estructurasHOJA DE METRADOSPROPIETARIO : MEJORAMIENTO DEL
SERVICIO EDUACTIVO DE LA INSTITUCION EDUCATIVA N 43016 VITALIANO
BECERRA HERRERADEL DISTRITO DE SAMEGUA, MARISCAL NIETO -
MOQUEGUAPROPIETARIO : MUNICIPALIDAD DISTRITAL DE
SAMEGUACOMPONENENTE : EXTERIORES Y DEPORTES -ESTRUCTURA METALICA Y
COBERTURA DE LOSAFECHA : FEBERRO 2014NDESCRIPCION DEL
ELEMENTOUnidad MedidaN de VecesN LadosDimensionesMetrado
ParcialMetrado FinalLargoAnchoAltura03.00.00ESTRUCTURA METALICA Y
COBERTURA DE LOSA03.01.00TRABAJOS PRELIMINARES03.01.01LIMPIEZA DEL
TERRENOM2196.16Graderia A1.00area140.67140.67Graderia
B1.00area55.4955.4903.02.00MOVIMENTO DE TIERRAS03.02.01EXCAVACION
MANUAL DE ZANJASM3Cimentacion de graderias - Graderia B42.96seccion
D-D1.0025.290.400.707.08seccion
E-E1.0025.290.400.707.08transversales8.001.650.400.703.70transversales2.001.650.600.701.39Cimentacion
de graderias - Graderia Aseccion D-D1.0035.700.400.7010.00seccion
E-E1.0035.700.400.7010.00transversales11.000.950.400.702.93transversales3.000.950.400.700.8003.02.02EXCAVACION
DE ZANJA PARA ZAPATAS46.65Cimentacion de graderias - Graderia
B7.001.401.701.4023.32Cimentacion de graderias - Graderia
A0.007.001.401.701.4023.3203.02.03RELLENO COMPACTADO CON MATERIAL
SELECCIONADOM328.57Cimentacion de graderias - Graderia Bseccion
D-D1.0025.290.2500.100.63seccion
E-E1.0025.290.2500.100.63transversales8.001.650.1500.100.20transversales2.001.650.1500.100.05Cimentacion
de graderias - Graderia Aseccion D-D1.0035.700.2500.100.89seccion
E-E1.0035.700.2500.100.89transversales11.000.950.1500.100.16transversales3.000.950.1500.100.04Cimentacion
de graderias - Graderia B7.00Area :1.990.9012.54Cimentacion de
graderias - Graderia A0.007.00Area :1.990.9012.5403.02.04ACARREO DE
MATERIAL EXCED. DE EXCAV. (30% DE
ESPONJAMIENTO)M3esponj.76.30excavacion manual de
zanjas1.00vol42.961.2553.701.00vol46.651.2558.31relleno con
material propio-1.00vol28.571.25-35.7103.02.05ELIMINACION DE
MATERIAL EXCED. (CARGIO EQUIPO - VOLQUETE) D=10KMM376.30excavacion
manual de zanjas1.00vol42.961.2553.701.00vol46.651.2558.31relleno
con material propio-1.00vol28.571.25-35.7103.03.00CONCRETO
SIMPLE03.03.01CIMIENTOS03.03.01.01CONCRETO fc = 100 kg/cm2 +50% DE
P. G.(SUB ZAPATA)M335.59Cimentacion de graderias - Graderia
Bseccion D-D y
E-E2.002.500.400.601.202.002.350.400.601.132.002.390.400.601.152.002.390.400.601.152.002.350.400.601.132.002.390.400.601.152.002.390.400.601.152.002.080.400.601.002.002.210.400.601.06transversales8.002.050.400.603.942.002.050.600.601.48Cimentacion
de graderias - Graderia Aseccion D-D y
E-E2.002.500.400.601.202.002.500.400.601.202.002.500.400.601.202.002.500.400.601.202.002.500.400.601.202.002.500.400.601.202.002.500.400.601.202.002.500.400.601.202.002.500.400.601.202.002.500.400.601.202.002.500.400.601.202.002.500.400.601.202.001.230.400.670.65transversales11.001.3500.400.603.563.001.3500.600.601.4603.03.02SOBRECIMIENTOS03.03.02.01CONCRETO
fc = 140 kg/cm2 +30% (SOBRECIMIENTO)M310.11Cimentacion de graderias
- Graderia Bseccion D-D y
E-E1.002.500.150.400.151.002.350.150.400.141.002.390.150.400.141.002.390.150.400.141.002.350.150.400.141.002.390.150.400.141.002.390.150.400.141.002.080.150.400.121.002.210.150.400.131.002.500.150.500.191.002.350.150.500.181.002.390.150.500.181.002.390.150.500.181.002.350.150.500.181.002.390.150.500.181.002.390.150.500.181.002.080.150.500.161.002.210.150.500.17transversales8.001.950.250.401.562.001.950.250.400.39Cimentacion
de graderias - Graderia Aseccion D-D y
E-E2.002.500.150.400.302.002.500.150.400.302.002.500.150.400.302.002.500.150.400.302.002.500.150.400.302.002.500.150.400.302.002.500.150.400.302.002.500.150.400.302.002.500.150.400.302.002.500.150.400.302.002.500.150.400.302.002.500.150.400.302.001.230.150.400.15transversales11.001.1250.250.401.243.001.1250.250.400.3403.03.02.02ENCOFRADO
Y DESENCOFRADO (SOBRECIMIENTO)M2116.05Graderia Bseccion D-D y
E-E2.002.500.402.002.002.350.401.882.002.390.401.912.002.390.401.912.002.350.401.882.002.390.401.912.002.390.401.912.002.080.401.662.002.210.401.772.002.500.502.502.002.350.502.352.002.390.502.392.002.390.502.392.002.350.502.352.002.390.502.392.002.390.502.392.002.080.502.082.002.210.502.21transversales16.001.950.4012.484.001.950.403.12Graderia
Aseccion D-D y
E-E4.002.500.404.004.002.500.404.004.002.500.404.004.002.500.404.004.002.500.404.004.002.500.404.004.002.500.404.004.002.500.404.004.002.500.404.004.002.500.404.004.002.500.404.004.002.500.404.004.001.230.401.96transversales22.001.1250.409.906.001.1250.402.7003.04.00CONCRETO
ARMADO03.04.01ZAPATAS03.04.01.01CONCRETO PARA ZAPATAS f'c=210
kg/cm2M316.66Graderia B7.001.701.400.508.33Graderia
A0.007.001.701.400.508.3303.04.01.02ACERO DE REFUERZO PARA ZAPATAS
fy=4200kg/cm2KG492.7903.04.02COLUMNAS03.04.02.01CONCRETO COLUMNAS
ESTRUCT. f'c=210 kg/cm2M327.14Graderia B -
C17.000.250.251.700.74C27.00Area :0.394.2511.60Graderia A -
C-117.000.250.252.102.23C-117.000.250.250.900.96C27.00Area
:0.394.2511.6003.04.02.02ENCOFRADO Y DESENCOF.DE COLUMNAS
ESTRUCTURALESM2232.61Graderia B -
C116.000.251.706.80C-118.000.101.703.06C27.000.904.2526.78C214.000.254.2514.88C27.000.404.2511.90C228.000.304.2535.70Graderia
A -
C125.000.252.1013.13C-126.000.102.105.46C-125.000.252.9018.13C-126.000.102.907.54C27.000.904.2526.78C214.000.254.2514.88C27.000.404.2511.90C228.000.304.2535.7003.04.02.03ACERO
DE REFUERZO fy=4,200
kg/cm2KG2,668.6703.04.03VIGAS03.04.03.01CONCRETO VIGAS
ESTRUCTURALES f'c=210 kg/cm2M3Graderia B2.81seccion D-D y
E-E2.002.500.150.300.232.002.500.150.300.232.002.500.150.300.232.002.500.150.300.232.002.500.150.300.232.002.500.150.300.232.002.500.150.300.232.002.500.150.300.232.002.500.150.300.232.002.500.150.300.232.002.500.150.300.232.002.500.150.300.232.001.230.150.300.1103.04.03.02ENCOFRADO
Y DESENCOFRADO DE VIGA ESTRUCTURALM20.00Graderia A0.0037.47seccion
D-D y
E-E4.002.500.303.004.002.500.303.004.002.500.303.004.002.500.303.004.002.500.303.004.002.500.303.004.002.500.303.004.002.500.303.004.002.500.303.004.002.500.303.004.002.500.303.004.002.500.303.004.001.230.301.477.001.701.400.508.3303.04.03.03ACERO
DE REFUERZO fy=4,200 kg/cm2KG349.9103.04.04DESCANSO EN
GRADERIASM314.0303.04.04.01CONCRETO f'c=175 kg/cm2
GRADERIASGraderia B -
C11.0025.290.550.101.393.0025.290.730.105.50Graderia A -
C11.0035.700.550.101.962.0035.700.730.105.1803.04.04.02ENCOFRADO Y
DESENCOFRADO DE GRADERIASM2141.58Graderia B -
C11.0025.290.256.323.0025.290.5843.638.0025.290.1020.23Graderia A -
C11.0035.700.258.932.0035.700.5841.066.0035.700.1021.4203.04.04.03ACERO
DE REFUERZO fy=4,200 kg/cm2KG1,196.35
ACEROHOJA DE METRADOS DE ACEROPROYECTO : MEJORAMIENTO DEL
SERVICIO EDUACTIVO DE LA INSTITUCION EDUCATIVA N 43016 VITALIANO
BECERRA HERRERA DEL DISTRITO DE SAMEGUA, MARISCAL NIETO -
MOQUEGUAPROPIETARIO : MUNICIPALIDAD DISTRITAL DE
SAMEGUACOMPONENENTE : EXTERIORES Y DEPORTES - ESTRUCTURA METALICA Y
COBERTURA DE LOSAFECHA : FEBERRO 2014ITEMDESCRIPCION DEL
ELEMENTOUnidadLongitud UnitariaN de VecesN de Elementos
IgualesDiametro LONGITUD PARCIAL (m)ACERO DE REFUERZOMETRADO
PARCIAL (Kg)DESPERDICIO 5%METRADO FINAL (Kg)TOTAL
(Kg)6mm8mm3/8"1/2"5/8"3/4"1"0.220.3950.5600.9941.5522.2353.97303.04.01ZAPATAS03.04.01.01CONCRETO
PARA ZAPATAS f'c=210 kg/cm2KG492.79Z-1 - Graderias Alongitudinal
inferior1.307.008.005/8"72.80----------------112.99--------112.995.65118.63transversal
inferior1.607.007.005/8"78.40----------------121.68--------121.686.08127.76Z-1
- Graderias Blongitudinal
inferior1.307.008.005/8"72.80----------------112.99--------112.995.65118.63transversal
inferior1.607.007.005/8"78.40----------------121.68--------121.686.08127.760.000.000.000.000.000.000.000.000.000.000.0003.04.02COLUMNAS0.000.000.000.000.000.000.000.000.000.000.0003.04.02.03ACERO
DE REFUERZO fy=4,200
kg/cm20.000.000.000.000.000.000.000.000.000.000.002,668.67GRADERIA
AC-1
(corta)0.000.000.000.000.000.000.000.000.000.000.00principal3.304.0017.003/8"224.40--------125.66----------------125.666.28131.95estribos1.0011.0017.006mm187.0041.14------------------------41.142.0643.20C-1
(superior)principal4.104.0017.003/8"278.80--------156.13----------------156.137.81163.93estribos1.0013.0017.006mm221.0048.62------------------------48.622.4351.05GRADERIA
BC-1principal2.904.0012.003/8"139.20--------77.95----------------77.953.9081.85estribos1.009.0012.006mm108.0023.76------------------------23.761.1924.95COBERTURAC-2principal
3/4"7.464.0014.003/4"417.76--------------------933.69----933.6946.68980.38principal
5/8"7.467.0014.005/8"731.08----------------1134.64--------1134.6456.731191.370.000.000.000.000.000.000.000.000.000.000.0003.04.03VIGAS0.000.000.000.000.000.000.000.000.000.000.0003.04.03.02ACERO
DE REFUERZO fy=4,200
kg/cm2KG0.000.000.000.000.000.000.000.000.000.000.00349.91GRADERIA
AViga Amarre
longitudinal31.904.002.003/8"255.20--------142.91----------------142.917.15150.06Viga
Amarre
transversal2.224.0017.003/8"150.96--------84.54----------------84.544.2388.76estribos
25x301.10156.002.006mm343.2075.50------------------------75.503.7879.28estribos
15x300.909.0017.006mm137.7030.29------------------------30.291.5131.810.000.000.000.000.000.000.000.000.000.000.0003.04.04DESCANSO
EN
GRADERIAS0.000.000.000.000.000.000.000.000.000.000.0003.04.04.03ACERO
DE REFUERZO fy=4,200
kg/cm2KG0.000.000.000.000.000.000.000.000.000.000.001,196.35GRADERIA
A0.000.00Losa inferior
long35.554.002.001/2"284.40------------282.69------------282.6914.13296.83Losa
inferior
trans0.73143.002.003/8"208.78--------116.92----------------116.925.85122.76Losa
superior
long35.554.001.001/2"142.20------------141.35------------141.357.07148.41Losa
superior
trans0.55143.001.003/8"78.65--------44.04----------------44.042.2046.250.000.000.000.000.000.000.000.000.000.000.00GRADERIA
B0.000.000.000.000.000.000.000.000.000.00Losa inferior
long25.214.003.001/2"302.52------------300.70------------300.7015.04315.74Losa
inferior
trans0.73100.003.003/8"219.00--------122.64----------------122.646.13128.77Losa
superior
long25.214.001.001/2"100.84------------100.23------------100.235.01105.25Losa
superior
trans0.55100.001.003/8"55.00--------30.80----------------30.801.5432.34
