ESTRUCTURASDISTRITO : HUACHOCOLPAPROVINCIA : TAYACAJADEPARTAMENTO : HUANCAVELICACLIENTE : MUNICIPALIDAD DISTRITAL DE HUACHOCOLPA AULASEXPEDIENTE TCNICOSUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO SANTA ROSA DISTRITO DE HUACHOCOLPA - TAYACAJA - HUANCAVELICAHOJA DE METRADOS PABELLON AULASDISTRITO : HUACHOCOLPAPROVINCIA : TAYACAJADEPARTAMENTO : HUANCAVELICACLIENTE : MUNICIPALIDAD DISTRITAL DE HUACHOCOLPAFECHA : MARZO 2012CODIGODESCRIPCIONUNIDCANTVECESDIMENSIONESMETRADOLARGOANCHOALTOPARCIALTOTALTOTAL001CONSTRUCCION DE PABELLON DE AULAS01ESTRUCTURAS1.01TRABAJOS PRELIMINARES01.01.01LIMPIEZA DEL TERRENO MANUALm2734.090.00MODULO 1Aula y laboratorio1118.7510.00187.50MODULO 2Aulas1114.238.38119.25MODULO 3Aulas , ss.hh varones y hall de ingreso1130.506.75205.88MODULO 4Aulas , ss.hh damas y hall de ingreso1124.806.75167.40Escaleras125.305.1054.0601.01.02TRAZO Y REPLANTEO PRELIMINARm2734.090.00MODULO 1Aula y laboratorio1118.7510.00187.50MODULO 2Aulas1114.238.38119.25MODULO 3Aulas , ss.hh varones y hall de ingreso1130.506.75205.88MODULO 4Aulas , ss.hh damas y hall de ingreso1124.806.75167.40Escaleras125.305.1054.0601.01.03TRAZO NIVELACION Y REPLANTEO DURANTE EL PROCESOm2734.090.00MODULO 1Aula y laboratorio1118.7510.00187.50MODULO 2Aulas1114.238.38119.25MODULO 3Aulas , ss.hh varones y hall de ingreso1130.506.75205.88MODULO 4Aulas , ss.hh damas y hall de ingreso1124.806.75167.40Escaleras125.305.1054.0601.02MOVIMIENTO DE TIERRAS01.02.01EXCAV. MANUAL DE ZANJAS P' CIMIENTOS en material sueltom399.880.0094.89MODULO 1EJE Y-YEje 0113.150.500.901.42113.100.500.901.40Eje 1-1111.380.500.900.62111.350.500.900.61111.600.500.900.72111.630.500.900.73111.550.500.900.70Eje 2 -2111.180.500.900.53111.150.500.900.52111.300.500.900.59111.330.500.900.60111.050.500.900.47EJE XEje A-A111.180.500.900.53120.930.500.900.84111.280.500.900.58110.500.500.900.23116.550.500.902.95111.000.500.900.45Eje ,D-D111.280.500.900.57116.680.600.903.61Eje F-F116.480.600.903.50MODULO 2EJE Y-YEje 12-12121.380.500.901.24111.330.500.900.60111.350.500.900.61111.080.500.900.49Eje 14 -14121.700.500.901.53111.730.500.900.78111.750.500.900.79111.530.500.900.69EJE X-XEje B-B116.980.600.903.77Eje D-D116.730.600.903.63Eje F-F116.430.600.903.47MODULO 3EJE YEje 1-1114.630.600.902.50Eje 3-3114.700.600.902.54Eje 5 - 5, 6 - 6121.200.600.901.30120.950.600.901.03Eje 7-7111.480.600.900.80111.400.600.900.76Entre 5 y 6114.650.500.902.09EJE XEje I-I112.200.500.900.99112.100.500.900.95121.980.500.901.78114.000.500.901.80Eje K-K112.500.500.901.13132.400.500.903.24114.500.500.902.03Entre I- K113.000.500.901.35111.150.500.900.52MODULO 4EJE YEje 8-8114.450.600.902.40Eje 9-9, 11-11124.650.600.905.02Eje 13"- 13"114.700.600.902.54Entre 8 y 9111.500.500.900.68111.000.500.900.45EJE XEje I-I113.700.500.901.67121.980.500.901.78112.100.500.900.95112.250.500.901.01Eje K-K114.200.500.901.89132.300.500.903.11112.350.500.901.06Entre I - K112.500.500.901.13ZONA ESCALERAEJE G - H21.760.700.500.901.1121.760.700.500.901.11ENTRE EJES G - H213.300.500.902.97212.380.500.902.14211.330.500.901.20211.300.500.901.17210.680.500.900.61GRADAS211.200.600.901.3001.02.02EXCAV. P/ZAPATAS AISLADAS DE 1.40 M A 1.70 M DE PROFUNDIDADm3349.010.00MODULO 1Zapata 1121.652.001.7011.22Zapata 2132.152.351.7025.77Zapata 3111.451.801.704.44Zapata 4131.952.151.7021.38Zapata 5112.001.401.704.76Zapata 6111.301.001.702.21Zapata 7111.601.251.703.40MODULO2Zapata 1112.001.651.705.61Zapata 2122.302.101.7016.42Zapata 3121.701.351.707.80Zapata 4122.001.801.7012.24Zapata 5111.901.401.704.52Zapata 6111.501.101.702.81Zapata 7111.350.951.702.18MODULO 3Zapata 1111.901.401.704.52Zapata 2111.401.201.702.86Zapata 3122.202.001.7014.96Zapata 4132.001.551.7015.81Zapata 5111.901.401.704.52Zapata 6122.552.301.7019.94Zapata 7111.501.101.702.81Zapata 8112.301.701.706.65Zapata 9132.502.051.7026.14Zapata 10112.552.301.709.97Zapata 11112.201.701.706.36MODULO 4Zapata 1111.901.401.704.52Zapata 2112.201.701.706.36Zapata 3122.101.551.7011.07Zapata 4122.502.051.7017.43Zapata 5122.202.001.7014.96Zapata 6112.552.351.7010.19Zapata 7112.301.701.706.65Zapata 8111.801.351.704.13Zapata 9111.251.151.702.44ZONA ESCALERAZapata 1221.301.001.708.84Zapata 2222.001.201.7016.32Zapata 3221.001.001.706.8001.02.03EXCAV. MANUAL DE ZANJAS P/SARDINELES DE VEREDAM364.280.00MODULO 1Area CAD segn planteamiento general1121.400.204.28no muestra en los planos de arquitectura la ubicacin de las veredas1155.510.2011.10MODULO 2Area CAD segn planteamiento general1115.850.203.171148.560.209.71MODULO 3Area CAD segn planteamiento general1122.540.204.51MODULO 4Area CAD segn planteamiento general1122.540.204.51veredas frontales a modulos entre modulo 03 y 04.11135.000.2027.0001.02.04EXCAV. DE ZANJAS PARA ESCALERAS Y RAMPASM344.820.00EJE YEje 1',13145.180.500.808.29EJE XEje G,H152.600.500.805.20Gradas y rampas115.905.900.9031.3301.02.05RELLENO CON MATERIAL PROPIOM3115.870.00MODULO 1Zapata 111AREA2.230.902.0111AREA1.930.901.73Zapata 213AREA3.820.9010.31Zapata 311AREA1.450.901.31Zapata 412AREA2.780.905.0011AREA3.120.902.81Zapata 511AREA1.620.901.46Zapata 611AREA0.530.900.48Zapata 711AREA0.780.900.70MODULO 2Zapata 111AREA1.930.901.74Zapata 212AREA3.630.906.53Zapata 311AREA1.380.901.2411AREA0.750.900.68Zapata 412AREA2.550.904.59Zapata 511AREA1.510.901.36Zapata 611AREA0.770.900.69Zapata 711AREA0.570.900.51MODULO 3Zapata 111AREA1.401.001.40Zapata 211AREA1.201.001.20Zapata 312AREA2.001.004.00Zapata 413AREA1.551.004.65Zapata 511AREA1.401.001.40Zapata 612AREA2.301.004.60Zapata 711AREA1.101.001.10Zapata 811AREA1.701.001.70Zapata 913AREA2.051.006.15Zapata 1011AREA2.301.002.30Zapata 1111AREA1.701.001.70MODULO 4Zapata 111AREA4.401.004.40Zapata 212AREA3.601.007.20Zapata 311AREA1.521.001.52Zapata 411AREA5.321.005.32Zapata 512AREA2.411.004.82Zapata 611AREA2.351.002.35Zapata 711AREA1.521.001.52Zapata 812AREA2.061.004.12Zapata 911AREA1.031.001.03ZONA ESCALERASZapata 122AREA0.621.002.48Zapata 221AREA1.381.002.7621AREA1.801.003.60Zapata 322AREA0.351.001.4001.02.06REFINE, NIVELACION Y COMPACTADOM21025.890.00MODULO 1Lavoratorio Multiple1111.357.9890.57Aula N 01118.086.7554.54Deposito113.501.455.08113.501.455.08MODULO 2Aulas N06118.086.7554.54Aulas N 07118.086.7554.54MODULO 3Aulas N 02,03128.786.45113.26SS,HH,Varones116.456.2540.31Hall de ingreso113.255.8018.85Pasadizo1122.952.4055.08MODULO 4Aulas N 04,05128.726.45112.49SS,HH,Damas116.456.2540.31ESCALERA,debajo de escalera124.812.2521.65122.552.5012.75Pasadizo125.302.4025.44MODULO 1Area CAD segn planteamiento general1121.4021.401155.5155.51MODULO 2Area CAD segn planteamiento general1115.8515.851148.5648.56MODULO 3Area CAD segn planteamiento general1122.5422.54MODULO 4Area CAD segn planteamiento general1122.5422.54veredas frontales a modulos entre modulo 03 y 04.11135.00135.0001.02.07RELLENO CON MATERIAL CLASIFICADO E=10 CMM2704.490.00MODULO 1Lavoratorio Multiple1111.357.9890.57no corresponde con las areas que plantea en los planos de arquitecturaAula N 01118.086.7554.54Deposito113.501.455.08113.501.455.08MODULO 2Aulas N06118.086.7554.54Aulas N 07118.086.7554.54MODULO 3Aulas N 02,03128.786.45113.26SS,HH,Varones116.456.2540.31Hall de ingreso113.255.8018.85Pasadizo1122.952.4055.08MODULO 4Aulas N 04,05128.726.45112.49SS,HH,Damas116.456.2540.31ESCALERA,debajo de escalera124.812.2521.65122.552.5012.75Pasadizo125.302.4025.4401.02.08ELIMIN. DE MATERIAL -MANUAL DIST. PROMD. D=30M.M3416.270.00Material de Cimiento11Volumen99.881.25124.85Material de Zapatas11Volumen349.011.25436.26menos Material Relleno-11Volumen115.871.25-144.8401.02.19ELIMINACION DE MATERIAL EXCEDENTE CON EQUIPO HASTA 15 kmM3416.270.00Idem partida Eliminacion de material manul prom d=30 mts11416.271.00416.2701.03CONCRETO SIMPLE01.03.01SOLADOS PARA ZAPATAS E=4" CONCRETO 1:12M2207.430.00MODULO 1Zapata 1121.652.006.60Zapata 2132.152.3515.16Zapata 3111.451.802.61Zapata 4131.952.1512.58Zapata 5112.001.402.80Zapata 6111.301.001.30Zapata 7111.601.252.00MODULO 2Zapata 1112.001.653.30Zapata 2122.302.109.66Zapata 3121.701.354.59Zapata 4122.001.807.20Zapata 5111.901.402.66Zapata 6111.501.101.65Zapata 7111.350.951.28MODULO 3Zapata 1111.901.402.66Zapata 2111.401.201.68Zapata 3122.202.008.80Zapata 4132.001.559.30Zapata 5111.901.402.66Zapata 6122.552.3011.73Zapata 7111.501.101.65Zapata 8112.301.703.91Zapata 9132.502.0515.38Zapata 10112.552.305.87Zapata 11112.552.305.87MODULO 4Zapata 1111.901.402.66Zapata 2112.201.703.74Zapata 3122.101.556.51Zapata 4122.502.0510.25Zapata 5122.202.008.80Zapata 6112.552.355.99Zapata 7112.301.703.91Zapata 8111.801.352.43Zapata 9111.251.151.44ZONA ESCALERAZapata 1221.301.005.20Zapata 2222.001.209.60Zapata 3221.001.004.0001.03.02CIMIENTO CORRIDO CONCRETO 1:10 + 30% P Gm3143.920.00124.33MODULO 1EJE Y-YEje 0113.150.500.801.26113.100.500.801.24Eje 1-1 , 2-21215.300.500.8012.24EJE XEje A-A B-B121.780.500.801.42Eje C-C D-D121.780.500.801.42116.550.500.802.62Eje 1'-1' 2'-2'121.000.500.800.80Eje ,D-D117.880.600.803.78Eje F-F117.880.600.803.78MODULO 2EJE YEje 12-12,14 -141211.050.500.808.84EJE XEje B-B,D.D,F-F137.880.600.8011.35ESCALERAEJE YEje 1',13129.050.500.807.24112.400.600.500.72EJE XEje G,H129.280.500.807.42MODULO 3EJE YEje 1-1115.950.600.802.86Eje 3-3116.250.600.803.00Eje 5 - 5, 6 - 6122.830.600.802.72122.830.600.802.72Eje 7-7112.850.600.801.37112.850.600.801.37Entre 5 y 6111.150.500.800.46111.000.500.800.40EJE XEje I-I114.280.500.801.71114.000.500.801.60124.030.500.803.22115.780.500.802.31Eje K-K114.280.500.801.71134.030.500.804.84116.280.500.802.51entre I -K113.000.500.801.20MODULO 4EJE Y SS.HH. Aulas 04,05Eje 8-8, 13 - 13125.950.600.805.71Eje 9-9, 11- 11126.250.600.806.00Entre 8 Y 9111.000.500.800.40111.150.500.800.46EJE XEje I-I115.600.500.802.24133.750.500.804.50113.550.500.801.42Eje K-K115.600.500.802.24133.750.500.804.50113.550.500.801.42Entre I - K113.000.500.801.20ZONA ESCALERAEJE G - H221.500.500.802.40222.550.500.804.08ENTRE EJES G - H214.800.500.803.84212.150.500.801.72212.400.500.801.92211.500.500.801.20211.330.500.80210.680.500.800.5401.03.03SOBRECIMIENTO CONCRETO 1:8+25% PMM320.890.00MODULO 1Eje 0113.800.150.400.23113.750.150.400.23Eje 1-1111.880.150.400.11111.600.150.400.10111.930.150.400.12112.850.150.400.17112.680.150.400.16Eje 2 -2112.700.150.400.16112.800.150.400.17111.630.150.400.10111.650.150.400.10112.680.150.400.16Eje A-A111.450.150.400.09111.000.150.400.06116.200.150.400.37111.000.150.400.06120.850.150.400.10Eje B-B y C-C121.450.150.400.17Eje ,D-D111.450.150.400.09117.880.250.400.79Eje F-F117.880.250.400.79MODULO 2Eje 12-12122.680.150.400.32121.650.150.400.20112.850.150.400.17Eje 14-14122.680.150.400.32121.650.150.400.20112.850.150.400.17Eje B-B, D-D, F-F137.880.250.402.36MODULO 3EJE Y Aulas 02,03,SS.HH.Eje 1-1115.950.250.400.60Eje 3-3116.250.250.400.63Eje 5-5 , 6-6126.250.250.401.25Entre 5 y 6112.700.150.400.16Eje 7-7122.850.150.400.34EJE XEje I-I113.550.150.400.21122.570.150.400.31113.750.150.400.23111.700.150.400.10112.050.150.400.12Eje K-K113.570.150.400.21133.770.150.400.68115.800.150.400.35Entre I- K113.000.150.400.18111.000.150.400.06MODULO 4EJE Y SS.HH. Aulas 04,05Eje 8-8 , 13-13125.950.250.401.19Eje 9-9 , 1- 11126.250.250.401.25Entre 8 y 9111.800.250.400.18111.150.250.400.12EJE XEje I-I112.550.150.400.15121.700.150.400.20113.750.150.400.23112.550.150.400.15113.550.150.400.21Eje K-K115.600.150.400.34133.750.150.400.68113.550.150.400.21Entre I - K112.850.150.400.17ZONA ESCALERAEJE G - H221.500.150.400.36222.550.150.400.61ENTRE EJES G - H214.800.150.400.58212.500.150.400.30211.580.150.400.19211.000.150.400.12211.250.150.400.1501.03.04ENCOFRADO Y DESENCOFRADO,SOBRECIMIENTO h=,40M2229.48229.48MODULO 1Eje 0213.800.403.04213.750.403.00Eje 1-1211.880.401.50211.600.401.28211.930.401.54212.850.402.28212.680.402.14Eje 2 -2212.700.402.16212.800.402.24211.630.401.30211.650.401.32212.680.402.14Eje A-A211.450.401.16211.000.400.80216.200.404.96211.000.400.80220.850.401.36Eje B-B y C-C221.450.402.32Eje ,D-D211.450.401.16217.880.406.30Eje F-F217.880.406.30MODULO 2Eje 12-12222.680.404.28221.650.402.64212.850.402.28Eje 14-14222.680.404.28221.650.402.64212.850.402.28Eje B-B, D-D, F-F237.880.4018.91MODULO 3EJE Y Aulas 02,03,SS.HH.Eje 1-1215.950.404.76Eje 3-3216.250.405.00Eje 5-5 , 6-6226.250.4010.00Entre 5 y 6212.700.402.16Eje 7-7222.850.404.56EJE XEje I-I213.550.402.84222.570.404.11213.750.403.00211.700.401.36212.050.401.64Eje K-K213.570.402.86233.770.409.05215.800.404.64Entre I- K213.000.402.40211.000.400.80MODULO 4EJE Y SS.HH. Aulas 04,05Eje 8-8 , 13-13225.950.409.52Eje 9-9 , 1- 11226.250.4010.00Entre 8 y 9211.800.401.44211.150.400.92EJE XEje I-I212.550.402.04221.700.402.72213.750.403.00212.550.402.04213.550.402.84Eje K-K215.600.404.48233.750.409.00213.550.402.84Entre I - K212.850.402.28ZONA ESCALERAEJE G - H421.500.404.80422.550.408.16ENTRE EJES G - H414.800.407.68412.500.404.00411.580.402.53411.000.401.60411.250.402.0001.03.05CONCRETO fc=140k/cm2 H=.10 EN FALSO PISOM2704.49723.98MODULO 1Lavoratorio Multiple1111.357.9890.57Aula N 01118.086.7554.54Deposito113.501.455.08113.501.455.08MODULO 2Aulas N06118.086.7554.54Aulas N 07118.086.7554.54MODULO 3Aulas N 02,03128.786.45113.26SS,HH,Varones116.456.2540.31Hall de ingreso113.255.8018.85Pasadizo1122.952.4055.08MODULO 4Aulas N 04,05128.726.45112.49SS,HH,Damas116.456.2540.31ESCALERA,debajo de escalera124.812.2521.65122.552.5012.75Pasadizo125.302.4025.4401.03.06VEREDAS MAS ACABADO FROTACHADOM2321.4083.37MODULO 1Area CAD segn planteamiento general1121.4021.401155.5155.51MODULO 2Area CAD segn planteamiento general1115.8515.851148.5648.56MODULO 3Area CAD segn planteamiento general1122.5422.54MODULO 4Area CAD segn planteamiento general1122.5422.54veredas frontales a modulos entre modulo 03 y 04.11135.00135.0001.03.07VEREDAS ENCOFRADO Y DESENCOFRADOM227.5522.65MODULO 1Lateral2118.350.155.51210.600.150.18Posterior114.420.150.66210.600.150.18Frontal1112.580.151.89210.600.150.18MODULO 2Lateral2114.270.154.28210.600.150.18Posterior113.250.150.49210.600.150.18Frontal1111.480.151.72210.600.150.18MODULO 3Lateral1111.850.151.78210.600.150.18Posterior1125.450.153.82210.600.150.18MODULO 4Lateral1111.850.151.78210.600.150.18Posterior1125.450.153.82210.600.150.1801.04CONCRETO ARMADO01.04.01ZAPATAS01.04.01.01ZAPATAS CONCRETO F'C=210 kg/cm2M3120.97120.97MODULO 1Zapata 1121.652.000.603.96Zapata 2132.152.350.609.09Zapata 3111.451.800.601.57Zapata 4131.952.150.607.55Zapata 5112.001.400.601.68Zapata 6111.301.000.600.78Zapata 7111.601.250.601.20MODULO 2Zapata 1112.001.650.601.98Zapata 2122.302.100.605.80Zapata 3121.701.350.602.75Zapata 4122.001.800.604.32Zapata 5111.901.400.601.60Zapata 6111.501.100.600.99Zapata 7111.350.950.600.77MODULO 3Zapata 1111.901.400.601.60Zapata 2111.401.200.601.01Zapata 3122.202.000.605.28Zapata 4132.001.550.605.58Zapata 5111.901.400.601.60Zapata 6122.552.300.607.04Zapata 7111.501.100.600.99Zapata 8112.301.700.602.35Zapata 9132.502.050.609.23Zapata 10112.552.300.603.52MODULO 4Zapata 1111.901.400.601.60Zapata 2112.201.700.602.24Zapata 3122.101.550.603.91Zapata 4122.502.050.606.15Zapata 5122.202.000.605.28Zapata 6112.552.350.603.60Zapata 7112.301.700.602.35Zapata 8111.801.350.601.46Zapata 9111.251.150.600.86ZONA ESCALERAZapata 1221.301.000.603.12Zapata 2222.001.200.605.76Zapata 3221.001.000.602.4001.04.01.02ZAPATA ACERO F'Y 4200 KG/CM2KG2808.452,674.71VER CUADRO DE METRADOS112808.452808.4501.04.02COLUMNAS01.04.02.01COLUMNAS CONCRETO F'C=210 kg/cm2m3118.68118.68MODULO 1Primer PisoColumna 1140.600.254.502.70Eje F20.600.255.501.65Columna 216area0.254.506.75Columna 3110.250.254.100.26Eje F110.250.255.100.32Segundo PisoColumna 1130.600.253.451.55130.600.255.202.34Columna 213area0.253.452.5913area0.255.203.90Columna 3120.250.254.120.52MODULO 2Primer PisoColumna 114area0.254.504.50Columna 2160.600.254.504.05Columna 3130.250.254.100.77Segundo PisoColumna 112area0.253.001.50Columna 112area0.254.702.35Columna 2130.600.253.001.35Columna 2130.600.254.702.12Columna 3130.250.253.850.72MODULO 3Primer PisoColumna 114area0.214.403.70Columna 212area0.064.400.53Columna 314area0.284.404.93Columna416area0.184.404.75Columna511area0.134.400.55Columna 612area0.924.408.10Segundo PisoColumna 112area0.213.001.26Columna 112area0.214.701.97Columna 212area0.063.800.46Columna 312area0.283.001.68Columna 312area0.284.702.63Columna411area0.183.000.54Columna411area0.184.700.85Columna412area0.185.401.94Columna412area0.184.501.62Columna511area0.133.800.48Columna 621area0.924.558.37MODULO 4Primer PisoColumna114area0.254.404.40Columna214area0.184.403.08Columna314area0.284.404.84Columna416area0.064.401.58Segundo PisoColumna 111area0.253.700.93Columna 111area0.255.401.35Columna 111area0.253.000.75Columna 111area0.254.701.18Columna 211area0.185.400.95Columna 211area0.183.700.65Columna 211area0.183.000.53Columna 211area0.184.700.82Columna 312area0.283.001.65Columna 312area0.284.702.59Columna 412area0.064.500.54Columna 412area0.063.800.46ESCALERAColumna 1220.250.407.082.83Columna 2220.250.258.082.02Columna 2220.250.408.083.2301.04.02.02COLUMNAS ENCOFRADO Y DESENCOFRADOm21010.291,010.29MODULO 1Primer PisoColumna 114Perimetro1.704.5030.60Eje F12Perimetro1.705.5018.70Columna 216Perimetro2.404.5064.80Columna 311Lados0.504.102.05Eje F11Lados0.505.102.55Segundo PisoColumna 113Perimetro1.703.4517.60Columna 113Perimetro1.705.2026.52Columna 213Perimetro2.403.4524.84Columna 213Perimetro2.405.2037.44Columna 312Lados0.504.124.12MODULO 2Primer PisoColumna 114Perimetro2.404.5043.20Columna 216Perimetro1.704.5045.90Columna 313Perimetro0.504.106.15Segundo PisoColumna 112Perimetro2.403.0014.40Columna 112Perimetro2.404.7022.56Columna 213Perimetro1.703.0015.30Columna 213Perimetro1.704.7023.97Columna 313Perimetro0.503.855.78MODULO 3Primer PisoColumna 114Perimetro1.804.4031.68Columna 212Perimetro0.504.404.40Columna 314Perimetro2.504.4044.00Columna414Perimetro1.354.4023.7612Perimetro1.904.4016.72Columna511Perimetro1.504.406.60Columna 612Perimetro1.704.4014.96Segundo PisoColumna 112Perimetro1.803.0010.80Columna 112Perimetro1.804.7016.92Columna 212Perimetro0.503.803.80Columna 312Perimetro2.503.0015.00Columna 312Perimetro2.504.7023.50Columna411Perimetro1.353.004.05Columna411Perimetro1.354.706.35Columna412Perimetro1.905.4020.52Columna412Perimetro1.904.5017.10Columna511Perimetro1.503.805.70Columna 621Perimetro1.704.5515.47MODULO 4Primer PisoColumna114Perimetro1.804.4031.68Columna212Perimetro1.354.4011.8812Perimetro1.504.4013.20Columna314Perimetro2.304.4040.48Columna416Perimetro0.504.4013.20Segundo PisoColumna 111Perimetro1.803.706.66Columna 111Perimetro1.805.409.72Columna 111Perimetro1.803.005.40Columna 111Perimetro1.804.708.46Columna 211Perimetro1.355.407.29Columna 211Perimetro1.353.705.00Columna 211Perimetro1.503.004.50Columna 211Perimetro1.504.707.05Columna 312Perimetro2.503.0015.00Columna 312Perimetro2.504.7023.50Columna 412Perimetro0.504.504.50Columna 412Perimetro0.503.803.80ESCALERAColumna 122Perimetro1.307.0836.82Columna 222Perimetro1.008.0832.32Columna 222Perimetro1.308.0842.0201.04.02.03COLUMNAS ACERO F'C=4200 KG/CM2KG17139.4516,323.28VER CUADRO DE METRADOS1117139.4517139.4501.04.03COLUMNETAS01.04.03.01COLUMNETAS CONCRETO F'C=175 kg/cm216.1116.11MODULO 1Primer PisoEje 0810.250.150.600.18Eje 1610.250.152.950.66410.250.151.150.17Eje 2610.250.152.950.66410.250.152.550.38Eje A410.250.152.750.41110.250.152.150.08310.250.150.750.08Eje B,C y D310.250.152.150.24Segundo PisoEje 0410.250.150.600.09410.250.151.150.17Eje 1410.250.150.350.05Eje 2810.250.151.850.56Eje A110.250.152.600.10110.250.151.220.05Soporte de Baranda1310.250.151.100.54MODULO 2Primer PisoEje 12810.250.152.150.65Eje 14810.250.151.150.35Eje B210.250.151.150.09Segundo PisoEje 12810.250.151.550.47Eje 14810.250.150.350.11Soporte de Baranda1010.250.151.100.41MODULO 3Eje I410.250.152.400.36210.250.153.000.23Eje K810.250.152.400.72210.250.152.400.18MODULO 4Eje I410.250.152.400.36210.250.153.000.23Eje K810.250.152.400.72210.250.152.400.18SEGUNDO NIVELMODULO 1Eje 1410.250.151.200.18Eje 2610.250.151.800.41210.250.152.600.20MODULO 2Eje 12610.250.151.800.41210.250.152.600.20Eje 14810.250.151.200.36MODULO 3Eje I610.250.151.800.41410.250.152.600.39Eje K1010.250.151.200.45MODULO 4Eje I410.250.151.800.27310.250.152.600.29Eje K810.250.151.200.36SOPORTE DE BARANDAMODULO 1,2,3,44810.15AREA0.261.87COLUMNETAS ZONA ESCALERA250.150.252.200.8301.04.03.02COLUMNETAS ENCOFRADO Y DESENCOFRADO260.31226.01MODULO 1Primer PisoEje 0810.650.603.12Eje 1620.252.958.85420.251.152.30Eje 2620.252.958.85420.252.555.10Eje A420.252.755.50120.252.151.08320.250.751.13Eje B,C y D320.252.153.23Segundo Piso0.00Eje 0410.650.601.56420.251.152.30Eje 1420.250.350.70Eje 2820.251.857.40Eje A110.652.601.69110.651.220.79Soporte de Baranda1310.801.1011.44MODULO 2Primer PisoEje 12820.252.158.60Eje 14820.251.154.60Eje B220.251.151.15Segundo PisoEje 12820.251.556.20Eje 14820.250.351.40Soporte de Baranda101Perimetro0.801.108.80MODULO 3Eje I420.252.404.80220.253.003.00Eje K820.252.409.60220.252.402.40segundo pisoEje I620.251.805.40420.252.605.20Eje K1020.251.206.00MODULO 4Eje I420.252.404.80220.253.003.00210.150.800.24Eje K820.252.409.60220.252.402.40SEGUNDO NIVELMODULO 1Eje 1420.251.202.40Eje 2620.251.805.40220.252.602.60MODULO 2Eje 12620.251.805.40220.252.602.60Eje 14820.251.204.80MODULO 3Eje I620.251.805.40420.252.605.20Eje K1020.251.206.00MODULO 4Eje I420.251.803.60320.252.603.90Eje K820.251.204.80SOPORTE DE BARANDAMODULO 1,2,3,4481PERIM.0.801.2046.08COLUMNETAS ZONA ESCALERA25PERIM.0.452.209.9001.04.03.03COLUMNETAS ACERO F'C=4200 KG/CM2KG1859.781,771.221245.78VER CUADRO DE METRADOS111859.781859.7801.04.04VIGAS01.04.04.01VIGAS CONCRETO F'C=210 kg/cm2M3166.55158.627.93MODULO 1Primer PisoEje 1-1 V S 100112.700.250.400.28112.800.250.400.29112.850.250.400.30112.830.250.400.29112.730.250.400.28Eje 2-2 V S 100112.700.250.400.28112.800.250.400.29112.850.250.400.30112.830.250.400.29112.730.250.400.28Eje 0 VM133.200.150.600.90Eje 2' VM133.200.150.600.90113.180.150.600.30113.920.150.600.37EJE XEje A,B,C VP 102131.700.300.600.97117.880.300.601.49127.380.300.602.79132.400.300.601.37Eje D VP 102117.880.300.401.00112.400.300.600.45111.700.300.600.33Eje E VP 102110.700.300.200.04117.380.300.601.40112.400.300.600.45V.P. 102 E'112.250.300.200.15Eje F VP 102117.880.300.401.00113.810.300.400.48112.250.300.400.28Segundo PisoEJE YEje 1-1 VS 200112.700.250.400.28112.800.250.400.29112.850.250.400.30Eje 2-2 V S 200112.700.250.400.28112.800.250.400.29112.850.250.400.30112.830.250.400.29112.730.250.400.28Eje 2-2 V S 300112.700.250.400.28112.800.250.400.29112.850.250.400.30112.830.250.400.29112.730.250.400.28Eje 0 Viga Canal1110.80Area cad0.202.22Eje 1 Viga Canal117.00Area cad0.201.44Eje 2 Viga Canal1117.80Area cad0.203.64EJE XEje A V P 302118.050.300.401.02111.480.300.400.19V P 202118.060.300.601.5211Area cad1.850.300.59Eje B C, V P 202127.550.300.602.86121.480.300.400.3812Area cad1.850.301.17Eje D VP 302118.050.300.200.50VP 202123.820.300.200.48111.480.300.400.1911Area cad1.850.300.59Eje E VP202-E117.550.300.601.4311Area cad1.850.300.59Eje F VP302-F118.060.300.200.50VP 202123.820.300.200.4811Area cad1.850.300.59MODULO 2Primer PisoEje 12 V S 100 (25x40)122.680.250.400.57112.830.250.400.29112.850.250.400.30Eje 14 V S 100 (25x40)122.680.250.400.57112.830.250.400.29112.850.250.400.30Eje 1 VM 1001114.250.150.601.34Area Viga P-510.300.150.60-0.15Eje B-B,D-D,F-F, VP 100137.880.300.402.98132.150.300.400.81Eje F-F, VP 100113.820.300.400.48entre F y E112.250.300.200.15Eje C-C,E-E VP 101127.380.300.602.79122.150.300.600.81120.700.300.200.08Segundo PisoEje 12-12222.680.250.401.12212.830.250.400.60212.850.250.400.60Eje 14-14 VS 200 (25x50)122.680.250.500.70112.830.250.500.37112.850.250.500.38V Canal1214.25Area cad0.071.94Eje 1 VM 2001114.250.150.501.12EjeB-B,D-D,F-F, VP 200137.880.300.201.4913Area cad1.850.301.75Eje C-C,E-E VP 201127.550.300.602.8612Area cad1.850.301.17MODULO 3Primer PisoEJE YEje 1' VP 100115.950.250.400.63Eje 2 VP 101115.750.250.600.90Eje 3 VP 102116.250.250.400.66112.400.250.400.25110.800.250.400.08Eje 4 VP103118.150.250.601.28Eje 5 y 6 VP 1041210.550.300.603.99Eje 4 VP103118.150.250.601.28EJE XEje I - K V CH 100123.570.250.500.93163.770.250.502.97124.800.250.501.26125.800.250.501.52Eje J V P116.000.250.600.95115.000.250.600.79Eje 1 V M 1001121.200.150.602.01116.200.150.600.59Sengundo PisoEJE YEje 1122.850.250.200.30122.930.250.400.62Eje 1126.480.250.200.68Eje 2,4,7 VP136.480.250.603.07Eje 5,6 VP129.900.250.603.12Eje 3,4,5,6,7 Voladizo15AREA1.590.252.09EJE XEje I243.750.250.403.15215.800.250.501.52214.800.250.501.26Eje J116.000.250.400.63115.000.250.400.53Eje K143.750.250.501.97115.800.250.500.77114.800.250.500.63Viga Canal interior1122.95AREA0.204.70Viga Canal exterior1130.00AREA0.206.30MODULO 4Primer PisoEJE YEje 8 9 VP 1001210.800.250.603.40Eje 10 VP 101117.950.250.601.25Eje 11 VP 102119.450.250.401.00Eje12 VP 103115.550.250.600.87Eje 13 VP 104115.750.250.400.61EJE XEje I -K V CH 100125.600.250.501.47163.750.250.502.95123.550.250.500.93Eje J VCH 101116.300.400.250.66Eje G V M 200 interior116.300.150.500.49124.230.150.600.80111.480.150.600.14Eje K' V M 200 exterior116.300.150.600.60Segundo PisoEJE YEje 8122.850.250.200.30122.950.250.200.3211AREA1.800.250.47Eje 9122.850.250.600.90142.950.250.200.6211AREA1.800.250.47Eje 10 VP 301115.750.250.600.90Eje 11 VP 202123.000.250.200.32123.150.250.200.34Eje12 VP 303112.850.250.200.15Eje 13 VP 304123.850.250.200.41123.100.250.200.33EJE X1114.650.400.201.23Eje I V CH 100115.600.250.400.59133.750.250.401.19113.550.250.400.38Eje J VCH 101116.300.400.250.66Eje K V CH 100115.600.250.400.59Eje G V C 200 interior116.30AREA0.201.32124.23AREA0.201.77111.48AREA0.200.32Eje K V CANAL 100116.30AREA0.201.32144.25AREA0.203.57ESCALERAPRIMER NIVELEJE XEJE G - H V.S 100221.500.250.400.63222.550.250.401.07222.400.250.601.51EJE YEJE 1" V.P 100214.800.250.401.01EJE ENTRE 1" Y 2 V.P 100"214.800.250.200.50EJE 2 V.P 100214.800.250.401.01VIGA MANDIL214.800.150.600.90SEGUNDO NIVELEJE XEJE G - H V.S 100221.500.250.400.63222.550.250.401.07222.400.250.601.51EJE YEJE 1" V.P 100214.800.250.401.01EJE ENTRE 1" Y 2 V.P 100"214.800.250.200.50EJE 2 V.P 100214.800.250.401.01VIGA CANAL214.80AREA0.161.6201.04.04.02ENCOFRADO Y DESENCOFRADO DE VIGAS1293.381,227.981256.48MODULO 1Primer PisoEje 1-1 V S 100112.700.501.42112.800.501.47112.850.501.50112.830.501.48112.730.501.43Eje 2-2 V S 100112.700.501.42112.800.501.47112.850.501.50112.830.501.48112.730.501.43Eje 0 VM133.201.1511.59Eje 2' VM133.201.1511.59113.181.153.83113.921.154.73Eje A,B,C VP 102131.701.105.89117.881.109.10127.381.1017.05132.401.108.32Eje D VP 102117.880.453.73112.401.102.77111.701.101.96Eje E VP 102110.700.300.22117.381.108.53112.401.102.77V.P. 102 E'112.250.300.71Eje F VP 102117.880.453.73113.810.803.20112.250.701.66Segundo PisoEje 1-1 VS 200112.700.651.85112.800.651.91112.850.651.94Eje 2-2 V S 200112.701.052.98112.801.053.09112.851.053.14112.831.053.12112.731.053.00Eje 2-2 V S 300112.700.882.50112.800.882.58112.850.882.64112.830.882.61112.730.882.52Eje 0 Viga Canal1110.802.0423.13Eje 1 Viga Canal117.002.0414.99Eje 2 Viga Canal1117.802.0438.13EJE XEje A V P 202118.050.463.89111.480.931.45V P 302118.061.5012.6911Area cad1.851.94111.461.53112.150.300.68Eje B C, V P 202127.551.1618.40121.480.762.3612Area cad1.463.07112.150.300.68Eje D VP 302118.050.050.42VP 202123.820.453.61111.480.761.1811Area cad1.461.53112.150.300.68Eje E VP202-E117.551.169.2011Area cad1.461.53112.150.300.68Eje F VP302-F118.060.110.93VP 202123.820.453.6111Area cad1.851.94111.461.53112.150.300.68MODULO 2Primer PisoEje 12 V S 100 (25x40)122.68Perimetro0.653.65112.83Perimetro0.651.93112.85Perimetro0.651.94Eje 14 V S 100 (25x40)122.68Perimetro0.854.78112.83Perimetro0.852.52112.85Perimetro0.852.54Eje 1 VM 1001114.25Perimetro1.1517.21Area Viga P-510.30Perimetro0.40-0.63Eje B-B, F-F, VP 100127.88Perimetro0.9014.89122.15Perimetro0.904.06Eje D-D VP 100117.88Perimetro0.705.80112.15Perimetro0.701.59Eje F-F, VP 100113.82Perimetro0.903.60entre F y E112.250.300.71Eje C-C,E-E VP 101127.38Perimetro1.1017.05122.15Perimetro1.104.97120.70Perimetro0.200.29Segundo PisoEje 12-12222.68Perimetro0.889.89212.83Perimetro0.885.22212.85Perimetro0.885.27Eje 14-14 VS 200 (25x50)122.68Perimetro0.985.50112.83Perimetro0.982.91112.85Perimetro0.982.93V Canal1214.25Perimetro1.0029.93Eje 1 VM 2001114.25Perimetro0.9814.67EjeB-B,D-D,F-F, VP 200137.880.5012.4123Area cad1.850.303.50132.250.302.13Eje C-C,E-E VP 201127.551.1618.4022Area cad1.850.302.33122.250.301.42MODULO 3Primer PisoEJE YEje 1' VP 100115.950.654.06Eje 2 VP 101115.751.056.34Eje 3 VP 102116.250.654.26112.400.651.64110.800.650.55Eje 4 VP103118.151.058.99Eje 5 y 6 VP 1041210.551.1024.37Eje 4 VP103118.151.058.99EJE XEje I - K V CH 100123.570.856.37163.770.8520.19124.800.858.57125.800.8510.35Eje J V P116.001.056.62115.001.055.51Eje 1 V M 1001121.200.9521.15116.200.956.18Sengundo PisoEJE YEje 1122.850.251.50122.930.654.00Eje 1126.480.253.40Eje 2,4,7 VP136.481.0521.43Eje 5,6 VP129.900.8517.67Eje 3,4,5,6,7 Voladizo15area3.6619.22EJE XEje I243.750.6520.48215.800.8510.35214.800.858.57Eje J116.000.654.10115.000.653.41Eje K143.750.8513.39115.800.855.18114.800.854.28Viga Canal interior1122.952.2554.22Viga Canal exterior1130.002.2570.88MODULO 4Primer PisoEJE YEje 8 9 VP 1001210.801.0523.81Eje 10 VP 101117.951.058.77Eje 11 VP 102119.450.656.45Eje12 VP 103115.550.854.96Eje 13 VP 104115.750.653.93EJE XEje I -K V CH 100125.600.8510.00163.750.8520.09123.550.856.34Eje J VCH 101116.300.402.65Eje G V M 200 interior116.301.258.27124.231.2511.09111.481.251.93Eje K' V M 200 exterior116.301.258.27Segundo PisoEJE YEje 8122.850.251.50122.950.251.5511AREA3.663.84Eje 9122.850.855.09142.950.253.1011AREA3.663.84Eje 10 VP 301115.750.855.13Eje 11 VP 202123.000.251.58123.150.251.66Eje12 VP 303112.850.250.75Eje 13 VP 304123.850.252.03123.100.251.63EJE X1114.650.406.15Eje I V CH 100115.600.653.82133.750.657.68113.550.652.43Eje J VCH 101116.300.402.65Eje K V CH 100115.600.653.82Eje G V C 200 interior116.302.2514.89124.232.2519.96111.482.253.49Eje K V CANAL 100116.302.2514.89144.252.2540.16ZONA ESCALERAPRIMER NIVELEJE XEJE G - H V.S 100221.50PERIM.0.654.10222.55PERIM.0.656.96222.40PERIM.0.656.55EJE YEJE 1" V.P 100214.80PERIM.0.858.57EJE ENTRE 1" Y 2 V.P 100"214.80PERIM.0.252.52EJE 2 V.P 100214.80PERIM.0.858.57VIGA MANDIL214.80PERIM.1.1511.59SEGUNDO NIVELEJE XEJE G - H V.S 100221.50PERIM.0.855.36222.55PERIM.0.859.10222.40PERIM.1.0510.58EJE YEJE 1" V.P 100214.80PERIM.0.858.57EJE ENTRE 1" Y 2 V.P 100"214.80PERIM.0.656.55EJE 2 V.P 100214.80PERIM.0.858.57VIGA CANAL214.80PERIM.1.7517.6401.04.04.03ACERO FY =4200 kg/cm2 grado 6022822.3221,735.54VER CUADRO DE METRADOS1122822.3222822.32KG01.04.05VIGUETAS01.04.05.01VIGUETAS CONCRETO F'C=175 kg/cm2M36.315.74MODULO 1Primer PisoEje 0420.900.250.150.28Eje 1-1111.880.250.150.07111.600.250.150.06111.930.250.150.07122.300.250.150.18Eje 2 -2112.700.250.150.11112.800.250.150.12111.630.250.150.06111.650.250.150.06112.680.250.150.11EJE XEje A-A110.990.250.150.04110.850.250.150.03116.200.250.150.24110.850.250.150.03110.990.250.150.04Eje A y B116.700.250.150.26Eje ,C y D116.650.250.150.26Segundo PisoEje 0212.050.250.150.16210.900.250.150.07Eje 1122.300.250.150.18Eje 2111.600.250.150.06112.830.250.150.12111.650.250.150.06112.630.250.150.11MODULO 2Primer PisoEJE YEje 12-12112.680.150.250.11111.830.150.250.07112.850.150.250.12111.680.150.250.06Eje 14-14122.680.150.250.21112.830.150.250.12112.850.150.250.12EJE XEje B-B112.850.150.250.12Segundo PisoEJE YEje 12-12112.680.150.250.11111.830.150.250.07111.850.150.250.07112.680.150.250.11Eje 14-14122.680.150.250.21112.830.150.250.12112.850.150.250.12MODULO 3Eje I212.150.150.100.06113.230.150.100.05Eje K112.050.150.100.03212.250.150.100.07111.580.150.100.02MODULO 4Eje I212.150.150.100.06113.230.150.100.05Eje K112.050.150.100.03212.250.150.100.07111.580.150.100.02SEGUNDO NIVELMODULO 1Eje 1211.700.150.100.05Eje 2112.230.150.100.03111.200.150.100.02112.280.150.100.03111.250.150.100.02MODULO 2Eje 12111.200.150.100.02112.400.150.100.04111.300.150.100.02112.350.150.100.04Eje 14411.750.150.100.12MODULO 3Eje I212.150.150.100.06113.230.150.100.05114.160.150.100.06113.170.150.100.05Eje K112.050.150.100.03212.250.150.100.07111.580.150.100.02116.100.150.100.09111.450.150.100.02MODULO 4Eje I212.150.150.100.06113.230.150.100.05113.980.150.100.06113.230.150.100.05Eje K112.050.150.100.03212.250.150.100.07111.580.150.100.02116.100.150.100.0901.04.05.02VIGUETAS ENCOFRADO Y DESENCOFRADOM290.8590.8527.575MODULO 1Primer PisoEje 0420.900.654.68Eje 1-1111.880.651.22111.600.651.04111.930.651.25122.300.652.99Eje 2 -2112.700.651.76112.800.651.82111.630.651.06111.650.651.07112.680.651.74EJE XEje A-A110.990.650.64110.850.650.55116.200.654.03110.850.650.55110.990.650.64Eje A y B116.700.654.36Eje ,C y D116.650.654.32Segundo PisoEje 0212.050.652.67210.900.651.17Eje 1122.300.652.99Eje 2111.600.651.04112.830.651.84111.650.651.07112.630.651.71MODULO 2Primer PisoEJE YEje 12-12112.680.501.34111.830.500.91112.850.501.43111.680.500.84Eje 14-14122.680.502.68112.830.501.41112.850.501.43EJE XEje B-B112.850.501.43Segundo PisoEJE YEje 12-12112.680.501.34111.830.500.91111.850.500.93112.680.501.34Eje 14-14122.680.502.68112.830.501.41112.850.501.43MODULO 3Eje I222.150.100.86123.230.100.65Eje K122.050.100.41222.250.100.90121.580.100.32MODULO 4Eje I222.150.100.86123.230.100.65Eje K122.050.100.41222.250.100.90121.580.100.32SEGUNDO NIVELMODULO 1Eje 1221.700.100.68Eje 2122.230.100.45121.200.100.24122.280.100.46121.250.100.25MODULO 2Eje 12121.200.100.24122.400.100.48121.300.100.26122.350.100.47Eje 14421.750.101.40MODULO 3Eje I222.150.100.86123.230.100.65124.160.100.83123.170.100.63Eje K122.050.100.41222.250.100.90121.580.100.32126.100.101.22121.450.100.29MODULO 4Eje I222.150.100.86123.230.100.65123.980.100.80123.230.100.65Eje K122.050.100.41222.250.100.90121.580.100.32126.100.101.2201.04.05.03ACERO FY =4200 kg/cm2 grado 60KG277.30264.09264.0906VER CUADRO DE METRADOS11277.30277.3001.04.06LOSAS ALIGERADAS142.3201.04.06.01LOSA ALIGERADA CONCRET0 FC=210kg/cm2M3156.75141.96MODULO 1Primer PisoAula y Laboratorio117.883.260.205.39117.883.200.205.29117.883.200.205.29117.883.180.205.25117.883.230.205.33Voladizo111.553.260.201.06111.553.200.201.04111.553.200.201.04Pasadizo112.253.260.201.53112.253.200.201.51112.253.200.201.51112.253.180.201.50112.251.530.200.72Ladrillo hueco Arcilla .15 x30x30Aula y Laboratorio-8.3317.883.260.01-2.88-8.3317.883.200.01-2.84-8.3317.883.200.01-2.84-8.3317.883.180.01-2.81-8.3317.883.230.01-2.86Voladizo-8.3311.553.260.01-0.57-8.3311.553.200.01-0.56-8.3311.553.200.01-0.56Pasadizo-8.3312.253.260.01-0.82-8.3312.253.200.01-0.81-8.3312.253.200.01-0.81-8.3312.253.180.01-0.80-8.3312.251.530.01-0.39Segundo PisoAula y Biblioteca118.063.260.174.68118.063.200.174.60118.063.200.174.60118.063.180.174.57118.063.230.174.64Voladizo111.483.260.170.86111.483.200.170.85111.483.200.170.85Pasadizo112.233.260.171.29112.233.200.171.27112.233.200.171.27112.233.180.171.26112.233.230.171.28Ladrillo hueco Arcilla .12 x30x30Aula y Biblioteca-8.3318.063.260.01-2.36-8.3318.063.200.01-2.32-8.3318.063.200.01-2.32-8.3318.063.180.01-2.30-8.3318.063.230.01-2.34Voladizo-8.3311.483.260.01-0.43-8.3311.483.200.01-0.43-8.3311.483.200.01-0.43Pasadizo-8.3312.233.260.01-0.65-8.3312.233.200.01-0.64-8.3312.233.200.01-0.64-8.3312.233.180.01-0.64-8.3312.233.230.01-0.65MODULO 2Primer AligeradoAulas 06 y 07127.883.180.2010.51127.883.200.2010.59Pasadizo112.253.180.201.50112.251.980.200.93122.253.200.203.02Ladrillo hueco Arcilla .15 x30x30Aulas 06 y 07-8.3327.883.180.01-5.63-8.3327.883.200.01-5.67Pasadizo-8.3312.253.180.01-0.80-8.3312.251.980.01-0.50-8.3322.253.200.01-1.62Segundo AligeradoAulas 06 y 07128.063.180.179.14128.063.200.179.21Pasadizo122.323.180.172.63122.323.200.172.65Ladrillo hueco Arcilla .12 x30x30Aulas 06 y 07-8.3327.883.180.01-4.73-8.3327.883.200.01-4.77Pasadizo-8.3322.323.180.01-1.40-8.3322.323.200.01-1.41MODULO 3Primer PisoAulas ,SS.HH. Ingreso incluido voladizo1130.387.200.0511.49Entre piso1122.952.400.052.89Pasadizo116.802.400.050.86Ingreso146.254.250.1516.74Viguetas124.252.400.153.21112.241.330.150.47126.203.000.207.81125.453.000.206.87126.202.400.206.25-8.3346.254.250.01-11.95Ladrillo hueco Arcilla .15 x30x30-8.3324.252.400.01-2.38-8.3312.241.330.01-0.25-8.3326.203.000.02-5.58-8.3325.453.000.02-4.90-8.3326.202.400.02-4.96Segundo AligeradoAulas 9,10,11 y Centro de Recursos, incluido voladizo1130.387.200.0511.49Entre piso1122.952.400.052.89Pasadizo116.802.400.050.86Centro de Recursos146.254.250.1516.74Viguetas124.252.400.153.21112.241.330.150.47126.203.000.207.81125.453.000.206.87126.202.400.206.25-8.3346.254.250.01-12.39Ladrillo hueco Arcilla .15 x30x30-8.3324.252.400.01-2.38-8.3312.241.330.01-0.25-8.3326.203.000.02-6.20-8.3325.453.000.02-5.45-8.3326.202.400.02-4.96MODULO 4Primer PisoAulas ,SS.HH. incluido voladizo1124.806.750.058.79Entre piso1117.252.400.052.17Pasadizo126.802.400.051.71126.252.930.207.70Viguetas126.252.240.205.88144.232.930.157.81124.232.240.152.98126.254.250.158.37112.241.330.150.47-8.3326.252.930.02-6.10Ladrillo hueco Arcilla .15 x30x30-8.3326.252.240.02-4.66-8.3344.232.930.01-4.13-8.3324.232.240.01-1.58-8.3326.254.250.01-4.43-8.3312.241.330.01-0.25Segundo AligeradoAulas 12,13,14. incluido voladizo1124.806.750.058.79Entre piso(cobertura1117.252.400.052.17116.802.400.050.86Pasadizo126.252.980.207.82Viguetas126.252.240.205.88144.232.930.157.81124.232.240.152.98126.254.250.158.37112.241.330.150.47-8.3326.252.930.02-6.10Ladrillo hueco Arcilla .15 x30x30-8.3326.252.240.02-4.66-8.3344.232.930.01-4.13-8.3324.232.240.01-1.58-8.3326.234.250.01-4.41-8.3312.241.330.01-0.2501.04.06.02LOSA ALIGERADA LADRILLO ARCILLA 15X30X30 cmM21138.061,138.06837.83MODULO 1Primer PisoAula y Laboratorio117.883.2625.65117.883.2025.22117.883.2025.22117.883.1825.02117.883.2325.41Voladizo111.553.265.05111.553.204.96111.553.204.96Pasadizo112.253.267.32112.253.207.20112.253.207.20112.253.187.14112.251.533.43MODULO 2Primer AligeradoAulas 06 y 07127.883.1850.04127.883.2050.43Pasadizo112.253.187.14112.251.984.44122.253.2014.40MODULO 3Primer PisoAulas ,SS.HH. Ingreso incluido voladizoViguetas146.254.25106.25124.252.4020.40112.241.332.98126.203.0037.20125.453.0032.70126.202.4029.76Segundo AligeradoAulas 9,10,11 y Centro de Recursos, incluido voladizoViguetas146.254.25106.25124.252.4020.40112.241.332.98126.203.0037.20125.453.0032.70126.202.4029.76MODULO 4Primer PisoAulas ,SS.HH. incluido voladizoViguetas126.252.9336.63126.252.2428.00144.232.9349.58124.232.2519.04126.254.2553.13112.241.332.98Segundo AligeradoAulas 12,13,14. incluido voladizoViguetas126.252.9837.25126.252.2428.00144.232.9349.58124.232.2418.95126.254.2553.13112.241.332.9801.04.06.03LOSA ALIGERADA LADRILLO ARCILLA 12X30X30 cmM2201.92175.69585.42MODULO 1Segundo AligeradoAula y Biblioteca118.063.2626.23118.063.2025.79118.063.2025.79118.063.1825.59118.063.2325.99Voladizo111.483.264.82111.483.204.74111.483.204.74Pasadizo112.233.267.25112.233.207.12112.233.207.12112.233.187.07112.233.237.18M0DULO 2Segundo AligeradoAulas 06 y 07128.063.180.178.70128.063.200.178.77Pasadizo122.323.180.172.50122.323.200.172.5201.04.06.04ENCOFRADO Y DESENCOFRADO PARA LOSA ALIGERADAM21349.461,349.46MODULO 1Primer AligeradoAula y Laboratorio117.883.2625.65117.883.2025.22117.883.2025.22117.883.1825.02117.883.2325.41Voladizo111.553.265.05111.553.204.96111.553.204.96Pasadizo112.253.267.32112.253.207.20112.253.207.20112.253.187.14112.251.533.43Segundo AligeradoAula y Biblioteca118.063.2626.23118.063.2025.79118.063.2025.79118.063.1825.59118.063.2325.99Voladizo111.483.264.82111.483.204.74111.483.204.74Pasadizo112.233.267.25112.233.207.12112.233.207.12112.233.187.07112.233.237.18M0DULO 2Primer AligeradoAulas 06 y 07127.883.1850.04127.883.2050.43Pasadizo112.253.187.14112.251.984.44122.253.2014.40Segundo AligeradoAulas 06 y 07128.063.180.178.70128.063.200.178.77Pasadizo122.323.180.172.50122.323.200.172.52Viguetas143.222.4011.73MODULO 3Primer PisoAulas ,SS.HH. Ingreso incluido voladizo146.104.27104.19Viguetas126.203.0037.20125.452.8430.96116.202.2513.95124.272.0017.08126.202.4029.76Segundo Aligerado146.104.27104.19Viguetas126.203.0037.20125.452.8430.96116.202.2513.95124.272.0017.08126.202.4029.76MODULO 4Primer PisoAulas ,SS.HH. incluido voladizo126.202.8034.72Viguetas144.232.8047.38126.204.2552.70126.202.2527.90124.232.2519.04112.251.302.93Segundo AligeradoAulas 12,13,14. incluido voladizo126.202.8034.72Viguetas144.232.8047.38126.204.2552.70126.202.2527.90124.232.2519.04112.251.302.9301.04.06.05ACERO ESTRUCTURAL fy'=4200 kg/cm2 GRADO 60KG10700.2410,190.71VER CUADRO DE METRADOS1110700.2410700.2401.04.07LOSAS MACIZAS01.04.07.01LOSA MACIZA CONCRETO fc= 210Kg/cm2M321.417.88MODULO 1Jardinera12Area1.090.170.37volado11Area2.480.200.50MODULO 2Jardinera12Area1.090.170.37volado12Area2.480.200.99MODULO 3volado11Area2.480.200.50AULAS MODULO 4 CONCRETO fc= 210Kg/cm3EJE 8-9116.306.250.207.88ESCALERA CONCRETO fc=210Kg/cm2M3volado11Area2.480.200.50214.807.150.1510.3001.04.07.02LOSA MACIZA ENCOFRADO Y DESENCOFRADOM2128.68108.02MODULO 1Jardinera12Area1.092.1811Perimetro5.455.45volado11Area2.482.48MODULO 2volado11Area2.482.48Jardinera12Area1.092.1811Perimetro5.450.170.93MODULO 3volado11Area2.482.48AULAS MODULO 4 EJE 8-9116.306.2539.38ESCALERA ENCOFRADO Y DESENCOFRADO214.807.1568.64volado11Area2.482.4801.04.07.03ACERO ESTRUCTURALfy' = 4200 kg/cm2 GRADO 60kg211816.901816.901816.9001.04.08ESCALERA01.04.08.01ESCALERA CONCRETO fc=210Kg/cm2M319.6618.22MODULO 1Tramo 111AREA0.392.250.88MODULO 2Tramo 111AREA0.252.250.56Cimentacion de escalera21AREA1.340.531.42Tramo 1,Tramo 222AREA0.732.407.01Losa de descanso214.802.400.204.61Losa voladizo para pasadizo214.802.250.204.32Losa mandil214.800.150.600.8601.04.08.02ENCOFRADO Y DESENCOFRADOM263.2652.73MODULO 1Tramo 1Fondo de gradas111.832.254.12contrapazo152.250.171.91MODULO 2Tramo 1Fondo de gradas111.322.252.97contrapazo142.250.171.53Fondo de gradas113.002.286.84113.552.288.09Losa de descanso115.182.4012.43contrapazo1202.280.177.75Losa voladizo para pasadizo115.182.2511.66Losa mandil115.181.155.9601.04.08.03ACERO ESTRUCTURALfy' = 4200 kg/cm2 GRADO 60KG1818.021,731.451840.83VER CUADRO DE METRADOS111818.021818.0201.04.09DETALLES01.04.09.01CONCRETO fc=175Kg/cm2M38.028.02LAVADEROSMESA DE LAVADEROSSS.HH VARONES11AREA2.810.120.34SS.HH. DAMAS11AREA2.890.120.3511AREA1.020.120.12COLUMNETAS DE REFUERZOSS.HH VARONES41AREA0.020.800.05SS.HH. DAMAS71AREA0.020.800.11SEPARADORES URINARIOSSS.HH VARONES610.050.400.600.07MESA DE LABORATORIOMESA61AREA2.100.121.51SOPORTES610.301.601.905.4701.04.09.02ENCOFRADO Y DESENCOFRADOM258.1658.16LAVADEROSMESA DE LAVADEROSSS.HH VARONES11AREA2.572.57115.420.06SS.HH. DAMAS11AREA2.712.7111AREA0.960.96117.200.060.43COLUMNETAS DE REFUERZOSS.HH VARONES41PERIM.0.460.801.47SS.HH. DAMAS71PERIM.0.460.802.58SEPARADORES URINARIOSSS.HH VARONES61PERIM.0.850.603.06610.050.400.12MESA DE LABORATORIOMESA61AREA2.1012.60615.500.123.96SOPORTES610.301.601.905.4761PERIM.1.951.9022.2301.04.09.03ACERO ESTRUCTURALfy' = 4200 kg/cm2 GRADO 60KG879.29837.42VER CUADRO DE METRADOS1879.291879.2901.05ESTRUCTURA DE MADERA Y COBERTURAS01.05.01CORREAS DE MADERA DE 2"x1"ml1033.601,033.60MODULO 1Biblioteca11110.60116.60Aula108.4984.90Pasadizo1317.6052.80MODULO 2Aulas11014.10141.00Pasadizo1314.1042.30MODULO 30.00Aulas1824.25194.00Pasadizo1323.0069.00Volado1106.8068.00MODULO 40.00Aulas1818.25146.00Pasadizo1317.0051.00Volado1106.8068.0001.05.02COBERTURA TEJA ANDINA (0.72x1.14)M2863.89863.89MODULO 1Biblioteca1110.1310.60107.38Aula116.908.4958.58Pazadizo112.5117.6044.18MODULO 2Aula1114.108.45119.15Pasadizo1114.102.5335.67MODULO 3Segundo Aligerado1130.387.20218.74Entre cobertura1122.952.4055.08Pasadizo116.802.4016.32MODULO 4Segundo Aligerado1124.806.75167.40Entre cobertura1117.252.4041.40Pasadizo

ACEROEXPEDIENTE TCNICOSUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO SANTA ROSA DISTRITO DE HUACHOCOLPA - TAYACAJA - HUANCAVELICAHOJA DE METRADO DE ACERO PABELLON DE AULASCLIENTE: MUNICIPALIDAD DISTRITAL DE HUACHOCOLPADISTRITO: HUACHOCOLPAPROVINCIA: TAYACAJAFECHA: MARZO 2012DEPARTAMENTO: HUANCAVELICAPARTIDADESCRIPCIONDISEO DE FIERROCANTIDADN DE ELEMENTOSLONG. DEL ELEMENTOLONGITUD POR EN M.L.1/4"3/8"1/2"5/8"3/4"1"01.04.01.02ZAPATAS ACERO F'Y=4200 KG/CM2MODULO 1Zapata 1eje xx5/8"281.8529.6eje yy5/8"2101.530Zapata 2eje xx5/8"3122.2079.2eje yy5/8"3102.0060Zapata 3eje xx5/8"161.659.9eje yy5/8"181.310.4Zapata 4eje xx5/8"3102.0060eje yy5/8"3101.8054Zapata 5eje xx5/8"161.8511.1eje yy5/8"1101.2512.5Zapata 6eje xx5/8"150.854.25eje yy5/8"161.156.9Zapata 7eje xx5/8"181.4511.6eje yy5/8"161.106.6MODULO 2Zapata 1eje xx5/8"181.8514.8eje yy5/8"1101.515Zapata 2eje xx5/8"2102.3547eje yy5/8"2122.1551.6Zapata 3eje xx5/8"261.3516.2eje yy5/8"281.0016Zapata 4eje xx5/8"281.8529.6eje yy5/8"2101.6533Zapata 5eje xx5/8"1101.2512.5eje yy5/8"161.7510.5Zapata 6eje xx5/8"180.957.6eje yy5/8"161.358.1Zapata 7eje xx5/8"160.84.8eje yy5/8"141.24.8MODULO 3Zapata 1eje xx5/8"191.6514.85eje yy5/8"1111.2513.75Zapata 2eje xx5/8"151.256.25eje yy5/8"171.057.35Zapata 3eje xx5/8"292.0536.9eje yy5/8"1111.8520.35Zapata 4eje xx5/8"371.8538.85eje yy5/8"391.437.8Zapata 5eje xx5/8"1111.2513.75eje yy5/8"191.7515.75Zapata 6eje xx5/8"2132.1555.9eje yy5/8"2112.452.8Zapata 7eje xx5/8"170.956.65eje yy5/8"151.356.75Zapata 8eje xx5/8"1112.1523.65eje yy5/8"1151.5523.25Zapata 9eje xx5/8"3102.472eje yy5/8"3131.974.1Zapata 10eje xx5/8"1112.426.4eje yy5/8"1132.1527.95Zapata 11eje xx5/8"1141.5521.7eje yy5/8"1112.0522.55MODULO 4Zapata 1eje xx5/8"1121.2515eje yy5/8"191.7515.75Zapata 2eje xx5/8"1142.0528.7eje yy5/8"1111.5517.05Zapata 3eje xx5/8"21.951.556.045eje yy5/8"2101.5030Zapata 4eje xx5/8"2102.3547eje yy5/8"2121.9045.6Zapata 5eje xx5/8"292.0536.9eje yy5/8"2111.8540.7Zapata 6eje xx5/8"1111.4015.4eje yy5/8"1132.2028.6Zapata 7eje xx5/8"182.1517.2eje yy5/8"1111.5517.05Zapata 8eje xx5/8"171.6511.55eje yy5/8"191.2010.8Zapata 9eje xx5/8"151.105.5eje yy5/8"161.006Diametro1/4"3/8"1/2"5/8"3/4"1"peso en kilos por M.L:0.250.581.021.62.264.04Long. Total por en ML.0.00001671.69500Unidades de Varilla de 9 ml0.000.000.00185.740.00Total Kilos por 0.000.0002674.71200Total Kilos2,808.45PARTIDADESCRIPCIONDISEO DE FIERROCANTIDADN DE ELEMENTOSLONG. DEL ELEMENTOLONGITUD POR EN M.L.1/4"3/8"1/2"5/8"3/4"1"8mm01.04.02.03COLUMNAS ACERO F'C=4200 KG/CM2MODULO 1C-13/4"2410.5584.4Eje F3/4"1411.5546.23/4"248.8570.8Eje F3/4"149.8539.45/8"2210.5542.20Eje F5/8"1211.5523.105/8"228.8535.40Eje F5/8"129.8519.70estribos3/8"2841.7285.60Eje F1881.7149.603/8"2671.7227.80Eje F1711.7120.70C-23/4"3610.55189.93/4"368.85159.35/8"3410.55126.605/8"348.85106.20estribos3/8"3843756.003/8"3673603.00C-31/2"149.236.801/2"1410.240.803/8"129.218.403/8"1210.220.40estribos8mm161161.008mm165165.00MODULO 2C-11/2"2210.843.201/2"228.433.603/4"2610.8129.63/4"268.4100.85/8"2210.843.25/8"228.433.6estribos3/8"2753450.003/8"2633378.00C-23/4"3410.8129.63/4"348.4100.85/8"3210.864.85/8"328.450.4estribos3/8"3751.5337.503/8"3631.5283.50C-31/2"368.7156.60estribos8mm3621186MODULO 3C-13/4"2610.751293/4"268.6103.25/8"2210.75435/8"228.634.4estribos3/8"2733.2467.203/8"2573.2364.80C-21/2"248.668.83/8"228.634.40estribos3/8"2591118.00C-33/4"2610.751293/4"268.6103.25/8"2410.75865/8"248.668.8estribos3/8"2733.8554.803/8"2573.8433.20C-43/4"3410.751293/4"348.6103.25/8"3410.751295/8"348.6103.2estribos3/8"3732.98652.623/8"3572.98509.58C-53/4"149.939.65/8"129.919.8estribos3/8"1601.590.00C-63/4"269.9118.85/8"249.979.2estribos3/8"2603.3396.00MODULO 4C-15/8"2611.4136.85/8"269.5114estribos3/8"2823.2524.803/8"2683.2435.20C-23/4"2411.491.23/4"249.5765/8"2411.491.25/8"249.576estribos3/8"2822.98488.723/8"2682.98405.28C-33/4"2610.7128.43/4"268.6103.25/8"2410.785.65/8"248.668.8estribos3/8"2823.8623.203/8"2683.8516.80C-41/2"4411176.003/8"421188.00estribos3/8"4701280.00ESCALERAC-13/4"428.0364.243/4"428.1565.25/8"427.963.2estribos3/8"4531.3275.60C-23/4"469.01216.24estribos3/8"4501.3260.00C-25/8"427.963.2estribos3/8"4511204.00Diametro1/4"3/8"1/2"5/8"3/4"1"8mmpeso en kilos por M.L:0.250.581.021.62.264.040.4Long. Total por en ML.0.0011352.7555.801556.62901.080312Unidades de Varilla de 9 ml0.001261.4161.76172.96322.340.0034.6666666667Total Kilos por 0.006584.57566.922490.566556.440.00124.80Total Kilos17,139.45PARTIDADESCRIPCIONDISEO DE FIERROCANTIDADN DE ELEMENTOSLONG. DEL ELEMENTOLONGITUD POR EN M.L.1/4"3/8"1/2"5/8"3/4"1"8mm01.04.03.03COLUMNETAS ACERO F'C=4200 KG/CM2MODULO 1PRIMER NIVELPRIMER NIVELEje 0columnetas3/8"841.341.60810.250.150.60.71.3estribos1/4"860.838.40Eje 13/8"644.4105.60610.250.152.951.454.4estribos1/4"6200.896.00410.250.151.151.452.63/8"442.641.60estribos1/4"4130.841.60Eje 23/8"644.4105.60610.250.152.951.454.4estribos1/4"6200.896.003/8"44464.00410.250.152.551.454estribos1/4"4170.854.40Eje A3/8"444.267.20410.250.152.751.454.2estribos1/4"4190.860.80110.250.152.151.453.63/8"143.614.40estribos1/4"1170.813.603/8"342.226.40310.250.150.751.452.2estribos1/4"3110.826.40Eje B,C y D3/8"343.643.20310.250.152.151.453.6estribos1/4"3170.840.80SEGUNDO NIVELEje 03/8"441.524.00410.250.150.60.91.5estribos1/4"470.822.403/8"442.0532.80410.250.151.150.92.05estribos1/4"480.825.60Eje 13/8"441.2520.00410.250.150.350.91.25estribos1/4"440.812.80Eje 23/8"842.7588.00810.250.151.850.92.75estribos1/4"8100.864.00Eje A3/8"14312.00110.250.152.60.93.5estribos1/4"1150.812.003/8"141.76.80110.250.151.220.92.12estribos1/4"1100.88.00SOPORTE DE BARANDA3/8"1341.788.401310.250.151.10.61.7estribos1/4"1370.872.80MODULO 2MODULO 2columneta3/8"643.7590.003/8"244.3534.803/8"842.7588.00estribos1/4"6130.862.41/4"2160.825.61/4"880.851.2MODULO 3columnetas3/8"1443.75210.003/8"244.3534.80estribos1/4"14130.8145.61/4"2160.825.6MODULO 4columnetas3/8"1442.1117.603/8"241.29.60estribos1/4"14130.8145.61/4"2160.825.6SEGUNDO NIVELMODULO 1columnetas3/8"442.0532.803/8"642.662.403/8"243.326.40estribos1/4"460.819.21/4"690.843.21/4"2130.820.8MODULO 2columneta3/8"642.662.403/8"243.326.403/8"842.0565.60estribos1/4"690.843.21/4"2130.820.81/4"860.838.4MODULO 3columnetas3/8"642.662.403/8"443.352.803/8"1042.0582.001/4"690.843.2estribos1/4"4130.841.61/4"1060.848MODULO 4columnetas3/8"442.641.603/8"343.339.603/8"842.0565.601/4"490.828.8estribos1/4"3130.831.21/4"860.838.4BARANDAS PASADIZOCOLUMNETAS3/8"4821.5144.003/8"4821.3124.80estribos1/4"4870.8268.8Diametro1/4"3/8"1/2"5/8"3/4"1"8mmpeso en kilos por M.L:0.250.581.021.62.264.040.4Long. Total por en ML.1852.802255.20.000000Unidades de Varilla de 9 ml205.87250.580.000.000.000.000Total Kilos por 463.201308.020.000.000.000.000.00Total Kilos1,859.78PARTIDADESCRIPCIONDISEO DE FIERROCANTIDADN DE ELEMENTOSLONG. DEL ELEMENTOLONGITUD POR EN M.L.1/4"3/8"1/2"5/8"3/4"1"8mm01.04.04.03VIGAS ACERO FY=4200 KG/CM2MODULO 1Porticos A3/4"1413.7555.001/2"1213.7527.505/8"1113.7513.753/4"1248.005/8"1144.003/4"124.48.805/8"114.44.40estribos3/8"1701.8126.003/4"14936.001/2"12918.00estribos3/8"1431.877.405/8"123.436.861/2"1236.001/2"121.32.605/8"123.57.00estribos3/8"111.81.80estribos3/8"111.951.95estribos3/8"112.052.05estribos3/8"112.22.20estribos3/8"112.352.35estribos3/8"112.42.40estribos3/8"116.56.50estribos3/8"112.582.58estribos3/8"111.61.60estribos3/8"112.652.65estribos3/8"112.722.72estribos3/8"112.762.76estribos3/8"112.822.82estribos3/8"112.842.845/8"1411.646.401/2"1211.623.201/2"122.24.401/2"122.85.60estribos3/8"1511.471.40Porticos B,C3/4"2413.75110.001/2"2213.7555.005/8"2113.7527.503/4"224.1516.603/4"223.614.405/8"213.67.20estribos3/8"2701.8252.005/8"223.4313.721/2"22312.001/2"221.35.205/8"223.514.00estribos3/8"211.83.60estribos3/8"211.953.90estribos3/8"212.054.10estribos3/8"212.24.40estribos3/8"212.354.70estribos3/8"212.44.80estribos3/8"216.513.00estribos3/8"212.585.16estribos3/8"211.63.20estribos3/8"212.655.30estribos3/8"212.725.44estribos3/8"212.765.52estribos3/8"212.825.64estribos3/8"212.845.683/4"2211.546.001/2"2211.546.003/4"229.7539.005/8"222.710.805/8"22312.005/8"222.28.80estribos3/8"2411.8147.60estribos3/8"281.422.40Portico D5/8"1413.754.805/8"123.176.341/2"113.173.175/8"122.55.005/8"123.156.305/8"122.755.50estribos3/8"1271.848.60estribos3/8"1471.465.805/8"1211.3222.645/8"128.817.60estribos8mm140140.001/2"1236.001/2"121.32.605/8"123.57.00estribos3/8"111.81.80estribos3/8"111.951.95estribos3/8"112.052.05estribos3/8"112.22.20estribos3/8"112.352.35estribos3/8"112.42.40estribos3/8"116.56.50estribos3/8"112.582.58estribos3/8"111.61.60estribos3/8"112.652.65estribos3/8"112.722.72estribos3/8"112.762.76estribos3/8"112.822.82estribos3/8"112.842.841/2"1410.8343.321/2"122.24.40estribos8mm141141.00estribos8mm1101.414.00Portico E3/8"1411.3545.405/8"1111.3511.351/2"1211.3522.703/4"112.32.303/4"123.67.20estribos3/8"1521.893.605/8"123.436.861/2"1236.001/2"121.32.605/8"123.57.00estribos3/8"111.81.80estribos3/8"111.951.95estribos3/8"112.052.05estribos3/8"112.22.20estribos3/8"112.352.35estribos3/8"112.42.40estribos3/8"116.56.50estribos3/8"112.582.58estribos3/8"111.61.60estribos3/8"112.652.65estribos3/8"112.722.72estribos3/8"112.762.76estribos3/8"112.822.82estribos3/8"112.842.843/4"149.839.201/2"129.819.605/8"122.75.405/8"122.755.50estribos3/8"1411.873.80Portico F5/8"147.228.805/8"122.755.50estribos3/8"1371.451.805/8"148.935.603/8"128.917.80estribos3/8"1471.465.805/8"1211.3222.645/8"128.817.60estribos8mm140140.001/2"1236.001/2"121.32.605/8"123.57.00estribos3/8"111.81.80estribos3/8"111.951.95estribos3/8"112.052.05estribos3/8"112.22.20estribos3/8"112.352.35estribos3/8"112.42.40estribos3/8"116.56.50estribos3/8"112.582.58estribos3/8"111.61.60estribos3/8"112.652.65estribos3/8"112.722.72estribos3/8"112.762.76estribos3/8"112.822.82estribos3/8"112.842.841/2"148.935.60estribos8mm140140.00Primer AligeradoV. Mandileje 15/8"1412.0548.203/8"1212.0524.10estribos3/8"1721.5108.00V.S Eje 15/8"1419.7579.00estribos3/8"1971.3126.10V.S Eje 25/8"1419.7579.00estribos3/8"1971.3126.10V. Mandileje 23/8"1420.0580.203/8"1220.0540.10estribos3/8"11271.3165.10Segundo AligeradoV. Canal1/2"1411.6546.603/8"1211.6523.30estribos3/8"1681.5102.003/8"1511.6558.25estribos3/8"1450.940.50V.CH Eje 15/8"1419.7579.00estribos3/8"1971.3126.10V.CH Eje 25/8"1419.7579.00estribos3/8"1971.3126.10V. Canal1/2"1419.1576.603/8"1219.1538.30estribos3/8"1971.5145.503/8"1519.15estribos3/8"1720.964.80Nivel 2do techo5/8"1419.7579.00estribos3/8"1971.3126.10MODULO 2Porticos B,D5/8"241296.005/8"223.212.801/2"211.753.503/4"223.2513.00estribos3/8"2481.4134.40estribos3/8"2131.846.805/8"221248.005/8"228.935.60estribos8mm24011/2"222.8511.401/2"221.35.205/8"223.212.80estribos3/8"211.753.50estribos3/8"211.853.70estribos3/8"2124.00estribos3/8"212.154.30estribos3/8"212.254.50estribos3/8"212.354.70estribos3/8"212.454.90estribos3/8"212.555.10estribos3/8"212.65.20estribos3/8"212.655.30estribos3/8"212.75.40estribos3/8"212.745.48estribos3/8"212.785.561/2"249.878.401/2"211.63.201/2"211.83.60estribos8mm241182.00Porticos C,E3/4"2411.3590.801/2"2211.3545.405/8"2111.3522.703/4"224.4517.803/4"213.056.10estribos3/8"2571.8205.205/8"225.0520.201/2"222.8511.401/2"221.35.205/8"223.212.80estribos3/8"211.753.50estribos3/8"211.853.70estribos3/8"2124.00estribos3/8"212.154.30estribos3/8"212.254.50estribos3/8"212.354.70estribos3/8"212.454.90estribos3/8"212.555.10estribos3/8"212.65.20estribos3/8"212.655.30estribos3/8"212.75.40estribos3/8"212.745.48estribos3/8"212.785.563/4"249.878.401/2"229.839.203/4"223.2513.00estribos3/8"2421.8151.20Porticos F5/8"147.228.805/8"112.752.75estribos3/8"1361.450.405/8"148.935.601/2"128.917.805/8"1122.001/2"1122.00estribos3/8"1471.465.805/8"221248.005/8"228.935.60estribos8mm240180.001/2"222.8511.401/2"221.35.205/8"223.212.80estribos3/8"211.753.50estribos3/8"211.853.70estribos3/8"2124.00estribos3/8"212.154.30estribos3/8"212.254.50estribos3/8"212.354.70estribos3/8"212.454.90estribos3/8"212.555.10estribos3/8"212.65.20estribos3/8"212.655.30estribos3/8"212.75.40estribos3/8"212.745.48estribos3/8"212.785.561/2"249.878.401/2"211.63.201/2"211.83.60estribos8mm241182.00Primer AligeradoV.M 121/2"1415.762.803/8"1215.731.40estribos3/8"11031.5154.50V.S Eje 125/8"1415.562.003/8"1215.531.00estribos3/8"1991.3128.70V.S Eje 145/8"1415.562.003/8"1215.531.00estribos3/8"1991.3128.70Segundo AligeradoV. Canal1/2"1415.562.003/8"1715.5108.50estribos3/8"1991.5148.50estribos3/8"1580.952.20V.S Eje 125/8"1415.562.003/8"1215.5estribos3/8"1991.3128.70V.S Eje 145/8"1415.562.003/8"1215.531.00estribos3/8"1991.3128.70V. Canal1/2"1415.562.003/8"1715.5108.50estribos3/8"1991.5148.50estribos3/8"1580.952.20Nivel 2do techo5/8"1415.562.003/8"1215.531.00estribos3/8"1991.3128.70MODULO 3Porticos 15/8"147.2529.001/2"127.2514.50estribos3/8"1391.350.705/8"147.2529.00estribos8mm1321.341.601/2"147.4529.80estribos8mm1330.929.701/2"126.7513.501/2"127.214.40estribos8mm1360.932.40Porticos 13/4"147.2529.005/8"117.257.251/2"127.2514.503/4"122.655.305/8"112.652.653/4"122.655.305/8"112.652.65estribos3/8"1331.756.103/4"147.429.601/2"127.414.803/4"122.855.705/8"112.852.853/4"122.85Porticos 35/8"127.515.005/8"1236.001/2"1133.005/8"1210.951/2"1210.320.605/8"121.73.405/8"112.752.75estribos8mm1340.930.601/2"122.75.401/2"121.753.505/8"123.26.40estribos3/8"111.551.55estribos3/8"111.641.64estribos3/8"111.721.72estribos3/8"111.81.80estribos3/8"111.881.88estribos3/8"111.941.94estribos3/8"111.981.98estribos3/8"112.022.02estribos3/8"112.082.08estribos3/8"112.12.10estribos3/8"112.142.14estribos3/8"112.182.18estribos3/8"112.22.20estribos3/8"112.242.24estribos3/8"112.262.261/2"147.4529.80estribos8mm1340.930.60Porticos 43/4"1410.742.805/8"1110.710.701/2"1210.721.403/4"123.957.905/8"113.953.953/4"122.755.50estribos3/8"1481.781.605/8"123.496.981/2"122.75.401/2"121.753.505/8"123.26.40estribos3/8"111.551.55estribos3/8"111.641.64estribos3/8"111.721.72estribos3/8"111.81.80estribos3/8"111.881.88estribos3/8"111.941.94estribos3/8"111.981.98estribos3/8"112.022.02estribos3/8"112.082.08estribos3/8"112.12.10estribos3/8"112.142.14estribos3/8"112.182.18estribos3/8"112.22.20estribos3/8"112.242.24estribos3/8"112.262.263/4"147.630.401/2"127.615.203/4"142.811.20estribos3/8"1341.757.80Porticos 53/4"1412.951.601/2"1212.925.803/4"132.958.855/8"112.752.75estribos3/8"1761.7129.205/8"1212.825.605/8"127.214.40estribos8mm1320.928.801/2"122.75.401/2"121.753.505/8"123.26.40estribos3/8"111.551.55estribos3/8"111.641.64estribos3/8"111.721.72estribos3/8"111.81.80estribos3/8"111.881.88estribos3/8"111.941.94estribos3/8"111.981.98estribos3/8"112.022.02estribos3/8"112.082.08estribos3/8"112.12.10estribos3/8"112.142.14estribos3/8"112.182.18estribos3/8"112.22.20estribos3/8"112.242.24estribos3/8"112.262.265/8"147.228.80estribos8mm1320.928.805/8"1210.721.405/8"127.414.80estribos8mm1320.928.801/2"113.053.051/2"122.85.601/2"121.73.40estribos3/8"112.662.66estribos3/8"112.642.64estribos3/8"112.582.58estribos3/8"112.542.54estribos3/8"112.482.48estribos3/8"112.442.44estribos3/8"112.382.38estribos3/8"112.322.32estribos3/8"112.242.24estribos3/8"112.162.16estribos3/8"112.082.08estribos3/8"111.961.96estribos3/8"111.841.84estribos3/8"111.721.72estribos3/8"111.581.58Porticos 63/4"1412.951.601/2"1212.925.803/4"132.958.855/8"112.752.75estribos3/8"1761.7129.205/8"1212.825.605/8"127.214.40estribos8mm1320.928.801/2"122.75.401/2"121.753.505/8"123.26.40estribos3/8"111.551.55estribos3/8"111.641.64estribos3/8"111.721.72estribos3/8"111.81.80estribos3/8"111.881.88estribos3/8"111.941.94estribos3/8"111.981.98estribos3/8"112.022.02estribos3/8"112.082.08estribos3/8"112.12.10estribos3/8"112.142.14estribos3/8"112.182.18estribos3/8"112.22.20estribos3/8"112.242.24estribos3/8"112.262.265/8"147.228.80estribos8mm1320.928.805/8"1210.721.405/8"127.414.80estribos8mm1320.928.801/2"113.053.051/2"122.85.601/2"121.73.40estribos3/8"112.662.66estribos3/8"112.642.64estribos3/8"112.582.58estribos3/8"112.542.54estribos3/8"112.482.48estribos3/8"112.442.44estribos3/8"112.382.38estribos3/8"112.322.32estribos3/8"112.242.24estribos3/8"112.162.16estribos3/8"112.082.08estribos3/8"111.961.96estribos3/8"111.841.84estribos3/8"111.721.72estribos3/8"111.581.58Porticos 75/8"1410.742.801/2"1210.721.405/8"122.24.405/8"123.46.80estribos3/8"1611.7103.705/8"113.353.351/2"112.72.701/2"111.751.755/8"113.23.20estribos3/8"111.551.55estribos3/8"111.641.64estribos3/8"111.721.72estribos3/8"111.81.80estribos3/8"111.881.88estribos3/8"111.941.94estribos3/8"111.981.98estribos3/8"112.022.02estribos3/8"112.082.08estribos3/8"112.12.10estribos3/8"112.142.14estribos3/8"112.182.18estribos3/8"112.22.20estribos3/8"112.242.24estribos3/8"112.262.263/4"147.730.801/2"127.715.40estribos3/8"1461.778.20Primer AligeradoV.M. I5/8"1424.999.603/8"1224.949.80estribos3/8"11161.5174.00Eje I5/8"1433.1132.401/2"1233.166.201/2"1122.001/2"113.23.201/2"113.13.101/2"113.23.205/8"124.559.105/8"123.16.205/8"1224.00estribos3/8"11491.5223.50Eje J5/8"1413.654.401/2"1213.627.205/8"122.65.205/8"124.28.405/8"122.354.70estribos8mm1661.7112.20Eje K5/8"1433.1132.401/2"1233.166.201/2"1122.001/2"113.23.201/2"113.13.101/2"113.23.205/8"124.559.105/8"123.16.205/8"1224.00estribos3/8"11491.5223.50V.M. K5/8"147.128.403/8"127.114.20estribos3/8"1311.546.50Segundo AligeradoV. Canal3/8"1224.9549.901/2"1424.9599.80estribos3/8"1931.5139.503/8"1524.95124.75estribos3/8"11490.9134.10Eje I5/8"1433.1132.401/2"1233.166.201/2"1122.001/2"113.23.201/2"113.13.101/2"113.23.205/8"124.559.105/8"123.16.205/8"1224.00estribos3/8"11491.5223.50Eje J5/8"147.151/2"127.1514.305/8"122.65.205/8"122.55.00estribos8mm1351.759.505/8"146.4525.801/2"126.4512.905/8"122.34.605/8"122.354.70estribos8mm1311.752.70Eje K5/8"1420.381.201/2"1220.340.601/2"112.12.101/2"113.23.201/2"113.13.101/2"113.23.201/2"112.052.05estribos3/8"1911.3118.305/8"147.329.201/2"127.314.605/8"141.97.60estribos3/8"1311.340.305/8"146.6526.601/2"126.6513.305/8"142.18.40estribos3/8"1271.335.10V. Canal3/8"1233.166.201/2"1433.1132.40estribos3/8"11491.5223.503/8"1533.1165.50estribos3/8"21220.9219.60Nivel 2do techoEje I5/8"1420.381.201/2"1220.340.601/2"112.12.101/2"113.23.201/2"113.13.101/2"113.23.201/2"112.052.05estribos3/8"1911.55/8"147.329.201/2"127.314.605/8"141.97.60estribos3/8"1311.546.505/8"146.6526.601/2"126.6513.305/8"142.18.40estribos3/8"1271.540.50MODULO 4Portico 83/4"1412.9551.805/8"1112.9512.951/2"1212.9525.905/8"122.95.805/8"112.752.75estribos3/8"1761.7129.205/8"1212.725.405/8"127.2514.505/8"111.71.70estribos8mm1320.928.801/2"122.955.901/2"122.054.105/8"123.356.70estribos3/8"111.561.56estribos3/8"111.641.64estribos3/8"111.721.72estribos3/8"111.81.80estribos3/8"111.881.88estribos3/8"111.941.94estribos3/8"111.981.98estribos3/8"112.022.02estribos3/8"112.082.08estribos3/8"112.12.10estribos3/8"112.142.14estribos3/8"112.182.18estribos3/8"112.22.20estribos3/8"112.242.24estribos3/8"112.262.261/2"122.955.901/2"121.953.90estribos3/8"112.662.66estribos3/8"112.642.64estribos3/8"112.582.58estribos3/8"112.542.54estribos3/8"112.482.48estribos3/8"112.442.44estribos3/8"112.382.38estribos3/8"112.322.32estribos3/8"112.242.24estribos3/8"112.162.16estribos3/8"112.082.08estribos3/8"111.961.96estribos3/8"111.841.84estribos3/8"111.721.72estribos3/8"111.581.581/2"1210.7521.501/2"127.414.801/2"112.92.90estribos8mm1320.928.80Porticos 93/4"1412.9551.805/8"1112.9512.951/2"1212.9525.905/8"122.755.505/8"113.153.15estribos3/8"1761.7129.205/8"1212.725.405/8"127.2514.505/8"111.71.70estribos8mm1320.928.801/2"122.955.901/2"122.054.105/8"123.356.70estribos3/8"111.561.56estribos3/8"111.641.64estribos3/8"111.721.72estribos3/8"111.81.80estribos3/8"111.881.88estribos3/8"111.941.94estribos3/8"111.981.98estribos3/8"112.022.02estribos3/8"112.082.08estribos3/8"112.12.10estribos3/8"112.142.14estribos3/8"112.182.18estribos3/8"112.22.20estribos3/8"112.242.24estribos3/8"112.262.261/2"122.955.901/2"121.953.90estribos3/8"112.662.66estribos3/8"112.642.64estribos3/8"112.582.58estribos3/8"112.542.54estribos3/8"112.482.48estribos3/8"112.442.44estribos3/8"112.382.38estribos3/8"112.322.32estribos3/8"112.242.24estribos3/8"112.162.16estribos3/8"112.082.08estribos3/8"111.961.96estribos3/8"111.841.84estribos3/8"111.721.72estribos3/8"111.581.581/2"147.4529.80estribos8mm1340.930.601/2"1210.7521.501/2"127.414.801/2"112.92.90estribos8mm1320.928.80Porticos 103/4"1410.7543.005/8"1110.7510.751/2"1210.7521.503/4"123.957.903/4"122.755.50estribos3/8"1481.781.605/8"123.557.101/2"122.955.901/2"122.054.105/8"123.356.70estribos3/8"111.561.56estribos3/8"111.641.64estribos3/8"111.721.72estribos3/8"111.81.80estribos3/8"111.881.88estribos3/8"111.941.94estribos3/8"111.981.98estribos3/8"112.022.02estribos3/8"112.082.08estribos3/8"112.12.10estribos3/8"112.142.14estribos3/8"112.182.18estribos3/8"112.22.20estribos3/8"112.242.24estribos3/8"112.262.263/4"147.730.805/8"117.77.701/2"127.715.403/4"142.7511.00estribos3/8"1341.757.80Porticos 115/8"1211.122.201/2"1111.111.105/8"123.056.101/2"113.053.055/8"127.515.001/2"121.83.601/2"122.755.501/2"122.254.50estribos3/8"1151.725.50estribos3/8"1391.350.70estribos3/8"160.95.405/8"1210.3520.705/8"127.2314.465/8"111.551.55estribos8mm1340.930.601/2"122.955.901/2"122.054.105/8"123.356.70estribos3/8"111.561.56estribos3/8"111.641.64estribos3/8"111.721.72estribos3/8"111.81.80estribos3/8"111.881.88estribos3/8"111.941.94estribos3/8"111.981.98estribos3/8"112.022.02estribos3/8"112.082.08estribos3/8"112.12.10estribos3/8"112.142.14estribos3/8"112.182.18estribos3/8"112.22.20estribos3/8"112.242.24estribos3/8"112.262.261/2"147.4529.801/2"112.052.05estribos8mm1340.930.60Porticos 123/4"147.630.405/8"117.67.601/2"127.615.203/4"142.7511.005/8"122.755.50estribos3/8"1341.757.803/4"147.730.805/8"117.77.701/2"127.715.403/4"122.755.505/8"122.755.50estribos3/8"1351.759.50Porticos 135/8"147.2529.001/2"117.257.251/2"127.2514.50estribos3/8"1391.350.705/8"147.2529.005/8"111.651.65estribos8mm1350.931.501/2"147.4529.801/2"112.052.05estribos8mm1330.929.70Primer AligeradoV.M5/8"1419.578.003/8"1219.539.00estribos3/8"1901.5135.00Eje I5/8"1428.05112.201/2"1228.0556.105/8"122.14.205/8"124.559.101/2"113.23.201/2"113.13.101/2"113.23.201/2"112.152.15estribos3/8"11221.5183.00Eje J1/2"147.228.805/8"127.214.40estribos8mm1301.236.00Eje K5/8"1428.05112.201/2"1228.0556.105/8"112.12.105/8"113.13.101/2"113.23.201/2"113.13.101/2"113.23.201/2"112.152.15estribos3/8"11221.5183.00V.M. K5/8"147.429.603/8"127.414.80estribos3/8"1311.340.30Segundo AligeradoV. Canal3/8"1219.2538.501/2"1419.2577.00estribos3/8"1901.5135.003/8"1519.2596.25estribos3/8"1700.963.00Eje I5/8"1428.05112.201/2"1228.0556.105/8"122.14.205/8"124.559.101/2"113.23.201/2"113.13.101/2"113.23.201/2"112.152.15estribos3/8"11221.5183.00Eje J1/2"147.228.805/8"127.214.40estribos8mm1301.236.00Eje K5/8"147.329.201/2"127.314.605/8"112.12.105/8"111.91.90estribos3/8"1311.546.505/8"1420.381.201/2"1220.340.601/2"112.12.101/2"113.23.201/2"113.13.101/2"113.23.201/2"112.12.10estribos3/8"1911.3118.30V. Canal3/8"1226.853.601/2"1426.8107.20estribos3/8"11221.5183.003/8"1526.8134.00estribos3/8"11000.990.00Nivel 2do techoEje I5/8"147.329.201/2"127.314.605/8"122.14.205/8"121.93.80estribos3/8"1311.546.505/8"1420.381.201/2"1220.340.601/2"112.12.101/2"113.23.201/2"113.13.101/2"113.23.201/2"112.12.10estribos3/8"1911.5136.50ESCALERAEJE XVIGA 15/8"445.4286.721/2"441.727.201/2"425.1341.04estribos3/8"4271.3140.40VIGA 1"5/8"445.2784.325/8"422.419.201/2"441.727.20estribos3/8"4240.986.40VIGA 25/8"445.4286.721/2"441.727.201/2"425.1341.043/8"4271.3140.40VIGA MANDIL5/8"265.4265.04estribos3/8"2271.9102.60VIGA CANAL5/8"2115.2114.40estribos3/8"2271.9102.60EJE YVIGA G-H5/8"423.2926.325/8"427.9563.605/8"426.4451.521/2"421.5112.081/2"423.124.801/2"427.4259.36estribos3/8"2531.3137.803/4"427.761.63/4"425.6845.443/4"423.0824.641/2"427.3358.645/8"423.326.405/8"421.814.40estribos3/8"4251.3130.004191.7129.20Diametro1/4"3/8"1/2"5/8"3/4"1"8mmpeso en kilos por M.L:0.250.581.021.62.264.040.4Long. Total por en ML.0.0012297.283327.954786.291337.1801321.3Unidades de Varilla de 9 ml0.001366.36369.77531.81148.580.00146.81Total Kilos por 0.007132.423394.517658.063022.030.00528.52Total Kilos22,822.32PARTIDADESCRIPCIONDISEO DE FIERROCANTIDADN DE ELEMENTOSLONG. DEL ELEMENTOLONGITUD POR EN M.L.1/4"3/8"1/2"5/8"3/4"1"01.04.05.03VIGUETAS ACERO FY=4200 KG/CM2MODULO 1Eje 03/8"821.117.60420.9estribos1/4"840.825.60Eje 1-13/8"122.184.36111.8750.32.175estribos1/4"170.85.603/8"121.93.80111.60.31.9estribos1/4"160.84.803/8"122.234.46111.9250.32.225estribos1/4"170.85.603/8"122.65.20122.30.32.6estribos1/4"190.87.20Eje 2 -23/8"1236.00112.70.33estribos1/4"1110.88.803/8"123.16.20112.80.33.1estribos1/4"1120.89.603/8"121.933.86111.6250.31.925estribos1/4"160.84.803/8"121.953.90111.650.31.95estribos1/4"160.84.803/8"122.985.96112.6750.32.975estribos1/4"1110.88.80Eje A-A3/8"121.292.58110.990.31.29estribos1/4"130.82.403/8"121.152.30110.850.31.15estribos1/4"120.81.603/8"126.513.00116.20.36.5estribos1/4"1290.823.203/8"121.152.30110.850.31.15estribos1/4"120.81.603/8"121.292.58110.990.31.29estribos1/4"130.82.40Eje A y B3/8"12714.00116.70.37estribos1/4"1310.824.80Eje ,C y D3/8"126.9513.90116.650.36.95estribos1/4"1300.824.00SEGUNDO NIVELEje 03/8"222.359.40212.050.32.35estribos1/4"2100.816.003/8"221.24.80210.90.31.2estribos1/4"230.84.80Eje 13/8"122.65.20122.30.32.6estribos1/4"190.87.20Eje 23/8"121.93.80111.60.31.9estribos1/4"160.84.803/8"123.136.26112.8250.33.125estribos1/4"1120.89.603/8"121.953.90111.650.31.95estribos1/4"160.84.803/8"122.935.86112.6250.32.925estribos1/4"160.84.80MODULO 23/8"1224.00123.26.40122.14.20123.086.16422.5520.401/4"160.281.681120.283.36160.281.681110.283.08490.2810.08MODULO 33/8"222.8511.40124.058.10223.0512.20122.955.90122.3754.75126.0512.101/4"2100.285.61150.284.22110.286.161100.282.81110.283.081250.287MODULO 43/8"222.8511.40124.058.10223.0512.20122.955.90122.3754.75126.0512.102100.285.61/4"1150.284.22110.286.161100.282.81110.283.081250.287SEGUNDO NIVELMODULO 23/8"1224.00123.26.40122.14.20123.156.30422.5520.401/4"160.281.681120.283.36170.281.961120.283.36490.2810.08MODULO 33/8"222.9511.80124.058.10124.9759.95123.9757.95122.855.70223.0512.20122.3754.75126.913.80122.254.501/4"2110.286.161160.284.481240.286.721150.284.21100.282.82110.286.16170.281.961300.288.4170.281.96MODULO 43/8"124.89.60222.9511.80124.038.06122.374.74222.259.00122.955.901/4"1200.285.62110.286.161160.284.48180.282.241110.283.082100.285.6Diametro1/4"3/8"1/2"5/8"3/4"1"peso en kilos por M.L:0.250.581.021.62.264.04Long. Total por en ML.385.60470.430000Unidades de Varilla de 9 ml42.8452.270.000.000.000.00Total Kilos por 48.58215.51060000Total Kilos277.30PARTIDADESCRIPCIONDISEO DE FIERROCANTIDADN DE ELEMENTOSLONG. DEL ELEMENTOLONGITUD POR EN M.L.1/4"3/8"1/2"5/8"3/4"1"01.04.06.05LOSA ALIGERADA ACERO FY=4200 KG/CM2MODULO 1Primer aligeradoVIGUETASacero de ref superior"ejes V.M1-1"1/2"421.411.201/2"422.520.00acero princ inferior"ejes V.M1-1"1/2"4112.0548.20acero de ref superior"ejes 1-2"1/2"2011.428.001/2"2042.5200.001/2"2011.326.00acero princ inferior"ejes 1-2"1/2"20120.4408.00acero de ref superior"ejes 2-V.M2"1/2"611.48.401/2"632.545.003/8"632.545.001/2"614.2525.50acero princ inferior"ejes 2-V.M2"1/2"6117.8106.80acero de temperatura"portico A-D"1/4"15412.9696.6acero de temperatura"portico D-F"1/4"11811.2201.6Segundo aligeradoVIGUETASacero de ref superior"ejes V.M1-1"3/8"421.29.603/8"422.520.00acero princ inferior"ejes V.M1-1"1/2"4112.0548.20acero de ref superior"ejes 1-2"3/8"421.29.603/8"422.520.001/2"2011.326.00acero princ inferior"ejes 1-2"1/2"20120.4408.00acero de ref superior"ejes 2-V.M2"3/8"421.29.603/8"422.520.001/2"2011.326.00acero princ inferior"ejes 2-V.M2"1/2"20120.4408.00acero de temperatura"portico A-D"1/4"15412.9696.6acero de temperatura"portico D-F"1/4"11811.2201.6MODULO 2Primer aligeradoVIGUETASacero de ref superior"ejes V.M12-12"1/2"611.37.801/2"622.530.001/2"613.822.80acero princ inferior"ejes V.M12-12"1/2"6115.4592.70acero de ref superior"ejes 12-14"1/2"2021.352.001/2"2032.5150.00acero princ inferior"ejes 12-14"1/2"20115.45309.00acero de temperatura"portico B-F"1/4"17111.2795.2Segundo aligeradoVIGUETASacero de ref superior"ejes V.M12-12"3/8"621.315.603/8"632.545.00acero princ inferior"ejes V.M12-12"1/2"6115.4592.70acero de ref superior"ejes 12-14"3/8"2021.352.003/8"2032.5150.00acero princ inferior"ejes 12-14"1/2"20115.45309.00acero de temperatura"portico B-F"1/4"17111.2795.2MODULO 3Primer aligeradoVIGUETASacero de ref superior"ejes 3-7"1/2"513.1515.751/2"512.9514.751/2"513.6518.251/2"514.321.501/2"511.457.253/8"512.2511.253/8"512.814.003/8"513.316.50acero princ inferior"ejes 3-7"1/2"5124.8124.00acero de ref inferior"ejes 3-7"3/8"5113.0065.00acero de ref superior"ejes 1-5"1/2"1621.3543.201/2"1632.95141.603/8"1632.25108.00acero princ inferior"ejes 1-5"1/2"16120.15322.40acero de ref superior"ejes 6-7"1/2"1621.2239.041/2"1612.2536.00acero princ inferior"ejes 6-7"1/2"1617.30116.80acero de ref superior"ejes 5-6"1/2"1621.1536.801/2"1612.3036.80acero princ inferior"ejes 5-6"1/2"1627.00224.00acero de ref superior"ejes 5-6"1/2"621.2214.641/2"622.2527.00acero princ inferior"ejes 5-6"1/2"617.3043.80acero eje xx1/2"116.606.601/2"116.406.401/2"116.206.201/2"116.006.00acero eje yy1/2"3211.0032.00acero de temperatura"ejes 3-7"1/4"11152.5287.5acero de temperatura"ejes 1-5"1/4"1926.85630.2acero de temperatura"ejes 5-6"1/4"1346.6224.4acero de temperatura"ejes 5-6"1/4"1346.6224.4acero de temperatura"ejes 5-6"1/4"1342.585Segundo aligeradoVIGUETASacero de ref superior"ejes 3-7"1/2"513.1515.751/2"512.9514.751/2"513.6518.251/2"514.3021.501/2"511.658.253/8"513.3016.50acero princ inferior"ejes 3-7"1/2"5124.8124.00acero de refuerzo inferior 3-73/8"517.839.00acero de ref superior"ejes 1-5"1/2"1611.320.801/2"1622.5581.601/2"1612.9547.20acero princ inferior"ejes 1-5"1/2"16120.15322.40acero de ref superior"ejes 5-6"1/2"1622.580.00acero princ inferior"ejes 5-6"1/2"1617.00112.00acero de ref superior"ejes 6-7"1/2"1621.1536.801/2"1612.2536.00acero princ inferior"ejes 6-7"1/2"1616.94111.04acero de ref superior"ejes 5-6"1/2"621.1513.801/2"612.2513.50acero princ inferior"ejes 5-6"1/2"617.343.80acero de temperatura"ejes 3-7"1/4"11152.5287.5acero de temperatura"ejes 1-5"1/4"1926.85630.2acero de temperatura"ejes 5-6"1/4"1346.6224.4acero de temperatura"ejes 5-6"1/4"1346.6224.4acero de temperatura"ejes 5-6"1/4"1342.585MODULO 4Primer aligeradoVIGUETASacero de ref superior"ejes 8-11"1/2"611.911.401/2"614.728.201/2"612.9517.701/2"612.8517.101/2"613.319.80acero princ inferior"ejes 8-11"1/2"6117.7106.203/8"6117.7106.20acero de ref superior"ejes 8-9"1/2"1622.683.201/2"1613.1550.40acero princ inferior"ejes 8-9"1/2"1617112.00acero de ref superior"ejes 8-9"1/2"621.821.60acero princ inferior"ejes 8-9"1/2"617.1542.90acero de ref superior"ejes 9-13"1/2"1621.9562.401/2"1633.05146.40acero princ inferior"ejes 9-13"1/2"16117.1273.60acero princ inferior jardin3/8"115.15.103/8"113.753.75acero de temperatura"ejes 8-11"1/4"1762.5190acero de temperatura"ejes 8-9"1/4"1346.9234.6acero de temperatura"ejes 8-9"1/4"1352.587.5acero de temperatura"ejes 9-13"1/4"1906.85616.5Segundo aligeradoVIGUETASacero de ref superior"ejes 8-11"1/2"611.911.401/2"614.728.201/2"612.9517.701/2"612.8517.101/2"613.319.80acero princ inferior"ejes 8-11"1/2"6117.7106.203/8"6117.7106.20acero de ref superior"ejes 8-9"1/2"1622.683.201/2"1613.1550.40acero princ inferior"ejes 8-9"1/2"1617112.00acero de ref superior"ejes 8-9"1/2"621.821.601/2"614.828.80acero princ inferior"ejes 8-9"1/2"617.1542.90acero de ref superior"ejes 9-13"1/2"1621.9562.401/2"1633.05146.40acero princ inferior"ejes 9-13"1/2"16117.1273.60acero princ inferior jardin3/8"115.15.103/8"113.753.75acero de temperatura"ejes 8-11"1/4"1762.5190acero de temperatura"ejes 8-9"1/4"1346.9234.6acero de temperatura"ejes 8-9"1/4"1352.587.5acero de temperatura"ejes 9-13"1/4"1906.85616.5Diametro1/4"3/8"1/2"5/8"3/4"1"peso en kilos por M.L:0.250.581.021.62.264.04Long. Total por en ML.8547.00896.757386.12000Unidades de Varilla de 9 ml949.6799.64820.680.000.000Total Kilos por 2136.75520.1157533.8424000Total Kilos10,700.24PARTIDADESCRIPCIONDISEO DE FIERROCANTIDADN DE ELEMENTOSLONG. DEL ELEMENTOLONGITUD POR EN M.L.1/4"3/8"1/2"5/8"3/4"1"01.04.07LOSA MACIZA ACERO FY=4200 KG/CM2MODULO 1jardinera1/2"315.1515.451/2"2011.6533.00MODULO 4Acero superior ejexx (eje 8-9)1/2"3017.10213.00Acero superior eje yy (eje 8-9)1/2"3017.10213.00Acero inferior ejexx (eje 8-9)1/2"3017.10213.00Acero inferior eje yy (eje 8-9)1/2"3017.10213.00TECHO DE ESCALERAEJE X1/2"2258400.00EJE Y1/2"2365.5396.00Diametro1/4"3/8"1/2"5/8"3/4"1"peso en kilos por M.L:0.250.581.021.62.264.04Long. Total por en ML.0.0001696.45000Unidades de Varilla de 9 ml0.000.00188.490.000.000.00Total Kilos por 0.0001730.379000Total Kilos1,816.90PARTIDADESCRIPCIONDISEO DE FIERROCANTIDADN DE ELEMENTOSLONG. DEL ELEMENTOLONGITUD POR EN M.L.1/4"3/8"1/2"5/8"3/4"1"01.04.07ESCALERA ACERO FY=4200 KG/CM2MODULO 15/8"1312.1527.955/8"1310.9011.705/8"1310.354.555/8"1310.8010.405/8"1310.668.581/2"2212.2549.50MODULO 4Acero superior ejexx (eje 8-9)1/2"3017.10213.00Acero superior eje yy (eje 8-9)1/2"3017.10213.00Acero inferior ejexx (eje 8-9)1/2"3017.10213.00Acero inferior eje yy (eje 8-9)1/2"3017.10213.00TECHO DE ESCALERAEJE X1/2"2258400.00EJE Y1/2"2365.5396.00Diametro1/4"3/8"1/2"5/8"3/4"1"peso en kilos por M.L:0.250.581.021.62.264.04Long. Total por en ML.0.0001697.563.1800Unidades de Varilla de 9 ml0.000.00188.610.000.000.00Total Kilos por 0.0001731.45000Total Kilos1,818.02PARTIDADESCRIPCIONDISEO DE FIERROCANTIDADN DE ELEMENTOSLONG. DEL ELEMENTOLONGITUD POR EN M.L.1/4"3/8"1/2"5/8"3/4"1"01.04.09.03DETALLES ACERO FY=4200 KG/CM2LOSAEJE X1/2"526.262525.454524.444EJE Y1/2"521.1411.4521.2312.3521.3213.2521.414521.4714.7521.5315.3521.5815.8521.6616.6541.6833.6LAVADEROMESAEJE XSS.HH varones3/8"134.513.501339.00SS.HH damas122.154.30111.71.70174.531.50EJE YSS.HH varones3/8"122.424.84110.750.75111.451.45144.518.00SS.HH damas131.75.10123.356.70113.253.25124.59.00COLUMNETASEJE X3/8"421.29.60EJE Y721.216.80Estribos1150.2212.1012.10SEPARADORES URINARIOSEJE X3/8"630.559.90EJE Y3/8"640.358.40MESA LABORATORIOMESAEJE X3/8"663.8136.80623.2138.52EJE Y3/8"6112.2145.20621.4217.04COLUMNETAS DE SOPORTEEJE X3/8"6101.3581.00EJE Y1/2"6102.98178.80Diametro1/4"3/8"1/2"5/8"3/4"1"peso en kilos por M.L:0.250.581.021.62.264.04Long. Total por en ML.12.10584.45485.7000Unidades de Varilla de 9 ml0.000.0034.100.000.000.00Total Kilos por 3.03338.981495.414000Total Kilos879.29

ARQUITECTURAEXPEDIENTE TCNICOSUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO SANTA ROSA DISTRITO DE HUACHOCOLPA - TAYACAJA - HUANCAVELICAHOJA DE METRADOS PABELLON AULASDISTRITO : HUACHOCOLPAPROVINCIA : TAYACAJADEPARTAMENTO : HUANCAVELICACLIENTE : MUNICIPALIDAD DISTRITAL DE HUACHOCOLPAFECHA : MARZO 2012CODIGODESCRIPCIONUNIDCANTVECESDIMENSIONESMETRADOLARGOANCHOALTOPARCIALTOTAL02ARQUITECTURA02.01MUROS Y TABIQUES DE ALBAILERIA02.01.01MURO DE LADRILLO KING-KONG (9x12x24) CABEZAM2729.17609.77MODULO 1Primer PisoEje ,D-D12.003.822.8021.37Eje ,F-F11.003.822.8010.6811.003.822.8010.68Segundo PisoEje ,D-D12.003.822.6019.84Eje ,F-F12.003.822.6019.84TimpanosEje D,F12.00Area CAD6.4512.90Eje D,F12.00Area CAD6.4512.90MODULO 2Primer PisoEje B-B, D-D, F-F16.003.822.8064.09Ventana 16-11.002.851.70-4.85Segundo PisoEje B-B, D-D, F-F16.003.822.8064.09Ventana 23-11.002.852.40-6.84TimpanosEje B, D,F13.00Area CAD6.4519.35MODULO 3-4Eje Y12.002.852.8015.96Eje 1',3,5,6,8,9,11 y 1318.003.002.8067.2016.002.832.8047.54Segundo PisoEje Y12.002.852.6014.82Eje 1',3,5,6,8,9,11 y 1318.003.002.6062.4016.002.832.6044.158 timpanos110.003.822.70103.14Ejes X, B,D y F15.001.00area6.4532.25Ejes B,D,FZONA ESCALERAEJE G - H22.001.503.5021.0022.002.553.5035.7022.00AREA3.2212.8822.002.702.6028.0802.01.02MURO L KING-KONG (9x12x24) SOGAM2309.68620.12MODULO 1Primer PisoEje 011.003.803.2012.16PRIMER NIVEL11.003.753.2012.00Eje 081.000.250.150.600.18Eje 1-111.001.552.974.6041.000.250.151.150.170.40.7511.001.352.974.01Eje 261.000.250.152.950.660.42.5511.001.932.975.7241.000.250.152.550.380.42.1511.002.850.752.14Eje A41.000.250.152.750.410.42.3511.002.680.752.0111.000.250.152.150.080.41.75Area de Cl-1-16.000.252.97-4.4631.000.250.150.750.080.40.35-14.000.250.75-0.75Eje 2 -211.002.702.978.02Eje B,C y D31.000.250.152.150.240.41.7511.002.802.156.02SEGUNDO NIVEL11.001.632.974.83Eje 041.000.250.150.600.090.6011.001.652.974.9041.000.250.151.150.171.1511.002.682.977.94Eje 141.000.250.150.350.050.35Area de Cl-1-16.000.252.55-3.83Eje 281.000.250.151.850.561.85-14.000.252.55-2.55EJE XEje A11.000.250.152.600.102.60Eje A-A11.001.602.974.7511.000.250.151.220.051.2211.001.002.972.9711.000.850.350.3011.005.900.352.0711.000.850.350.3011.001.002.972.97jardineria11.006.200.402.48Area de Cl-1-15.000.252.97-3.71-13.000.250.35-0.26Eje B-B y C-C12.001.602.979.50Area de Cl-1-12.000.252.97-1.49Eje ,D-D11.001.602.974.75Area de Cl-1-11.000.252.97-0.74V 09-14.000.600.60-1.44V 08-12.002.252.00-9.00V 11-11.002.800.80-2.24V 10-11.002.680.80-2.14Segundo PisoEJE Y-YEje 011.0010.452.6027.17Eje 1-111.002.852.607.4111.002.682.606.96Area de Cl-1-14.000.250.35-0.35-12.002.300.25-1.15Eje 2 -211.002.702.607.0211.001.602.604.1611.002.832.607.3511.001.652.604.2911.002.682.606.96EJE XEje A-A11.001.602.604.16Eje A11.000.250.152.600.102.6011.001.002.602.6011.000.250.151.220.051.2211.000.850.350.301.005.900.352.071.000.850.350.301.001.002.602.60Eje C-C11.001.602.604.16Eje ,D-D11.001.602.604.16jardinera11.005.400.402.16V 09-12.000.600.60-0.72V 29-12.002.001.25-5.00V 28-12.002.252.38-10.71V 30-12.002.680.80-4.29V 31-12.001.500.80-2.40MODULO 2Primer PisoEje 12-1212.002.682.5513.6411.002.832.557.2011.002.852.557.27Area de Cl-1-18.000.252.15-4.30-12.002.900.25-1.45Area de Puerta 1-22.001.202.10-10.08V12-12.001.380.80-2.20V13-12.002.900.80-4.64Eje 14-1412.002.682.5513.6411.002.832.557.2011.002.852.557.27Area de Cl-1-18.000.250.75-1.50V14-14.002.301.70-15.64Segundo PisoEje 12-1212.002.682.6013.9111.002.832.607.3511.002.852.607.41Eje 12-12 (ubicado sobre viga)12.002.680.653.4811.002.830.651.8411.002.850.651.85Area de Cl-1-18.000.251.55-3.10-12.002.900.25-1.45Area de Puerta 1-22.001.202.10-10.08V32-12.001.380.80-2.20V33-12.002.900.80-4.64Eje 14-1412.002.682.6013.9111.002.832.607.3511.002.852.607.41Area de Cl-1-18.000.250.35-0.70V34-14.002.301.70-15.64jardinera12.005.400.404.32Eje A11.001.00area8.488.48Timpano12.001.452.607.54Eje C,D18.003.582.7077.33Eje I12.005.432.7029.3211.004.302.7011.6118.003.542.6073.63Eje K11.004.802.6012.4812.006.802.6035.36Eje K'modulos 3-4VentanasPrimer PisoEje Y-14.000.600.60-1.44Eje 0 V 09-12.002.252.00-9.00Eje 1 V 08-12.002.851.70-9.69Ejes 1',13'V 04-14.000.900.60-2.16V 15-11.002.680.80-2.14Eje 2 V10-11.002.800.80-2.24V 11-12.001.370.80-2.19Eje 12 V 12-12.002.900.80-4.64Eje 14 V14Eje X-11.002.851.70-4.85Eje B V16-14.002.420.80-7.74Eje I V 05-12.003.780.80-6.05V06-12.002.601.70-8.84V 04-12.002.121.70-7.21V 03-110.000.800.80-6.40V 07Segundo Piso-12.000.600.60-0.72Eje O V 09-12.002.001.25-5.00V29-12.002.252.38-10.71Eje 1 V 28-12.002.670.80-4.27Eje 2 V30-12.001.500.80-2.40V31-12.002.402.00-9.60Ejes 5,9 V20-12.001.370.80-2.19Eje 14 V 34Eje X-14.002.420.80-7.74Eje I V24-12.003.770.80-6.03V25-12.004.450.80-7.12V 26-11.003.450.80-2.76V27-12.002.602.00-10.40PuertasPrimer PisoEje Y-12.000.902.10-3.78Eje 1 P 05-11.001.202.10-2.52p 06-12.000.901.80-3.24P 03-14.001.202.10-10.08Eje 2 y 12, P 01Eje X-17.001.202.10-17.64TABIQUERIA EN JARDINERASM2MODULO 111.005.400.402.16MODULO 221.005.400.404.32MODULO 311.005.400.402.16MODULO 411.005.400.402.16ZONA ESCALERASEJE 121.004.801.8017.28ENTRE EJES 1" Y 221.001.601.805.7621.002.501.809.00ENTRE EJES 1 Y 1"11.002.251.804.05-21.000.800.40-0.6402.01.03TABIQUERIA DE MELANINE 16MM C/ ESTRUCTURA DE ALUMINIO H=1.80MM215.001.411.8012.6967.79Servicio Higienico Varones11.006.301.8011.3416.000.401.804.3211.001.451.802.6115.001.411.8012.69Servicio Higienico Damas11.006.301.8011.3411.003.001.805.4011.001.551.802.7911.002.561.804.61SS.HH. Prof.02.02REVOQUES ENLUCIDOS Y DERRAMES02.02.01TARRAJEO PRIMARIO RAYADO (MORTERO 1:5)M2120.97SS.HH. Varones y Damas24.003.001.2028.8022.005.601.2026.88SS.HH. Para profesores14.002.341.2011.2314.002.251.2010.80Laboratorio11.0036.051.2043.2602.02.02TARRAJEO EN MUROS INTERIORES (MORTERO 1:5)M21819.311731.7MODULO 1Primer PisoMuro CabezaEje ,D-D14.003.823.0045.79Eje ,F-F11.003.823.0011.4511.003.821.987.5611.003.820.622.37Muro SogaEJE Y-YEje 011.003.502.809.8011.003.452.809.66Eje 1-121.001.883.0011.2511.001.603.004.8021.001.933.0011.5511.002.851.203.4211.002.681.203.21Eje 2 -221.002.703.0016.2021.002.802.6014.5621.001.633.009.7521.001.653.009.9021.002.682.6013.91EJE XEje A-A11.001.602.804.4811.000.992.802.7711.000.850.800.6811.006.200.804.9611.000.850.800.6811.000.992.802.77jardineria21.006.200.404.96Eje B-B y C-C12.001.602.808.96Eje ,D-D11.001.602.804.48V 09-14.000.600.60-1.44V 08-12.002.252.00-9.00V 11-21.002.800.80-4.48V 10-21.002.680.80-4.29Segundo PisoMuro CabezaEje ,D-D12.003.822.6019.84Eje ,F-F12.003.822.6019.84TimpanosEje D,F12.00Area CAD6.8213.64Eje D,F12.00Area CAD3.557.10Muro SogaEJE Y-YEje 011.0010.452.6027.17Eje 1-111.002.852.607.4111.002.682.606.96Eje 2 -221.002.702.6014.0421.001.602.608.3221.002.832.6014.6921.001.652.608.5821.002.682.6013.91ubicacin sobre viga11.0013.850.8611.91EJE XEje A-A11.00Area CAD1.131.1311.00Area CAD2.262.2611.00Area CAD8.248.24Eje C-C21.001.602.608.32Eje ,D-D11.001.602.604.16V 09-12.000.600.60-0.72V 29-12.002.001.25-5.00V 28-12.002.252.38-10.71V 30-22.002.680.80-8.58V 31-22.001.500.80-4.80MODULO 2Primer PisoEje 12-1222.002.682.5527.2921.002.832.5514.4121.002.852.5514.54Area de Puerta 1-42.001.202.10-20.16V12-22.001.380.80-4.40V13-22.002.900.80-9.28Eje 14-1412.002.682.5513.6411.002.832.557.2011.002.852.557.27V14-14.002.301.70-15.64Eje D-D22.003.822.8042.73Eje B-B y F-F12.003.822.8021.36Ventana 16-11.002.851.70-4.85Segundo PisoEje 12-1222.002.682.6027.8221.002.832.6014.6921.002.852.6014.82Eje 12-12 (ubicado sobre viga)12.002.680.653.4811.002.830.651.8411.002.850.651.85Area de Puerta 1-42.001.202.10-20.16V32-22.001.380.80-4.40V33-22.002.900.80-9.28Eje 14-1412.002.682.6013.9111.002.832.607.3511.002.852.607.41Eje D-D22.003.822.6039.68Eje B-B y F-F14.003.822.6039.68Ventana 23-11.002.852.40-6.84TimpanosEje D-D12.00Area CAD5.2510.50Eje B-B y F-F12.00Area CAD5.2510.50MODULO 3Segunda Piso18.003.002.7165.04Aula 2,3 y ss.hh,Ejes 1',3,5,6,718.003.852.7183.47Eje I-I,K-K18.003.772.7181.7314.003.000.506.00SS.HH Varones12.005.600.505.60Segundo Piso116.003.002.70129.60Eje 1',3,5,6,7.14.003.852.7041.5812.002.252.7012.1518.00area8.0664.48Timpano14.003.982.7042.98Eje I-I11.006.453.9025.1611.006.452.7017.4211.005.602.7015.1211.005.603.9021.84Eje K-KMODULO 4Primera planta18.003.002.7165.04Aula 4,5 y ss.hh Ejes 8,9,11,1318.003.852.7183.47Eje I-I y K-K14.003.000.506.00SS.HH. Damas12.005.600.505.60Segunda Planta112.003.002.7097.20Aulas 12,13,14 Eje 8,9,11,13112.00area8.0696.72Timpano12.002.252.7012.15Murete14.003.853.9060.06Eje I-Iy K-K14.003.852.7041.5811.006.452.7017.4211.006.453.9025.1611.005.602.7015.1211.005.603.9021.84VENTANAS (se descuenta)-11.0058.05-58.05PUERTAS(se descuenta)ZONA ESCALERAEJE G - H21.001.503.5010.5021.002.553.5017.8521.00AREA3.226.4421.002.702.6014.04EJE 121.004.801.8017.28ENTRE EJES 1" Y 222.001.601.8011.5222.002.501.8018.00ENTRE EJES 1 Y 1"12.002.251.808.10-22.000.800.40-1.2802.02.03TARRAJEO EN MUROS EXTERIORES (MORTERO 1:5)M2935.03MODULO 1Primer PisoMuro SogaEJE Y-YEje 011.003.502.809.8011.003.452.809.66EJE XEje A-A11.001.602.804.4811.000.992.802.7711.000.850.800.6811.006.200.804.9611.000.850.800.6811.000.992.802.77Eje B-B y C-C12.001.602.808.96Eje ,D-D11.001.602.804.48V 09-14.000.600.60-1.44V 08-12.002.252.00-9.00Segundo PisoMuro SogaEJE Y-YEje 011.0010.452.6027.17Eje 1-111.002.852.607.4111.002.682.606.96Eje 2 -2ubicacin sobre viga11.0013.850.8611.91EJE XEje A-A11.00Area CAD1.131.1311.00Area CAD2.262.2611.00Area CAD8.248.24Eje ,D-D11.001.602.604.16V 09-12.000.600.60-0.72V 29-12.002.001.25-5.00V 28-12.002.252.38-10.71MODULO 2Primer PisoEje 14-1412.002.682.5513.6411.002.832.557.2011.002.852.557.27V14-14.002.301.70-15.64Eje B-B y F-F12.003.822.8021.36Ventana 16-11.002.851.70-4.85Segundo PisoEje 12-12 (ubicado sobre viga)12.002.680.653.4811.002.830.651.8411.002.850.651.85Eje 14-1412.002.682.6013.9111.002.832.607.3511.002.852.607.41V34-14.002.301.70-15.64Eje B-B12.003.822.6019.84Ventana 23-11.002.852.40-6.84TimpanosEje B-B11.00Area CAD5.255.25MODULO 3Primera planta14.003.002.7132.52Aula 2,3,Ejes 1 y 618.003.852.7183.47Eje I-I,K-K12.005.602.7130.35Segunda Planta12.003.002.7016.20Eje 1.11.00area8.028.02Timpano12.002.402.7012.96Muro Voladizo14.003.853.9060.06Eje I-I,K-K14.003.852.7041.5811.006.453.9025.1611.006.452.7017.4211.005.603.9021.8411.005.602.7015.12MODULO 4Primera planta12.003.002.7116.26Aula 4,5 y ss.hh Ejes 8,9,11,1318.003.852.7183.47Eje I-I y K-K14.003.852.7141.7312.006.452.7134.96Segunda Planta12.003.002.7016.20Aulas 12,13,14 Eje 8,9,11,1311.00area8.068.06Timpano12.002.252.7012.15Murete14.003.853.9060.06Eje I-Iy K-K14.003.852.7041.5811.006.452.7017.4211.006.453.9025.1611.005.602.7015.1211.005.603.9021.84ZONA ESCALERASEJE 121.004.801.8017.2802.02.04TARRAJEO EN COLUMNAS (MORTERO 1:5)M2868.18MODULO 1Primer PisoColumna 114.00Perimetro1.403.2017.92Eje F12.00Perimetro1.403.208.96Columna 216.00Perimetro2.253.2043.20Columna 311.00Lados0.503.201.60Eje F11.00Lados0.503.201.60Segundo PisoColumna 113.00Perimetro1.403.2813.78Columna 113.00Perimetro1.405.0321.13Columna 213.00Perimetro2.253.2822.14Columna 213.00Perimetro2.255.0333.95Columna 312.00Lados0.503.953.95Soporte de barandas131.000.801.1011.44MODULO 2Primer PisoColumna 114.00Perimetro2.403.2030.72Columna 216.00Perimetro1.703.2032.64Columna 313.00Perimetro0.503.204.80Segundo PisoColumna 112.00Perimetro2.403.0014.40Columna 112.00Perimetro2.404.7022.56Columna 213.00Perimetro1.703.0015.30Columna 213.00Perimetro1.704.7023.97Columna 313.00Perimetro0.503.855.78MODULO 3Primer PisoColumna 114.00Perimetro1.804.4031.68Columna 212.00Perimetro0.504.404.40Columna 314.00Perimetro2.504.4044.00Columna414.00Perimetro1.354.4023.7612.00Perimetro1.904.4016.