Metrado Aulas - Estruct, Elect Corregido Feb

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Metrado Aulas - Estruct, Elect Corregido Feb

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METRADO GENERALMETRADO ESTRUCTURAOBRA: MEJORAMIENTO DE INFRAESTRUCTURA DE LA INSTITUCION EDUCATIVA N 36326 - HUACHUAUBICACIN: LOCALIDAD DE HUACHUA - DIST. PAUCARA - PROV. ACOBAMBA - DPTO. HVCA.ENERO2012ITEMPARTIDADESCRIPCIONUBICACIN DE ELEMENTOCANT.MEDIDASPARCIALTOTALCANT.LARGOANCHOALTO1OBRAS PROVICIONALES1CARTEL DE IDENTIFICACION DE LA OBRA DE 3.60X2.40 M1.00UND011.001MOBILIZACION Y DESMOBILIZAION DE EQUIPOS1.00GLB011.001ALMACEN Y OFICINA DE OBRA6.00MES066.001AGUA PARA LA CONSTRUCCION6.00NES066.001ENERGIA ELECTRICA PARA LA OBRA6.00NES066.001CERCO PERIMETRICO PROVISIONAL145.00M01145.00145.0001.07.00FLETE TERRESTRE RURAL1.00GLB011.001.002TRABAJOS PRELIMINARES2LIMPIEZA DE TERRENO MANUAL430.00M2AULAS01area430.00430.002TRAZO Y REPLANTEO PRELIMINAR430.00M2AULAS01area430.00430.003MOVIMIENTO DE TIERRAS3DEMOLICION DE EDIFICACION EXISTENTE (MURO DE ADOBE O TAPIAL Y COBERURA DE CALAMINA)196.00M201AREA196.00196.003CORTE EN TERRENO MANUAL88.00M3CORTE EN TERRENO MANUAL01VOL=88.0088.003EXCAVACION DE ZANJAS PARA ZAPATAS167.51M3Z-1011.701.251.503.19Z-2062.601.851.5043.29Z-3052.201.951.5032.18Z-4021.501.251.505.63Z-5017.802.901.5033.93Z-601AREA26.751.5040.13Z-7013.601.701.509.183EXCAVACION DE ZANJAS PARA CIMIENTOS24.79M3EJE B-BENTREEJE 1-2012.530.500.700.89ENTREEJE 2-3012.280.500.700.80EJE C-CENTREEJE 1-3020.750.350.700.37EJE D-DENTREEJE 1-3015.300.500.701.86EJE F-FENTREEJE 1-3015.300.500.701.86EJE H-HENTREEJE 1-3015.300.500.701.86sh varones014.800.350.701.18EJE I-IENTREEJE 1-3014.450.500.701.56ENTREEJE 3-4011.300.500.700.46EJE 1-1ENTREEJE B-C012.380.350.700.58012.700.350.700.66EJE C-D013.500.350.700.86EJE D-E013.500.350.700.86EJE E-F013.500.350.700.86EJE F-G013.500.350.700.86EJE G-H013.500.350.700.86EJE H-I013.650.500.701.28EJE 2-2ENTREEJE H-I014.200.350.701.03EJE 3-3ENTREEJE B-H063.500.350.705.15EJE H-I011.400.350.700.34EJE 4-4EJE H-I012.680.350.700.663EXCAVACION DE ZANJAS PARA SARDINELES5.96M3CORREDOR DE MODULO0156.20AREA0.115.963RELLENO Y COMPACTACION CON EQUIPO LIVIANO, MATERIAL PROPIO122.51M3Z-1011.701.251.503.19-011.701.250.80(1.70)Z-2062.601.851.5043.29-012.601.850.80(3.85)Z-3052.201.951.5032.18-012.201.950.80(3.43)Z-4021.501.251.505.63-011.501.250.80(1.50)Z-5017.802.901.5033.93-017.802.900.60(13.57)Z-601AREA26.751.5040.13-01AREA26.750.60(16.05)Z-7013.601.701.509.18-013.601.700.80(4.90)3NIVELACION INTERIOR Y APISONADO FINAL DEL TERRENO PREVIO AL PISO279.54M2AULAS038.006.00144.00SS.HH.01AREA31.5731.57VEREDAPOSTERIOR0132.000.6019.20FRONTAL0126.082.1556.06014.900.602.94LATERALES018.452.1518.17018.450.907.613ELIMINACION DE MATERIAL EXCEDENTE CON EQUIPO HASTA 15 km204.68M301163.741.25204.684CONCRETO SIMPLE4SOLADOS04.01.01SOLADO PARA ZAPATAS DE 4" MEZCLA 1:12111.68M2Z-1011.701.252.13Z-2062.601.8528.86Z-3052.201.9521.45Z-4021.501.253.75Z-5017.802.9022.62Z-601AREA26.7526.75Z-7013.601.706.124CIMIENTOS04.02.01CONCRETO 1:10 +30% P.G. PARA CIMIENTOS CORRIDOS24.79M3EJE B-BENTREEJE 1-2012.530.500.700.89ENTREEJE 2-3012.280.500.700.80EJE C-CENTREEJE 1-3020.750.350.700.37EJE D-DENTREEJE 1-3015.300.500.701.86EJE F-FENTREEJE 1-3015.300.500.701.86EJE H-HENTREEJE 1-3015.300.500.701.86sh varones014.800.350.701.18EJE I-IENTREEJE 1-3014.450.500.701.56ENTREEJE 3-4011.300.500.700.46EJE 1-1ENTREEJE B-C012.380.350.700.58012.700.350.700.66EJE C-D013.500.350.700.86EJE D-E013.500.350.700.86EJE E-F013.500.350.700.86EJE F-G013.500.350.700.86EJE G-H013.500.350.700.86EJE H-I013.650.500.701.28EJE 2-2ENTREEJE H-I014.200.350.701.03EJE 3-3ENTREEJE B-H063.500.350.705.15EJE H-I011.400.350.700.34EJE 4-4EJE H-I012.680.350.700.664SOBRECIMIENTOS04.03.01CONCRETO 1:8+25% PM PARA SOBRECIMIENTO4.39M3EJE B-BENTREEJE 1-3014.810.250.300.36EJE D-DENTREEJE 1-3015.320.250.300.40EJE F-FENTREEJE 1-3015.320.250.300.40EJE H-HENTREEJE 1-3015.320.250.300.40EJE I-IENTREEJE 1-3015.700.250.300.43EJE 1-1ENTREEJE B-H0124.000.150.301.08EJE 3-3ENTREEJE B-H0118.670.150.300.84VariosSeccion a-a019.820.150.300.44Seccion b-b010.850.150.300.0404.03.02ENCOFRADO Y DESENCOFRADO NORMAL PARA SOBRECIMIENTO HASTA 0.3047.89M2EJE B-BENTREEJE 1-3024.810.302.89EJE D-DENTREEJE 1-3025.320.303.19EJE F-FENTREEJE 1-3025.320.303.19EJE H-HENTREEJE 1-3025.320.303.19EJE I-IENTREEJE 1-3025.700.303.42EJE 1-1ENTREEJE B-H0224.000.3014.40EJE 3-3ENTREEJE B-H0218.670.3011.20VariosSeccion a-a029.820.305.89Seccion b-b020.850.300.514SARDINELES04.01.01CONCRETO EN SARNINELES F'C=175 KG/CM25.61M3CORREDOR DE MODULO0156.20AREA0.1005.6104.01.02ENCOFRADO Y DESENCOFRADO DE SARNINELES44.96M2CORREDOR DE MODULO0156.200.8044.964FALSO PISO04.05.01FALSO PISO DE 4" DE CONCRETO MEZCLA 1:10269.97M2AULAS038.006.00144.00SS.HH.01AREA26.6426.64VEREDAPOSTERIOR0132.000.6019.20FRONTAL0126.082.0052.15014.900.452.21LATERALES018.452.1518.17018.450.907.615CONCRETO ARMADO5ZAPATA5CONCRETO F'C=210 KG/CM2 PARA ZAPATAS76.88M3Z-1011.701.250.601.28Z-2062.601.850.6017.32Z-3052.201.950.6012.87Z-4021.501.250.602.25Z-5017.802.900.8018.10Z-601AREA26.750.8021.40Z-7013.601.700.603.675ACERO FY=4200 KG/CM2 GRADO 602,534.17KGVER CUADRO DE METRADOS ACERO012534.172,534.175COLUMNAS5CONCRETO EN COLUMNAS F'C=210 KG/CM211.97M3C-1010.700.258.051.41C-2040.500.258.504.25C-3050.500.257.204.50C-4010.250.258.500.53010.600.258.501.285ENCOFRADO Y DESENCOFRADO NORMAL EN COLUMNAS143.25M2C-1011.908.0515.30C-2041.508.5051.00C-3051.507.2054.00C-4011.008.508.50011.708.5014.455ACERO FY=4200 KG/CM2 GRADO 602,150.34KGVER CUADRO DE METRADOS ACERO012150.342,150.345PLACAS5CONCRETO EN PLACAS F'C=210 KG/CM224.11M3P-1012.800.257.205.04P-2011.400.257.202.52P-3011.600.257.202.88011.050.257.201.89P-4031.000.258.506.38031.000.257.205.405ENCOFRADO Y DESENCOFRADO NORMAL EN PLACAS227.19M2P-1016.107.2043.92P-2013.307.2023.76P-3013.707.2026.64012.107.2015.12P-4032.508.5063.75032.507.2054.005ACERO FY=4200 KG/CM2 GRADO 604,371.34KGVER CUADRO DE METRADOS ACERO014371.344,371.345VIGAS5CONCRETO EN VIGAS F'C=210 KG/CM249.19M3MODULO PRIMER PISOESCALERAV-101(30X55)012.150.300.550.35ESCALERAV-102(30X55)012.150.300.550.35MANDILV-103(25X50)012.150.250.500.27MANDILV-104(25X50)013.880.250.500.48MANDILV-105(15X50)013.880.150.500.29MANDILV-106(15X50)023.880.150.500.58MANDILV-107(15X50)013.880.150.500.29MANDILV-108(15X50)013.880.150.500.29MANDILV-109(25X50)014.430.250.500.55EJE 3-3V-110(25X50)012.150.250.500.27EJE 3-3V-111(25X50)013.500.250.500.44EJE 3-3V-112(25X50)053.500.250.502.19EJE 3-3V-113(25X50)014.180.250.500.52EJE 2-2V-114(25X50)011.900.250.500.24EJE 1-1V-115(25X50)013.500.250.500.44EJE 1-1V-116(25X50)053.500.250.502.19EJE 1-1V-117(25X50)014.670.250.500.58EJE A-AV-118(25X50)013.150.250.500.39EJE A-AV-119(25X50)011.890.250.500.24EJE B-BV-120,121,122(25X50)0111.000.250.501.38EJE C,D,E,FV-123,124(25X50)047.950.250.503.98EJE G-GV-125,126(25X50)017.950.250.500.99EJE H-HV-127,128(25X50)018.850.250.501.11EJE I-IV-129,130(25X50)018.200.250.501.03V (25X20)050.900.250.200.23VV (20X20)014.900.200.200.20MODULO SEGUNDO PISOESCALERAV-201(30X50)011.900.250.500.24ESCALERAV-202(30X50)011.900.250.500.24MANDILV-203(25X50)012.150.250.500.27MANDILV-204(25X50)013.880.250.500.48MANDILV-205(15X50)013.880.150.500.29MANDILV-206(15X50)023.880.150.500.58MANDILV-207(15X50)013.880.150.500.29MANDILV-208(25X50)013.880.250.500.49MANDILV-209(25X50)014.430.250.500.55INFERIOREJE 3-3V-210(25X50)013.500.250.500.44SUPERIOREJE 3-4V-210(25X50)013.500.250.500.44INFERIOREJE 3-3V-211(25X50)053.500.250.502.19SUPERIOREJE 3-4V-211(25X50)053.500.250.502.19INFERIOREJE 3-3V-212(25X50)014.180.250.500.52SUPERIOREJE 3-4V-212(25X50)014.180.250.500.52EJE 2-2V-213(25X50)011.900.250.500.24EJE 1-1V-214(25X50)012.150.250.500.27EJE 1-1V-215(25X50)013.500.250.500.44EJE 1-1V-216(25X50)053.500.250.502.19EJE 1-1V-217(25X50)014.680.250.500.59EJE A-AV-218,219,220(25X50)0112.850.250.501.61INFERIOREJE B-BV-221,222,223,224(25X50)019.270.250.501.16SUPERIOREJE B-BV-221,222(25X40)016.280.250.500.79V-225(25X50)014.700.250.500.59INFERIOREJE C,D,E,FV-226,227(25X50)048.450.250.504.23SUPERIOREJE C,D,E,FV-226(25X40)046.280.250.503.14EJE G-GV-228,229(25X50)018.450.250.501.06EJE H-HV-230,231(25X50)018.450.250.501.06INFERIOREJE I-IV-232,233(25X50)018.450.250.501.06SUPERIOREJE I-IV-232,233(25X40)016.280.250.500.79V (25X15)070.900.250.150.24VV1-(20x20)014.900.200.200.205ENCOFRADO Y DESENCOFRADO NORMAL EN VIGAS388.41M2MODULO PRIMER PISOESCALERAV-101(30X55)012.151.102.37ESCALERAV-102(30X55)012.151.102.37MANDILV-103(25X50)012.150.851.83MANDILV-104(25X50)013.880.853.29MANDILV-105(15X50)013.880.953.68MANDILV-106(15X50)023.880.957.36MANDILV-107(15X50)013.880.953.68MANDILV-108(15X50)013.880.953.69MANDILV-109(25X50)014.431.054.65EJE 3-3V-110(25X50)012.150.851.83EJE 3-3V-111(25X50)013.500.852.98EJE 3-3V-112(25X50)053.500.8514.88EJE 3-3V-113(25X50)014.180.853.55EJE 2-2V-114(25X50)011.901.052.00EJE 1-1V-115(25X50)013.500.852.98EJE 1-1V-116(25X50)053.500.8514.88EJE 1-1V-117(25X50)014.670.853.97EJE A-AV-118(25X50)013.150.802.52EJE A-AV-119(25X50)011.891.051.98EJE B-BV-120,121,122(25X50)0111.000.606.60EJE C,D,E,FV-123,124(25X50)027.950.8513.52027.951.2519.88EJE G-GV-125,126(25X50)017.450.856.33EJE H-HV-127,128(25X50)018.850.605.31EJE I-IV-129,130(25X50)018.200.806.56V (25X20)050.900.652.93VV (20X20)014.900.602.94MODULO SEGUNDO PISOESCALERAV-201(30X50)011.901.102.09ESCALERAV-202(30X50)011.901.102.09MANDILV-203(25X50)012.150.851.83MANDILV-204(25X50)013.880.853.29MANDILV-205(15X50)013.880.953.68MANDILV-206(15X50)023.880.957.36MANDILV-207(15X50)013.880.953.68MANDILV-208(25X50)013.881.054.07MANDILV-209(25X50)014.431.054.65INFERIOREJE 3-3V-210(25X50)013.500.852.98SUPERIOREJE 3-3V-210(25X50)013.501.254.38INFERIOREJE 3-3V-211(25X50)053.500.8514.88SUPERIOREJE 3-3V-211(25X50)053.501.2521.88INFERIOREJE 3-3V-212(25X50)014.180.853.55SUPERIOREJE 3-3V-212(25X50)014.181.255.23EJE 2-2V-213(25X50)011.900.851.62EJE 1-1V-214(25X50)012.150.901.94EJE 1-1V-215(25X50)013.500.903.15EJE 1-1V-216(25X50)053.500.9015.75EJE 1-1V-217(25X50)014.680.994.63EJE A-AV-218,219,220(25X50)0112.851.0513.49INFERIOREJE B-BV-221,222,223,224(25X50)019.270.605.56SUPERIOREJE B-BV-221,222(25X40)016.281.257.85V-225(25X50)014.700.251.18INFERIOR