Metrado Ejercicio 1 Resuelto

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PROYECTO: VIIVENDA MULTIFAMILIAR EDIFICO VENECIA Item Descripcion EXCAVACIONES TOTAL ACERO DE REFUERZO PAÑOS Longitud (m) N L B H Total m3 N Total m3 1/4" 3/8" 1/2" 5/8" 3/4" 1" MOVIMIENTOS DE TIERRA EXCAVACION DE RELLENO -1.50 DEL NPT. 1,087.50 1.5 1,631.25 16,441.39 ESPONJAMIENTO .25% 407.81 2,039.06 EXCAVACION DE RELLENO -7.50 DEL NPT. 1,462.50 7.5 10,968.75 ESPONJAMIENTO .30% 3,290.63 14,259.38 } EXCAVACION PARA ZAPATA DE PLACA 109.96 1.0 109.96 ESPONJAMIENTO .30% 32.99 142.95 RELLENO CON MATERIAL PROPIO M3 70.22 0.3 21.07 FACTOR DE COMPACTACION .70 39.12 39.12 ELIMINACION DE MATERIAL EXCEDENTE 16,402.26 Piso s N veces Cant. Elem. Long. c/elem Cant Pisos Peso Total (Kg)

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procedimiento de metrado en la ingenieria civil

Transcript of Metrado Ejercicio 1 Resuelto

MOV DE TIERRASPROYECTO: VIIVENDA MULTIFAMILIAR EDIFICO VENECIAItemDescripcionN PisosEXCAVACIONESTOTALACERO DE REFUERZOPAOSNvecesCant.Elem.Long.c/elemCantPisosLongitud (m)Peso Total (Kg)NLBHTotal m3NLBTotal m31/4"3/8"1/2"5/8"3/4"1"

MOVIMIENTOS DE TIERRAEXCAVACION DE RELLENO -1.50 DEL NPT.1,087.501.51,631.2516,441.39ESPONJAMIENTO .25%407.812,039.06EXCAVACION DE RELLENO -7.50 DEL NPT.1,462.507.510,968.75ESPONJAMIENTO .30%3,290.6314,259.38}EXCAVACION PARA ZAPATA DE PLACA109.961.0109.96ESPONJAMIENTO .30%32.99142.95

RELLENO CON MATERIAL PROPIOM370.220.321.07FACTOR DE COMPACTACION .7039.1239.12

ELIMINACION DE MATERIAL EXCEDENTE16,402.26

ALBAILERIAMuro de CANTO938.05Muro de SOGA1,384.21Muro de CABEZA153.49

ALBAILERIA STANO h=2.75Muros de Canto29.15pao 181.102.7524.2011.802.754.950.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00Muros de Soga.15.57pao 115.662.7515.57

ALBAILERIA 1 PISO h=2.65Muros de Canto199.36pao 123.052.6516.17pao 221.852.659.81pao 321.252.656.63pao 423.652.6519.35pao 521.602.658.48pao 623.872.6520.51pao 723.252.6517.23pao 822.312.6512.24pao 920.352.651.86pao 10210.312.6554.64pao 1121.642.658.69pao 1223.052.2013.42pao 1322.302.2510.35

Muros de Soga.342.80pao 124.082.6521.62pao 225.503.7441.14pao 323.572.0014.28pao 425.441.3014.14pao 523.702.0014.80pao 621.152.656.10pao 7210.092.3046.41pao 821.542.206.78pao 922.952.6515.64pao 1014.402.6011.44pao 1125.002.6526.50pao 1227.482.6539.64pao 13210.472.6555.49pao 1412.102.655.57pao 1514.752.2010.45pao 1615.822.2012.80

Muros de Cabeza25.50pao 121.452.657.69pao 223.920.705.49pao 314.652.6512.32

ALBAILERIA 2 PISO h=2.65Muros de Canto199.36pao 123.052.6516.17pao 221.852.659.81pao 321.252.656.63pao 423.652.6519.35pao 521.602.658.48pao 623.872.6520.51pao 723.252.6517.23pao 822.312.6512.24pao 920.352.651.86pao 10210.312.6554.64pao 1121.642.658.69pao 1223.052.2013.42pao 1322.302.2510.35

Muros de Soga.296.39pao 124.082.6521.62pao 225.503.7441.14pao 323.572.0014.28pao 425.441.3014.14pao 523.702.0014.80pao 621.152.656.10

pao 821.542.206.78pao 922.952.6515.64pao 1014.402.6011.44pao 1125.002.6526.50pao 1227.482.6539.64pao 13210.472.6555.49pao 1412.102.655.57pao 1514.752.2010.45pao 1615.822.2012.80

Muros de Cabeza25.50pao 121.452.657.69pao 223.920.705.49pao 314.652.6512.32

ALBAILERIA 3 PISO h=2.65Muros de Canto199.36pao 123.052.6516.17pao 221.852.659.81pao 321.252.656.63pao 423.652.6519.35pao 521.602.658.48pao 623.872.6520.51pao 723.252.6517.23pao 822.312.6512.24pao 920.352.651.86pao 10210.312.6554.64pao 1121.642.658.69pao 1223.052.2013.42pao 1322.302.2510.35

Muros de Soga.296.39pao 124.082.6521.62pao 225.503.7441.14pao 323.572.0014.28pao 425.441.3014.14pao 523.702.0014.80pao 621.152.656.10

pao 821.542.206.78pao 922.952.6515.64pao 1014.402.6011.44pao 1125.002.6526.50pao 1227.482.6539.64pao 13210.472.6555.49pao 1412.102.655.57pao 1514.752.2010.45pao 1615.822.2012.80

Muros de Cabeza25.50pao 121.452.657.69pao 223.920.705.49pao 314.652.6512.32

ALBAILERIA 4 PISO h=2.65Muros de Canto199.36pao 123.052.6516.17pao 221.852.659.81pao 321.252.656.63pao 423.652.6519.35pao 521.602.658.48pao 623.872.6520.51pao 723.252.6517.23pao 822.312.6512.24pao 920.352.651.86pao 10210.312.6554.64pao 1121.642.658.69pao 1223.052.2013.42pao 1322.302.2510.35

Muros de Soga.296.39pao 124.082.6521.62pao 225.503.7441.14pao 323.572.0014.28pao 425.441.3014.14pao 523.702.0014.80pao 621.152.656.10

pao 821.542.206.78pao 922.952.6515.64pao 1014.402.6011.44pao 1125.002.6526.50pao 1227.482.6539.64pao 13210.472.6555.49pao 1412.102.655.57pao 1514.752.2010.45pao 1615.822.2012.80

Muros de Cabeza25.50pao 121.452.657.69pao 223.920.705.49pao 314.652.6512.32

ALBAILERIA Azotea PISO h=2.65Muros de Canto111.46pao 124.212.6519.61pao 222.622.6513.89pao 321.702.107.14pao 422.432.6512.88pao 520.832.654.40pao 622.802.6514.84pao 721.582.658.37pao 822.322.6510.95pao 922.172.6511.50pao 1022.000.502.00pao 1121.112.655.88

Muros de Soga.136.67pao 123.302.6517.49pao 220.802.654.24pao 323.722.3017.11pao 426.202.6532.86pao 523.002.6515.90pao 617.342.9021.29pao 712.202.906.38pao 822.322.9013.46pao 920.612.653.23pao 1020.892.654.72

Muros de Cabeza51.51pao 121.452.657.69pao 224.392.1018.44pao 314.652.3010.70pao 424.262.1014.69