Metrados Finales Estructuras
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Estudio Definitivo: VIVIENDA FAMILIAR Cliente Lugar TRUJILLO 01 ESTRUCTURAS MOVIMIENTO DE TIERRAS EXCAVACION MANUAL DE ZANJAS PARA CIMIENTOS CORRIDOS h=>1.00 Item Descripción Unidad Cantidad largo Ancho Alto Sub Total cimentacion lateral m3 2.00 18.00 0.50 0.90 16.20 m3 1.00 12.60 0.50 0.90 5.67 cimentacion central vertical m3 1.00 14.69 0.50 0.90 6.61 m3 1.00 8.32 0.50 0.90 3.74 m3 32.22 EXCAVACION MANUAL PARA ZAPATAS h=>1.50 Item Descripción Unidad Cantidad largo Ancho Alto Sub Total Zapata 1 m3 2.00 1.95 1.15 1.10 4.93 Zapata 2 m3 2.00 1.40 1.20 1.10 3.70 Zapata 3 m3 1.00 1.20 1.05 1.10 1.39 Zapata 4 m3 1.00 1.70 1.05 1.10 1.96 Zapata 5 m3 2.00 1.50 0.80 1.10 2.64 Zapata 6 m3 4.00 1.50 0.75 1.10 4.95 Zapata 7 m3 1.00 2.50 1.00 1.10 2.75 Zapata 8 m3 1.00 3.05 1.05 1.10 3.52 area Zapata 9 m3 1.00 10.38 1.10 11.42 m3 37.26 EXCAVACION DE ZANJAS PARA SARDINELES Item Descripción Unidad Cantidad largo Ancho Alto Sub Total m3 2.00 3.58 0.30 0.15 0.32 m3 0.32 CIMIENTOS CORRIDOS-CONCRETO CICLOPEO (1:10)+30% P.G. Item Descripción Unidad Cantidad largo Ancho Alto Sub Total cimentacion central m3 1.00 13.89 0.50 0.70 4.86 m3 1.00 8.32 0.50 0.70 2.91 m3 7.77 CONCRETO PARA SOBRECIMIENTOS CORRIDOS 1:8 +25% P.G. Item Descripción Unidad Cantidad largo Ancho Alto Sub Total sobrecimiento horizontal m3 1.00 3.83 0.15 0.40 0.23 sobrecimiento vertical m3 1.00 8.70 0.15 0.40 0.52 m3 0.75 SOLADOS DE ESPESOR 0.10 M - CONCRETO CICLOPEO (1:12) Item Descripción Unidad Cantidad largo Ancho Alto Sub Total Zapata 1 m2 2.00 1.95 1.15 4.49 Zapata 2 m2 2.00 1.40 1.20 3.36 Zapata 3 m2 1.00 1.20 1.05 1.26 Zapata 4 m2 1.00 1.70 1.05 1.79 Zapata 5 m2 2.00 1.50 0.80 2.40 Zapata 6 m2 4.00 1.50 0.75 4.50 cimentacion central cimentacion central
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Metrados Finales Estructuras
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METRADOSEstudio Definitivo:VIVIENDA FAMILIARClienteLugarTRUJILLO01ESTRUCTURASMOVIMIENTO DE TIERRASEXCAVACION MANUAL DE ZANJAS PARA CIMIENTOS CORRIDOS h=>1.00ItemDescripcinUnidadCantidadlargoAnchoAltoSub Totalcimentacion lateralm32.0018.000.500.9016.20m31.0012.600.500.905.67cimentacion central verticalm31.0014.690.500.906.61cimentacion central horizontalm31.008.320.500.903.74m332.22EXCAVACION MANUAL PARA ZAPATAS h=>1.50ItemDescripcinUnidadCantidadlargoAnchoAltoSub TotalZapata 1m32.001.951.151.104.93Zapata 2m32.001.401.201.103.70Zapata 3m31.001.201.051.101.39Zapata 4m31.001.701.051.101.96Zapata 5m32.001.500.801.102.64Zapata 6m34.001.500.751.104.95Zapata 7m31.002.501.001.102.75Zapata 8m31.003.051.051.103.52areaZapata 9m31.0010.381.1011.42m337.26EXCAVACION DE ZANJAS PARA SARDINELESItemDescripcinUnidadCantidadlargoAnchoAltoSub Totalm32.003.580.300.150.32m30.32CIMIENTOS CORRIDOS-CONCRETO CICLOPEO (1:10)+30% P.G.ItemDescripcinUnidadCantidadlargoAnchoAltoSub Totalcimentacion centralm31.0013.890.500.704.86cimentacion central horizontalm31.008.320.500.702.91m37.77CONCRETO PARA SOBRECIMIENTOS CORRIDOS 1:8 +25% P.G.ItemDescripcinUnidadCantidadlargoAnchoAltoSub Totalsobrecimiento horizontalm31.003.830.150.400.23sobrecimiento verticalm31.008.700.150.400.52m30.75SOLADOS DE ESPESOR 0.10 M - CONCRETO CICLOPEO (1:12)ItemDescripcinUnidadCantidadlargoAnchoAltoSub TotalZapata 1m22.001.951.154.49Zapata 2m22.001.401.203.36Zapata 3m21.001.201.051.26Zapata 4m21.001.701.051.79Zapata 5m22.001.500.802.40Zapata 6m24.001.500.754.50Zapata 7m21.002.501.002.50Zapata 8m21.003.051.053.20areaZapata 9m21.0010.3810.38m233.87FALSO PISO-CONCRETO CICLOPEO (1:10)ItemDescripcinUnidadCantidadlargoAnchoAltoSub Totalm2area279.24279.24m2279.24SARDINELES-CONCRETO CICLOPEO (1:10)ItemDescripcinUnidadCantidadlargoAnchoAltoSub Totalm21.003.580.150.600.32m20.32ZAPATASCONCRETO f'c=210 kg/cm - ZAPATASItemDescripcinUnidadCantidadlargoAnchoAltoSub TotalZapata 1m32.001.951.150.602.69Zapata 2m32.001.401.200.602.02Zapata 3m31.001.201.050.600.76Zapata 4m31.001.701.050.601.07Zapata 5m32.001.500.800.601.44Zapata 6m34.001.500.750.602.70Zapata 7m31.002.501.000.601.50Zapata 8m31.003.051.050.601.92Zapata 9m31.00area10.3810.38m324.48MUROS DE SOSTENIMIENTO - CONCRETO F'C=210 KG/CM2m3ItemDescripcinUnidadCantidadlargoAnchoAltoSub Totalmuro1cimientom31.0041.250.500.7014.44murom31.0041.250.202.8523.51muro2cimientom31.007.250.500.702.54murom31.007.250.202.854.13muro3cimientom31.005.170.500.701.81murom31.005.170.151.501.16muro 4cimientom31.002.430.500.700.85murom31.002.430.151.450.53muro 5cimientom31.003.700.500.701.30murom31.003.700.151.450.80muro 6cimientom31.002.900.500.701.02murom31.002.900.151.450.63muro 7cimientom31.004.650.500.701.63murom31.004.650.151.451.01m355.36PLACAS - CONCRETO F'C=210 KG/CM2m3ItemDescripcinUnidadCantidadlargoAnchoAltoSub TotalP - 1m31.0038.350.152.4013.81P - 2m31.005.200.2515.6020.28P - 3m31.002.450.2515.609.56P - 4m32.001.700.2015.6010.61P - 5m32.001.730.158.004.15P - 6m32.003.800.158.009.12m367.52COLUMNASCOLUMNAS - CONCRETO F'C=210 KG/CM2ItemDescripcinUnidadCantidadlargoAnchoAltoSub TotalSemi sotanoC1m32.001.200.252.601.56C2m32.000.450.252.600.59C3m32.000.350.252.600.46C4m31.00area0.182.600.47C5m314.000.250.152.601.37Primer PisoC1m32.001.200.252.601.56C2m32.000.450.252.600.59C3m32.000.350.252.600.46C4m31.00area0.182.600.47C5m311.000.250.152.601.07Segundo PisoC1m32.001.200.252.601.56C2m32.000.450.252.600.59C3m33.000.350.252.600.68Tercer PisoC1m32.001.200.252.601.56C2m32.000.450.252.600.59C3m32.000.350.252.600.46C6m34.000.600.152.600.94C7m34.000.800.152.601.25Cuarto PisoC1m32.001.200.252.601.56C2m32.000.450.252.600.59C3m32.000.350.252.600.46C6m34.000.600.152.600.94C7m34.000.800.152.601.25Quinto PisoC1m32.001.200.252.601.56C2m32.000.450.252.600.59C3m32.000.350.252.600.46C6m34.000.600.152.600.94C7m34.000.800.152.601.25m325.75CISTERNACONCRETO EN CISTERNA f'c=210 kg/cmm3ItemDescripcinUnidadCantidadlargoAnchoAltoSub TotalFondom31.00area16.380.152.46uasm31.0017.65area0.101.77Murom31.005.700.251.902.71Murom31.002.750.251.901.31Murom31.004.900.251.902.33Murom31.002.150.251.901.02Murom31.000.800.251.900.38Murom31.000.600.251.900.29Techom31.00area16.020.152.40m314.65VIGASCONCRETO f'c=210 kg/cm - VIGASm3ItemDescripcinUnidadCantidadlargoanchoAltoSub Totalsemi sotanoV - 100 (.25 X .50)m31.005.250.250.500.66V - 101 (.25 X .50)m32.005.150.250.501.29V - 102 (.25 X .50)m33.002.450.250.500.92m32.002.480.250.500.62V - 103 (.25 X .53)m32.006.000.250.531.59V - 104 (.20 X .50)m32.004.100.200.500.82V - 105 (.25 X .53)m31.007.900.250.531.05V -Im31.000.900.200.500.09m32.001.200.200.500.24V - IIm31.002.300.200.500.23m31.002.900.200.500.29m31.002.550.200.500.26m33.002.600.200.500.78m32.002.450.200.500.49m32.003.800.200.500.76m32.001.050.200.500.21V - IIIm31.002.900.150.500.22m31.002.400.150.500.18V - Vm32.005.250.150.200.32V - VIm32.003.800.150.500.57m32.001.030.150.500.15V - VIIm31.002.270.250.500.28m31.001.050.250.500.13V - VIIIm32.000.700.150.300.06m31.000.600.150.300.03Primer PisoV - 200 (.25 X .50)m31.005.250.250.500.66V - 201 (.25 X .50)m32.005.150.250.501.29V - 202 (.25 X .50)m33.002.450.250.500.92m32.002.480.250.500.62V - 203 (.25 X .53)m32.006.000.250.531.59V - 204 (.20 X .50)m32.004.100.200.500.82V - 205 (.25 X .53)m31.007.900.250.531.05V - 206 (.45 X .20)m32.002.900.450.200.52m32.002.550.450.200.46V -Im32.000.900.200.500.18m32.001.000.200.500.20m32.001.200.200.500.24V - IIm31.002.300.200.500.23m31.002.900.200.500.29m31.002.550.200.500.26m33.002.600.200.500.78m32.002.450.200.500.49m32.003.800.200.500.76m32.001.050.200.500.21V - IIIm32.003.800.150.500.57m32.001.030.150.500.15m34.002.450.150.500.74m31.002.400.150.500.18m34.000.700.150.500.21m32.000.500.150.500.08V -IVm32.002.900.150.500.44m32.002.850.150.500.43V - Vm32.002.550.150.200.15V - VIIm31.002.100.250.500.26V - VIIIm32.003.000.150.300.27m31.004.000.150.300.18V - Xm31.002.900.600.200.35Segundo PisoV - 300 (.25 X .50)m32.005.250.250.501.31V - 301 (.25 X .50)m32.005.150.250.501.29V - 302 (.25 X .50)m33.002.450.250.500.92m32.002.480.250.500.62V - 303 (.25 X .53)m32.006.000.250.531.59V - 304 (.20 X .50)m32.004.100.200.500.82V - 305 (.25 X .53)m31.007.900.250.531.05V - 306 (.45 X .20)m32.002.900.450.200.52m32.002.550.450.200.46V -Im32.000.900.200.500.18m32.001.200.200.500.24m32.001.000.200.500.20m31.004.000.200.500.40m32.003.000.200.500.60V - IIm31.002.300.200.500.23m31.002.900.200.500.29m31.002.550.200.500.26m33.002.600.200.500.78m32.002.450.200.500.49m32.003.800.200.500.76m32.001.050.200.500.21V - IIIm32.003.800.150.500.57m32.001.030.150.500.15m34.002.450.150.500.74m31.002.400.150.500.18m34.000.700.150.500.21m32.000.500.150.500.08V -IVm32.002.900.150.500.44m32.002.850.150.500.43V - Vm32.002.550.150.200.15V - IXm34.002.370.150.450.64m32.001.780.150.450.24m32.002.070.150.450.28m32.001.330.150.450.18Tercer PisoV - 400 (.25 X .50)m32.005.250.250.501.31V - 401 (.25 X .50)m32.005.150.250.501.29V - 402 (.25 X .50)m33.002.450.250.500.92m32.002.480.250.500.62V - 403 (.25 X .53)m32.006.000.250.531.59V - 404 (.20 X .50)m32.004.100.200.500.82V - 405 (.25 X .53)m31.007.900.250.531.05V - 406 (.45 X .20)m32.002.900.450.200.52m32.002.550.450.200.46V -Im32.000.900.200.500.18m32.001.200.200.500.24m32.001.000.200.500.20m31.004.000.200.500.40m32.003.000.200.500.60V - IIm31.002.300.200.500.23m31.002.900.200.500.29m31.002.550.200.500.26m33.002.600.200.500.78m32.002.450.200.500.49m32.003.800.200.500.76m32.001.050.200.500.21V - IIIm32.003.800.150.500.57m32.001.030.150.500.15m34.002.450.150.500.74m31.002.400.150.500.18m34.000.700.150.500.21m32.000.500.150.500.08V -IVm32.002.900.150.500.44m32.002.850.150.500.43V - Vm32.002.550.150.200.15V - IXm34.002.370.150.450.64m32.001.780.150.450.24m32.002.070.150.450.28m32.001.330.150.450.18Cuarto PisoV - 500 (.25 X .50)m32.005.250.250.501.31V - 501 (.25 X .50)m32.005.150.250.501.29V - 502 (.25 X .50)m33.002.450.250.500.92m32.002.480.250.500.62V - 503 (.25 X .53)m32.006.000.250.531.59V - 504 (.20 X .50)m32.004.100.200.500.82V - 505 (.25 X .53)m31.007.900.250.531.05V - 506 (.45 X .20)m32.002.900.450.200.52m32.002.550.450.200.46V -Im32.000.900.200.500.18m32.001.200.200.500.24m32.001.000.200.500.20m31.004.000.200.500.40m32.003.000.200.500.60V - IIm31.002.300.200.500.23m31.002.900.200.500.29m31.002.550.200.500.26m33.002.600.200.500.78m32.002.450.200.500.49m32.003.800.200.500.76m32.001.050.200.500.21V - IIIm32.003.800.150.500.57m32.001.030.150.500.15m34.002.450.150.500.74m31.002.400.150.500.18m34.000.700.150.500.21m32.000.500.150.500.08V -IVm32.002.900.150.500.44m32.002.850.150.500.43V - Vm32.002.550.150.200.15V - IXm34.002.370.150.450.64m32.001.780.150.450.24m32.002.070.150.450.28m32.001.330.150.450.18Quinto PisoV - 600 (.25 X .50)m32.005.250.250.501.31V - 601 (.25 X .50)m32.005.150.250.501.29V - 602 (.25 X .50)m33.002.450.250.500.92m32.002.480.250.500.62V - 603 (.25 X .53)m32.006.000.250.531.59V - 604 (.20 X .50)m32.004.100.200.500.82V - 605 (.25 X .53)m31.007.900.250.531.05V - 606 (.45 X .20)m32.002.900.450.200.52m32.002.550.450.200.46V -Im32.000.900.200.500.18m32.001.200.200.500.24m32.001.000.200.500.20m31.004.000.200.500.40m32.003.000.200.500.60V - IIm31.002.300.200.500.23m31.002.900.200.500.29m31.002.550.200.500.26m33.002.600.200.500.78m32.002.450.200.500.49m32.003.800.200.500.76m32.001.050.200.500.21V - IIIm32.003.800.150.500.57m32.001.030.150.500.15m34.002.450.150.500.74m31.002.400.150.500.18m34.000.700.150.500.21m32.000.500.150.500.08V -IVm32.002.900.150.500.44m32.002.850.150.500.43V - Vm32.002.550.150.200.15V - IXm34.002.370.150.450.64m32.001.780.150.450.24m32.002.070.150.450.28m32.001.330.150.450.18m385.5201.06.06LOSAS ALIGERADASCONCRETO f'c=210 kg/cm - LOSA ALIGERADAm3ItemDescripcinUnidadCantidadlargoareavol/m2Sub TotalSEMI SOTANOpao 1m31.0029.070.08752.54pao 2m31.001.580.08750.14pao 3m31.0012.970.08751.13pao 4m31.0014.360.08751.26pao 5m31.007.750.08750.68pao 6m31.007.750.08750.68pao 7m31.0012.000.08751.05pao 8m31.0012.000.08751.05pao 9m31.006.370.08750.56pao 10m31.0011.520.08751.01pao 11m31.009.890.08750.87pao 12m31.0011.520.08751.01pao 13m31.006.370.08750.56pao 14m31.009.310.08750.81pao 15m31.009.310.08750.81PRIMER PISOpao 1m31.0031.070.08752.72pao 2m31.001.580.08750.14pao 3m31.0013.540.08751.18pao 4m31.0015.790.08751.38pao 5m31.007.140.08750.62pao 6m31.007.140.08750.62pao 7m31.006.120.08750.54pao 8m31.006.120.08750.54pao 9m31.006.370.08750.56pao 10m31.0011.520.08751.01pao 11m31.009.890.08750.87pao 12m31.0011.520.08751.01pao 13m31.006.370.08750.56pao 14m31.009.310.08750.81pao 15m31.009.310.08750.81SEGUNDO PISOpao 1m31.0031.070.08752.72pao 2m31.001.580.08750.14pao 3m31.0013.540.08751.18pao 4m31.0015.790.08751.38pao 5m31.007.140.08750.62pao 6m31.007.140.08750.62pao 7m31.006.120.08750.54pao 8m31.006.120.08750.54pao 9m31.006.370.08750.56pao 10m31.0011.520.08751.01pao 11m31.009.890.08750.87pao 12m31.0011.520.08751.01pao 13m31.006.370.08750.56pao 14m31.009.310.08750.81pao 15m31.009.310.08750.81TERCER PISOpao 1m31.0031.070.08752.72pao 2m31.001.580.08750.14pao 3m31.0013.540.08751.18pao 4m31.0015.790.08751.38pao 5m31.007.140.08750.62pao 6m31.007.140.08750.62pao 7m31.006.120.08750.54pao 8m31.006.120.08750.54pao 9m31.006.370.08750.56pao 10m31.0011.520.08751.01pao 11m31.009.890.08750.87pao 12m31.0011.520.08751.01pao 13m31.006.370.08750.56pao 14m31.009.310.08750.81pao 15m31.009.310.08750.81CUARTO PISOpao 1m31.0031.070.08752.720.05pao 2m31.001.580.08750.140.0375pao 3m31.0013.540.08751.180.0875pao 4m31.0015.790.08751.38pao 5m31.007.140.08750.62pao 6m31.007.140.08750.62pao 7m31.006.120.08750.54pao 8m31.006.120.08750.54pao 9m31.006.370.08750.56pao 10m31.0011.520.08751.01pao 11m31.009.890.08750.87pao 12m31.0011.520.08751.01pao 13m31.006.370.08750.56pao 14m31.009.310.08750.81pao 15m31.009.310.08750.81QUINTO PISOpao 1m31.0031.070.08752.72pao 2m31.001.580.08750.14pao 3m31.0013.540.08751.18pao 4m31.0015.790.08751.38pao 5m31.007.140.08750.62pao 6m31.007.140.08750.62pao 7m31.006.120.08750.54pao 8m31.006.120.08750.54pao 9m31.006.370.08750.56pao 10m31.0011.520.08751.01pao 11m31.009.890.08750.87pao 12m31.0011.520.08751.01pao 13m31.006.370.08750.56pao 14m31.009.310.08750.81pao 15m31.009.310.08750.81m381.00LADRILLO DE TECHO DE ARCILLA 30x30x15 cm. - LOSA ALIGERADAItemDescripcinUnidadCantidadareaanchoN lad./m2Sub TotalSEMI SOTANOUnd161.778.331,347.54PRIMER PISOUnd152.798.331,272.74SEGUNDO PISOUnd152.798.331,272.74TERCER PISOUnd152.798.331,272.74CUARTO PISOUnd152.798.331,272.74QUINTO PISOUnd152.798.331,272.74und7,711.25LOSA MACIZA - CONCRETO F'C=175 KG/CM2m3ItemDescripcinUnidadCantidadlargoAreaAltoSub TotalSEMI SOTANOm31.002.870.120.34m31.004.200.200.84PRIMER PISOm31.004.200.200.84SEGUNDO PISOm31.004.200.200.84TERCER PISOm31.004.200.200.84CUARTO PISOm31.004.200.200.84QUINTO PISOm31.004.200.200.84m35.38ESCALERACONCRETO f'c=210 kg/cm - ESCALERAm3ItemDescripcinUnidadCantidadAreaAnchoAltoSub TotalSOTANOPrimer tramom31.001.151.101.27Segundo tramom31.000.581.100.64PRIMER NIVELTercer tramom31.000.591.100.65Cuarto tramom31.000.581.100.64SEGUNDO NIVELQuinto tramom31.000.591.100.65Sexto tramom31.000.581.100.64TERCER NIVELSeptimo tramom31.000.591.100.65Octavo tramom31.000.581.100.64CUARTO NIVELNoveno tramom31.000.591.100.65Decimo tramom31.000.581.100.64QUINTO NIVELOnceavo tramom31.000.591.100.65Doceavo tramom31.000.581.100.64m38.34CASETA MAQ/TANQUE ELEV. - CONCRETO F'C= 210 KG/CM2m3ItemDescripcinUnidadCantidadlargoAreaAltoSub Totalcaseta de maquinariam31.0013.520.152.03m31.0013.520.202.70tanque elevadom31.0014.400.152.16m31.0014.400.202.88m39.77
