CONCRETO CICLOPEO FC=175 KG/CM2 + 30 % PMm3774.83CONFORME OK!TIPO I 0.00TIPO I CONFORME OK!Caja de ingreso342.000.750.201.3013.260.00Caja de ingreso342.000.750.201.3013.26CONFORME OK!341.001.600.201.3014.140.000.00341.001.600.201.3014.14CONFORME OK!341.001.60Area=0.4625.020.000.00341.001.60Area=0.4625.02CONFORME OK!341.001.200.200.252.040.000.00341.001.200.200.252.04CONFORME OK!Piso341.001.601.450.3023.660.00Piso341.001.601.450.3023.66CONFORME OK!Aletas de salida341.004.37Area=0.5378.750.00Aletas de salida341.004.37Area=0.5378.75CONFORME OK!341.004.37Area=0.4059.430.000.00341.004.37Area=0.4059.43CONFORME OK!341.001.200.200.252.040.000.00341.001.200.200.252.04CONFORME OK!Menos34-2.000.20Area=0.11-1.530.00Menos34-2.000.20Area=0.11-1.53CONFORME OK!34-1.000.38Area=0.28-3.650.000.0034-1.000.38Area=0.28-3.65CONFORME OK!34-1.000.39Area=0.28-3.750.000.0034-1.000.39Area=0.28-3.75CONFORME OK!TIPO II 0.00TIPO II CONFORME OK!Caja de ingreso622.000.750.201.3024.180.00Caja de ingreso622.000.750.201.3024.18CONFORME OK!621.001.600.201.3025.790.000.00621.001.600.201.3025.79CONFORME OK!621.001.60Area=0.4645.630.000.00621.001.60Area=0.4645.63CONFORME OK!621.001.200.200.253.720.000.00621.001.200.200.253.72CONFORME OK!Aletas de salida621.004.37Area=0.53143.600.00Aletas de salida621.004.37Area=0.53143.60CONFORME OK!621.004.37Area=0.40108.380.000.00621.004.37Area=0.40108.38CONFORME OK!621.001.200.200.253.720.000.00621.001.200.200.253.72CONFORME OK!Menos62-2.000.20Area=0.11-2.790.00Menos62-2.000.20Area=0.11-2.79CONFORME OK!62-1.000.20Area=0.23-2.790.000.0062-1.000.20Area=0.23-2.79CONFORME OK!62-1.000.38Area=0.28-6.660.000.0062-1.000.38Area=0.28-6.66CONFORME OK!62-1.000.39Area=0.28-6.840.000.0062-1.000.39Area=0.28-6.84CONFORME OK!TIPO III 0.00TIPO III CONFORME OK!Aletas ingreso121.004.37Area=0.4624.120.00Aletas ingreso121.004.37Area=0.4624.12CONFORME OK!121.004.37Area=0.4020.980.000.00121.004.37Area=0.4020.98CONFORME OK!121.001.200.200.250.720.000.00121.001.200.200.250.72CONFORME OK!Aletas salida121.004.37Area=0.5327.790.00Aletas salida121.004.37Area=0.5327.79CONFORME OK!121.004.37Area=0.4020.980.000.00121.004.37Area=0.4020.98CONFORME OK!121.001.200.200.250.720.000.00121.001.200.200.250.72CONFORME OK!Menos12-1.000.38Area=0.28-1.290.00Menos12-1.000.38Area=0.28-1.29CONFORME OK!12-1.000.39Area=0.28-1.320.000.0012-1.000.39Area=0.28-1.32CONFORME OK!TIPO IV 0.00TIPO IV CONFORME OK!Caja de ingreso92.001.000.201.304.680.00Caja de ingreso92.001.000.201.304.68CONFORME OK!91.001.600.201.303.740.000.0091.001.600.201.303.74CONFORME OK!91.001.60Area=0.527.490.000.0091.001.60Area=0.527.49CONFORME OK!91.001.200.300.250.810.000.0091.001.200.300.250.81CONFORME OK!Piso91.001.601.700.307.340.00Piso91.001.601.700.307.34CONFORME OK!Aletas de salida91.004.96Area=1.8281.240.00Aletas de salida91.004.96Area=1.8281.24CONFORME OK!91.004.96Area=0.8537.940.000.0091.004.96Area=0.8537.94CONFORME OK!Menos9-2.000.20Area=0.11-0.410.00Menos9-2.000.20Area=0.11-0.41CONFORME OK!9-1.000.20Area=0.23-0.410.000.009-1.000.20Area=0.23-0.41CONFORME OK!9-1.000.42Area=0.64-2.400.000.009-1.000.42Area=0.64-2.40CONFORME OK!9-1.000.57Area=0.64-3.260.000.009-1.000.57Area=0.64-3.26CONFORME OK!0.000.00CONFORME OK!05.05.12 CONCRETO CICLOPEO F'C=140 KG/CM2 + 30 % PM.m36.5305.05.12 CONCRETO CICLOPEO F'C=140 KG/CM2 + 30 % PM.m36.53CONFORME OK!TIPO IV 0.00TIPO IV CONFORME OK!Gradas91.001.200.500.402.160.00Gradas91.001.200.500.402.16CONFORME OK!92.00Area=0.060.400.450.000.0092.00Area=0.060.400.45CONFORME OK!91.001.620.500.402.920.000.0091.001.620.500.402.92CONFORME OK!92.00Area=0.140.401.010.000.0092.00Area=0.140.401.01CONFORME OK!0.000.00CONFORME OK!05.05.13 EMBOQUILLADO DE PIEDRA F'C=140 KG/CM2 + 70% P.M.m3220.5105.05.13 EMBOQUILLADO DE PIEDRA F'C=140 KG/CM2 + 70% P.M.m3220.51CONFORME OK!TIPO I 0.00TIPO I CONFORME OK!Emboquillado de salida341.002.050.890.2012.410.00Emboquillado de salida341.002.050.890.2012.41CONFORME OK!341.002.901.000.2019.720.000.00341.002.901.000.2019.72CONFORME OK!Uas de salida341.007.820.200.2010.640.00Uas de salida341.007.820.200.2010.64CONFORME OK!0.000.00CONFORME OK!TIPO II 0.00TIPO II CONFORME OK!Emboquillado de entrada621.001.801.500.2033.480.00Emboquillado de entrada621.001.801.500.2033.48CONFORME OK!Uas de entrada621.004.590.200.2011.380.00Uas de entrada621.004.590.200.2011.38CONFORME OK!Emboquillado de salida621.002.050.890.2022.620.00Emboquillado de salida621.002.050.890.2022.62CONFORME OK!621.002.901.000.2035.960.000.00621.002.901.000.2035.96CONFORME OK!Uas de salida621.007.820.200.2019.390.00Uas de salida621.007.820.200.2019.39CONFORME OK!0.000.00CONFORME OK!TIPO III 0.00TIPO III CONFORME OK!Emboquillado de entrada y salida122.002.050.890.208.760.00Emboquillado de entrada y salida122.002.050.890.208.76CONFORME OK!122.002.901.000.2013.920.000.00122.002.901.000.2013.92CONFORME OK!Uas de salida122.007.820.200.207.510.00Uas de salida122.007.820.200.207.51CONFORME OK!0.000.00CONFORME OK!TIPO IV 0.00TIPO IV CONFORME OK!Emboquillado de entrada91.001.801.500.204.860.00Emboquillado de entrada91.001.801.500.204.86CONFORME OK!Uas de entrada91.004.590.200.201.650.00Uas de entrada91.004.590.200.201.65CONFORME OK!Emboquillado de salida91.003.042.380.2013.020.00Emboquillado de salida91.003.042.380.2013.02CONFORME OK!91.002.120.700.202.670.000.0091.002.120.700.202.67CONFORME OK!Uas de salida91.007.000.200.202.520.00Uas de salida91.007.000.200.202.52CONFORME OK!0.000.00CONFORME OK!05.05.14 ELIMINACION DE MATERIAL EXCEDENTE D=30Mm32800.9905.05.14 ELIMINACION DE MATERIAL EXCEDENTE D=30Mm32800.99CONFORME OK!Material excavado3566.191.254457.740.00Material excavado3566.191.254457.74CONFORME OK!Material usado en relleno-1656.75-1656.750.00Material usado en relleno-1656.75-1656.75CONFORME OK!0.000.00CONFORME OK!0.000.00CONFORME OK!05.06BADEN (07 UND)05.06BADEN (07 UND)CONFORME OK!05.06.01DEMOLICION DE ESTRUCTURAS ANTIGUAS EN BADENES05.06.01DEMOLICION DE ESTRUCTURAS ANTIGUAS EN BADENESCONFORME OK!Demolicion de badenes existentesm210185400.00400.000.00Demolicion de badenes existentesm210185400.00400.00CONFORME OK!05.06.02TRAZO Y REPLANTEO EN BADENm2492.0005.06.02TRAZO Y REPLANTEO EN BADENm2492.00CONFORME OK!Prog. 0.00Prog. CONFORME OK!Planta918.006.00432.000.00Planta918.006.00432.00CONFORME OK!Prog. 38+0400.00Prog. 38+040CONFORME OK!Planta1110.006.0060.000.00Planta1110.006.0060.00CONFORME OK!0.000.00CONFORME OK!0.000.00CONFORME OK!05.06.03CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA m3138.8605.06.03CORTE EN TERRENO NORMAL R=570 M3/DIA TRACTOR ORUGA m3138.86CONFORME OK!Prog. 90.00Prog. 9CONFORME OK!Badn918.006.000.2086.400.00Badn918.006.000.2086.40CONFORME OK!uas longitudinales928.000.300.3012.960.00uas longitudinales928.000.300.3012.96CONFORME OK!uas laterales926.000.300.309.720.00uas laterales926.000.300.309.72CONFORME OK!0.000.00CONFORME OK!Prog. 38+04010.00Prog. 38+0401CONFORME OK!Badn1110.006.000.2012.000.00Badn1110.006.000.2012.00CONFORME OK!uas longitudinales1210.000.300.301.800.00uas longitudinales1210.000.300.301.80CONFORME OK!uas laterales126.000.300.301.080.00uas laterales126.000.300.301.08CONFORME OK!Muro11Area=10.001.4914.900.00Muro11Area=10.001.4914.90CONFORME OK!05.06.04SOLADO PARA ESTRUCTURAS E = 4"M21.3505.06.04SOLADO PARA ESTRUCTURAS E = 4"M21.35CONFORME OK!0.000.00CONFORME OK!Prog. 38+0400.00Prog. 38+040CONFORME OK!Badn1110.001.3513.500.00Badn1110.001.3513.50CONFORME OK!0.000.00CONFORME OK!05.06.05 CONCRETO F'c = 175 KG/CM2 + 30%PM,m313.5005.06.05 CONCRETO F'c = 175 KG/CM2 + 30%PM,m313.50CONFORME OK!90.000.009CONFORME OK!Badn918.006.000.2086.400.00Badn918.006.000.2086.40CONFORME OK!uas longitudinales928.000.300.3012.960.00uas longitudinales928.000.300.3012.96CONFORME OK!uas laterales926.000.300.309.720.00uas laterales926.000.300.309.72CONFORME OK!0.000.00CONFORME OK!Prog. 38+0400.00Prog. 38+040CONFORME OK!Badn1110.006.000.2012.000.00Badn1110.006.000.2012.00CONFORME OK!uas longitudinales1210.000.300.301.800.00uas longitudinales1210.000.300.301.80CONFORME OK!uas laterales126.000.300.301.080.00uas laterales126.000.300.301.08CONFORME OK!05.06.06 MAMPOSTERIA DE PIEDRAm314.9005.06.06 MAMPOSTERIA DE PIEDRAm314.90CONFORME OK!Prog. 38+04010.00Prog. 38+0401CONFORME OK!Muro11Area=10.001.4914.900.00Muro11Area=10.001.4914.90CONFORME OK!0.000.00CONFORME OK!05.06.07CONCRETO f'c=210 kg/cm2 EN BADENm3123.9605.06.07CONCRETO f'c=210 kg/cm2 EN BADENm3123.96CONFORME OK!09 unidades de baden0.0009 unidades de badenCONFORME OK!Badn918.006.000.2086.400.00Badn918.006.000.2086.40CONFORME OK!uas longitudinales928.000.300.3012.960.00uas longitudinales928.000.300.3012.96CONFORME OK!uas laterales926.000.300.309.720.00uas laterales926.000.300.309.72CONFORME OK!0.000.00CONFORME OK!Prog. 38+0400.00Prog. 38+040CONFORME OK!Badn1110.006.000.2012.000.00Badn1110.006.000.2012.00CONFORME OK!uas longitudinales1210.000.300.301.800.00uas longitudinales1210.000.300.301.80CONFORME OK!uas laterales126.000.300.301.080.00uas laterales126.000.300.301.08CONFORME OK!0.000.00CONFORME OK!05.06.08 JUNTAS CON RELLENO ASFALTICO E=1" EN CONCRETO m142.0005.06.08 JUNTAS CON RELLENO ASFALTICO E=1" EN CONCRETO m142.00CONFORME OK!09 unidades de baden0.0009 unidades de badenCONFORME OK!Badn918.0072.000.00Badn918.0072.00CONFORME OK!longitudinales916.0054.000.00longitudinales916.0054.00CONFORME OK!Prog. 38+0400.00Prog. 38+040CONFORME OK!Badn1110.0010.000.00Badn1110.0010.00CONFORME OK!longitudinales116.006.000.00longitudinales116.006.00CONFORME OK!05.06.09JUNTA CON WATER STOP DE 6"m142.0005.06.09JUNTA CON WATER STOP DE 6"m142.00CONFORME OK!uas longitudinales0.00uas longitudinalesCONFORME OK!Badn918.0072.000.00Badn918.0072.00CONFORME OK!longitudinales916.0054.000.00longitudinales916.0054.00CONFORME OK!Prog. 38+0400.00Prog. 38+040CONFORME OK!Badn1110.0010.000.00Badn1110.0010.00CONFORME OK!longitudinales116.006.000.00longitudinales116.006.00CONFORME OK!05.06.10 ENCOFRADO Y DESENCOFRADO BADENm269.0005.06.10 ENCOFRADO Y DESENCOFRADO BADENm269.00CONFORME OK!09 unidades de baden0.0009 unidades de badenCONFORME OK!Badn938.000.2043.200.00Badn938.000.2043.20CONFORME OK!longitudinales933.000.2016.200.00longitudinales933.000.2016.20CONFORME OK!0.000.00CONFORME OK!Prog. 38+0400.00Prog. 38+040CONFORME OK!Badn1310.000.206.000.00Badn1310.000.206.00CONFORME OK!longitudinales136.000.203.600.00longitudinales136.000.203.60CONFORME OK!0.000.00CONFORME OK!05.06.11ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm3173.5805.06.11ELIMINACION DE MATERIAL EXCEDENTE A BOTADEROSm3173.58CONFORME OK!1.25138.86173.580.000.001.25138.86173.58CONFORME OK!06PRUEBAS DE CONTROL DE CALIDAD0.0006PRUEBAS DE CONTROL DE CALIDAD0.00CONFORME OK!06.01 PRUEBA DE DISEO DE MEZCLAS DE CONCRETOund3.003.003.0006.01 PRUEBA DE DISEO DE MEZCLAS DE CONCRETO0.000.000.000.00error06.02 PRUEBA DE CALIDAD DE CONCRETOund45.0045.0045.0006.02 PRUEBA DE CALIDAD DE CONCRETO0.000.000.000.00error06.03 PRUEBA DE COMPACTACION DE SUELOSund40.0040.0040.0006.03 PRUEBA DE COMPACTACION DE SUELOS0.000.000.000.00error07SEALIZACIONES Y SEGURIDAD VIAL0.000.000.000.0007SEALIZACIONES Y SEGURIDAD VIAL0.000.000.000.00CONFORME OK!07.01 HITO KILOMETRICO0.000.000.000.0007.01 HITO KILOMETRICO0.000.000.000.00CONFORME OK!07.01.01 EXCAVACION MANUAL EN TERRENO NORMALm33.293.293.2907.01.01 EXCAVACION MANUAL EN TERRENO NORMAL0.000.000.000.00error07.01.02 CONCRETO F'C=140 KG/CM2m33.293.293.2907.01.02 CONCRETO F'C=140 KG/CM20.000.000.000.00error07.01.03 ENCOFRADO Y DESENCOFRADOm214.9014.9014.9007.01.03 ENCOFRADO Y DESENCOFRADO0.000.000.000.00error07.01.04 CONCRETO F'C=175 KG/CM2m31.201.201.2007.01.04 CONCRETO F'C=175 KG/CM20.000.000.000.00error07.01.05 ACERO GRADO 60 FY=4200KG/CM2kg153.26153.26153.2607.01.05 ACERO GRADO 60 FY=4200KG/CM20.000.000.000.00error07.01.06 REVESTIMIENTO DE SUPERFICIEm214.9014.9014.9007.01.06 REVESTIMIENTO DE SUPERFICIE0.000.000.000.00error07.01.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICOm214.9014.9014.9007.01.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICO0.000.000.000.00error07.02 SEALIZACIONES INFORMATIVOS0.000.000.000.0007.02 SEALIZACIONES INFORMATIVOS0.000.000.000.00CONFORME OK!07.02.01 EXCAVACION MANUAL EN TERRENO NORMALm3151.20151.20151.2007.02.01 EXCAVACION MANUAL EN TERRENO NORMAL0.000.000.000.00error07.02.02 CONCRETO F'C=140 KG/CM2m3151.20151.20151.2007.02.02 CONCRETO F'C=140 KG/CM20.000.000.000.00error07.02.03 ENCOFRADO Y DESENCOFRADOm2436.00436.00436.0007.02.03 ENCOFRADO Y DESENCOFRADO0.000.000.000.00error07.02.04 REVESTIMIENTO DE SUPERFICIEm2436.00436.00436.0007.02.04 REVESTIMIENTO DE SUPERFICIE0.000.000.000.00error07.02.05 SEALES INFORMATIVOS INC/FABRIC. Y COLOC. (0.40x0.6M)und12.0012.0012.0007.02.05 SEALES INFORMATIVOS INC/FABRIC. Y COLOC. (0.40x0.6M)0.000.000.000.00error07.02.06 SEALES PREVENTIVAS INC/FABRIC. Y COLOC. (0.90x1.50M)und382.00382.00382.0007.02.06 SEALES PREVENTIVAS INC/FABRIC. Y COLOC. (0.90x1.50M)0.000.000.000.00error07.02.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICOm2436.00436.00436.0007.02.07 PINTURA DE SUPERFICIE C/ESMALTE SINTETICO0.000.000.000.00error08MITIGACION AMBIENTAL0.000.000.0008MITIGACION AMBIENTAL0.000.000.00CONFORME OK!08.01 IMPACTO AMBIENTAL A TODO COSTOund1.001.001.0008.01 IMPACTO AMBIENTAL A TODO COSTOund0.000.000.00error09CAPACITACION0.000.000.0009CAPACITACION0.000.000.00CONFORME OK!09.01 CAPACITACIONmes6.006.006.0009.01 CAPACITACIONmes0.000.000.00error09.02 PLAN DE MONITOREO ARQUEOLOGICOmes6.006.006.0009.02 PLAN DE MONITOREO ARQUEOLOGICOmes0.000.000.00error10VARIOS0.000.000.0010VARIOS0.000.000.00CONFORME OK!10.01 FLETE TERRESTREGLB1.001.001.0010.01 FLETE TERRESTREGLB0.000.000.00error0.000.000.000.000.000.00CONFORME OK!

CortexplanMOVIMIENTO DE TIERRAS A NIVEL DE RASANTE

(DEL 26 DE MARZO AL 30 DE ABRIL DEL 2014)

OBRA : REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS - CCAPACCALLA - SOCCACANCHA - TAYPICHA - TURPO - BELEN DE ANTA, DEL DIST. DE TURPO, PROV. DE ANDAHUAYLAS - APURIMACPROPIETARIO : MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASLOCALIDAD: MULTICOMUNALCONTRATISTA : CONSORCIO BELEN ANTADISTRITO: TURPOSUPERVISOR : Ing. LEONEL VARGAS ESCOBAR CIP N 133064PROVINCIA: ANDAHUAYLASRESIDENTE : Ing. OSCAR MIGUEL CUCHULA ZEVALLOS CIP N 125196DEPARTAMENTO: APURIMAC

TRAMOAREA DEAREA DEDISTANCIAVOLUMEN DEVOLUMEN DEVOLUMEN DE CORTE - RELLENODISPONIBLENCORTERELLENOPROM.CORTERELLENOMATERIAL SUELTOROCA SUELTAROCA FIJAPARA 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TOTAL4,048.1172,030.878,474.224,237.1180,694.09RESUMEN DEL MOVIMIENTO DE TIERRAS:MATERIALVOLUMENF. ESPONJAM.V. TOTALMATERIAL SUELTO *67,982.7615%78,180.17ROCA SUELTA8,474.2230%11,016.49ROCA FIJA4,237.1140%5,931.95* Se considera el descuento por material de relleno (prestamo con material propio).95,128.61

AfirmadoHOJA DE METRADOS MATERIAL AFIRMADO(DEL 26 DE MARZO AL 30 DE ABRIL DEL 2014)OBRA : REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS - CCAPACCALLA - SOCCACANCHA - TAYPICHA - TURPO - BELEN DE ANTA, DEL DIST. DE TURPO, PROV. DE ANDAHUAYLAS - APURIMACPROPIETARIO : MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASLOCALIDAD: MULTICOMUNALCONTRATISTA : CONSORCIO BELEN ANTADISTRITO: TURPOSUPERVISOR : Ing. LEONEL VARGAS ESCOBAR CIP N 133064PROVINCIA: ANDAHUAYLASRESIDENTE : Ing. OSCAR MIGUEL CUCHULA ZEVALLOS CIP N 125196DEPARTAMENTO: APURIMAC

PROGRESIVAANCHODISTANCIAESPONJAMIENTOESPESORVOLUMEN A VOLUMEN DE LAPROGRESIVASDELDELEXTRAERCONVIAMLMATERIALAFIRMADODE 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0020%0.15016.50019.80043.10337040+5.50020.00020%0.15016.50019.80043.10337060+5.50020.00020%0.15016.50019.80043.10337080+5.50020.00020%0.15016.50019.80043.10337100+5.50020.00020%0.15016.50019.80043.10337120+5.50020.00020%0.15016.50019.80043.10337140+5.50020.00020%0.15016.50019.80043.10337160+5.50020.00020%0.15016.50019.80043.10337180+5.50020.00020%0.15016.50019.80043.10337200+5.50020.00020%0.15016.50019.80043.10337220+5.50020.00020%0.15016.50019.80043.10337240+5.50020.00020%0.15016.50019.80043.10337260+5.50020.00020%0.15016.50019.80043.10337280+5.50020.00020%0.15016.50019.80043.10337300+5.50020.00020%0.15016.50019.80043.10337320+5.50020.00020%0.15016.50019.80043.10337340+5.50020.00020%0.15016.50019.80043.10337360+5.50020.00020%0.15016.50019.80043.10337380+5.50020.00020%0.15016.50019.80043.10337400+5.50020.00020%0.15016.50019.80043.10337420+5.50020.00020%0.15016.50019.80043.10337440+5.50020.00020%0.15016.50019.80043.10337460+5.50020.00020%0.15016.50019.80043.10337480+5.50020.00020%0.15016.50019.80043.10337500+5.50020.00020%0.15016.50019.80043.10337520+5.50020.00020%0.15016.50019.80043.10337540+5.50020.00020%0.15016.50019.80043.10337560+5.50020.00020%0.15016.50019.80043.10337580+5.50020.00020%0.15016.50019.80043.10337600+5.50020.00020%0.15016.50019.80043.10337620+5.50020.00020%0.15016.50019.80043.10337640+5.50020.00020%0.15016.50019.80043.10337660+5.50020.00020%0.15016.50019.80043.10337680+5.50020.00020%0.15016.50019.80043.10337700+5.50020.00020%0.15016.50019.80043.10337720+5.50020.00020%0.15016.50019.80043.10337740+5.50020.00020%0.15016.50019.80043.10337760+5.50020.00020%0.15016.50019.80043.10337780+5.50020.00020%0.15016.50019.80043.10337800+5.50020.00020%0.15016.50019.80043.10337820+5.50020.00020%0.15016.50019.80043.10337840+5.50020.00020%0.15016.50019.80043.10337860+5.50020.00020%0.15016.50019.80043.10337880+5.50020.00020%0.15016.50019.80043.10337900+5.50020.00020%0.15016.50019.80043.10337920+5.50020.00020%0.15016.50019.80043.10337940+5.50020.00020%0.15016.50019.80043.10337960+5.50020.00020%0.15016.50019.80043.10337980+5.50020.00020%0.15016.50019.80043.10338000+5.50020.00020%0.15016.50019.80043.10338020+5.50020.00020%0.15016.50019.80043.10338040+5.50020.00020%0.15016.50019.80043.10338060+5.50020.00020%0.15016.50019.80043.10338080+5.50020.00020%0.15016.50019.80043.10338100+5.50020.00020%0.15016.50019.80043.10338120+5.50020.00020%0.15016.50019.80043.10338140+5.50020.00020%0.15016.50019.80043.10338160+5.50020.00020%0.15016.50019.80043.10338180+5.50020.00020%0.15016.50019.80043.10338200+5.50020.00020%0.15016.50019.80043.10338220+5.50020.00020%0.15016.50019.80043.10338240+5.50020.00020%0.15016.50019.80043.10338260+5.50020.00020%0.15016.50019.80043.10338280+5.50020.00020%0.15016.50019.80043.10338300+5.50020.00020%0.15016.50019.80043.10338320+5.50020.00020%0.15016.50019.80043.10338340+5.50020.00020%0.15016.50019.80043.10338360+5.50020.00020%0.15016.50019.80043.10338380+5.50020.00020%0.15016.50019.80043.10338400+5.50020.00020%0.15016.50019.80043.10338420+5.50020.00020%0.15016.50019.80043.10338440+5.50020.00020%0.15016.50019.80043.10338460+5.50020.00020%0.15016.50019.80043.10338480+5.50020.00020%0.15016.50019.80043.10338500+5.50020.00020%0.15016.50019.80043.10338520+5.50020.00020%0.15016.50019.80043.10338540+5.50020.00020%0.15016.50019.80043.10338560+5.50020.00020%0.15016.50019.80043.10338580+5.50020.00020%0.15016.50019.80043.10338600+5.50020.00020%0.15016.50019.80043.10338620+5.50020.00020%0.15016.50019.80043.10338640+5.50020.00020%0.15016.50019.80043.10338660+5.50020.00020%0.15016.50019.80043.10338680+5.50020.00020%0.15016.50019.80043.10338700+5.50020.00020%0.15016.50019.80043.10338720+5.50020.00020%0.15016.50019.80043.10338740+5.50020.00020%0.15016.50019.80043.10338760+5.50020.00020%0.15016.50019.80043.10338780+5.50020.00020%0.15016.50019.80043.10338800+5.50020.00020%0.15016.50019.80043.10338820+5.50020.00020%0.15016.50019.80043.10338840+5.50020.00020%0.15016.50019.80043.10338860+5.50020.00020%0.15016.50019.80043.10338880+5.50020.00020%0.15016.50019.80043.10338900+5.50020.00020%0.15016.50019.80043.10338920+5.50020.00020%0.15016.50019.80043.10338940+5.50020.00020%0.15016.50019.80043.10338960+5.50020.00020%0.15016.50019.80043.10338980+5.50020.00020%0.15016.50019.80043.10339000+5.50020.00020%0.15016.50019.80043.10339020+5.50020.00020%0.15016.50019.80043.10339040+5.50020.00020%0.15016.50019.80043.10339060+5.50020.00020%0.15016.50019.80043.10339080+5.50020.00020%0.15016.50019.80043.10339100+5.50020.00020%0.15016.50019.80043.10339120+5.50020.00020%0.15016.50019.80043.10339140+5.50020.00020%0.15016.50019.80043.10339160+5.50020.00020%0.15016.50019.80043.10339180+5.50020.00020%0.15016.50019.80043.10339200+5.50020.00020%0.15016.50019.80043.10339220+5.50020.00020%0.15016.50019.80043.10339240+5.50020.00020%0.15016.50019.80043.10339260+5.50020.00020%0.15016.50019.80043.103

V 0+00 - 39+26032389.5 m38867.4

RESUMENVolumen total para terraplenes38867.4Area total del afirmado215930 m2

Exppavim

MUNICIPALIDAD PROVINCIAL DE ANDAHUAYLASDEPARTAMENTO : APURIMACDISTRITO: TURPO-ANDAHUAYLAS PROVINCIA : ANDAHUAYLASLUGAR: MULTICOMUNAL

REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS -CCAPACCALLA SOCCACANCHA TAYPICHA TURPO BELEN DE ANTA, DEL DISTRITO DE TURPO, PROVINCIA DE ANDAHUAYLAS - APURIMAC

METRADO DE EXPLANACIONES

PROGRESIVAAREAS (m2)LONGITUD (mt)VOLUMENES (m3)TIPO MATERIALVOLUMEN TOTAL (m3)CORTERELLENOVOLUMEN CORTE (m3)VOLUMEN RELL. (m3)MS (%)RS (%)RF (%)VOLUMEN TOTAL (m3)MSRSRF

0.0000.0001.5200.00010.007.6000.000100.000.000.007.607.6000.0000.0001.7700.00010.0016.4500.000100.000.000.0016.4516.4500.0000.0001.6800.00010.0017.2500.000100.000.000.0017.2517.2500.0000.0000.0000.0002.882.4190.000100.000.000.002.422.4190.0000.0000.7700.0001.1900.00010.009.8000.00080.0020.000.009.807.8401.9600.0001.1200.00010.0011.5500.00075.0025.000.0011.558.6632.8880.0001.1300.00010.0011.2500.00075.0025.000.0011.258.4382.8130.0000.8600.0008.888.8360.00070.0025.000.008.396.1852.2090.0001.2001.2602.3101.79010.0017.55015.250100.000.000.0017.5517.5500.0000.0004.2101.20010.0032.60014.950100.000.000.0032.6032.6000.0000.0001.2201.20010.0027.15012.000100.000.000.0027.1527.1500.0000.0002.3301.20010.0017.75012.000100.000.000.0017.7517.7500.0000.0003.6701.20010.0030.00012.000100.000.000.0030.0030.0000.0000.0001.5401.54010.0026.05013.700100.000.000.0026.0526.0500.0000.0001.2701.67010.0014.05016.050100.000.000.0014.0514.0500.0000.0002.2601.22010.0017.65014.450100.000.000.0017.6517.6500.0000.0002.8301.20010.0025.45012.100100.000.000.0025.4525.4500.0000.0003.2101.20010.0030.20012.000100.000.000.0030.2030.2000.0000.0003.5801.20010.0033.95012.000100.000.000.0033.9533.9500.0000.0001.9101.53010.0027.45013.650100.000.000.0027.4527.4500.0000.0001.2003.36010.0015.55024.45080.0020.000.0015.5512.4403.1100.0001.2003.69010.0012.00035.25080.0020.000.0012.009.6002.4000.0001.2004.60010.0012.00041.45075.0025.000.0012.009.0003.0000.0001.2804.35010.0012.40044.75075.0025.000.0012.409.3003.1000.0002.7001.33010.0019.90028.40075.0025.000.0019.9014.9254.9750.0005.4501.20010.0040.75012.65075.0025.000.0040.7530.56310.1880.0008.1901.20010.0068.20012.00075.0025.000.0068.2051.15017.0500.0008.4701.2004.7839.8175.73675.0025.000.0039.8229.8639.9540.0000.0000.0008.2300.00010.0041.1500.000100.000.000.0041.1541.1500.0000.0003.2400.00010.0057.3500.000100.000.000.0057.3557.3500.0000.0000.3300.04010.0017.8500.200100.000.000.0017.8517.8500.0000.0000.0000.75010.001.6503.950100.000.000.001.651.6500.0000.0000.0000.82010.000.0007.850100.000.000.000.000.0000.0000.0000.0000.97010.000.0008.950100.000.000.000.000.0000.0000.0000.0000.54010.000.0007.550100.000.000.000.000.0000.0000.0000.9700.00010.004.8502.700100.000.000.004.854.8500.0000.0001.1900.0009.079.7960.000100.000.000.009.809.7960.0000.0000.0000.0000.1700.37010.000.8501.850100.000.000.000.850.8500.0000.0000.0000.68010.000.8505.250100.000.000.000.850.8500.0000.0001.2000.00010.006.0003.400100.000.000.006.006.0000.0000.0000.5800.05010.008.9000.250100.000.000.008.908.9000.0000.0000.8700.00010.007.2500.250100.000.000.007.257.2500.0000.0001.2500.0007.858.3210.000100.000.000.008.328.3210.0000.0001.8300.0001.1800.00010.0015.0500.000100.000.000.0015.0515.0500.0000.0001.2800.00010.0012.3000.000100.000.000.0012.3012.3000.0000.0000.5700.27010.009.2501.350100.000.000.009.259.2500.0000.0000.1500.01010.003.6001.400100.000.000.003.603.6000.0000.0000.5300.00010.003.4000.050100.000.000.003.403.4000.0000.0000.0000.0007.341.9450.000100.000.000.001.951.9450.0000.0000.2300.1600.3200.27010.002.7502.150100.000.000.002.752.7500.0000.0000.3401.16010.003.3007.150100.000.000.003.303.3000.0000.0002.0200.00010.0011.8005.800100.000.000.0011.8011.8000.0000.0004.1200.00010.0030.7000.000100.000.000.0030.7030.7000.0000.0001.2500.00010.0026.8500.000100.000.000.0026.8526.8500.0000.0001.1100.02010.0011.8000.100100.000.000.0011.8011.8000.0000.0000.2000.1400.600.3930.048100.000.000.000.390.3930.0000.0003.0700.0004.3700.00010.0037.2000.000100.000.000.0037.2037.2000.0000.0000.0002.43010.0021.85012.150100.000.000.0021.8521.8500.0000.0001.3700.98010.006.85017.050100.000.000.006.856.8500.0000.0007.1700.00010.0042.7004.900100.000.000.0042.7042.7000.0000.00014.6900.00010.00109.3000.000100.000.000.00109.30109.3000.0000.0000.0001.07010.0073.4505.350100.000.000.0073.4573.4500.0000.0001.6800.00010.008.4005.350100.000.000.008.408.4000.0000.0000.0700.17010.008.7500.850100.000.000.008.758.7500.0000.0004.2500.00010.0021.6000.850100.000.000.0021.6021.6000.0000.0004.4700.00010.0043.6000.000100.000.000.0043.6043.6000.0000.0004.8900.00010.0046.8000.000100.000.000.0046.8046.8000.0000.0006.4000.00010.0056.4500.000100.000.000.0056.4556.4500.0000.00011.3300.00010.0088.6500.000100.000.000.0088.6588.6500.0000.0009.9900.00010.00106.6000.000100.000.000.00106.60106.6000.0000.0002.8800.00010.0064.3500.000100.000.000.0064.3564.3500.0000.0000.0000.28010.0014.4001.400100.000.000.0014.4014.4000.0000.0000.5300.68010.002.6504.800100.000.000.002.652.6500.0000.0000.0000.0006.291.6672.139100.000.000.001.671.6670.0000.000TOTAL1658.844575.9071658.4021594.75663.6460.0001824.242167

Met Ponton Acero 6.00MMETRADO DE ACERO DE PONTON, L= 6.00 M.

PROYECTO:REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS -CCAPACCALLA SOCCACANCHA TAYPICHA TURPO BELEN DE ANTA, DEL DISTRITO DE TURPO, PROVINCIA DE ANDAHUAYLAS - APURIMACUBICACIN:: TURPO, ANDAHUAYLAS - ANDAHUAYLAS - APURIMACFECHA:: SETIEMBRE DEL 2013

DESCRIPCIONACERONLONGITUDCANTIDADTOTAL PESOPESO VECESmlUNIDLONGITUDKGTOTAL1/2" @ 0.211.004.4048.00211.201.00211.201" @ 0.171.006.8024.00163.204.00652.801/2" @ 0.311.005.3033.00174.901.00174.901/2" @ 0.311.006.8018.00122.401.00122.403/4" @ 0.202.001.3550.00135.002.25303.753/4" 1.006.802.0013.602.2530.601/2" @ 0.202.006.802.0027.201.0027.20PARCIAL (KG)1522.85CONSIDERANDO DESPERDICIO 5%76.14TOTAL (KG)1598.99

0.403.606.800.304.706.800.250.700.406.806.80ABCDEFG

Met Pont Acero 4.00MMETRADO DE PONTON, L= 4.00 M (01 UND)

PROYECTO:REHABILITACION DEL CAMINO VECINAL ANDAHUAYLAS -CCAPACCALLA SOCCACANCHA TAYPICHA TURPO BELEN DE ANTA, DEL DISTRITO DE TURPO, PROVINCIA DE ANDAHUAYLAS - APURIMACUBICACIN:: TURPO, ANDAHUAYLAS - ANDAHUAYLAS - APURIMACFECHA:: SETIEMBRE DEL 2013

DESCRIPCIONACERONLONGITUDCANTIDADTOTAL PESOPESO VECESmlUNIDLONGITUDKGTOTAL1/2" @ 0.211.004.4048.00211.201.00211.201" @ 0.171.004.8024.00115.204.00460.801/2" @ 0.311.005.3033.00174.901.00174.901/2" @ 0.311.004.8018.0086.401.0086.403/4" @ 0.202.001.3550.00135.002.25303.753/4" 1.004.802.009.602.2521.601/2" @ 0.202.004.802.0019.201.0019.20PARCIAL (KG)1277.85CONSIDERANDO DESPERDICIO 5%63.89TOTAL (KG)1341.74257.25

0.403.606.800.304.706.800.250.700.406.806.80ABCDEFG