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)014.700.251.18INFERIOREJE C,D,E,FV-226,227(25X50)028.450.8514.37028.451.0517.75SUPERIOREJE C,D,E,FV-226(25X40)046.281.2531.40EJE G-GV-228,229(25X50)018.451.058.87EJE H-HV-230,231(25X50)018.450.605.07INFERIOREJE I-IV-232,233(25X50)018.450.806.76SUPERIOREJE I-IV-232,233(25X40)016.281.257.85V (25X15)070.900.654.10VV1-(20x20)014.900.602.945ACERO FY=4200 KG/CM2 GRADO 604,981.18KGVER CUADRO DE METRADOS ACERO014981.184,981.185LOSAS MACIZAS5CONCRETO EN LOSA MACIZA F'C=210 KG/CM29.56M3MODULO024.401.900.152.51014.901.900.151.400125.500.900.153.4401AREA9.500.151.43012.771.900.150.795ENCOFRADO Y DESENCOFRADO NORMAL EN LOSA MACIZA70.13M2MODULO024.401.9016.72014.901.909.310125.500.9022.9501AREA9.509.50BORDE EXTERIOR0142.600.156.39012.771.905.265ACERO FY=4200 KG/CM2 GRADO 60270.63KGVER CUADRO DE METRADOS ACERO01270.63270.635LOSAS ALIGERADA5CONCRETO EN LOSA ALIGERADA F'C=210 KG/CM235.00M3PRIMER PISOViguetasPao 1041.900.100.150.11Pao 1243.880.100.151.40Pao 1044.000.100.150.24Pao 2071.900.100.150.20Pao 2423.880.100.152.44Pao 2074.000.100.150.42Pao 3423.880.100.152.44Pao 3074.000.100.150.42Pao 4123.880.100.150.70Pao 4024.000.100.150.12LosaPao 1011.901.900.050.18Pao 1063.881.900.052.21Pao 1014.001.900.050.38Pao 2011.902.780.050.26Pao 2063.883.030.053.53Pao 2014.003.030.050.61Pao 3063.882.770.053.22Pao 3014.002.770.050.55Pao 4043.880.900.050.70SEGUNDO PISOViguetasPao 1043.880.100.150.23Pao 1044.000.100.150.24Pao 2423.880.100.152.44Pao 2074.000.100.150.42Pao 3423.880.100.152.44Pao 3074.000.100.150.42LosaPao 1013.881.900.050.37Pao 1014.001.900.050.38Pao 2063.883.030.053.53Pao 2014.003.030.050.61Pao 3063.882.770.053.22Pao 3014.002.770.050.555ENCOFRADO Y DESENCOFRADO NORMAL EN LOSA ALIGERADA396.06M2LosaPao 1011.901.903.61Pao 1063.881.9044.23Pao 1014.001.907.60Pao 2011.903.035.76Pao 2063.883.0370.54Pao 2014.003.0312.12Pao 3063.882.7764.49Pao 3014.002.7711.08Pao 4043.880.9013.97SEGUNDO PISOLosaPao 1013.881.907.37Pao 1014.001.907.60Pao 2063.883.0370.54Pao 2014.003.0312.12Pao 3063.882.7764.49Pao 3014.002.770.050.555ACERO FY=4200 KG/CM2 GRADO 602,685.19KGVER CUADRO DE METRADOS ACERO012685.192,685.195LADRILLO HUECO DE ARCILLA H=15 CM PARA TECHO ALIGERADO4,379.29UNDAULAS PRIMER PISO0.00129.404.908.331,200.020129.403.008.33734.710115.251.708.33215.96TECHO0129.406.308.331,542.880129.402.808.33685.735ESCALERAS5CONCRETO EN ESCALERAS F'C=210 KG/CM24.54M3012.152.000.180.75012.152.000.180.75172.000.300.180.89013.132.000.181.09013.002.000.181.055ENCOFRADO Y DESENCOFRADO NROMALEN ESCALERASM205.07.02ENCOFRADO Y DESENCOFRADO NROMALEN ESCALERAS27.57M2012.152.004.30012.150.180.38012.152.004.30012.150.190.40172.000.185.95013.132.006.25013.002.006.005ACERO FY=4200 KG/CM2 GRADO 60363.91KGVER CUADRO DE METRADOS ACERO01363.91363.915COLUMNETAS DE CONFINAMIENTO5CONCRETO EN COLUMNAS F'C=175 KG/CM20.08.64M3PRIMER PISOEJE 1-1140.250.151.400.74EJE 1-1020.250.251.400.18EJE 3-3140.250.152.201.16EJE H010.250.252.200.14COL CENTRALES020.250.257.700.96ENTRE EJE 1 Y EJE 3060.250.152.200.50SEGUNDO PISOEJE 1-1120.250.151.400.63EJE 1-1020.250.251.400.18EJE 3-3140.250.152.201.16EJE H Y I050.250.252.200.69ENTRE EJE 1 Y EJE 3030.250.252.200.41ENTRE EJE 3 Y EJE 4160.250.150.800.48COL CENTRALES030.250.257.701.445ENCOFRADO Y DESENCOFRADO NORMAL EN COLUMNAS93.95M2PRIMER PISOEJE 1-1280.251.409.80EJE 1-1040.251.401.40EJE 3-3280.252.2015.40EJE H020.252.201.10ENTRE EJE 1 Y EJE 3120.252.206.60COL CENTRALES040.257.707.70SEGUNDO PISOEJE 1-1240.251.408.40EJE 1-1040.251.401.40EJE 3-3280.252.2015.40EJE H Y I100.252.205.50ENTRE EJE 1 Y EJE 3060.252.203.30ENTRE EJE 3 Y EJE 4320.250.806.40COL CENTRALES060.257.7011.555ACERO FY=4200 KG/CM2 GRADO 60825.77KGVER CUADRO DE METRADOS ACERO01825.77825.775VIGUETAS DE CONFINAMIENTO5CONCRETO EN VIGAS F'C=175 KG/CM2PRIMER PISO3.59M3010.150.1558.351.31SEGUNDO PISO010.150.15101.352.285ENCOFRADO Y DESENCOFRADO NORMAL EN VIGAS47.91M2PRIMER PISO020.1558.3517.51SEGUNDO PISO020.15101.3530.415ACERO FY=4200 KG/CM2 GRADO 60818.49KGVER CUADRO DE METRADOS ACERO01818.49818.49818.495MUEBLES FIJOS5CONCRETO EN MUEBLES FIJOS F'C=175 KG/CM21.64M3LAVADERO EXTERIOR01AREA0.630.650.4102AREA1.040.100.21MUEBLES PARA OVALINES02AREA0.910.601.09vacios-06AREA0.120.10(0.07)5ENCOFRADO Y DESENCOFRADO NORMAL EN MUEBLES FIJOS12.79M2LAVADERO EXTERIOR01AREA1.591.5902AREA1.042.08020.450.650.59020.350.650.46MUEBLES PARA OVALINES02AREA0.470.94041.000.602.40040.900.602.16022.150.602.585ACERO FY=4200 KG/CM2 GRADO 60VER CUADRO DE METRADOS ACERO01150.37150.37150.37KG08.11.00PRUEBA DE LABORATORIO05.11.01DISEO DE MEZCLA DE CONCRETO2.002.002.00UND05.11.02PRUEBA DE CALIDAD DEL CONCRETO (PRUEBA A LA COMPRESION)15.0015.0015.00UND05.11.03PRUEBA DE COMPACTACION Y DENSIDAD DE CAMPO2.002.002.00UND06.00.00COBERTURAS06.01.00CORREAS DE MADERA DE 2" X 3"289.59ML7.0029.55289.596COBERTURA CON PLANCHA DE TEJA ANDINA204.78M21.0029.556.30204.786CUMBRERA ARTICULADA DE TEJA ANDINA DE 0.72 M.32.51ML1.0029.5532.51

ACEROMETRADO ACERO - ESTRUCTURAOBRA: MEJORAMIENTO DE INFRAESTRUCTURA DE LA INSTITUCION EDUCATIVA N 36326 - HUACHUAUBICACIN: LOCALIDAD DE HUACHUA - DIST. PAUCARA - PROV. ACOBAMBA - DPTO. HVCA.ENERO2012PARTIDADESCRIPCIONUnidadCant.N VecesLong.DIMENSIONESPARCIALTOTAL 1/4" 3/8" 1/2" 5/8" 3/4" 1"0.250.581.021.62.264.045CONCRETO ARMADO5ZAPATA5ACERO FY=4200 KG/CM2 GRADO 60KG2534.17Z-11/21.009.001.109.9010.101/21.0012.001.5518.6018.97Z-25/86.0014.002.45205.80329.285/86.0010.001.70102.00163.20Z-35/85.0012.002.05123.00196.805/85.0011.001.8099.00158.40Z-41/22.0011.001.3529.7030.291/22.009.001.1019.8020.20Z-55/81.0050.002.75137.50220.005/81.0020.007.25145.00232.001/21.0050.002.75137.50140.251/21.0020.007.25145.00147.90Z-65/81.0012.002.3528.2045.125/81.0015.006.73100.95161.525/81.0015.006.73100.95161.525/81.0020.003.0060.0096.005/81.0013.005.3068.90110.241/21.0020.002.8557.0058.141/21.0012.002.3528.2028.761/21.0013.005.3068.9070.28Z-71/21.0020.003.4569.0070.381/21.0041.001.5563.5564.825COLUMNAS5ACERO FY=4200 KG/CM2 GRADO 60kg2150.34C-15/81.0010.009.4594.50151.20ESTRIBOS3/81.0066.003.35221.10128.24C-23/44.008.009.9079.20178.99ESTRIBOS3/84.0071.002.30653.20378.86C-35/85.008.008.60344.00550.40ESTRIBOS3/85.0063.002.30724.50420.21C-45/81.0012.009.90118.80190.08ESTRIBOS3/81.0071.003.70262.70152.375PLACAS5ACERO FY=4200 KG/CM2 GRADO 60kg4371.34P-15/81.0016.008.60137.60220.163/81.0012.009.48113.7665.98ESTRIBOS3/81.0074.009.86729.64423.19P-25/81.008.0010.3582.80132.481/21.006.0010.3562.1063.34ESTRIBOS3/81.0063.004.86306.18177.58P-33/41.0012.0010.35124.20280.691/21.0014.0010.35144.90147.805/81.004.0010.3541.4066.24ESTRIBOS3/81.0063.0012.09761.67441.77P-45/83.0012.0010.35372.60596.161/23.002.0010.3562.1063.345/83.0012.009.05325.80521.281/23.002.009.0554.3055.39ESTRIBOS3/86.0063.005.091924.021115.935VIGAS5ACERO FY=4200 KG/CM2 GRADO 60kg4981.18MODULO PRIMER PISOV-101(30X55)ESCALERA5/81.006.002.8216.9227.075/81.002.002.004.006.40estribo3/81.0023.001.3029.9017.34V-102(30X55)ESCALERA5/81.006.002.8216.9227.075/81.002.002.004.006.40estribo3/81.0023.001.3029.9017.34V-103,V-104,V-105,V-106,V-107,V-108,V-109negativo1/21.002.0031.7563.5064.775/81.001.0011.8011.8018.885/81.003.003.259.7515.60positivo1/21.002.0031.7563.5064.775/81.001.0011.8011.8018.88estribo3/81.00150.000.6597.5056.553/81.0082.000.8569.7040.43V-110.V-111,V-112,V-113negativo5/81.002.0031.7563.50101.605/81.002.003.256.5010.40positivo5/81.002.0031.7563.50101.60estribo3/81.00118.000.85100.3058.17V-114(25X50)EJE 2-2negativo0.631.002.002.805.608.96positivo0.631.002.002.805.608.96estribo0.381.0019.000.8516.159.37V-115,V-116,V-117negativo0.631.002.0029.5559.1094.56positivo0.631.002.0029.5559.1094.56estribo0.381.00192.000.85163.2094.66V-118,V-119negativo3/41.002.005.8211.6426.31positivo5/81.002.005.8211.6418.62estribo3/81.0042.000.8535.7020.71V (25X20),V-120,V-121,V-122negativo3/41.002.006.4512.9029.155/81.001.0011.9011.9019.04positivo5/81.002.0011.0022.0035.201/21.002.002.354.704.795/81.001.004.104.106.56estribo3/81.0065.000.8555.2532.05estribo3/81.009.000.756.753.92V (25X20),V-123,V-124negativo3/46.002.009.32111.84252.763/46.003.004.3077.40174.925/86.001.004.3025.8041.28positivo3/46.002.008.3099.60225.103/46.002.003.7044.40100.341/26.002.002.0024.0024.48estribo3/86.0057.000.85290.70168.61estribo3/86.009.000.7540.5023.49V-125,V-126negativo5/81.002.008.6017.2027.525/81.002.003.807.6012.165/81.001.003.203.205.12positivo5/81.002.008.6017.2027.52estribo3/81.0033.000.8528.0516.27MODULO SEGUNDO PISOV-201,V-2023/41.002.004.909.8022.155/81.002.004.909.8015.68estribo3/81.0038.000.8532.3018.73V-203,V-204,V-205,V-206,V-207,V-208,V-209negativo1/21.002.0031.7563.5064.775/81.001.0011.8011.8018.885/81.003.003.259.7515.60positivo1/21.002.0031.7563.5064.775/81.001.0011.8011.8018.88estribo3/81.00150.000.6597.5056.553/81.0082.000.8569.7040.43V-210.V-211,V-212negativo5/81.002.0029.6059.2094.72positivo5/81.002.0029.6059.2094.72estribo3/81.00118.000.85100.3058.17V-213negativo5/81.002.002.755.508.80positivo5/81.002.002.755.508.80estribo3/81.0019.000.8516.159.37V-214,V-215,V-216,V-217negativo5/81.002.0031.8063.60101.76positivo5/81.002.0031.8063.60101.76estribo3/81.00235.000.85199.75115.86V-218,V-219,V-220negativo5/81.002.0013.5027.0043.20positivo5/81.002.0013.5027.0043.20estribo3/81.0095.000.8580.7546.84V (25X15),V-221,V-222,V-223,V-224negativo3/41.003.007.0521.1547.803/41.002.006.4512.9029.153/41.002.006.3012.6028.481/21.003.001.303.903.98positivo5/81.002.0012.2024.4039.041/21.002.001.402.802.86estribo3/81.0081.000.8568.8539.93estribo3/81.008.000.655.203.02TECHOnegativo5/81.002.006.8513.7021.92positivo5/81.002.006.7013.4021.44estribo3/81.0027.000.8522.9513.31V-225negativo5/81.002.005.3510.7017.12positivo5/81.002.005.3510.7017.12estribo3/81.0033.000.8528.0516.27V (25X15),V-226,V-227negativo5/86.002.006.8582.20131.525/86.001.003.9023.4037.445/86.002.002.7533.0052.805/86.002.001.8021.6034.561/21.003.001.203.603.67positivo5/86.002.006.8582.20131.525/86.002.003.9046.8074.885/86.001.004.3025.8041.281/21.002.001.202.402.45estribo3/86.0059.000.85300.90174.52estribo3/86.008.000.6531.2018.10V-228,V-229negativo5/81.002.008.8517.7028.325/81.001.002.602.604.16positivo5/81.002.008.8517.7028.325/81.001.002.002.003.20estribo3/81.0049.000.8541.6524.16TECHOnegativo5/81.002.006.4512.9020.645/81.001.002.202.203.52positivo5/81.002.005.4010.8017.28estribo3/81.0028.000.8523.8013.80V-230negativo5/82.002.002.7511.0017.60positivo5/82.002.002.7511.0017.60estribo3/82.0022.000.8537.4021.695LOSAS MACIZAS5LOSA MACIZA - CONCRETO F'C=210 KG/CM2 CON MEZCLADORA (INC. CURADO)KG270.63LOG.3/82.007.004.4061.6035.73TRANSV.3/82.0018.001.8064.8037.58LOG.3/81.007.004.9034.3019.89TRANSV.3/81.0019.001.8034.2019.84LOG.3/81.004.0025.50102.0059.16TRANSV.3/81.00102.000.9091.8053.243/8AREA9.508.2077.9045.185LOSAS ALIGERADA5ACERO FY=4200 KG/CM2 GRADO 60kg2685.19PRIMER PISOPAO 11/21.004.0031.60126.40128.931/21.004.003.7214.8815.181/26.004.002.6563.6064.873/81.004.001.405.603.25PAO 23/81.007.0031.60221.20128.301/21.007.003.7226.0426.561/26.007.002.65111.30113.533/88.007.002.50140.0081.20PAO 33/81.007.0029.65207.55120.383/82.007.001.4019.6011.371/26.007.002.65111.30113.53PAO 43/81.002.0017.1534.3019.893/82.002.001.405.603.251/26.003.002.6547.7048.653/84.002.002.7021.6012.53Acero temperatura1/41.00127.005.40685.80171.451/41.00118.003.02356.3689.091/41.0068.000.9061.2015.301/41.006.0031.40188.4047.101/41.0013.0029.25380.2595.061/41.005.0016.7583.7520.94SEGUNDO PISOPAO 11/21.004.009.0036.0036.721/21.004.001.104.404.491/21.004.002.6510.6010.813/81.004.001.104.402.55PAO 23/81.007.0029.65207.55120.383/81.007.001.107.704.471/26.007.002.65111.30113.533/88.007.001.4078.4045.47PAO 33/81.007.0029.65207.55120.383/81.007.001.107.704.471/26.007.002.65111.30113.533/88.007.001.4078.4045.47Acero temperatura1/41.00117.008.45988.65247.161/41.0033.0029.25965.25241.315ESCALERAS5ACERO FY=4200 KG/CM2 GRADO 60kg363.911/21.0010.006.2062.0063.241/21.0010.004.3043.0043.863/81.0020.006.45129.0074.823/81.0010.002.4524.5014.213/81.0010.001.3513.507.831/21.0010.002.9529.5030.093/81.0010.005.9059.0034.223/81.0010.003.9539.5022.913/81.0066.001.90125.4072.735COLUMNETAS DE CONFINAMIENTO5HABILITACION Y COLOCACION DE ACERO CORRUGADO FY=4200 KG/CM2 GRADO 60kg825.77PRIMER PISOEJE 1-13/814.004.001.6089.6051.971/414.0014.000.65127.4031.85EJE 1-13/82.004.001.6012.807.421/42.0013.000.8522.105.53EJE 3-33/814.004.002.40134.4077.951/414.0017.000.65154.7038.68EJE H3/81.004.002.409.605.571/41.0017.000.6511.052.76ENTRE EJE 1 Y EJE 33/86.004.002.4057.6033.411/46.0017.000.6566.3016.58COL CENTRALES1/22.004.008.0064.0065.283/82.0025.000.8542.5024.65SEGUNDO PISOEJE 1-13/812.004.001.6076.8044.541/412.0013.000.65101.4025.35EJE 1-13/82.004.001.6012.807.421/42.0013.000.8522.105.53EJE 3-33/814.004.002.40134.4077.951/414.0017.000.65154.7038.68EJE H Y I3/85.004.002.4048.0027.841/45.0017.000.6555.2513.81ENTRE EJE 1 Y EJE 33/83.004.002.4028.8016.701/43.0017.000.6533.158.29ENTRE EJE 3 Y EJE 43/816.004.001.0064.0037.121/416.0010.000.65104.0026.00COL CENTRALES1/23.004.008.0096.0097.923/83.0025.000.8563.7536.98005HABILITACION Y COLOCACION DE ACERO CORRUGADO FY=4200 KG/CM2 GRADO 60kg818.49PRIMER PISO3/81.004.0063.00252.00257.041/41.00504.000.45226.8056.70SEGUNDO PISO3/81.004.00101.35405.40413.511/41.00811.000.45364.9591.245MUEBLES FIJOS5ACERO FY=4200 KG/CM2 GRADO 60kg150.37LAVADERO1/22.006.001.4917.8818.241/21.004.003.8815.5215.831/21.004.003.4513.8014.083/81.006.000.653.903.983/81.0012.001.3315.9616.28OVALINES1/24.006.001.7341.5242.351/22.004.002.3819.0419.423/82.008.000.609.609.793/82.006.000.8510.2010.40

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