ESTRUCTURAEXPEDIENTE TCNICOSUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO SANTA ROSA DISTRITO DE HUACHOCOLPA - TAYACAJA - HUANCAVELICAHOJA DE METRADOS PABELLON ADMINISTRATIVODISTRITO : HUACHOCOLPAPROVINCIA : TAYACAJADEPARTAMENTO : HUANCAVELICACLIENTE : MUNICIPALIDAD DISTRITAL DE HUACHOCOLPAFECHA : MARZO 2012FECHA : SETIEMBRE 2011PROVINCIA : TAYACAJADEPARTAMENTO : HUANCAVELICACLIENTE : MUNICIPALIDAD DISTRITAL DE HUACHOCOLPAPROYECTO: SUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO "SANTA ROSA" DISTRITO DE HUACHOCOLPA, TAYACAJA HUANCAVELICAFECHA : AGOSTO 2011CODIGODESCRIPCIONCANTVECESDIMENSIONESMETRADOUNIDLARGOANCHOALTOPARCIALTOTAL002CONSTRUCCION DE PABELLON ADMINISTRATIVO01ESTRUCTURAS01.01TRABAJOS PRELIMINARES01.01.01LIMPIEZA DEL TERRENO MANUALm2481.45458.52Auditorio11.00Area CAD311.20326.76Administracin11.0023.206.35154.6901.01.02TRAZO Y REPLANTEO PRELIMINARm2481.45458.52Auditorio11.00Area CAD311.20326.76Administracin11.0023.206.35154.6901.01.03TRAZO NIVELACION Y REPLANTEO DURANTE EL PROCESOm2481.45458.52Auditorio11.00Area CAD311.20326.76Administracin11.0023.206.35154.6901.02MOVIMIENTO DE TIERRAS01.02.01EXCAV. MANUAL DE ZANJAS EN MATERIAL SUELTOm341.8542.65AdministracinEje H-H11.002.650.500.901.1911.002.500.500.901.1311.003.210.500.901.4411.002.790.500.901.26Eje I-I11.002.480.500.901.1211.002.500.500.901.1311.002.950.500.901.3311.002.260.500.901.02Entre ejes 17-1811.000.380.500.900.17Eje 19-1911.004.300.500.901.94Eje 20-2011.004.480.600.902.42Entre ejes 20-2111.004.830.500.902.17AuditorioEje G-G11.004.430.500.901.9911.000.650.500.900.2911.001.330.500.900.60Eje H-H11.004.250.500.901.91Entre ejes G-H11.002.280.500.901.03Entre ejes H-I11.002.850.500.901.28Eje I-I11.000.650.500.900.2911.001.330.500.900.60Eje 24-2411.004.250.500.901.9111.002.080.500.900.94Entre ejes 24-2511.002.280.500.901.0311.001.150.500.900.52Eje 25-2511.002.100.600.901.1311.004.500.600.902.43Entre ejes 29-3011.002.950.550.901.46Eje 30-3011.002.880.600.901.5611.005.330.600.902.88Escenario11.002.450.500.500.61Escalera11.000.350.400.300.0411.008.870.400.301.0611.008.600.500.301.29Rampa12.002.500.900.150.6801.02.02EXCAV. P/ZAPATAS AISLADAS DE 1.40 M A 1.70 M DE PROFUNDIDADm3160.06160.06AdministracinZ-111.001.651.151.603.04Z-214.001.701.501.6016.32Z-311.001.801.401.604.03Z-411.001.801.401.604.03Z-511.002.301.851.606.81Z-611.002.302.101.607.73Z-711.001.601.301.603.33Z-811.001.402.001.604.48Z-911.001.300.851.601.77AuditorioZ-111.002.001.401.604.48Z-211.001.300.851.601.77Z-313.001.501.151.608.28Z-411.002.502.001.608.00Z-512.001.801.651.609.50Z-611.001.001.001.601.60Z-711.002.201.601.605.63Z-811.001.300.801.601.66ZC-111.0016.251.301.6033.80ZC-211.0016.251.301.6033.8001.02.03EXCAV. MANUAL DE ZANJAS P/SARDINELES DE VEREDAm31.251.25AuditorioLateral11.007.250.150.250.27AdministracinLateral11.007.250.150.250.27Frontal11.0018.850.150.250.7101.02.04EXCAV. DE ZANJAS PARA ESCALERAS Y RAMPASm30.780.73AuditorioRampa11.002.520.900.150.34Sardinel12.000.90Area CAD0.030.05AdministracinRampa11.002.520.900.150.34Sardinel12.000.90Area CAD0.030.0501.02.05RELLENO CON MATERIAL PROPIOm378.6678.66AdministracinZ-111.00Area CAD1.650.901.49Z-214.00Area CAD1.700.906.12Z-311.00Area CAD1.800.901.62Z-411.00Area CAD1.800.901.62Z-511.00Area CAD2.300.902.07Z-611.00Area CAD2.300.902.07Z-711.00Area CAD1.600.901.44Z-811.00Area CAD1.400.901.26Z-911.00Area CAD1.300.901.17AuditorioZ-811.00Area CAD2.650.902.39Z-911.00Area CAD0.900.900.81Z-1013.00Area CAD1.730.904.67Z-1111.00Area CAD5.040.904.54Z-1212.00Area CAD2.620.904.72Z-1311.00Area CAD0.940.900.85Z-1411.00Area CAD3.310.902.98Z-1511.00Area CAD0.890.900.80Z-C111.00Area CAD21.130.9019.02Z-C211.00Area CAD21.130.9019.0201.02.06REFINE, NIVELACION Y COMPACTACIONm2467.73445.46AuditorioIngreso11.00Area CAD20.8521.89Foyer11.00Area CAD27.6529.03S.H.V. + S.H.D.11.00Area CAD18.3319.25S.H.11.00Area CAD3.393.56Sum11.00Area CAD162.84170.98Escenario12.00Area CAD38.9781.84AdministracinHall11.00Area CAD38.4740.39Pool de oficinas11.00Area CAD18.9319.88Depsito11.00Area CAD27.5428.92Centro de Cmputo11.00Area CAD49.5252.0001.02.07RELLENO CON MATERIAL CLASIFICADO E=10 CMm2467.73445.46AuditorioIngreso11.00Area CAD20.8521.89Foyer11.00Area CAD27.6529.03S.H.V. + S.H.D.11.00Area CAD18.3319.25S.H.11.00Area CAD3.393.56Sum11.00Area CAD162.84170.98Escenario12.00Area CAD38.9781.84AdministracinHall11.00Area CAD38.4740.39Pool de oficinas11.00Area CAD18.9319.88Depsito11.00Area CAD27.5428.92Centro de Cmputo11.00Area CAD49.5252.0001.02.08ELIMIN. DE MATERIAL -MANUAL DIST. PROMD. D=30M.m3176.27177.2Material de comientos, zapatas, sardinel y rampas11.00203.941.25254.93Relleno con material propio11.0078.66-1.00-78.6601.02.09ELIMINACION DE MATERIAL EXCEDENTE CON EQUIPO HASTA 15 kmm3176.27177.211.00176.27176.2701.03CONCRETO SIMPLE01.03.01SOLADOS PARA ZAPATAS E=4" CONCRETO 1:12m2100.07100.07AdministracinZ-111.001.651.151.90Z-214.001.701.5010.20Z-311.001.801.402.52Z-411.001.801.402.52Z-511.002.301.854.26Z-611.002.302.104.83Z-711.001.601.302.08Z-811.001.402.002.80Z-911.001.300.851.11AuditorioZ-111.002.001.402.80Z-211.001.300.851.11Z-313.001.501.155.18Z-411.002.502.005.00Z-512.001.801.655.94Z-611.001.001.001.00Z-711.002.201.603.52Z-811.001.300.801.04ZC-111.0016.251.3021.13ZC-211.0016.251.3021.1301.03.02CIMIENTO CORRIDO CONCRETO 1:10 + 30% P Gm367.3861.26AdministracinEje H-H11.003.650.500.801.5311.003.900.500.801.6411.004.450.500.801.8711.003.850.500.801.62Eje I-I11.003.650.500.801.5311.003.900.500.801.6411.004.450.500.801.8711.003.850.500.801.62Eje 17-1711.005.800.600.802.92Entre ejes 17-1811.000.380.500.800.16Eje 19-1911.005.300.500.802.23Eje 20-2011.005.800.600.802.92Entre ejes 20-2111.004.830.500.802.03AuditorioEje G-G11.004.880.500.802.0514.003.600.500.806.0511.001.400.500.800.5911.002.300.500.800.97Eje H-H11.005.050.500.802.12Entre ejes G-H11.001.770.500.800.75Entre ejes H-I11.002.850.500.801.20Eje I-I11.003.550.500.801.4914.003.600.500.806.0511.001.400.500.800.5911.002.280.500.800.96Eje 24-2411.004.110.500.801.7211.001.000.500.800.42Entre ejes 24-2511.002.280.500.800.9611.001.150.500.800.48Eje 25-2511.003.550.600.801.7911.005.900.600.802.97Entre ejes 29-3011.003.100.550.801.43Eje 30-3011.003.880.600.801.9511.006.280.600.803.16Escenario11.009.19Area CAD0.252.42Escalera11.000.350.400.300.0411.009.020.400.301.1311.00Area CAD3.110.150.4911.00Area CAD2.800.300.8811.00Area CAD2.480.451.1801.03.03SOBRECIMIENTO CONCRETO 1:8+25% PMm311.136.92AdministracinEje H-H11.003.650.150.400.2211.003.900.150.400.2311.004.450.150.400.27Eje I-I11.003.850.150.400.2311.003.650.150.400.2211.003.900.150.400.2311.004.450.150.400.2711.003.850.150.400.23Eje 17-1712.005.800.250.401.16Eje 19-1911.000.380.150.400.0211.005.300.150.400.32Eje 20-2012.005.800.250.401.16Entre ejes 20-2111.004.830.150.400.29AuditorioEje G-G11.004.880.150.400.2914.003.600.150.400.8611.001.400.150.400.0811.002.300.150.400.14Eje H-H11.005.050.150.400.30Entre ejes G-H11.001.770.150.400.11Entre ejes H-I11.002.850.150.400.17Eje I-I11.003.550.150.400.2114.003.600.150.400.8611.001.400.150.400.0811.002.280.150.400.14Eje 24-2411.004.110.150.400.2511.001.000.150.400.06Entre ejes 24-2511.002.280.150.400.1411.001.150.150.400.07Eje 25-2511.003.550.250.400.3611.005.900.250.400.59Entre ejes 29-3011.003.100.250.400.31Eje 30-3011.003.880.250.400.3911.006.280.250.400.63Escenario11.002.650.200.450.2401.03.04ENCOFRADO Y DESENCOFRADO,SOBRECIMIENTO h= 0.40m3133.0876.28AdministracinEje H-H12.003.400.402.7212.003.450.402.7612.003.990.403.19Eje I-I12.002.330.401.8612.003.450.402.7612.003.990.403.1912.002.440.401.9512.000.780.400.62Eje 17-1714.002.780.404.45Eje 19-1912.002.840.402.2712.000.710.400.57Eje 20-2014.002.780.404.45Entre ejes 20-2112.004.750.403.80AuditorioEje G-G12.004.880.403.90116.003.600.4023.0412.001.400.401.1212.002.300.401.84Eje H-H12.005.050.404.04Entre ejes G-H12.001.770.401.42Entre ejes H-I12.002.850.402.28Eje I-I12.003.550.402.84116.003.600.4023.0412.001.400.401.1212.002.280.401.82Eje 24-2412.004.110.403.2912.001.000.400.80Entre ejes 24-2512.002.280.401.8212.001.150.400.92Eje 25-2512.003.550.402.8412.005.900.404.72Entre ejes 29-3012.003.100.402.48Eje 30-3012.003.880.403.1012.006.280.405.02Escenario12.002.650.402.1212.006.150.404.9201.03.05FALSO PISO E=4" (MEZCLA 1:10 CEMENTO HORMIGON)m2426.81406.49AdministracinHall11.00Area CAD38.4740.39Pool de oficinas11.00Area CAD18.9319.88Depsito11.00Area CAD27.5428.92Centro de Cmputo11.00Area CAD49.5252.00AuditorioIngreso11.00Area CAD20.8521.89Foyer11.00Area CAD27.6529.03S.H.V. + S.H.D.11.00Area CAD18.3319.25S.H.11.00Area CAD3.393.56Sum11.00Area CAD162.84170.98Escenario11.00Area CAD38.9740.9201.03.06VEREDAS CONCRETO F'C=175 KG/CM2 E=4" + SARDINELm2183.1019.44AdministracinArea CAD11.0092.6092.60AuditorioArea CAD11.0086.1586.15Lateral11.007.250.604.3501.03.07VEREDAS ENCOFRADO Y DESENCOFRADOm248.334.86AdministracinArea CAD11.00106.750.2526.69AuditorioArea CAD11.0079.300.2519.83Lateral11.007.250.251.8101.04CONCRETO ARMADO01.04.01ZAPATAS01.04.01.01ZAPATAS CONCRETO F'C=210 kg/cm2m360.0260.02AdministracinZ-111.001.651.150.601.14Z-214.001.701.500.606.12Z-311.001.801.400.601.51Z-411.001.801.400.601.51Z-511.002.301.850.602.55Z-611.002.302.100.602.90Z-711.001.601.300.601.25Z-811.001.402.000.601.68Z-911.001.300.850.600.66AuditorioZ-111.002.001.400.601.68Z-211.001.300.850.600.66Z-313.001.501.150.603.11Z-411.002.502.000.603.00Z-512.001.801.650.603.56Z-611.001.001.000.600.60Z-711.002.201.600.602.11Z-811.001.300.800.600.62ZC-111.0016.251.300.6012.68ZC-211.0016.251.300.6012.6801.04.01.02ZAPATAS ACERO F'Y=4200 KG/CM2kg2,465.122465.12VER CUADRO DE METRADOS11.002,465.122,465.1201.04.02COLUMNAS01.04.02.01COLUMNAS CONCRETO F'C=210 kg/cm2m358.6856.1AdministracinPrimer pisoEje 17-17 (C-1)11.000.700.254.150.7711.000.700.255.150.95(C-4)11.000.250.253.950.26Eje 18-18 (C-2)11.000.300.503.700.5911.000.300.505.100.81Eje 19-19 (C-2)11.000.300.504.150.6511.000.300.505.600.88Eje 20-20 (C-1)12.000.700.254.001.47(C-4)11.000.250.254.000.26Eje 21-21 (C-3)12.00Area CAD0.284.002.35Eje 22-22 (C-1)12.000.700.254.001.47Segundo pisoEje 20-20 (C-1)11.000.700.253.130.5811.000.700.254.600.85(C-4)11.000.250.253.750.24Eje 21-21 (C-3)11.00Area CAD0.283.150.9211.00Area CAD0.284.551.33Eje 22-22 (C-1)11.000.700.253.150.5811.000.700.254.550.84AuditorioEje 22-22 (C-1)12.000.600.253.981.25Eje 24-24 (C-1)12.000.600.256.462.04Eje 24-24 (C-2)11.000.700.308.561.89Eje 25-25 (C-1)12.000.600.258.962.82Eje 25-25 (C-2)11.000.700.258.961.65Entre ejes 25-26 (C-5)12.00Area CAD0.178.603.07Eje 26-26 (C-4)12.00Area CAD0.328.225.52Entre ejes 26-27 (C-5)12.00Area CAD0.177.852.80Eje 27-27 (C-4)12.00Area CAD0.327.485.03Entre ejes 27-28 (C-5)12.00Area CAD0.177.102.53Eje 28-28 (C-4)12.00Area CAD0.326.724.52Entre ejes 28-29 (C-5)12.00Area CAD0.176.352.27Eje 29-29 (C-4)12.00Area CAD0.325.964.00Eje 30-30 (C-2)12.000.600.255.461.72Eje 30-30 (C-25x50)12.000.500.255.401.42Eje 30-30 (C-3)11.000.250.255.460.3601.04.02.02COLUMNAS ENCOFRADO Y DESENCOFRADOm2634.16603.96AdministracinPrimer pisoEje 17-17 (C-1)11.00Perimetro1.654.157.1911.00Perimetro1.655.609.70(C-4)11.00Perimetro0.503.952.08Eje 18-18 (C-2)11.00Perimetro1.604.156.9711.00Perimetro1.605.609.41Eje 19-19 (C-2)11.00Perimetro1.604.156.9711.00Perimetro1.605.609.41Eje 20-20 (C-1)12.00Perimetro1.654.0013.86(C-4)11.00Perimetro0.504.002.10Eje 21-21 (C-3)12.00Perimetro2.604.0021.84Eje 22-22 (C-1)12.00Perimetro1.904.0015.96Segundo pisoEje 20-20 (C-1)11.00Perimetro1.653.135.4211.00Perimetro1.404.606.76(C-4)11.00Perimetro0.503.751.97Eje 21-21 (C-3)11.00Perimetro1.403.154.6311.00Perimetro2.604.5512.42Eje 22-22 (C-1)11.00Perimetro1.653.155.4611.00Perimetro1.904.559.08AuditorioEje 22-22 (C-1)12.00Perimetro1.703.9814.21Eje 24-24 (C-1)12.00Perimetro1.406.4618.99Eje 24-24 (C-2)11.00Perimetro2.008.5617.98Eje 25-25 (C-1)12.00Perimetro1.208.9622.58Eje 25-25 (C-2)11.00Perimetro1.758.9616.46Entre ejes 25-26 (C-5)12.00Perimetro2.508.6045.15Eje 26-26 (C-4)12.00Perimetro3.408.2258.70Entre ejes 26-27 (C-5)12.00Perimetro2.507.8541.21Eje 27-27 (C-4)12.00Perimetro3.407.4853.40Entre ejes 27-28 (C-5)12.00Perimetro2.507.1037.28Eje 28-28 (C-4)12.00Perimetro3.406.7247.99Entre ejes 28-29 (C-5)12.00Perimetro2.506.3533.34Eje 29-29 (C-4)12.00Perimetro3.405.9642.56Eje 30-30 (C-2)12.00Perimetro1.305.4614.91Eje 30-30 (C-25x50)12.00Perimetro1.355.4015.31Eje 30-30 (C-3)11.00Perimetro0.505.462.8701.04.02.03COLUMNAS ACERO F'C=4200 KG/CM2kg8,022.348022.34VER CUADRO DE METRADOS11.008,022.348,022.3401.04.03COLUMNETAS01.04.03.01COLUMNETAS CONCRETO f'c=175 kg/cm2m33.413.25AdministracinPRIMERA PLANTAEje H-H11.000.250.152.800.1215.000.250.152.000.4012.000.250.152.800.22Eje I - I16.000.250.152.800.66Eje 19-1911.000.250.152.970.1211.000.250.153.690.1511.000.250.153.970.1611.000.250.154.180.17Entre ejes 20-2111.000.250.153.000.12SEGUNDA PLANTAVolado14.000.250.151.000.16Entre ejes 20-2111.000.250.154.320.17AuditorioPRIMERA PLANTASS,HH.12.000.250.152.340.1912.000.250.153.340.2611.000.250.152.540.1111.000.250.153.040.12Volado18.000.250.151.000.3201.04.03.02COLUMNETAS ENCOFRADO Y DESENCOFRADOm253.2250.69AdministracinPRIMERA PLANTAEje H-H11.000.502.801.4715.000.502.005.2512.000.502.802.94Eje I - I16.000.502.808.82Eje 19-1911.000.502.971.5611.000.653.692.5211.000.653.972.7111.000.504.182.19Entre ejes 20-2111.000.653.002.05SEGUNDA PLANTAVolado14.000.801.003.36Entre ejes 20-2111.000.654.322.95AuditorioPRIMERA PLANTASS,HH.12.000.652.343.1912.000.653.344.5611.000.502.541.3311.000.503.041.60Volado18.000.801.006.7201.04.03.03COLUMNETAS ACERO FY=4200 KG/CM2kg409.19409.19VER CUADRO DE METRADOS11.00409.19409.1901.04.04PLACAS01.04.04.01PLACAS CONCRETO FC=210 KG/CM2m31.501.5AdministracinPrimera planta11.00Area CAD1.260.100.13Segunda planta11.00Area CAD3.960.301.19AuditorioMesa de lavadero S.H.D. + S.H.V.12.00Area CAD0.770.120.1801.04.04.02PLACAS ENCOFRADO Y DESENCOFRADOm27.607.6AdministracinPrimera planta11.00Area CAD1.261.2611.002.850.150.43Segunda planta11.00Area CAD3.963.9611.002.750.150.41AuditorioMesa de lavadero S.H.D. + S.H.V.12.00Area CAD0.771.5401.04.04.03PLACAS ACERO FY=4200 KG/CM2kg71.7971.79VER CUADRO DE METRADOS11.0071.7971.7901.04.05VIGAS01.04.05.01VIGAS CONCRETO F'C=210 kg/cm2m362.3657.534.83AdministracinEje H-HV. CANAL (0.65X0.50) (primer aligerado)V (0.25X0.50)11.003.650.250.500.48V (0.25X0.50)11.003.900.250.500.51V (0.25X0.50)11.004.440.250.500.59sobre3 vs11.003.650.250.200.1911.003.900.250.200.2111.004.440.250.200.23V. S. (0.25X0.40)12.003.650.250.400.7712.003.900.250.400.8212.004.440.250.400.93V. CANAL (0.65X0.50) (segundo aligerado)V (0.25X0.50)11.003.810.250.500.50V (0.25X0.50)11.003.850.250.500.50V (0.10X0.75)11.009.860.100.750.78Eje H'-H'V. S.'' (0.25X0.40)11.004.510.250.400.47Eje I - IV. S. (0.25X0.40)11.003.650.250.400.3911.003.900.250.400.4111.004.440.250.400.4611.003.810.250.400.4011.003.850.250.400.41V.CH. (0.25X0.20)11.003.650.250.200.1911.003.900.250.200.2111.004.440.250.200.23V. S. (0.25X0.40)11.003.650.250.400.3911.003.900.250.400.4111.004.440.250.400.46V. S. (0.25X0.40)11.003.810.250.400.4011.003.850.250.400.41V.CH. (0.25X0.20)11.003.810.250.200.2011.003.850.250.200.20V. S. (0.25X0.40)11.003.810.250.400.4011.003.850.250.400.41VoladoVM 100 (0.15X0.60) (primer aligerado)12.009.360.150.601.76V. CANAL (0.65X0.50) (primer aligerado)V (0.25X0.50)11.004.100.250.500.54V (0.25X0.50)11.003.900.250.500.51V (0.25X0.50)11.004.440.250.500.59V (0.10X0.75)11.0013.540.100.751.07V. CANAL (0.65X0.50) (segundo aligerado)V (0.25X0.50)11.004.510.250.500.59V (0.25X0.50)11.004.550.250.500.60V (0.10X0.75)11.009.860.100.750.78Eje 17-17V.P. 100A (0.25X0.20)11.002.300.250.200.1311.003.250.250.200.1711.002.370.250.200.1311.003.340.250.200.18V.P. 100A (0.25xVAR)11.00Area CAD1.630.250.43Ejes 18 y 19V.P. 100B (0.30X0.50)12.005.450.300.501.72V.P. 100B (0.30xVAR)12.00Area CAD1.630.301.03Eje 20-20V.P. 100C (0.25X0.50)11.002.300.250.200.1311.003.250.250.200.17V.P. 100C (0.25xVAR)11.00Area CAD1.630.250.43V.P. 100C (0.25X0.50)11.00Area CAD0.920.250.2411.003.340.250.500.44V.P. 100C (0.25X0.20)11.002.300.250.200.1311.003.250.250.200.1711.002.370.250.200.1311.003.340.250.200.18V.P. 100C (0.25xVAR)11.00Area CAD1.630.250.43Entre ejes 20-21V.CH. (0.25X0.20)11.003.250.250.200.17Eje 21-21V.P. 100B (0.30X0.50)11.005.300.300.500.8411.002.400.300.500.3811.005.450.300.500.86V.P. 100B (0.30xVAR)11.00Area CAD1.630.300.51Eje 22-22V.P. 100B (0.25X0.50)11.005.300.250.500.6911.002.400.250.500.32V.P. 100B (0.25X0.50)11.005.450.250.500.71V.P. 100B (0.25xVAR)11.00Area CAD1.630.250.43AuditorioEje G-GV.A. 100 (0.25X0.40)11.005.050.250.400.5411.002.000.250.400.21V.A. 200 (0.25X0.50)11.006.200.250.500.8211.004.750.250.500.6214.003.650.250.501.9211.002.280.250.500.3011.001.400.250.500.19Eje H-HV.A. 100 (0.25X0.40)11.005.050.250.400.5411.002.050.250.400.22V.A. 200 (0.25X0.50)11.006.250.250.500.8211.005.500.250.500.72Eje I-IV.A. 100 (0.25X0.40)11.004.420.250.400.4611.001.830.250.400.19VCH. 100 (0.15X0.30)11.001.370.250.400.15VCH. 101 (0.15X0.30)11.002.280.250.400.24V.A. 202 (0.25X0.40)11.004.420.250.500.58V.A. 202'(0.25X0.20)11.004.420.250.500.58V.A. 102" (0.25X0.40)11.004.420.250.500.58V.A. 200 (0.25X0.50)14.003.650.250.501.9211.002.280.250.500.3011.001.400.250.500.19VM 100 (0.15X0.60)12.005.050.150.600.96V. CANAL (0.65X0.50) (segundo aligerado)V (0.25X0.50)11.005.050.250.500.66V (0.10X0.75)11.005.550.100.750.44Eje 22-22V.P. 204 (0.25X0.40)11.003.800.250.400.40Eje 24-24V.P. 100 (0.25X0.50)11.003.230.250.500.4211.005.920.250.500.7811.002.400.250.500.32V.P. 203 (0.25X0.50)11.003.230.250.500.4211.006.350.250.500.83V.P. 205 (0.25xVAR)11.00Area CAD1.630.250.43Entre ejes 24-25V (0.25X0.30)11.008.200.250.300.65Eje 25-25V.P. 100 (0.25X0.50)11.003.580.250.500.4711.005.920.250.500.78V.P. 202 (0.25X0.50)11.003.580.250.500.4711.005.920.250.500.78V.P. 205 (0.25xVAR)11.00Area CAD1.630.250.43Ejes 26, 27, 28 y 29V.P. 201 (0.30X0.70)14.00Area CAD7.160.309.02Eje 30-30V.P. 200 (0.25X0.40)11.003.760.250.400.4011.006.150.250.400.65V (0.10X0.75)11.005.550.100.750.4401.04.05.02VIGAS ENCOFRADO Y DESENCOFRADOm2436.41423.34AdministracinEje H-HV. CANAL (0.65X0.50) (primer aligerado)V (0.25X0.50)11.003.651.003.65V (0.25X0.50)11.003.901.003.90V (0.25X0.50)11.004.441.004.44V (0.10X0.75)11.0013.541.0013.54V. S. (0.25X0.40)12.003.810.856.4812.003.850.856.5512.003.850.856.55V. CANAL (0.65X0.50) (segundo aligerado)V (0.25X0.50)11.003.811.003.81V (0.25X0.50)11.003.851.003.85V (0.10X0.75)11.009.861.009.86Eje H'-H'V. S.'' (0.25X0.40)11.004.510.652.93Eje I - IV. S. (0.25X0.40)11.003.651.053.8311.003.901.054.1011.004.441.054.6611.003.810.652.4811.003.850.652.50V.CH. (0.25X0.20)11.003.650.501.8311.003.900.501.9511.004.440.502.22V. S. (0.25X0.40)11.003.650.903.2911.003.900.903.5111.004.440.904.00V. S. (0.25X0.40)11.003.811.054.0011.003.851.054.04V.CH. (0.25X0.20)11.003.810.501.9111.003.850.501.93V. S. (0.25X0.40)11.003.810.903.4311.003.850.903.47VoladoVM 100 (0.15X0.60) (primer aligerado)12.009.361.1521.53V. CANAL (0.65X0.50) (primer aligerado)V (0.25X0.50)11.004.101.004.10V (0.25X0.50)11.003.901.003.90V (0.25X0.50)11.004.441.004.44V (0.10X0.75)11.0013.541.0013.54V. CANAL (0.65X0.50) (segundo aligerado)V (0.25X0.50)11.004.511.004.51V (0.25X0.50)11.004.551.004.55V (0.10X0.75)11.009.861.009.86Eje 17-17V.P. 100A (0.25X0.20)11.002.300.501.1511.003.250.501.6311.002.370.501.1911.003.340.501.67V.P. 100A (0.25xVAR)11.00Area CAD1.631.6311.00Area CAD1.141.1411.002.800.250.70Ejes 18 y 19V.P. 100B (0.30X0.50)12.005.450.909.81V.P. 100B (0.30xVAR)14.00Area CAD1.144.5612.002.800.301.68Eje 20-20V.P. 100C (0.25X0.50)11.002.300.801.8411.003.250.802.60V.P. 100C (0.25xVAR)12.00Area CAD1.142.2811.002.800.250.70V.P. 100C (0.25X0.50)11.00Area CAD0.920.9211.00Area CAD0.450.4511.003.340.802.67V.P. 100C (0.25X0.20)11.002.300.501.1511.003.250.501.6311.002.370.250.5911.003.340.250.84V.P. 100C (0.25xVAR)12.00Area CAD1.142.2811.002.800.250.70Entre ejes 20-21V.CH. (0.25X0.20)11.003.250.250.81Eje 21-21V.P. 100B (0.30X0.50)11.005.301.105.8311.002.401.102.6411.005.451.106.00V.P. 100B (0.30xVAR)12.00Area CAD1.142.2811.002.800.250.70Eje 22-22V.P. 100B (0.25X0.50)11.005.300.251.3311.002.400.250.60V.P. 100B (0.25X0.50)11.005.450.251.36V.P. 100B (0.25xVAR)11.00Area CAD1.631.6311.00Area CAD1.141.1411.002.800.250.70AuditorioEje G-GV.A. 100 (0.25X0.40)11.005.050.703.5411.002.000.751.50V.A. 200 (0.25X0.50)11.006.201.056.5111.002.740.902.4711.002.011.052.1114.003.651.0515.3311.002.280.902.0511.001.400.901.26Eje H-HV.A. 100 (0.25X0.40)11.005.050.653.2811.002.050.651.33V.A. 200 (0.25X0.50)11.006.251.056.5611.005.501.055.78Eje I-IV.A. 100 (0.25X0.40)11.004.420.703.0911.001.830.701.28VCH. 100 (0.15X0.30)11.001.370.751.03VCH. 101 (0.15X0.30)11.002.280.751.71V.A. 202 (0.25X0.40)11.004.420.750.40V.A. 202'(0.25X0.20)11.004.420.250.20V.A. 102" (0.25X0.40)11.004.420.250.40V.A. 200 (0.25X0.50)14.003.650.253.6511.002.280.250.5711.001.400.250.35VM 100 (0.15X0.60)12.005.050.151.52V. CANAL (0.65X0.50) (segundo aligerado)V (0.25X0.50)11.005.051.005.05V (0.10X0.75)11.005.551.005.55Eje 22-22V.P. 204 (0.25X0.40)11.003.800.853.23Eje 24-24V.P. 100 (0.25X0.50)11.003.231.053.3911.005.921.056.2211.002.401.052.52V.P. 203 (0.25X0.50)11.003.231.053.3911.006.351.056.67V.P. 205 (0.25xVAR)11.00Area CAD1.631.6311.00Area CAD1.141.1411.002.800.250.70Entre ejes 24-25V (0.25X0.30)11.008.200.201.64Eje 25-25V.P. 100 (0.25X0.50)11.003.580.853.0411.005.920.855.03V.P. 202 (0.25X0.50)11.003.580.853.0411.005.920.855.03V.P. 205 (0.25xVAR)11.00Area CAD1.631.6311.00Area CAD1.141.1411.002.800.250.70Ejes 26, 27, 28 y 29V.P. 201 (0.30X0.70)18.00Area CAD5.2341.8411.009.810.302.94Eje 30-30V.P. 200 (0.25X0.40)11.003.760.552.0711.006.150.553.38V (0.10X0.75)11.005.551.005.5501.04.05.03VIGAS ACERO FY=4200 KG/CM2kg9,265.519265.51VER CUADRO DE METRADOS11.009,265.519,265.5101.04.06VIGUETAS01.04.06.01VIGUETA CONCRETO FC=175 KG/CM2m30.620.62AdministracinViguetas11.003.350.150.100.0511.003.890.150.100.0611.002.390.150.100.0411.003.100.150.300.1411.003.350.150.300.1511.003.890.150.300.1801.04.06.02VIGUETA ENCOFRADO Y DESENCOFRADOm29.179.17AdministracinViguetas11.003.350.200.6711.003.890.200.7811.002.390.200.4811.003.100.702.1711.003.350.702.3511.003.890.702.7201.04.06.03VIGUETA ACERO FY=4200 KG/CM2kg34.9334.93VER CUADRO DE METRADOS11.0034.9334.9301.04.07LOSAS01.04.07.01LOSAS ALIGERADA CONCRETO f'c=210 kg/cm2m351.7751.36AdministracinPrimer aligeradoLosa11.00Area CAD23.780.051.1911.00Area CAD8.810.050.4411.00Area CAD23.780.051.1911.00Area CAD8.810.050.4411.00Area CAD23.780.051.1911.00Area CAD8.810.050.4411.00Area CAD23.780.051.1911.00Area CAD8.810.050.4411.00Area CAD10.150.050.5111.00Area CAD10.240.050.51Viguetas11.00Area CAD24.600.03750.9211.00Area CAD9.020.03750.3411.00Area CAD23.400.03750.8811.00Area CAD8.580.03750.3211.00Area CAD26.640.03751.0011.00Area CAD9.770.03750.3711.00Area CAD10.370.03750.3911.00Area CAD9.780.03750.3711.00Area CAD10.150.03750.3811.00Area CAD10.240.03750.38Segundo aligeradoLosa11.00Area CAD27.060.051.3511.00Area CAD9.920.050.5011.00Area CAD27.300.051.3711.00Area CAD10.010.050.50Viguetas11.00Area CAD27.060.03751.0111.00Area CAD9.920.03750.3711.00Area CAD27.300.03751.0211.00Area CAD10.010.03750.38AuditorioPrimer aligeradoLosa11.00Area CAD11.360.050.5711.00Area CAD31.060.051.5511.00Area CAD18.940.050.9511.00Area CAD11.680.050.5811.00Area CAD7.130.050.36Viguetas11.00Area CAD11.360.03750.4311.00Area CAD31.060.03751.1611.00Area CAD18.940.03750.7111.00Area CAD11.680.03750.4411.00Area CAD7.130.03750.2711.006.150.150.200.1811.003.750.150.200.11Segundo aligeradoLosa11.00Area CAD24.380.051.2211.00Area CAD20.630.051.0311.00Area CAD41.920.052.1011.00Area CAD42.220.052.1111.00Area CAD42.220.052.1111.00Area CAD42.220.052.1111.00Area CAD29.440.051.4711.00Area CAD16.300.050.8211.00Area CAD16.200.050.8111.00Area CAD11.110.050.56Viguetas11.00Area CAD24.380.03750.9111.00Area CAD20.630.03750.7711.00Area CAD41.920.03751.5711.00Area CAD42.220.03751.5811.00Area CAD42.220.03751.5811.00Area CAD42.220.03751.5811.00Area CAD29.440.03751.1011.00Area CAD16.300.03750.6111.00Area CAD16.200.03750.6111.00Area CAD11.110.03750.4201.04.07.02LOSA ALIGERADA LADRILLO ARCILLA 15X30X30 cmm2579.41583.65AdministracinPrimer aligerado11.00Area CAD23.7823.7811.00Area CAD8.818.8111.00Area CAD23.7823.7811.00Area CAD8.818.8111.00Area CAD23.7823.7811.00Area CAD8.818.8111.00Area CAD10.3710.3711.00Area CAD9.789.7811.00Area CAD10.1510.1511.00Area CAD10.2410.24Segundo aligerado11.00Area CAD27.0627.0611.00Area CAD9.929.9211.00Area CAD27.3027.3011.00Area CAD10.0110.01AuditorioPrimer aligerado11.00Area CAD11.3611.3611.00Area CAD31.0631.0611.00Area CAD18.9418.9411.00Area CAD11.6811.6811.00Area CAD7.137.13Segundo aligerado11.00Area CAD24.3824.3811.00Area CAD20.6320.6311.00Area CAD41.9241.9211.00Area CAD42.2242.2211.00Area CAD42.2242.2211.00Area CAD42.2242.2211.00Area CAD29.4429.4411.00Area CAD16.3016.3011.00Area CAD16.2016.2011.00Area CAD11.1111.1101.04.07.03LOSA ALIGERADA ENCOFRADO Y DESENCOFRADOm2579.41583.65AdministracinPrimer aligerado11.00Area CAD23.7823.7811.00Area CAD8.818.8111.00Area CAD23.7823.7811.00Area CAD8.818.8111.00Area CAD23.7823.7811.00Area CAD8.818.8111.00Area CAD10.3710.3711.00Area CAD9.789.7811.00Area CAD10.1510.1511.00Area CAD10.2410.24Segundo aligerado11.00Area CAD27.0627.0611.00Area CAD9.929.9211.00Area CAD27.3027.3011.00Area CAD10.0110.01AuditorioPrimer aligerado11.00Area CAD11.3611.3611.00Area CAD31.0631.0611.00Area CAD18.9418.9411.00Area CAD11.6811.6811.00Area CAD7.137.13Segundo aligerado11.00Area CAD24.3824.3811.00Area CAD20.6320.6311.00Area CAD41.9241.9211.00Area CAD42.2242.2211.00Area CAD42.2242.2211.00Area CAD42.2242.2211.00Area CAD29.4429.4411.00Area CAD16.3016.3011.00Area CAD16.2016.2011.00Area CAD11.1111.1101.04.07.04LOSA ALIGERADA ACERO FY=4200 KG/CM2kg4,421.984421.98VER CUADRO DE METRADOS11.004,421.984,421.9801.05ESTRUCTURA DE MADERA Y COBERTURA01.05.01CORREAS DE MADERA 2"X2"ml553.42553.42Administracin((1))17.0013.0991.63((2))13.0013.0939.27((3))13.0015.2445.72((4))11.009.979.9711.0010.8110.8111.0011.6411.6411.0012.4912.4911.0013.3213.3211.0014.1614.1611.0015.0015.00Auditorio((5))17.003.8526.9511.004.194.1911.005.385.3811.006.576.5711.007.767.7611.008.968.9611.0010.1510.15((6))121.0010.45219.4501.05.02COBERTURA TEJA ANDINA (0.72x1.14)m2510.41510.41Administracin11.00Area CAD82.5282.5211.00Area CAD31.6631.6611.00Area CAD61.2261.2211.00Area CAD23.9123.91Auditorio11.00Area CAD215.05215.0511.00Area CAD64.6364.6311.00Area CAD17.9817.9811.00Area CAD13.4413.4401.05.03CUMBRERA TEJA ANDINAml10.4510.45Auditorio11.0010.4510.45

ARQUITECTURAEXPEDIENTE TCNICOSUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO SANTA ROSA DISTRITO DE HUACHOCOLPA - TAYACAJA - HUANCAVELICAHOJA DE METRADOS PABELLON ADMINISTRATIVODISTRITO : HUACHOCOLPAPROVINCIA : TAYACAJADEPARTAMENTO : HUANCAVELICACLIENTE : MUNICIPALIDAD DISTRITAL DE HUACHOCOLPAFECHA : MARZO 2012FECHA : SETIEMBRE 2011PROVINCIA : TAYACAJADEPARTAMENTO : HUANCAVELICACLIENTE : MUNICIPALIDAD DISTRITAL DE HUACHOCOLPAPROYECTO: SUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO "SANTA ROSA" DISTRITO DE HUACHOCOLPA, TAYACAJA HUANCAVELICAFECHA : AGOSTO 2011CODIGODESCRIPCIONCANTVECESDIMENSIONESMETRADOUNIDLARGOANCHOALTOPARCIALTOTAL002CONSTRUCCION DE PABELLON ADMINISTRATIVO02ARQUITECTURA02.01MUROS Y TABIQUES DE ALBAILERIA02.01.01MURO DE LADRILLO KING-KONG (9x12x24) CABEZA J/1.5CM C:A/1:4m2156.96AdministracinPrimera plantaEje I - I11.003.650.301.1611.003.650.100.3911.003.900.301.2311.003.900.100.4111.004.440.301.4011.004.440.100.46Eje 17-1711.002.302.405.8011.003.252.408.1911.00Area CAD0.991.0411.00Area CAD3.773.96Eje 20-2011.002.302.405.8011.002.352.405.92Segunda plantaEje I - I11.003.810.301.2011.003.810.100.4011.003.850.301.2211.003.850.100.41Eje 25-2511.00Area CAD0.080.0811.00Area CAD2.122.2311.00Area CAD4.955.2011.00Area CAD4.664.8911.00Area CAD0.991.0411.00Area CAD3.773.96Eje H-H11.003.852.7711.19AuditorioPrimera plantaEje I-I11.004.420.301.4011.004.420.100.46Eje 25-2511.003.582.649.9211.002.032.645.6311.000.952.642.64Eje 30-3011.003.753.5513.9811.006.153.5522.92Segunda plantaEje 25-2511.003.584.2015.7911.003.784.2016.6702.01.02MURO LADRILLO KING-KONG (9x12x24) SOGA J/1.5CM C:A/1:4m2259.98AdministracinPrimera plantaEje H-H11.003.102.106.84Ventana 041-1.002.001.40-2.9411.003.352.107.39Ventana 041-1.002.001.40-2.9411.003.892.108.58Ventana 041-1.002.001.40-2.94Eje I-I11.002.372.405.9711.003.351.505.2811.003.891.506.1311.002.391.503.7711.000.732.101.6111.0013.090.101.38Eje 17-1711.006.890.100.7211.002.830.100.29Eje 19-1911.00Area CAD8.008.4011.00Area CAD1.131.1911.00Area CAD2.332.45Entre Ejes 20-2111.004.652.8013.67Segunda plantaEntre Ejes H-I11.001.703.255.81Volado11.003.512.609.59Ventana 161-1.002.251.00-2.36Eje I - I11.009.790.101.03Eje 20-2011.00Area CAD5.205.4611.006.890.100.7211.002.830.100.29Entre Ejes 20-2111.00Area CAD5.315.5811.00Area CAD6.316.6311.000.563.181.8711.00Area CAD11.9712.57Eje 21-2111.001.150.901.09AuditorioPrimera plantaEje G-G11.004.872.7414.01Ventana 061-2.001.401.00-2.9418.001.401.3515.8811.00Area CAD9.8710.3611.00Area CAD2.242.35Entre Ejes G-H11.001.181.942.40Eje H-H11.001.332.944.11Ventana 051-1.001.600.80-1.3411.000.652.942.0111.001.322.944.07Entre Ejes H-I11.002.352.947.26Eje I-I16.001.401.3511.9111.00Area CAD4.094.2911.00Area CAD0.840.8811.001.401.351.9811.00Area CAD2.903.0511.00Area CAD3.753.9411.00Area CAD2.242.35Eje 24-2411.003.232.648.9611.000.952.642.64Entre Ejes 24-2511.002.531.945.1611.000.602.941.85Segunda plantaEje G-G11.00Area CAD13.6613.66Ventana 181-1.00Area CAD1.43-1.43Ventana 191-1.00Area CAD1.10-1.1011.0022.980.102.3011.0012.740.101.27Eje H-H11.001.154.054.6611.005.470.100.5511.0022.980.102.30Eje 24-2411.003.230.902.91Entre Ejes 24-2511.002.303.908.97Eje 25-2511.002.830.100.28Entre Ejes 25-2612.000.554.054.4611.003.200.902.8802.01.03TABIQUERIA DE MELANINE 16MM C/ ESTRUCTURA DE ALUMINIO H=1.80MM214.27AuditorioS.H.D (INC. PUERTA)11.001.481.802.6611.001.881.803.38S.H.V (INC. PUERTA)11.003.121.805.6211.000.951.801.7111.000.501.800.9002.02REVOQUES ENLUCIDOS Y DERRAMES02.02.01TARRAJEO PRIMARIO RAYADO (MORTERO 1:5)m248.49AuditorioS.H.DIS11.006.651.208.38S.H.D.11.0011.151.2014.05S.H.V.11.0014.251.2017.96S.H. direccin11.005.151.206.49Lavadero de S.H.D. + S.H.V.12.00Area CAD0.771.6202.02.02TARRAJEO EN INTERIORES (MORTERO 1:5)m2596.39AdministracinCPrimera plantaAEje I - I11.003.650.301.16B11.003.650.100.39E11.003.900.301.23Z11.003.900.100.41A11.004.440.301.4011.004.440.100.46Eje 17-1711.002.302.606.2811.003.252.608.8711.00Area CAD0.991.0411.00Area CAD3.773.96Eje 20-2012.002.302.6012.5612.002.352.6012.83Segunda plantaEje H-H11.003.852.7711.19Eje I - I11.003.810.301.2011.003.810.100.4011.003.850.301.2211.003.850.100.41Eje 20-2012.00Area CAD0.080.1712.00Area CAD2.124.4511.00Area CAD4.955.2011.00Area CAD4.664.8911.00Area CAD0.991.0411.00Area CAD3.773.96AuditorioPrimera plantaEje I-I11.004.420.301.4011.004.420.100.46Eje 25-2511.003.582.8410.6811.003.581.646.1612.002.032.8412.1112.000.952.845.67Eje 30-3011.003.753.5513.9811.006.153.5522.92Segunda plantaEje 25-2512.003.584.2031.5712.003.784.2033.34SAdministracinOPrimera plantaGEje H-H11.003.102.307.49AVentana 041-1.002.001.40-2.9411.003.352.308.10Ventana 041-1.002.001.40-2.9411.003.892.309.40Ventana 041-1.002.001.40-2.94Placa11.00Area CAD1.261.32Eje I-I11.002.372.606.4711.003.351.705.9911.003.891.706.9411.002.391.704.2611.000.732.301.76Eje 19-1912.00Area CAD8.5517.9612.00Area CAD1.132.3712.00Area CAD2.465.17Entre Ejes 20-2112.004.653.0029.30Segunda plantaEje H-HPlaca11.00Area CAD3.964.16Entre Ejes H-I12.001.703.2511.60Volado11.003.512.609.59Ventana 161-1.002.251.00-2.36Eje 20-2011.00Area CAD5.205.46Entre Ejes 20-2112.00Area CAD5.3111.1512.00Area CAD6.3113.2512.000.563.183.7412.00Area CAD11.9725.14Eje 21-2112.001.150.902.17AuditorioPrimera plantaEje G-G11.004.872.7414.01Ventana 061-2.001.401.00-2.9418.001.401.3515.8811.00Area CAD9.8710.3611.00Area CAD2.242.35Entre Ejes G-H12.001.182.145.30Eje H-H12.001.333.148.77Ventana 051-2.001.600.80-2.6911.000.653.142.1411.001.323.144.35Entre Ejes H-I11.002.353.147.75Eje I-I16.001.401.3511.9111.00Area CAD4.094.2911.00Area CAD0.840.8811.001.401.351.9811.00Area CAD2.903.0511.00Area CAD3.753.9411.00Area CAD2.242.35Eje 24-2411.003.232.849.6311.003.231.645.5712.000.952.845.67Entre Ejes 24-2512.002.532.1411.3712.000.603.143.96Segunda plantaEje G-G11.00Area CAD13.6614.34Ventana 181-1.00Area CAD1.43-1.43Ventana 191-1.00Area CAD1.10-1.10Eje H-H12.001.154.059.79Eje 24-2412.003.230.906.10Entre Ejes 24-2512.002.303.9018.84Entre Ejes 25-2614.000.554.059.3612.003.200.906.0502.02.03TARRAJEO EN EXTERIORES (MORTERO 1:5)m2264.63AdministracinCPrimera plantaAEje I - I11.003.650.301.10B11.003.650.100.37E11.003.900.301.17Z11.003.900.100.39A11.004.440.301.3311.004.440.100.44Eje 17-1711.002.302.605.9811.003.252.608.4511.00Area CAD0.990.9911.00Area CAD3.773.77Segunda plantaEje H-H11.003.852.7710.66Eje I - I11.003.810.301.1411.003.810.100.3811.003.850.301.1611.003.850.100.39Eje 20-2011.00Area CAD4.9511.00Area CAD4.954.9511.00Area CAD4.664.6611.00Area CAD0.990.9911.00Area CAD3.773.77AuditorioPrimera plantaEje I-I11.004.420.301.3311.004.420.100.44Eje 30-3011.003.753.5513.3111.006.153.5521.83SAdministracinOPrimera plantaGEje H-H11.003.102.307.13AVentana 041-1.002.001.40-2.8011.003.352.307.71Ventana 041-1.002.001.40-2.8011.003.892.308.95Ventana 041-1.002.001.40-2.80Placa11.00Area CAD1.261.26Eje I-I11.002.372.606.1611.003.351.705.7011.003.891.706.6111.002.391.704.0611.000.732.301.6812.0013.090.102.62Eje 17-1712.006.890.101.3812.002.830.100.57Entre Ejes 20-2111.004.652.8013.02Segunda plantaEje H-HPlaca11.00Area CAD3.963.96Entre Ejes H-I11.001.703.255.53Volado11.003.512.609.13Ventana 161-1.002.251.00-2.25Eje I - I11.009.790.100.98Eje 20-2011.00Area CAD5.205.2012.006.890.101.3812.002.830.100.57AuditorioPrimera plantaEje G-G11.004.872.9414.32Ventana 061-2.001.401.00-2.8018.001.401.3515.1211.00Area CAD9.879.8711.00Area CAD2.242.24Eje I-I16.001.401.3511.3411.00Area CAD4.094.0911.00Area CAD0.840.8411.001.401.351.8911.00Area CAD2.902.9011.00Area CAD3.753.7511.00Area CAD2.242.24Segunda plantaEje G-G11.00Area CAD13.6613.66Ventana 181-1.00Area CAD1.43-1.43Ventana 191-1.00Area CAD1.10-1.1012.0022.980.104.6012.0012.740.102.55Eje H-H12.005.470.101.0912.0022.980.104.60Eje 24-2411.003.230.902.9102.02.04TARRAJEO EN COLUMNAS (MORTERO 1:5)m2603.96AdministracinPrimer pisoEje 17-17 (C-1)11.00Perimetro1.654.156.8511.00Perimetro1.655.609.24(C-4)11.00Perimetro0.503.951.98Eje 18-18 (C-2)11.00Perimetro1.604.156.6411.00Perimetro1.605.608.96Eje 19-19 (C-2)11.00Perimetro1.604.156.6411.00Perimetro1.605.608.96Eje 20-20 (C-1)12.00Perimetro1.654.0013.20(C-4)11.00Perimetro0.504.002.00Eje 21-21 (C-3)12.00Perimetro2.604.0020.80Eje 22-22 (C-1)12.00Perimetro1.904.0015.20Segundo pisoEje 20-20 (C-1)11.00Perimetro1.653.135.1611.00Perimetro1.404.606.44(C-4)11.00Perimetro0.503.751.88Eje 21-21 (C-3)11.00Perimetro1.403.154.4111.00Perimetro2.604.5511.83Eje 22-22 (C-1)11.00Perimetro1.653.155.2011.00Perimetro1.904.558.65AuditorioEje 22-22 (C-1)12.00Perimetro1.703.9813.53Eje 24-24 (C-1)12.00Perimetro1.406.4618.09Eje 24-24 (C-2)11.00Perimetro2.008.5617.12Eje 25-25 (C-1)12.00Perimetro1.208.9621.50Eje 25-25 (C-2)11.00Perimetro1.758.9615.68Entre ejes 25-26 (C-5)12.00Perimetro2.508.6043.00Eje 26-26 (C-4)12.00Perimetro3.408.2255.90Entre ejes 26-27 (C-5)12.00Perimetro2.507.8539.25Eje 27-27 (C-4)12.00Perimetro3.407.4850.86Entre ejes 27-28 (C-5)12.00Perimetro2.507.1035.50Eje 28-28 (C-4)12.00Perimetro3.406.7245.70Entre ejes 28-29 (C-5)12.00Perimetro2.506.3531.75Eje 29-29 (C-4)12.00Perimetro3.405.9640.53Eje 30-30 (C-2)12.00Perimetro1.305.4614.20Eje 30-30 (C-25x50)12.00Perimetro1.355.4014.58Eje 30-30 (C-3)11.00Perimetro0.505.462.7302.02.05TARRAJEO EN VIGAS (MORTERO 1:5)m2423.34AdministracinEje H-HV. CANAL (0.65X0.50) (primer aligerado)V (0.25X0.50)11.003.651.003.65V (0.25X0.50)11.003.901.003.90V (0.25X0.50)11.004.441.004.44V (0.10X0.75)11.0013.541.0013.54V. S. (0.25X0.40)11.003.810.853.2411.003.850.853.27V. CANAL (0.65X0.50) (segundo aligerado)V (0.25X0.50)11.003.811.003.81V (0.25X0.50)11.003.851.003.85V (0.10X0.75)11.009.861.009.86Eje H'-H'V. S.'' (0.25X0.40)11.004.510.652.93Eje I - IV. S. (0.25X0.40)11.003.651.053.8311.003.901.054.1011.004.441.054.6611.003.810.652.4811.003.850.652.50V.CH. (0.25X0.20)11.003.650.501.8311.003.900.501.9511.004.440.502.22V. S. (0.25X0.40)11.003.650.903.2911.003.900.903.5111.004.440.904.00V. S. (0.25X0.40)11.003.811.054.0011.003.851.054.04V.CH. (0.25X0.20)11.003.810.501.9111.003.850.501.93V. S. (0.25X0.40)11.003.810.903.4311.003.850.903.47VoladoVM 100 (0.15X0.60) (primer aligerado)12.009.361.1521.53V. CANAL (0.65X0.50) (primer aligerado)V (0.25X0.50)11.004.101.004.10V (0.25X0.50)11.003.901.003.90V (0.25X0.50)11.004.441.004.44V (0.10X0.75)11.0013.541.0013.54V. CANAL (0.65X0.50) (segundo aligerado)V (0.25X0.50)11.004.511.004.51V (0.25X0.50)11.004.551.004.55V (0.10X0.75)11.009.861.009.86Eje 17-17V.P. 100A (0.25X0.20)11.002.300.501.1511.003.250.501.6311.002.370.501.1911.003.340.501.67V.P. 100A (0.25xVAR)11.00Area CAD1.631.6311.00Area CAD1.141.1411.002.800.250.70Ejes 18 y 19V.P. 100B (0.30X0.50)12.005.450.909.81V.P. 100B (0.30xVAR)14.00Area CAD1.144.5612.002.800.301.68Eje 20-20V.P. 100C (0.25X0.50)11.002.300.801.8411.003.250.802.60V.P. 100C (0.25xVAR)12.00Area CAD1.142.2811.002.800.250.70V.P. 100C (0.25X0.50)11.00Area CAD0.920.9211.00Area CAD0.450.4511.003.340.802.67V.P. 100C (0.25X0.20)11.002.300.501.1511.003.250.501.6311.002.370.250.5911.003.340.250.84V.P. 100C (0.25xVAR)12.00Area CAD1.142.2811.002.800.250.70Entre ejes 20-21V.CH. (0.25X0.20)11.003.250.250.81Eje 21-21V.P. 100B (0.30X0.50)11.005.301.105.8311.002.401.102.6411.005.451.106.00V.P. 100B (0.30xVAR)12.00Area CAD1.142.2811.002.800.250.70Eje 22-22V.P. 100B (0.25X0.50)11.005.300.251.3311.002.400.250.60V.P. 100B (0.25X0.50)11.005.450.251.36V.P. 100B (0.25xVAR)11.00Area CAD1.631.6311.00Area CAD1.141.1411.002.800.250.70AuditorioEje G-GV.A. 100 (0.25X0.40)11.005.050.703.5411.002.000.751.50V.A. 200 (0.25X0.50)11.006.201.056.5111.002.740.902.4711.002.011.052.1114.003.651.0515.3311.002.280.902.0511.001.400.901.26Eje H-HV.A. 100 (0.25X0.40)11.005.050.653.2811.002.050.651.33V.A. 200 (0.25X0.50)11.006.251.056.5611.005.501.055.78Eje I-IV.A. 100 (0.25X0.40)11.004.420.703.0911.001.830.701.28VCH. 100 (0.15X0.30)11.001.370.751.03VCH. 101 (0.15X0.30)11.002.280.751.71V.A. 202 (0.25X0.40)11.004.420.750.40V.A. 202'(0.25X0.20)11.004.420.250.20V.A. 102" (0.25X0.40)11.004.420.250.40V.A. 200 (0.25X0.50)14.003.650.253.6511.002.280.250.5711.001.400.250.35VM 100 (0.15X0.60)12.005.050.151.52V. CANAL (0.65X0.50) (segundo aligerado)V (0.25X0.50)11.005.051.005.05V (0.10X0.75)11.005.551.005.55Eje 22-22V.P. 204 (0.25X0.40)11.003.800.853.23Eje 24-24V.P. 100 (0.25X0.50)11.003.231.053.3911.005.921.056.2211.002.401.052.52V.P. 203 (0.25X0.50)11.003.231.053.3911.006.351.056.67V.P. 205 (0.25xVAR)11.00Area CAD1.631.6311.00Area CAD1.141.1411.002.800.250.70Entre ejes 24-25V (0.25X0.30)11.008.200.201.64Eje 25-25V.P. 100 (0.25X0.50)11.003.580.853.0411.005.920.855.03V.P. 202 (0.25X0.50)11.003.580.853.0411.005.920.855.03V.P. 205 (0.25xVAR)11.00Area CAD1.631.6311.00Area CAD1.141.1411.002.800.250.70Ejes 26, 27, 28 y 29V.P. 201 (0.30X0.70)18.00Area CAD5.2341.8411.009.810.302.94Eje 30-30V.P. 200 (0.25X0.40)11.003.760.552.0711.006.150.553.38V (0.10X0.75)11.005.551.005.5502.02.06DERRAMES E=15 cm (MORTERO 1:5)ML338.81Auditorio11.00156.66156.66Administracin11.00182.15182.1502.02.07BRUASML271.40Auditorio11.00144.90144.90Administracin11.00126.50126.5002.03CIELORRASOS02.03.01CIELORRASOS CON MEZCLA DE CEMENTO-ARENAm2583.65Auditorio11.00Area CAD11.3611.3611.00Area CAD31.0631.0611.00Area CAD18.9418.9411.00Area CAD11.6811.6811.00Area CAD7.137.1311.00Area CAD24.3824.3811.00Area CAD20.6320.6311.00Area CAD41.9241.9211.00Area CAD42.2242.2211.00Area CAD42.2242.2211.00Area CAD42.2242.2211.00Area CAD29.4429.4411.00Area CAD16.3016.3011.00Area CAD16.2016.2011.00Area CAD11.1111.11Administracin11.00Area CAD24.6024.6011.00Area CAD9.029.0211.00Area CAD23.4023.4011.00Area CAD8.588.5811.00Area CAD26.6426.6411.00Area CAD9.779.7711.00Area CAD10.3710.3711.00Area CAD9.789.7811.00Area CAD10.1510.1511.00Area CAD10.2410.2411.00Area CAD27.0627.0611.00Area CAD9.929.9211.00Area CAD27.3027.3011.00Area CAD10.0110.0102.04PISOS Y PAVIMENTOS02.04.01CONTRAPISO DE 48 mm, MEZCLA 1:5m2544.55AdministracinPPrimer plantaOHall11.00Area CAD38.4738.47RPool de oficinas11.00Area CAD18.9318.93CDepsito11.00Area CAD27.5427.54ECentro de Cmputo11.00Area CAD49.5249.52LSegunda plantaASala de profesores11.00Area CAD18.6018.60NTutora11.00Area CAD11.8211.82APasillo11.00Area CAD16.6016.60TOAuditorioPrimer plantaIngreso11.00Area CAD20.8520.85Foyer11.00Area CAD30.1330.13Sum11.00Area CAD162.88162.88Escenario11.00Area CAD38.9738.97Segunda plantaDireccin11.00Area CAD18.2518.25Secretara11.00Area CAD14.3714.37Espera11.00Area CAD18.8218.82Cabina de control11.00Area CAD7.967.96Balcn11.00Area CAD12.9912.99Pasillo11.00Area CAD14.3014.30CAuditorioEPrimer plantaRS.H.D.11.00Area CAD7.277.27AS.H.V.11.00Area CAD11.1011.10MS.H. dis.11.00Area CAD3.393.39ISegn plantaCOS.H.11.00Area CAD1.791.7902.04.02PISO DE CERAMICO ANTIDESLIZANTE ALTO TRANSITO 40 x40 CMm223.55AuditorioPrimer plantaS.H.D.11.00Area CAD7.277.27S.H.V.11.00Area CAD11.1011.10S.H. dis.11.00Area CAD3.393.39Segn plantaS.H.11.00Area CAD1.791.7902.04.03PISO DE PORCELANATO MARMOLIZADO 50 x50 CMM2503.26AdministracinPrimer plantaHall11.00Area CAD38.4738.47Pool de oficinas11.00Area CAD18.9318.93Depsito11.00Area CAD27.5427.54Centro de Cmputo11.00Area CAD49.5249.52Segunda plantaSala de profesores11.00Area CAD18.6018.60Tutora11.00Area CAD11.8211.82Pasillo11.00Area CAD16.6016.60AuditorioPrimer plantaFoyer11.00Area CAD30.1330.13Sum11.00Area CAD162.88162.88Escalera11.00Area CAD3.113.11Escenario11.00Area CAD38.9738.97Segunda plantaDireccin11.00Area CAD18.2518.25Secretara11.00Area CAD14.3714.37Espera11.00Area CAD18.8218.82Cabina de control11.00Area CAD7.967.96Balcn11.00Area CAD12.9912.99Pasillo11.00Area CAD14.3014.3002.05ZOCALOS Y CONTRAZOCALOS02.05.01ZOCALO DE CERAMICO 20 x 30 CMm246.18AuditorioS.H.DIS11.006.651.207.98S.H.D.11.0011.151.2013.38S.H.V.11.0014.251.2017.10S.H. direccin11.005.151.206.18Lavadero de S.H.D. + S.H.V.12.00Area CAD0.771.5402.05.02CONTRAZOCALO CEMENTO S/N COLOREAR H = 30 cmML137.38Auditorio11.0084.6884.68Administracin11.0052.7052.7002.05.03CONTRAZOCALO DE CERAMICO 40x 40 CM H= 10 CMML234.14AdministracinPrimer plantaHall11.0012.2012.20Pool de oficinas11.0014.8614.86Depsito11.0020.4320.43Centro de Cmputo11.0028.4328.43Segunda plantaSala de profesores11.0012.9812.98Tutora11.0012.3312.33Pasillo11.005.755.75AuditorioPrimer plantaFoyer11.007.787.78Sum11.0047.5647.56Escenario11.0022.6422.64Segunda plantaDireccin11.0012.5112.51Secretara11.003.283.28Espera11.0011.4511.45Cabina de control11.0014.5514.55Balcn11.002.982.98Pasillo11.004.414.4102.06CARPINTERIA DE MADERA02.06.01PUERTA APANELADAm223.23AuditorioP-211.001.002.102.10P-514.000.902.107.56AdministracinPrimer pisoP-111.001.202.603.12P-211.001.002.602.60P-511.000.902.101.89Segundo pisoP-211.001.002.602.60P-511.000.902.101.89P-611.000.702.101.4702.07CARPINTERIA METALICA Y HERRERIA02.07.01VENTANA METALICA (INC. VENTANA/M2)m2138.00V-111.003.400.802.72V-211.004.190.803.35V-311.002.660.802.13V-413.002.001.408.40V-511.001.600.801.28V-612.001.401.002.80V-712.001.405.7015.96V-812.001.405.3314.92V-912.001.404.9513.86V-1012.001.404.5712.80V-1112.001.404.2011.76V-1212.001.403.8210.70V-1311.001.403.454.83V-1412.001.403.018.43V-1511.00Area CAD4.444.44V-1611.002.251.002.25V-1711.003.231.013.26V-1811.001.401.281.79V-1911.001.002.242.24V-2011.003.203.1510.0802.07.02MAMPARA METALICAm277.13M-111.00Area CAD14.6914.69M-2 (inc. P-3)11.00Area CAD14.6314.63P-411.003.002.106.30M-3 (inc. P-7)11.003.002.607.80M-4 (inc. P-7)11.005.052.6013.13M-5 (inc. P-7)11.005.052.6013.13M-611.00Area CAD7.457.4502.07.02BARANDA PASADIZO C/TUBO 2" Y 1"ML27.75Administracin11.006.356.3511.003.853.85Auditorio11.005.575.5711.002.402.4011.003.503.5011.006.086.0802.07.03ESCALERA METALICAund1.0011.001.001.0002.08CERRAJERIA02.08.01BISAGRA ALUMINIZADA CAPUCHINA DE 4" X 4"UN44.00114.0044.0002.08.02CERRADURA PARCHE 2 GOLPESUN6.0011.006.006.0002.08.03CERRADURA DE PERILLA TIPO BOLAUN5.0011.005.005.0002.09VIDRIOS, CRISTALES Y SIMILARES02.09.01VIDRIO TEMPLADO DE 6MMm2138.00AdministracinV-111.003.400.802.72V-211.004.190.803.35V-311.002.660.802.13V-413.002.001.408.40V-511.001.600.801.28V-612.001.401.002.80V-712.001.405.7015.96V-812.001.405.3314.92V-912.001.404.9513.86V-1012.001.404.5712.80V-1112.001.404.2011.76V-1212.001.403.8210.70V-1311.001.403.454.83V-1412.001.403.018.43V-1511.00Area CAD4.444.44V-1611.002.251.002.25V-1711.003.231.013.26V-1811.001.401.281.79V-1911.001.002.242.24V-2011.003.203.1510.0802.09.02VIDRIO TEMPLADO DE 10 mm.m279.35M-111.00Area CAD14.6914.69M-2 (inc. P-3)11.00Area CAD14.6314.63P-411.003.002.848.52M-3 (inc. P-7)11.003.002.607.80M-4 (inc. P-7)11.005.052.6013.13M-5 (inc. P-7)11.005.052.6013.13M-611.00Area CAD7.457.4502.10PINTURA02.10.01PINTURA EN CIELORASOS AL LATEXm2583.65SUMATORIA DE PARTIDA TARRAJEO DE CIELORRASO11.00583.65583.6502.10.02PINTURA EN COLUMNAS AL LATEXm2603.96SUMATORIA DE PARTIDA TARRAJEO DE COLUMNAS11.00603.96603.9602.10.03PINTURA EN VIGAS AL LATEXm2423.34SUMATORIA DE PARTIDA TARRAJEO DE VIGAS11.00423.34423.3402.10.04PINTURA EN MUROS INTERIORES AL LATEXm2596.39SUMATORIA DE PARTIDA TARRAJEO EN INTERIORES11.00596.39596.3902.10.05PINTURA EN MUROS EXTERIORES C/DURA LATEXm2264.63SUMATORIA DE PARTIDA TARRAJEO EN EXTERIORES11.00264.63264.6302.10.06PINTURA LATEX EN DERRAMES DE A=15CM.ML338.81SUMATORIA DE PARTIDA DERRAMES11.00338.81338.8102.10.07PINTURA ESMALTE EN CONTRAZOCALOS H=30CMML137.38SUMATORIA DE PARTIDA CONTRAZOCALO11.00137.38137.3802.10.08PINTURA EN CARPINTERIA DE MADERA CON BARNIZm223.23SUMATORIA DE PARTIDA CARPINTERIA DE MADERA11.0023.2323.2302.10.09PINTURA EN CARPINTERIA METALICA C/ESMALTEm216.25BARANDA METLICA11.0018.050.916.2502.11VARIOS, LIMPIEZA Y JARDINERIA02.11.01JUNTA SISMICA DE 1" EN MUROS C/SILICONAML56.0011.0056.0056.0002.11.02JUNTA DE DILATACION EN PISO EXT. C/SELLO ASFALT.ML5.4011.005.405.4002.11.03SEALIZACIONglb1.0011.001.001.00

INST SANITEXPEDIENTE TCNICOSUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO SANTA ROSA DISTRITO DE HUACHOCOLPA - TAYACAJA - HUANCAVELICAHOJA DE METRADOS PABELLON ADMINISTRATIVODISTRITO : HUACHOCOLPAPROVINCIA : TAYACAJADEPARTAMENTO : HUANCAVELICACLIENTE : MUNICIPALIDAD DISTRITAL DE HUACHOCOLPAFECHA : MARZO 2012FECHA : SETIEMBRE 2011PROVINCIA : TAYACAJADEPARTAMENTO : HUANCAVELICACLIENTE : MUNICIPALIDAD DISTRITAL DE HUACHOCOLPAPROYECTO: SUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO "SANTA ROSA" DISTRITO DE HUACHOCOLPA, TAYACAJA HUANCAVELICAFECHA : AGOSTO 2011CODIGODESCRIPCIONCANTVECESDIMENSIONESMETRADOUNIDLARGOANCHOALTOPARCIALTOTAL002CONSTRUCCION DE PABELLON ADMINISTRATIVO03INSTALACIONES SANITARIAS03.01APARATOS Y ACCESORIOS SANITARIOS03.01.01INODORO TOP PICCE C/FLUXOMETROUN6.0019.02PRIMERA PLANTAS.H.V Y S.H.D5.005.00SEGUNDA PLANTASS.HH Direccion1.001.0003.01.02LAVATORIO DE LOZA BLANCA 20"X16"UN1.00SEGUNDA PLANTASS.HH Direccion1.001.0003.01.03LAVATORIO OVALADO4.00PRIMERA PLANTAS.H.V Y S.H.D4.004.0003.01.04URINARIOS DE LOZA DE PICO BLANCOpza2.00PRIMERA PLANTAS.H.V Y S.H.D2.002.0003.01.05LLAVE CROMADO 1/2" PARA LAVATORIOUN5.00PRIMERA PLANTAS.H.V Y S.H.D4.004.00SEGUNDA PLANTASS.HH Direccion1.001.0003.01.06LLAVE CROMADO PARA URINARIOUN2.00PRIMERA PLANTAS.H.V Y S.H.D2.002.0003.02SISTEMA DE DESAGUE03.02.01SALIDA DE DESAGUE PVC D=4"pto6.00PRIMERA PLANTAS.H.V Y S.H.D5.005.00SEGUNDA PLANTASS.HH Direccion1.001.0003.02.02SALIDA DE DESAGUE PVC D=2"pto7.00PRIMERA PLANTAS.H.V Y S.H.D6.006.00SEGUNDA PLANTASS.HH Direccion1.001.0003.02.03SALIDA DE VENTILACION PVC D=2"pto6.00PRIMERA PLANTAS.H.V Y S.H.D5.005.00SEGUNDA PLANTASS.HH Direccion1.001.0003.02.04REGISTROS DE BRONCE 4"UN5.00PRIMERA PLANTAS.H.V Y S.H.D5.005.0003.02.05TUBERIA DE PVC SAL 4"ML29.13PRIMERA PLANTAS.H.V Y S.H.D1.0028.2528.25SEGUNDA PLANTASS.HH Direccion1.000.880.8803.02.06TUBERIA DE PVC SAL 2"ML10.79PRIMERA PLANTAS.H.V Y S.H.D1.008.488.48SEGUNDA PLANTASS.HH Direccion1.002.312.3103.02.07TUBERIA DE VENTILACION 2"ML4.77PRIMERA PLANTAS.H.V Y S.H.D1.004.124.12SEGUNDA PLANTASS.HH Direccion1.000.650.6503.02.08YEE PVC SAL 4"ML4.00PRIMERA PLANTAS.H.V Y S.H.D4.004.0003.02.09YEE PVC SAL 2"pza3.00PRIMERA PLANTAS.H.V Y S.H.D2.002.00SEGUNDA PLANTASS.HH Direccion1.001.0003.02.10YEE PVC SAL 4" x 2"pza12.00PRIMERA PLANTAS.H.V Y S.H.D10.0010.00SEGUNDA PLANTASS.HH Direccion2.002.0003.02.11YEE SANITARIA PVC SAL 4"pza6.00PRIMERA PLANTAS.H.V Y S.H.D5.005.00SEGUNDA PLANTASS.HH Direccion1.001.0003.02.12CODO C/REDUC PVC SAL 4" A 2"pza6.00PRIMERA PLANTAS.H.V Y S.H.D5.005.00SEGUNDA PLANTASS.HH Direccion1.001.0003.02.13REDUCCION PVC SAL 4" A 2"2.00PRIMERA PLANTApzaS.H.V Y S.H.D2.002.0003.02.14CAJA DE REGISTRO DE 12" X 24"UN2.00PRIMERA PLANTA2.002.0003.03SISTEMA DE AGUA FRIA03.03.01SALIDA DE AGUA FRIA DE 1/2"pto14.00PRIMERA PLANTA11.001.0011.00SEGUNDA PLANTA3.001.003.0003.03.02TUBERIA PVC CLASE 10 DE 1/2"ML34.95PRIMERA PLANTA26.451.0026.45SEGUNDA PLANTA8.501.008.5003.03.03TUBERIA PVC CLASE 10 DE 3/4"ML2.00PRIMERA PLANTA2.001.002.0003.03.04CODO PVC SAP 1/2" x 90UN27.00PRIMERA PLANTA19.001.0019.00SEGUNDA PLANTA8.001.008.0003.03.05TEE PVC SAP 1/2"UN12.00PRIMERA PLANTA9.001.009.00SEGUNDA PLANTA3.001.003.0003.03.06REDUCCION PVC SAP 3/4" a 1/2"UN1.00PRIMERA PLANTA1.001.001.0003.03.07VALVULAS DE COMPUERTA DE BRONCE DE 1/2"UN4.00PRIMERA PLANTA3.001.003.00SEGUNDA PLANTA1.001.001.0003.03.08VALVULAS DE COMPUERTA DE BRONCE DE 3/4"UN1.00PRIMERA PLANTA1.001.001.0003.04SISTEMA DE AGUA DE LLUVIA03.04.01TUBERIA PVC SAL 4" D/PLUVIALML32.0032.001.0032.0003.04.02CODO PVC SAL 4" x 90UN30.0030.001.0030.00

INST ELECTEXPEDIENTE TCNICOSUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO SANTA ROSA DISTRITO DE HUACHOCOLPA - TAYACAJA - HUANCAVELICAHOJA DE METRADOS PABELLON ADMINISTRATIVODISTRITO : HUACHOCOLPAPROVINCIA : TAYACAJADEPARTAMENTO : HUANCAVELICACLIENTE : MUNICIPALIDAD DISTRITAL DE HUACHOCOLPAFECHA : MARZO 2012FECHA : SETIEMBRE 2011PROVINCIA : TAYACAJADEPARTAMENTO : HUANCAVELICACLIENTE : MUNICIPALIDAD DISTRITAL DE HUACHOCOLPAPROYECTO: SUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO "SANTA ROSA" DISTRITO DE HUACHOCOLPA, TAYACAJA HUANCAVELICAFECHA : AGOSTO 2011CODIGODESCRIPCIONCANTVECESDIMENSIONESMETRADOUNIDLARGOANCHOALTOPARCIALTOTAL002CONSTRUCCION DE PABELLON ADMINISTRATIVO04INSTALACIONES ELECTRICAS04.01INSTALACIONES ELECTRICAS Y MECANICAS04.01.01SALIDA PARA CENTRO DE LUZPTO86.00Primera Plantacentro de computo1.006.006.00pool de oficinas1.002.002.00deposito1.002.002.00escenario y pazadizo1.008.008.00ingreso1.004.004.00servicios higienicos1.005.005.00Auditorio salida de pared1.0010.0010.00Auditorio luminaria tipo HPK1.0010.0010.00Auditorio luminaria circular luz calida1.0010.0010.00Auditorio luminaria Equipo reflector Q-SPOT-2501.002.002.00Auditorio luminaria Equipo reflector LED-PAR 831.002.002.00Segunda PlantaSala de profesores1.003.003.00pasillo espera balcon1.0012.0012.00Direccion + SS.HH1.003.003.00Secretaria1.002.002.00cabina de control1.002.002.00salida para reflector c/lampara halogenuro metalico1.003.003.0004.01.02SALIDA P/TOMACORRIENTE SIMPLE PARA LUZ DE EMERGIAPTO12.00Primera PlantaPasadizo1.002.002.00Auditorio1.005.005.00Segunda PlantaAmbientes ()1.005.005.0004.01.03SALIDA PARA INTERRUPTOR SIMPLEPTO7.00Primera Plantaservicios higienicos1.003.003.00Ingreso1.001.001.00centro de computo salida de techo1.001.001.00Segunda PlantaTutoria1.001.001.00Auditorio salida de techo1.001.001.0004.01.04SALIDA PARA INTERRUPTOR DOBLEPTO32.00Primera PlantaCentro de Computo1.001.001.00Deposito1.001.001.00pool de oficinas1.001.001.00centro de computo c/energia estabilizada1.0024.0024.00Segunda PlantaSala de profesores1.001.001.00Direccion + SS.HH1.002.002.00Secretaria1.001.001.00cabina de control1.001.001.0004.01.06SALIDA P/TOMACORRIENTE DOBLE, CON LINEA TIERRAPTO44.00Primera Plantacentro de computo1.005.005.00pool de oficinas1.004.004.00deposito1.003.003.00Auditorio1.0017.0017.00Segunda PlantaTutoria1.002.002.00Sala de profesores1.003.003.00Direccion + SS.HH1.004.004.00Secretaria1.002.002.00cabina de control1.004.004.0004.02CANALIZACIONES, CONDUCTOS O TUBERIAS04.02.01TUBO PVC SEL 40 MM2ML65.13Primer PisoTG-1 Al TD111.001.0021.4021.40TG-1 Al TD121.001.0015.1015.10TG-1 Al TD131.001.0028.6328.6304.02.02TUBO PVC SEL 25 MM2ML21.00TD13 al C10 pantalla ecranm1.001.0021.0021.0004.02.03TUBO PVC SEL 20 MM2ML870.33Primer PisoTG-1 Al C11.001.0031.6331.63TG-1 Al C51.001.0034.7034.70TD11 al C11.001.0048.8648.86TD11 al C21.001.0025.4025.40TD11 al C2 (interruptores y 3 polos)1.001.0014.1014.10TD11 al C31.001.008.308.30TD11 al C41.001.007.207.20TD12 al C11.001.0029.1129.11TD12 al C21.001.0045.1045.10TD12 al C31.001.0032.4032.40TD12 al C41.001.0057.0057.00TD12 al C51.001.0021.0021.00TD13 al C11.001.0043.0543.05TD13 al C21.001.0033.3033.30TD13 al C31.001.0032.2532.25TD13 al C3 (interruptores y 3 polos)1.001.0012.6012.60TD13 al C41.001.0030.2030.20TD13 al C51.001.0048.5048.50TD13 al C61.001.0026.3526.35TD13 al C71.001.0030.3030.30TD13 al C81.001.0069.8069.80TD13 al C91.001.0021.9021.90TD13 al C101.001.0016.9016.90TD13 al C111.001.0038.1538.15TD13 al C121.001.0026.4026.40Energia estabilizadaPrimer PisoUPS a caja de paso1.002.003.707.40Caja de paso a Red corto1.004.002.9011.60Caja de paso a Red medio1.004.003.7014.80Caja de paso a Red largo1.004.004.4017.60Caja de paso a Red + largo1.004.005.1020.40Segunda PlantaUPS a consola1.001.002.102.10UPS a TD131.001.003.533.53UPS a Tomacorrientes1.001.008.408.4004.03CONDUCTORES Y/O CABLES TW, THW , NH-8004.03.01CABLE NH - 80, 2x10 MM2 + 1x10 MM2ML65.13Primer PisoTG-1 Al TD111.001.0021.4021.40TG-1 Al TD121.001.0015.1015.10TG-1 Al TD131.001.0028.6328.6304.03.02CABLE NH - 80 2x6 MM2 + 1x4 MM2ML21.00TD12 al C51.001.0021.0021.0004.03.03CABLE NH - 80 2x4 MM2 + 1x4 MM2ML251.74TD11 al C11.001.0048.8648.86TD11 al C31.001.008.308.30TD11 al C41.001.007.207.20TD12 al C21.001.0045.1045.10TD12 al C31.001.0032.4032.40TD13 al C11.001.0043.0543.05TD13 al C101.001.0016.9016.90Energia estabilizadaPrimer PisoUPS a caja de paso1.001.003.703.70Caja de paso a Red corto1.002.002.905.80Caja de paso a Red medio1.002.003.707.40Caja de paso a Red largo1.002.004.408.80Caja de paso a Red + largo1.002.005.1010.20Segunda PlantaUPS a consola1.001.002.102.10UPS a TD131.001.003.533.53UPS a Tomacorrientes1.001.008.408.4004.03.04CABLE NH - 80 2x4 MM2ML38.15TD13 al C111.001.0038.1538.1504.03.05CABLE NH - 80 2x2.5 MM2ML496.84Primer PisoTG-1 Al C11.001.0031.6331.63TG-1 Al C51.001.0034.7034.70TD11 al C21.001.0025.4025.40TD12 al C11.001.0029.1129.11TD12 al C41.001.0057.0057.00TD13 al C21.001.0033.3033.30TD13 al C31.001.0032.2532.25TD13 al C41.001.0030.2030.20TD13 al C51.001.0048.5048.50TD13 al C61.001.0026.3526.35TD13 al C71.001.0030.3030.30TD13 al C81.001.0069.8069.80TD13 al C91.001.0021.9021.90TD13 al C121.001.0026.4026.4004.03.06CABLE NH - 80 2x2.5 MM2ML26.70TD11 al C2 (interruptores y 3 polos)1.001.0014.1014.10TD13 al C3 (interruptores y 3 polos)1.001.0012.6012.6004.04ARTEFACTOS ELECTRICOS04.04.01ARTEFACTO FLUORESCENTE 2/36W +CAJA C/REJILLAUN17.00Primera Plantacentro de computo1.006.006.00pool de oficinas1.002.002.00deposito1.002.002.00Segunda PlantaSala de profesores1.003.003.00Direccion1.002.002.00Secretaria1.002.002.0004.04.02ARTEFACTO SPOT-LIGHT C/DOBLE LAMPARA AHORRADORUN24.00Primera Plantaescenario y pazadizo1.008.008.00ingreso1.004.004.00Segunda Plantapasillo espera balcon1.0012.0012.0004.04.03ARTEFACTO INCADENCENTE C/LAMPARA AHORRADORUN9.00Primera Plantaservicios higienicos1.005.005.00Auditorio ambiente p/maquina1.001.001.00Segunda PlantaSS.HH1.001.001.00cabina de control1.002.002.0004.04.04LED TIPO BCG 480 BLANCO FRIO, LUZ MEDIO 25UN9.00Auditorio salida de pared1.009.009.0004.04.05LUMINARIA CIRCULAR DE 150W HALOGENO LUZ CALIDAUN10.00Auditorio luminaria circular luz calida1.0010.0010.0004.04.06LUMINARIA TIPO HPK 380 CON HPI PLUS E40 250WUN10.00Auditorio luminaria tipo HPK1.0010.0010.0004.04.07REFLECTOR C/LAMPARA HALOGENURO METALICO DE 250W,220VUN3.00direccion hacia el patio1.003.003.0004.04.08LED FLEXIBLE 192Wx70M-100 000 Horas de DuracionML27.45en graderias de escenario1.001.0027.4527.4504.04.09LUZ DE EMERGENCIA DOS FAROLAS DIRIGIBLESUN0.012.00Primera PlantaPasadizo1.002.002.00Auditorio1.005.005.00Segunda PlantaAmbientes ()1.005.005.0004.04.10EQUIPO REFLECTOR LED-PAR 83.5 CANALES DMX-512UN0.02.00Auditorio luminaria Equipo reflector LED-PAR 831.002.002.0004.04.11EQUIPO REFLECTOR Q-SPOT -250 14 CANALES DMX-512UN0.02.00Auditorio luminaria Equipo reflector Q-SPOT-2501.002.002.0004.05TABLEROS0.004.05.01TABLERO GENERAL 1UN1.001.001.001.0004.05.02TABLERO DE DISTRIBUCION 11UN1.001.001.001.0004.05.03TABLERO DE DISTRIBUCION 12UN1.001.001.001.0004.05.04TABLERO DE DISTRIBUCION 13UN1.001.001.001.0004.05.05TABLERO DE DISTRIBUCION 14UN1.001.001.001.0004.06EQUIPOS ELECTRICOS Y MECANICOS04.06.01MOTOR PARA TELON 1/2 HP DE POTENCIAUN1.001.001.001.0004.06.02TABLERO ESTABILIZADO 2UN1.001.001.001.0004.06.03POZO A TIERRA C/C CU 16MM2 CCUN2.002.002.0005.0INSTALACIONES DE COMUNICACIONES05.07.01CABLES EN TUBERIASCABLE DATA INTERNETML105.35Primera PlantaServidor Reuter a pupitre profesor11.0011.1511.15Swich a circuito largo12.0010.0020.00Swich a circuito medio12.009.0518.10Swich a circuito corto12.008.3016.60Caja pase 2 hacia 2do nivel11.0010.1010.10Segunda Plantared 2do nivel11.0029.4029.4005.07.02CABLE COMUNICACIONES 8 HILOSML48.30Primera PlantaDesde CPI2 hasta SUBIDA11.0025.5025.50Segunda PlantaDesde SUBIDA hasta intercomunicadores 2 piso11.0022.8022.8005.07.03CABLE SISTEMA DE ALARMAML72.85Desde CPI2 hasta interiores sala computo11.0044.3044.30Auditorio11.0028.5528.5505.07.03CABLE RED TELEFONIAML45.25Desde Caja de paso 1 en interiores 1 nivel11.008.008.00De consecionario a interiores 2 nivel11.0037.2537.2505.07.04CABLE TVML30.10De consecionario a interiores11.0013.5013.5005.07.05CABLE DBL 252 VGA 15 PIN-MACHOML16.60De escenario a Ecram11.0016.6016.6005.07.06CABLE MEDUSA 16 IMPUTS-30MML26.55De cabina hacia el escenario11.0026.5526.5505.07.07CIRCUITO SONIDO Y MUSICAML36.65De cabina hacia el escenario11.0036.6536.6505.08CANALETAS, CONDUCTOS Y/O TUBERIAS05.08.01TUBO PVC SEL 50 MM2ML26.55CABLE MEDUSA 16 IMPUTS-30MDe cabina hacia el escenario11.0026.5526.5505.08.02TUBO PVC SEL 25 MM2ML158.60CABLE DATA INTERNETPrimera PlantaServidor Reuter a pupitre profesor11.0011.1511.15Swich a circuito largo12.0010.0020.00Swich a circuito medio12.009.0518.10Swich a circuito corto12.008.3016.60Caja pase 2 hacia 2do nivel11.0010.1010.10Segunda Plantared 2do nivel11.0029.4029.40CABLE DBL 252 VGA 15 PIN-MACHOMLDe escenario a Ecram11.0016.6016.60CIRCUITO SONIDO Y MUSICAMLDe cabina hacia el escenario11.0036.6536.6505.08.03TUBO PVC SEL 20 MM2ML301.05CABLE COMUNICACIONES 8 HILOSMLPrimera PlantaDesde CPI2 hasta SUBIDA11.0025.5025.50Segunda PlantaDesde SUBIDA hasta intercomunicadores 2 piso11.0022.8022.80CABLE SISTEMA DE ALARMADesde CPI2 hasta interiores sala computo11.0044.3044.30Auditorio11.0028.5528.55CABLE RED TELEFONIADesde Caja de paso 1 en interiores 1 nivel11.008.008.00De consecionario a interiores 2 nivel11.0037.2537.25CABLE TVDe consecionario a interiores11.0013.5013.50Desde CPI2 hasta SUBIDA11.0025.5025.50Segunda PlantaDesde SUBIDA hasta intercomunicadores 2 piso11.0022.8022.80Desde CPI2 hasta interiores sala computo11.0044.3044.30Auditorio11.0028.5528.5505.09SALIDAS DE COMUNICACIONES05.09.01SALIDA PARA INTERCOMUNICADORPTO4.00Primer Piso12.002.00Segunda Planta12.002.0005.09.02SALIDA PARA TELEFONIAPTO6.00Primer Piso12.002.00Segunda Planta14.004.0005.09.03SALIDA PARA ALARMAPTO4.00Primer Piso14.004.0005.09.04SALIDA PARA INTERNET COMPUTADORAPTO32.00Primer Piso12.002.00Salida para internet en piso laboratorio computo125.0025.00Segunda Planta15.005.0005.09.05SERVIDOR REUTERUND11.001.001.0005.09.06SWICHUND11.001.001.0005.09.07UPSUND12.002.002.0005.09.08PARLANTE ARRAY MEDIO 15" Y BAJO 18" CROSSOVER INCORPORADO 450 WUND12.002.002.0005.09.09EQUIPO PARA SALIDA DE CABLE MEDUSAUND11.001.001.0005.09.10CONSOLAUND11.001.001.0005.09.11CARUND11.001.001.0005.10SISTEMAS DE CONDUCTOS05.10.01CAJA DE PASE 150 X 150 X 100 MMUND6.00P/instalaciones especiales16.006.0005.10.02CAJA DE PASE 200 X 200 X 100 MMUND11.00P/Equipo de computo12.002.00P/instalaciones especiales19.009.00

A-ZAPEXPEDIENTE TCNICOSUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO SANTA ROSA DISTRITO DE HUACHOCOLPA - TAYACAJA - HUANCAVELICAHOJA DE METRADO (ACERO ZAPATAS)CLIENTE: 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/CM2AdministracinZapata 1eje xx5/8"161.509.00eje yy5/8"181.008.00Zapata 2eje xx5/8"481.5549.60eje yy5/8"481.3543.20Zapata 3eje xx5/8"161.609.60eje yy5/8"181.159.20Zapata 4eje xx5/8"1101.6516.50eje yy5/8"191.2511.25Zapata 5eje xx5/8"192.1519.35eje yy5/8"1121.720.40Zapata 6eje xx5/8"1102.1521.50eje yy5/8"1121.9523.40Zapata 7eje xx5/8"1100.959.50eje yy5/8"171.359.45Zapata 8eje xx5/8"1131.2516.25eje yy5/8"191.8516.65AuditorioZapata 1eje xx5/8"181.8514.80eje yy5/8"1121.2515.00Zapata 2eje xx5/8"150.854.25eje yy5/8"150.94.50Zapata 3eje xx5/8"361.3524.30eje yy5/8"381.126.40Zapata 4eje xx5/8"1102.3523.50eje yy5/8"1121.9523.40Zapata 5eje xx5/8"281.524.00eje yy5/8"281.6526.40Zapata 6eje xx5/8"150.854.25eje yy5/8"150.854.25Zapata 7eje xx5/8"1102.0520.50eje yy5/8"1141.4520.30Zapata 8eje xx5/8"180.655.20eje yy5/8"141.154.60Zapata combinadaeje xxAcero trans. sup.5/8"21101.65363.00Acero trans. infer.5/8"2661.65217.80eje yyAcero long. sup.5/8"2614.85178.20Acero long. infer.5/8"2614.85178.20Diametro1/4"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.0.00001475.700Unidades de Varilla de 9 ml0.000.000.00163.970.000.00Total Kilos por 0.000.0002361.1200Total Kilos2,361.12

A-COLEXPEDIENTE TCNICOSUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO SANTA ROSA DISTRITO DE HUACHOCOLPA - TAYACAJA - HUANCAVELICAHOJA DE METRADO (ACERO COLUMNAS)CLIENTE: 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"01.04.02.03COLUMNAS ACERO F'C=4200 KG/CM2AdninistracinC-1Ejes H,173/4"145.220.805/8"145.220.801/2"125.210.40estribos3/8"1321.8458.88C-1Ejes I,173/4"146.626.405/8"146.626.401/2"126.613.20estribos3/8"1351.8464.40C-1Ejes H,203/4"248.265.60y H,225/8"248.265.601/2"228.232.80estribos3/8"2461.84169.28C-1Ejes I,203/4"2410.684.80I,225/8"2410.684.801/2"2210.642.40estribos3/8"2661.84242.88C-2Ejes H,18-H,195/8"245.241.601/2"225.220.80estribos3/8"2321.6102.40C-2Ejes I,18-I,195/8"246.652.801/2"226.626.40estribos3/8"2391.6124.80C-3Ejes H,213/4"168.249.205/8"148.232.801/2"148.232.80estribos3/8"1472.198.703/8"1471.675.20C-3Ejes I,213/4"1610.663.605/8"1410.642.401/2"1410.642.40estribos3/8"1662.1138.603/8"1661.6105.60C-4Ejes H,171/2"145.321.203/8"125.310.60estribos3/8"129129.00C-4Ejes H,201/2"148.333.203/8"128.316.60estribos3/8"155155.00AuditorioC-1Eje 225/8"225.1520.603/4"245.1541.2Estribos3/8"2301.7102.00C-1Eje 243/4"247.862.41/2"247.862.4Estribos3/8"2551.3143.00Estribos3/8"2551.3143.00C-2Eje 243/4"147.831.25/8"147.831.20Estribos3/8"1551.371.50Estribos3/8"1551.371.50C-1Eje 253/4"2410.5841/2"2410.584Estribos3/8"2631.3163.80Estribos3/8"2631.3163.80C-2Eje 253/4"1410.5425/8"1410.542.00Estribos3/8"1631.6100.80Estribos3/8"1631.6100.80C-1eje 303/4"246.652.81/2"246.652.8Estribos3/8"2351.391.00Estribos3/8"2351.391.00C (25x50)eje 30 inclinada5/8"246.6553.201/2"246.6553.2Estribos3/8"2271.581.00C-3eje 301/2"145.1520.63/8"125.1510.30Estribos3/8"130130.00C-4Eje 263/4"21010.22041/2"2410.281.63/8"2610.2122.40Estribos3/8"2491.8176.403/8"2491.6156.803/8"2490.7573.50C-4Eje 273/4"2109.51901/2"249.5763/8"269.5114.00Estribos3/8"2461.8165.603/8"2461.6147.203/8"2460.7569.00C-4Eje 283/4"2107.88157.61/2"247.8863.043/8"267.8894.56Estribos3/8"2441.8158.403/8"2441.6140.803/8"2440.7566.00C-4Eje 293/4"2107.21441/2"247.257.63/8"267.286.40Estribos3/8"2401.8144.003/8"2401.6128.003/8"2400.7560.00C-5Entre eje 25 y 263/8"21010.6212.00Estribos3/8"2520.993.603/8"1521.1559.80C-5Entre eje 26 y 273/8"2109180.00Estribos3/8"2490.988.203/8"1491.1556.35C-5Entre eje 27 y 283/8"2108.35167.00Estribos3/8"2450.981.003/8"1451.1551.75C-5Entre eje 28 y 293/8"2107.4148.00Estribos3/8"2410.973.803/8"1411.1547.15Diametro1/4"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.0.005817.15826.84514.21319.60Unidades de Varilla de 9 ml0.00646.3591.8757.13Total Kilos por 0.003373.95843.3768822.722982.2960Total Kilos8,022.34

A-CEXPEDIENTE TCNICOSUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO SANTA ROSA DISTRITO DE HUACHOCOLPA - TAYACAJA - HUANCAVELICAHOJA DE METRADO (ACERO COLUMNETAS)CLIENTE: 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"01.04.03.03COLUMNETAS ACERO F'C=4200 KG/CM2AdministracinC-5Eje H-H3/8"644.198.40estribos1/4"6180.886.40C-5Eje I - I3/8"344.149.20estribos1/4"3180.843.20C-5Eje I - I3/8"543.366.00estribos1/4"5140.856.00C-5Eje I - I3/8"244.1533.20estribos1/4"2180.828.80C-5Eje 19-193/8"244.2734.16estribos1/4"2200.832.00C-5Eje 19-193/8"24540.00estribos1/4"2220.835.20C-5Eje 19-193/8"245.2742.16estribos1/4"2240.838.40C-5Eje 19-193/8"245.4843.84estribos1/4"2250.840.00C-5Entre ejes 20-213/8"244.334.40estribos1/4"2190.830.40C-5Entre ejes 20-21 (SP)3/8"245.6244.96estribos1/4"2250.840.00C-23/8"441.524.00estribos1/4"470.822.40Diametro1/4"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.452.80510.320000Unidades de Varilla de 9 ml50.3156.700.000.00Total Kilos por 113.20295.990000Total Kilos409.19

A-PLEXPEDIENTE TCNICOSUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO SANTA ROSA DISTRITO DE HUACHOCOLPA - TAYACAJA - HUANCAVELICAHOJA DE METRADO (ACERO PLACAS)CLIENTE: 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"01.04.04.03PLACAS ACERO F'Y=4200 KG/CM2AdministracinPlacaacero horizontal11/2"112.522.5221/2"112.452.4531/2"112.382.3841/2"112.312.3151/2"112.242.2461/2"112.172.1771/2"112.12.181/2"112.032.0391/2"111.961.96101/2"111.891.89111/2"111.821.82121/2"111.751.75131/2"111.681.68141/2"111.611.61151/2"111.541.54161/2"111.471.47171/2"111.41.4181/2"111.331.33191/2"111.261.26201/2"111.191.19211/2"111.121.12221/2"111.051.05acero vertical11/2"114.884.8821/2"114.34.331/2"113.723.7241/2"113.143.1451/2"112.572.5761/2"111.991.9971/2"111.411.4181/2"110.850.8591/2"110.260.26AuditorioMesa de lavadero S.H.D. + S.H.V.Longitudinal3/8"221.857.403/8"211.533.06Transversal3/8"230.63.60Diametro1/4"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.0.0014.0662.39000Unidades de Varilla de 9 ml0.001.566.930.00Total Kilos por 0.008.1563.6378000Total Kilos71.79

A-VIGEXPEDIENTE TCNICOSUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO SANTA ROSA DISTRITO DE HUACHOCOLPA - TAYACAJA - HUANCAVELICAHOJA DE METRADO (ACERO VIGAS)CLIENTE: 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"8 mm01.04.05.03VIGAS ACERO FY=4200 KG/CM2Adninistracinprimer nivelV. CANAL (65X50)Eje H5/8"2415.62124.963/8"2415.62124.96estribos3/8"2581.44167.04V. CANAL3/8"2513.2132.00estribos3/8"2680.75102.00V.S (25X40)Eje H5/8"1411.445.61/2"1211.422.8estribos3/8"1431.4461.92V.S (25X40)Eje I5/8"1424.6798.685/8"113.53.51/2"1224.6749.34estribos3/8"1981.44141.12V.S (25X40)Eje H5/8"125.611.21/2"125.611.23/8"125.611.2estribos8 mm1171.4424.48V. MANDIL (15X60)3/8"1610.864.80estribos3/8"1461.4667.16ejes I , HV. CANAL (65X50)Eje H, I techo5/8"2411.491.23/8"2211.445.6estribos3/8"2431.44123.84V. CANAL3/8"2510.3103.00estribos3/8"2500.7575.00EJE IVCH (25X20)1/2"1414.859.2estribos8 mm1620.955.8V.S (25X40)Eje I5/8"1415.662.43/8"1215.631.2estribos3/8"1621.4489.28V.S (25X40)Eje I5/8"1411.445.61/2"1211.422.83/8"1211.422.8estribos3/8"1431.4461.92VCH (25X20)5/8"1411.445.6estribos8 mm1430.938.7V.S (25X40)Eje I5/8"1411.445.63/8"1411.445.6estribos3/8"1431.4461.92ejes 17 al 22VP-100A (25X20)eje 17 nivel 15/8"149.136.4estribos8 mm1420.937.8VP-100A (25X20)eje 17 nivel 25/8"142.911.61/2"142.911.6estribos8 mm1140.912.6VP-100A (25X20)eje 17 nivel 35/8"146.626.45/8"124.591/2"114.54.5estribos8 mm1300.927VP-100B (30X50)eje 18,19 nivel 15/8"263.440.83/8"223.413.6estribos3/8"2141.4440.32V.S (25X20)eje 18,19 nivel 25/8"262.934.8estribos8 mm2140.925.2VP-101 (30X50)eje 18,19 nivel 35/8"267845/8"212.24.41/2"215.5113/8"22728estribos3/8"2301.4486.486.4VP-100C(25X50)eje 20 nivel 15/8"149.136.43/8"129.118.2estribos3/8"1421.4460.48V.S-100C(25X20)eje 20 nivel 25/8"142.911.6estribos8 mm1140.912.6VP- 100C(25X50)eje 20 nivel 35/8"147283/8"12714estribos3/8"1301.545VP-100C (25X20)eje 20 nivel 45/8"149.136.45/8"123.16.25/8"123.97.81/2"113.93.9estribos8 mm1600.954VP-100C (25X20)eje 20 nivel 55/8"142.911.6estribos8 mm1140.912.6VP-100C (25X20)eje 20 nivel 65/8"146.626.4estribos8 mm1300.927VP-100B(25X50)eje 21,22 nivel 15/8"249.172.85/8"1112.512.53/4"117.87.83/8"229.136.4estribos3/8"2421.5126VP-100B (30X50)eje 21,22 nivel 25/8"243.427.23/8"223.413.6estribos3/8"2141.644.8VP-100B (25X20)eje 21,22 nivel 35/8"242.923.2estribos8 mm2140.925.2VP-100B (25X20)eje 21,22 nivel 45/8"246.652.85/8"218.416.8estribos3/8"2320.957.6V-CH (25X20)portico H- I5/8"124.18.23/8"124.18.2estribos1/4"1200.918Auditorioprimer nivelVA-100 (25X40)Eje I,H,G5/8"358.61295/8"325.734.21/2"328.651.6estribos3/8"3381.24141.36VM-100 (15X50)5/8"146.0524.21/2"126.0512.1estribos3/8"1281.2635.28VP-100 (25X50)eje 24-255/8"2514.71475/8"2210.75431/2"2214.758.83/8"2414.7117.6estribos3/8"2621.44178.56VCH-100(15X50)1/2"143.2513estribos3/8"1121.1213.44VCH-101(15X50)1/2"143.915.6estribos3/8"1151.1216.80V. MANDIL (15X60)3/8"1611.669.60entre eje 25 y 26estribos3/8"1521.4675.92segundo nivelVA-200 (25X50)Eje G5/8"1439.48157.921/2"1239.4878.96estribos3/8"11901.44273.60VA-201 (25X50)Eje I5/8"1425.3101.21/2"1225.350.63/8"11301.44187.20VA-200 (25X50)Eje H5/8"1414.256.81/2"1214.228.4estribos3/8"1601.4486.40VA-202 (25X40)Eje H5/8"145.823.23/8"125.811.60estribos3/8"1271.2433.48VA-202'(25X20)Eje H5/8"145.823.2estribos3/8"1270.8422.68VA-202''(25X40)Eje H5/8"145.823.23/8"125.811.60estribos3/8"1271.2433.48VCH-100(15X50)1/2"143.2513estribos3/8"1121.1213.44VP-201 (25X50)eje 24-255/8"2515.11515/8"2211.3545.41/2"2215.160.43/8"2415.1120.8estribos3/8"2681.44195.84eje 235/8"154.522.55/8"123.67.21/2"124.593/8"144.518estribos3/8"1211.4430.24VP-201 (30X70)eje 26-27-28-29-5/8"6411.85284.4305/8"643.5845/8"617.947.45/8"641.945.65/8"641.228.83/4"6511.85355.53/4"643.5843/4"627.994.81/2"6211.85142.21/2"617.947.4estribos3/8"6501.95585V. CANAL3/8"155.427.00estribos3/8"1280.7521.00Diametro1/4"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.18.004444.88777.42678.86542.10439.38Unidades de Varilla de 9 ml2.00493.8886.38297.6560.230.0048.82Total Kilos por 4.502578.0304792.9484286.1761225.1460175.752Total Kilos9,062.55

A-VEXPEDIENTE TCNICOSUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO SANTA ROSA DISTRITO DE HUACHOCOLPA - TAYACAJA - HUANCAVELICAHOJA DE METRADO (ACERO VIGUETAS)CLIENTE: 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"01.04.06.03VIGUETAS ACERO F'C=4200 KG/CM2AdministracinV-43/8"241.612.80estribos1/4"280.812.80V-23/8"243.628.80estribos1/4"2190.830.40Diametro1/4"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.43.2041.60000Unidades de Varilla de 9 ml4.804.620.000.00Total Kilos por 10.8024.130000Total Kilos34.93

A-LAEXPEDIENTE TCNICOSUSTITUCION Y MEJORAMIENTO DE LA INFRAESTRUCTURA DEL COLEGIO SANTA ROSA DISTRITO DE HUACHOCOLPA - TAYACAJA - HUANCAVELICAHOJA DE METRADO (ACERO LOSA ALIGERADA)CLIENTE: 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"01.04.07.04LOSA ALIGERADA ACERO FY=4200 KG/CM2Administracinprimer aligeradoVIGUETASentre ejes 17 - 20acero de ref superior1/2"1919171acero princ inferior1/2"19113.4254.6acero de ref inferior1/2"1915953/8"1912.547.50acero de temperatura1/4"1668.3547.8entre ejes 20-21acero de ref superior1/2"1116.268.23/8"1110.859.35acero princ inferior1/2"1118.593.5acero de ref inferior1/2"1112.527.53/8"1111.213.20acero de temperatura1/4"1424.6193.2entre ejes 21-22acero de ref superior1/2"513.417acero princ inferior1/2"51525acero de ref inferior3/8"513.115.50acero de temperatura1/4"1242.560segundo aligeradoVIGUETASentre ejes 20 - 22acero de ref superior1/2"1916.6125.4acero princ inferior1/2"1919.8186.2acero de ref inferior1/2"1915.84110.96acero de temperatura1/4"1428.2344.4Auditorioprimer aligeradoVIGUETASentre ejes G - Iacero de ref superior1/2"2415.25126acero princ inferior1/2"2417.9189.6acero de temperatura1/4"13610.55379.8entre ejes I adelanteacero de ref superior1/2"513.417acero princ inferior1/2"515.326.5acero de ref inferior1/2"513.4517.25acero de temperatura1/4"12610.55274.3segundo aligeradoVIGUETASentre ejes G - Hacero de ref superior1/2"10115.75157.51/2"1017.3573.5acero princ inferior1/2"10134.1341acero de temperatura1/4"11613.85619.85entre ejes H-Iacero de ref superior1/2"15114.05210.751/2"1517.35110.25acero princ inferior1/2"15127.6414acero de temperatura1/4"11306.25812.5entre ejes I adelanteacero de ref superior1/2"513.718.51/2"512.914.5acero princ inferior1/2"515.527.5acero de temperatura1/4"1252.3558.75Diametro1/4"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.3290.6085.552918.21000Unidades de Varilla de 9 ml365.629.51Total Kilos por 822.6549.6192976.5742000Total Kilos3,848.84