METRA. GENERALPLANILLA DE METRADOS DE CERCO PERIMETRICOProy.: - TAYACAJA - HUANCAVELICA Respon.Fecha: Departamento: HUANCAVELICAProvincia: TAYACAJAFrmula:CONSTRUCCION DE PORTADA DE INGRESO ESTADIO PAMPAS Distrito: PAMPASITEMPARTIDADESCRIPCION UBICACIN DE ELEMENTOCANT.LARGO (m)ANCHO (m)ALTO (m)PARCIALTOTALUND01PORTADA DE INGRESO01.01TRABAJOS PRELIMINARES01.01.01LIMPIEZA DE TERRENO MANUAL50.40M2PORTADA1.0020.742.4350.4001.01.02TRAZO, NIVELACION Y REPLANTEO PRELIMINAR50.40M2PORTADA1.0020.742.4350.4001.01.03TRAZO, NIVELACION Y REPLANTEO DURANTE EL PROYECTO50.40M2PORTADA DE INGRESO1.0020.742.4350.4001.02MOVIMIENTO DE TIERRAS01.02.01EXCAVACION PARA CIMIENTOS HASTA 1m DE PROFUNDIDAD EN TERRENO NORMAL4.06M3PORTADA DE INGRESO1.000.500.400.700.141.004.490.400.701.261.009.500.400.702.661.004.750.400.701.3301.02.02RELLENO CON MATERIAL PROPIO A MANO5.04M3PORTADA DE INGRESO1.0020.742.430.105.0401.02.03EXCAVACION DE SANJA PARA ZAPATAS30.08M3zapata z - 11.002.002.001.606.40zapata z - 22.002.502.001.6016.00zapata z - 31.003.201.501.607.6801.02.04 ACARREO MATERIAL EXEDENTE HASTA UNA DISTANCIA PROMEDIO DE 30.00 ML34.14M3EXCAVACION PARA CIMIENTOS 1.004.064.06EXCAVACION PARA ZAPATAS1.0030.0830.0801.02.05ELIMINACION DE MATERIAL EXCEDENTE CON EQUIPO PESADO34.14M3EXCAVACION PARA CIMIENTOS 1.004.064.06EXCAVACION PARA ZAPATAS1.0030.0830.0801.03OBRAS DE CONCRETO SIMPLE01.03.01SOLADOS DE CONCRETO C.H 1:12 E=10CM PARA ZAPATAS14.80M2zapata z - 11.002.002.000.00zapata z - 22.002.502.0010.00zapata z - 31.003.201.504.8001.03.02CONCRETO PARA CIMIENTOS CORRIDOS C.H 1:10 + 30% P.G3.85M3PORTADA DE INGRESO1.000.500.400.500.101.004.490.400.500.901.009.500.400.501.901.004.750.400.500.9501.03.03CONCRETO PARA SOBRECIMIENTOS C.H 1:8 + 25% P.M3.85M3PORTADA DE INGRESO1.000.500.400.500.101.004.490.400.500.901.009.500.400.501.901.004.750.400.500.9501.03.04ENCOFRADO Y DESENCOFRADO DE SOBRECIMIENTOS H= 40CM19.24M2PORTADA DE INGRESO2.000.500.500.502.004.490.504.492.009.500.509.502.004.750.504.75CONCRETO PARA GRADA-VEREDA fc=145kg/cm27.33M3VEREDA1.0020.741.000.204.15GRADA1.0020.490.300.402.462.002.000.300.300.361.004.000.300.300.3601.04OBRAS DE CONCRETO ARMADO01.04.01 ZAPATAS01.04.01.01CONCRETO PARA ZAPATAS fc=210 kg/cm211.28M3PORTADA DE INGRESOzapata z - 11.002.002.000.602.40zapata z - 22.002.502.000.606.00zapata z - 31.003.201.500.602.8801.04.01.02ACERO DE REFUERZO FY=4200 KG/ CM2 GRADO 60N ELEM.LONG. PZPESON VECES284.14KGz - 1 ( 5/8")22.001.961.551.0066.92z - 2 ( 5/8")11.002.421.552.0082.6313.001.921.552.0077.48z - 3 ( 5/8")6.003.101.551.0028.8713.001.401.551.0028.2501.04.02PLACAS01.04.02.01 CONCRETO PARA PLACAS fC=210 kg/cm22.34M3PORTADA DE INGRESO1.002.000.255.062.53-2.000.250.250.25-0.03-1.000.250.252.50-0.1601.04.02.02ENCOFRADO Y DESENCOFRADO DE PLACAS22.52M2PORTADA DE INGRESO2.002.005.0620.242.000.255.062.531.002.000.250.50-2.000.250.25-0.13-1.000.252.50-0.6301.04.02.03ACERO DE REFUERZO FY=4200 KG/CM2 P/PLACAS361.38KGVER CUADRO DE METRADOS01.04.03COLUMNAS01.04.03.01 CONCRETO PARA COLUMNAS fC=210 kg/cm24.59M3C-C1.000.207.021.381.000.207.951.561.000.208.411.6501.04.03.02ENCOFRADO Y DESENCOFRADO EN COLUMNAS36.73M2C-C1.001.577.0211.031.001.577.9512.491.001.578.4113.2101.04.03.03ACERO DE REFUERZO FY=4200 KG/CM2 P/COLUMNAS424.00KGVER CUADRO DE METRADOS01.04.04COLUMNETAS01.04.04.01 CONCRETO PARA COLUMNETAS fC=210 kg/cm21.51M3C-012.000.250.253.510.441.000.250.254.880.311.000.250.255.250.332.000.250.253.510.4401.04.04.02ENCOFRADO Y DESENCOFRADO EN COLUMNETAS12.09M2C-014.000.253.513.512.000.254.882.442.000.255.252.634.000.253.513.5101.04.04.02ACERO DE REFUERZO FY=4200 KG/CM2 P/COLUMNETAS115.50KGVER CUADRO DE METRADOS01.04.05VIGAS01.04.05.01 CONCRETO PARA VIGAS fC=210 kg/cm21.08M3VA-11.005.020.250.250.311.009.540.250.250.60VA-21.004.510.150.250.1701.04.05.02ACERO DE REFUERZO FY=4200 KG/CM2 P/VIGAS144.81KGVER CUADRO DE METRADOS01.04.06VIGUETAS01.04.06.01 CONCRETO PARA VIGUETAS fC=210 kg/cm20.82M3V-011.004.700.250.250.291.004.000.250.250.251.004.440.250.250.2801.04.06.02ENCOFRADO Y DESENCOFRADO EN VIGUETAS6.57M2V-012.004.700.252.352.004.000.252.002.004.440.252.2201.04.06.03ACERO DE REFUERZO FY=4200 KG/CM2 P/VIGUETAS39.44KG01.04.07ESTRUCTURA DE TECHO01.04.07.01 CONCRETO PARA TECHO fC=210 kg/cm25.50M3TECHO1.00AREA22.000.255.5001.04.07.02ENCOFRADO Y DESENCOFRADO EN TECHO32.42M2TECHOAREA22.0022.002.0022.020.2511.01-3.000.20-0.5901.04.07.03ACERO DE REFUERZO FY=4200 KG/CM2 P/TECHO619.67KGVER CUADRO DE METRADOS01.04.08PEDESTAL01.04.08.01 CONCRETO PARA PEDESTALfC=175 kg/cm21.63M3PEDESTAL3.000.772.303.00-0.23-0.6801.04.08.02ENCOFRADO Y DESENCOFRADO DE PEDESTAL9.35M2PEDESTAL3.000.290.873.002.838.4801.04.08.03ACERO DE REFUERZO FY=4200 KG/CM2 P/PEDESTALENMALLADO CON 1/4" @ 0.20N ELEMENTOLONGITUDPESON VECES30.63KG16.001.520.253.0018.247.002.360.253.0012.3901.05MUROS Y TABIQUERIA DE ALBAILERIA01.05.01MURO DE LADRILLO TIPO IV 18 HUECOS DE CABEZA C:A 1:4 x 1.5CM33.27M2PORTADA DE INGRESO2.001.103.016.621.0010.5910.591.002.422.421.0012.2312.231.000.973.012.92-6.000.500.50-1.5001.06REVOQUES ENLUCIDOS Y MOLDURAS01.06.01TARRAJEO EN COLUMNAS CIRCULAR CON C.A - 1:5 = 1.5CM INCL. VESTIDURA DE ARISTAS36.73M2C-C1.001.577.0211.031.001.577.9512.491.001.578.4113.2101.06.02TARRAJEO EN PLACA CON C.A - 1:5 = 1.5CM INCL. VESTIDURA DE ARISTAS22.52M2PORTADA DE INGRESO2.002.005.0620.242.000.255.062.531.002.000.250.50-2.000.250.25-0.13-1.000.252.50-0.6301.06.03TARRAJEO EN COLUMNETAS CON C.A - 1:5 = 1.5CM INCL. VESTIDURA DE ARISTAS12.09M2C-014.000.253.513.512.000.254.882.442.000.255.252.634.000.253.513.5101.06.04TARRAJEO EN VIGUETAS CON C.A - 1:5 = 1.5CM INCL. VESTIDURA DE ARISTAS 8.86M2V-012.004.700.252.351.004.700.251.182.004.000.252.002.004.440.252.221.004.440.251.1101.06.05TARRAJEO EN TECHO CON C.A - 1:5 = 1.5CM INCL. VESTIDURA DE ARISTAS 49.49M2TECHO2.00AREA22.0044.002.0022.020.2511.01-3.000.20-0.59-1.0015.000.25-3.75-1.004.740.25-1.1901.06.06TARRAJEO EN PEDESTAL CON C.A - 1:5 = 1.5CM INCL. VESTIDURA DE ARISTAS 9.35M23.000.290.873.002.838.4801.06.07TARRAJEO EN MUROS INTERIORES CON C.A - 1:5 E=1.5CM33.27M2PORTADA DE INGRESO2.001.103.016.621.0010.5910.591.002.422.421.0012.2312.231.000.973.012.92-6.000.500.50-1.5001.06.08TARRAJEO EN MUROS EXTERIORES CON C.A - 1:5 E=1.5CM33.27M2PORTADA DE INGRESO2.001.103.016.621.0010.5910.591.002.422.421.0012.2312.231.000.973.012.92-6.000.500.50-1.5001.06.09TARRAJEO EN DERRAMES CON C.A - 1:5 E=1.5CM12.50MLPLACA1.005.505.503.001.003.002.002.004.0001.07CARPINTERIA METALICA01.07.01PUERTA METALICA SEGN DISEO INCLUIDO INSTALACION14.80M2P-12.002.002.7010.80P-21.004.003..404.0001.07.02REJAS EN BOLETERIA INCLUIDO INSTALACION2.00UND2.0001.08PINTURA01.08.01PINTURA EN COLUMNAS CIRCULAR C/ LATEX LAVABLE36.73M2C-C1.001.577.0211.031.001.577.9512.491.001.578.4113.2101.08.02PINTURA EN PLACA C/ LATEX LAVABLE22.52M2PORTADA DE INGRESO2.002.005.0620.242.000.255.062.531.002.000.250.50-2.000.250.25-0.13-1.000.252.50-0.6301.08.03PINTURA EN VIGUETAS C/LATEX LAVABLE8.86M2V-012.004.700.252.351.004.700.251.182.004.000.252.002.004.440.252.221.004.440.251.1101.08.04PINTURA EN TECHO C/LATEX LAVABLE49.49M2TECHO2.00AREA22.0044.002.0022.020.2511.01-3.000.20-0.59-1.0015.000.25-3.75-1.004.740.25-1.1901.08.05PINTURA EN PEDESTAL C/LATEX LAVABLEPEDESTAL9.35M23.000.290.873.002.838.4801.08.06PINTURA EN MUROS EXTERIORES C/ LATEX LAVABLE33.27M2PORTADA DE INGRESO2.001.103.016.621.0010.5910.591.002.422.421.0012.2312.231.000.973.012.92-6.000.500.50-1.5001.08.07PINTURA EN MUROS INTERIORES C/ LATEX LAVABLE45.77M2PORTADA DE INGRESO2.001.103.016.621.0010.5910.591.002.422.421.0012.2312.231.000.973.012.92-6.000.500.50-1.5001.08.08PINTURA EN DERRAMES C/LATEX LAVABLE12.50MLPLACA1.005.505.503.001.003.002.002.004.0001.08.09PINTURA ESMALTE Y ANTICORROSIVO EN CARPINTERIA METALICA14.80M2PUERTA METALICA SEGN DISEO INCLUIDO INSTALACIONP-012.002.002.7010.80P-021.004.003..404.0001.09VIDRIO01.09.01BLOCKS DE VIDRIO1.00M2BOLETERIA4.000.500.501.0001.10VARIOS01.10.01JUNTA DE CONSTRUCCION CON TEKNOPORT DE 1"12.34ML2.006.1712.3401.10.02JUNTA ASFALTICA 1"6.00MLVEREDA6.001.006.0001.10.03ASTA PARA BANDERA TUBO F G 2" 8.61ML3.002.878.61

PLACAPLANILLA DE METRADOS (ACERO EN PLACAS)ProyectoRespon.Departamento: HUANCAVELICAFechaProvincia: TAYACAJAFormula: ACERO(PLACA)Distrito: PAMPASITEMPARTIDADESCRIPCIONTIPO LONGITUDLOGITUD PARCIALN DE VECES 1" 3/4" 5/8" 1/2" 3/8" 1/4"ACERO DE REFUERZO FY=4200 KG/CM2SOBRE ZAPATAbarra vertical interior 5/8"5.875.879.0052.83 5/8"2.282.582.005.16 5/8"0.880.882.001.76 5/8"0.790.792.001.585.570.30barra vertical exterior 5/8"5.875.879.0052.83 5/8"2.282.582.005.165.570.30barra horizontal interior 5/8"1.922.1227.0057.240.101.920.10 5/8"0.250.25-16.00- 4.00barra horizontal exterior 5/8"1.922.1227.0057.241.92 5/8"0.250.25-16.00- 4.000.100.10barra vertical interior- exteriorbarra de refuerzo 1/2"1.001.1010.0011.001.000.10TOTAL (ML)0.000.00225.8011.000.000.00ACERO (KG)4.042.241.550.990.560.25TOTAL (KG)0.000.00350.4410.930.000.00361.38

COLUMNASPLANILLA DE METRADOS ACERO COLUMNASProy.Respon.Departamento: HUANCAVELICAFechaProvincia: TAYACAJAFormulaACERO (COLUMNAS)Distrito: PAMPASITEMPARTIDADESCRIPCIONTIPO LONG PARCIALCANT ELEM.N DE VECES 1" 3/4" 5/8" 1/2" 3/8" 1/4"ACERO FY=4200KG/CM2 C-CCOLUMNA CIRCULAR 1/2"8.065.001.0040.30ZUNCHO 3/8"99.711.001.00156.63C-CCOLUMNA CIRCULAR 1/2"8.995.001.0044.95ZUNCHO 3/8"113.001.001.00177.50C-CCOLUMNA CIRCULAR 1/2"9.455.001.0047.25ZUNCHO 3/8"119.571.001.00187.82TOTAL (ML)- 0- 0- 0132.50521.95- 0ACERO(KG)4.042.241.550.990.560.25TOTAL (KG)- 0- 0- 0131.71292.29- 0424.00

COLUMNETASPLANILLA DE METRADOS ACERO COLUMNETASProy.Respon.Departamento: HUANCAVELICAFechaProvincia: TAYACAJAFormulaACERO (COLUMNETAS)Distrito: PAMPASITEMPARTIDADESCRIPCIONTIPO LONG PARCIALCANT ELEM.N DE VECES 1" 3/4" 5/8" 1/2" 3/8" 1/4"ACERO FY=4200KG/CM2 C-01COLUMNETA 3/8"4.944.002.0039.52ESTRIBO 1/4"0.9128.002.0050.96C-01COLUMNETA 3/8"6.254.001.0025.00ESTRIBO 1/4"0.9135.001.0031.85 3/8"6.664.001.0026.64ESTRIBO 1/4"0.9139.001.0035.49C-01COLUMNETA 3/8"4.944.002.0039.52ESTRIBO 1/4"0.9128.002.0050.96TOTAL (ML)- 0- 0- 0- 0130.68169.26ACERO(KG)4.042.241.550.990.560.25TOTAL (KG)- 0- 0- 0- 073.1842.32115.50

VIGASPLANILLA DE METRADOS (ACERO EN VIGAS)ProyectoRespon.Departamento: HUANCAVELICAFechaProvincia: TAYACAJAFormula: ACERO(VIGAS) Distrito: PAMPASITEMPARTIDADESCRIPCIONTIPO LONG PARCIALCANT DE ELEMENTOSN DE VECES 1" 3/4" 5/8" 1/2" 3/8" 1/4"ACERO DE REFUERZO FY=4200 KG/CM2VA-01LARGERO 1/2"6.154.001.0024.60ESTRIBOS 3/8"0.9131.001.0028.21LARGERO 1/2"11.054.001.0044.20ESTRIBOS 3/8"0.9150.001.0045.50VA-02PORTADALARGERO 1/2"5.844.001.0023.36ESTRIBOS 3/8"0.7130.001.0021.30TOTAL (ML)0.000.000.0092.1695.010.00ACERO (KG)4.042.241.550.990.560.25TOTAL (KG)0.000.000.0091.6153.210.00144.81

VIGUETASPLANILLA DE METRADOS (ACERO EN VIGUETAS)ProyectoRespon.Departamento: HUANCAVELICAFechaProvincia: TAYACAJAFormula: ACERO(VIGUETAS) Distrito: PAMPASITEMPARTIDADESCRIPCIONTIPO LONG PARCIALCANT DE ELEMENTOSN DE VECES 1" 3/4" 5/8" 1/2" 3/8" 1/4"ACERO DE REFUERZO FY=4200 KG/CM2VA-01LARGERO 3/8"4.824.001.0019.28ESTRIBOS 1/4"0.9131.001.0028.21LARGERO 3/8"4.564.001.0018.24ESTRIBOS 1/4"0.9150.001.0045.50TOTAL (ML)0.000.000.000.0037.5273.71ACERO (KG)4.042.241.550.990.560.25TOTAL (KG)0.000.000.000.0021.0118.4339.44

TECHOPLANILLA DE METRADOS (ACERO EN TECHO)ProyectoRespon.Departamento: HUANCAVELICAFechaProvincia: TAYACAJAFormula: ACERO(TECHO) Distrito: PAMPASITEMPARTIDADESCRIPCIONTIPO LONGITUDLONG PARCIALCANT DE ELEMENTOSN DE VECES 1" 3/4" 5/8" 1/2" 3/8" 1/4"ACERO DE REFUERZO FY=4200 KG/CM2Barras horizontales interior 5/8 @ 0.20 5/8"2.002.302.001.004.60 5/8"1.942.242.001.004.480.15 variable0.15 5/8"1.922.222.001.004.44 5/8"1.912.212.001.004.42 5/8"1.892.192.001.004.380.15 variable0.15 5/8"1.872.172.001.004.34 5/8"1.852.152.001.004.30 5/8"1.832.132.001.004.26 5/8"1.812.112.001.004.22 5/8"1.802.102.001.004.20 5/8"1.782.082.001.004.16 5/8"1.762.062.001.004.12 5/8"1.742.042.001.004.08 5/8"1.722.022.001.004.04 5/8"1.712.012.001.004.02 5/8"1.691.992.001.003.98 5/8"1.671.972.001.003.94 5/8"1.651.952.001.003.90 5/8"1.631.932.001.003.86 5/8"1.611.912.001.003.82 5/8"1.601.902.001.003.80 5/8"1.581.882.001.003.76 5/8"1.561.862.001.003.72 5/8"1.541.842.001.003.68 5/8"1.221.522.001.003.04 5/8"1.181.482.001.002.96 5/8"1.471.772.001.003.54 5/8"1.451.752.001.003.50 5/8"1.431.732.001.003.46 5/8"1.411.712.001.003.42 5/8"1.401.702.001.003.40 5/8"1.381.682.001.003.36 5/8"1.361.662.001.003.32 5/8"1.341.642.001.003.28 5/8"1.321.622.001.003.24 5/8"1.311.612.001.003.22 5/8"1.291.592.001.003.18 5/8"1.271.572.001.003.14 5/8"1.251.552.001.003.10 5/8"1.231.532.001.003.06 5/8"1.211.512.001.003.02 5/8"1.201.502.001.003.00 5/8"1.181.482.001.002.96 5/8"1.161.462.001.002.92 5/8"1.141.442.001.002.88 5/8"1.121.422.001.002.84 5/8"1.111.412.001.002.82 5/8"1.091.392.001.002.78 5/8"1.071.372.001.002.74 5/8"1.051.352.001.002.70 5/8"1.031.332.001.002.66 5/8"1.011.312.001.002.62 5/8"1.001.302.001.002.60 5/8"0.981.282.001.002.56 5/8"0.961.262.001.002.52 5/8"0.941.242.001.002.48 5/8"0.921.222.001.002.44 5/8"0.911.212.001.002.42 5/8"0.891.192.001.002.38 5/8"0.871.172.001.002.34 5/8"0.851.152.001.002.30 5/8"0.831.132.001.002.26 5/8"0.811.112.001.002.22 5/8"0.801.102.001.002.20 5/8"0.781.082.001.002.16 5/8"0.761.062.001.002.12 5/8"0.741.042.001.002.08 5/8"0.721.022.001.002.04 5/8"0.711.012.001.002.02 5/8"0.690.992.001.001.98 5/8"0.670.972.001.001.94 5/8"0.650.952.001.001.90 5/8"0.630.932.001.001.86 5/8"0.610.912.001.001.82 5/8"0.580.882.001.001.76 5/8"0.560.862.001.001.72 5/8"0.540.842.001.001.68 5/8"0.520.822.001.001.64 5/8"0.510.812.001.001.62 5/8"0.490.792.001.001.58 5/8"0.470.772.001.001.54 5/8"0.450.752.001.001.50 5/8"0.430.732.001.001.46 5/8"0.410.712.001.001.42 5/8"0.400.702.001.001.40 5/8"0.380.682.001.001.36 5/8"0.360.662.001.001.32 5/8"0.340.642.001.001.28 5/8"0.320.622.001.001.24 5/8"0.310.612.001.001.22 5/8"0.290.592.001.001.18 5/8"0.270.572.001.001.14 5/8"0.250.552.001.001.10 5/8"0.230.532.001.001.06 5/8"0.210.512.001.001.02 5/8"0.200.502.001.001.00 5/8"0.180.482.001.000.96 5/8"0.360.662.001.001.32barras verticales 5/8 @ 0.20 5/8"19.7820.282.001.0040.56 5/8"1.962.462.001.004.92variable 5/8"8.368.862.001.0017.72 5/8"12.7613.262.001.0026.520.50 5/8"14.8515.352.001.0030.70 5/8"3.283.782.001.007.56 5/8"1.321.822.001.003.64 5/8"1.311.811.001.001.81TOTAL (ML)0.000.00399.270.000.000.00ACERO (KG)4.042.241.550.990.560.25TOTAL (KG)0.000.00619.670.000.000.00619.67

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Respon.

Fecha

:

Frmula

:CONSTRUCCION DE PORTADA DE INGRESO ESTADIO PAMPAS

ITEM

PARTIDA

01

PORTADA DE INGRESO

PLANILLA DE METRADOS DE CERCO PERIMETRICO

Proy.

: - TAYACAJA - HUANCAVELICA