Download - Tabla Cubicacion
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OBRAS PEQUEÑAS
CIMIENTOSHORMIGON CLASE H5170 Kg cem./m3
Tabla de cálculo
Sector Largo (m) Ancho (m) Espesor (m) Volumen (m3) Sacos cem. Grava (m3)1 8.3 1 1 8.30 33.20 6.312 75 0.6 0.9 40.50 162.00 30.783 150 0.6 0.8 72.00 288.00 54.724 0.00 0.00 0.005 0.00 0.00 0.006 0.00 0.00 0.007 0.00 0.00 0.008 0.00 0.00 0.009 0.00 0.00 0.00
10 0.00 0.00 0.00
TOTAL 483.20 91.81
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Arena (m3)4.81
23.4941.760.000.000.000.000.000.000.00
70.06
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OBRAS PEQUEÑAS
SOBRECIMIENTOS (sin armadura)HORMIGON CLASE H-10212,5 Kg cem./m3
Tabla de cálculo
Sector Largo (m) Ancho (m) Espesor (m) Volumen (m3) Sacos cem. Grava (m3)1 1.1 1 1 1.10 5.50 0.832 0.00 0.00 0.003 0.00 0.00 0.004 0.00 0.00 0.005 0.00 0.00 0.006 0.00 0.00 0.007 0.00 0.00 0.008 0.00 0.00 0.009 0.00 0.00 0.00
10 0.00 0.00 0.00
TOTAL 5.50 0.83
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Arena (m3)0.640.000.000.000.000.000.000.000.000.00
0.64
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OBRAS PEQUEÑAS
RADIERHORMIGON CLASE H-15255 Kg cem./m3
Tabla de cálculo
Sector Largo (m) Ancho (m) Espesor (m) Volumen (m3) Sacos cem. Grava (m3)1 62 1 0.08 4.96 29.76 3.672 90 1 0.07 6.30 37.80 4.663 3 4 0.05 0.60 3.60 0.444 9 2 0.07 1.26 7.56 0.935 0.00 0.00 0.006 0.00 0.00 0.007 0.00 0.00 0.008 0.00 0.00 0.009 0.00 0.00 0.00
10 0.00 0.00 0.00
TOTAL 78.72 9.71
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Arena (m3)2.883.650.350.730.000.000.000.000.000.00
7.61
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OBRAS PEQUEÑAS
PAVIMENTOHORMIGON CLASE H-30370 Kg cem./m3
Tabla de cálculo
Sector Largo (m) Ancho (m) Espesor (m) Volumen (m3) Sacos cem. Grava (m3)1 3 5 0.08 1.20 10.44 0.842 0.00 0.00 0.003 0.00 0.00 0.004 0.00 0.00 0.005 0.00 0.00 0.006 0.00 0.00 0.007 0.00 0.00 0.008 0.00 0.00 0.009 0.00 0.00 0.00
10 0.00 0.00 0.00
TOTAL 10.44 0.84
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Arena (m3)0.680.000.000.000.000.000.000.000.000.00
0.68
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OBRAS PEQUEÑAS
PILARES, CADENAS, LOSAS Y SOBRECIMIENTOS (armados)HORMIGON CLASE H-20297,5 Kg cem./m3
Tabla de cálculo
Sector Largo (m) Ancho (m) Espesor (m) Volumen (m3) Sacos cem. Grava (m3)1 4 1 1 4.00 28.00 2.802 0.00 0.00 0.003 0.00 0.00 0.004 0.00 0.00 0.005 0.00 0.00 0.006 0.00 0.00 0.007 0.00 0.00 0.008 0.00 0.00 0.009 0.00 0.00 0.00
10 0.00 0.00 0.00
TOTAL 28.00 2.80
PILARES, CADENAS, LOSAS Y SOBRECIMIENTOS (delgados)HORMIGON CLASE H-20310 Kg cem./m3
Tabla de cálculo
Sector Largo (m) Ancho (m) Espesor (m) Volumen (m3) Sacos cem. Grava (m3)1 3 5 0.08 1.20 8.76 0.742 0.00 0.00 0.003 0.00 0.00 0.004 0.00 0.00 0.005 0.00 0.00 0.006 0.00 0.00 0.007 0.00 0.00 0.008 0.00 0.00 0.009 0.00 0.00 0.00
10 0.00 0.00 0.00
TOTAL 8.76 0.74
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Arena (m3)2.240.000.000.000.000.000.000.000.000.00
2.24
Arena (m3)0.700.000.000.000.000.000.000.000.000.00
0.70
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OBRAS PEQUEÑAS
ESTUCOS EXTERIORESZONA SECA 1:4
Tabla de cálculo
Sector Espesor (m) Largo (m) Ancho (m) Volumen (m3) Sacos cem. Arena (m3)1 0.00 0.00 0.002 0.00 0.00 0.003 0.00 0.00 0.004 0.00 0.00 0.005 0.00 0.00 0.006 0.00 0.00 0.007 0.00 0.00 0.008 0.00 0.00 0.009 0.00 0.00 0.00
10 0.00 0.00 0.00
TOTAL 0.00 0.00
ESTUCOS EXTERIORESZONA LLUVIOSA 1:3
Tabla de cálculo
Sector Espesor (m) Largo (m) Ancho (m) Volumen (m3) Sacos cem. Arena (m3)1 0.025 1 80 2.00 18.80 1.982 0.00 0.00 0.003 0.00 0.00 0.004 0.00 0.00 0.005 0.00 0.00 0.006 0.00 0.00 0.007 0.00 0.00 0.008 0.00 0.00 0.009 0.00 0.00 0.00
10 0.00 0.00 0.00
TOTAL 18.80 1.98
ESTUCOS INTERIORESZONA SECA 1:5
Tabla de cálculo
Sector Espesor (m) Largo (m) Ancho (m) Volumen (m3) Sacos cem. Arena (m3)1 1.4 1 1 1.40 8.96 1.55
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2 0.00 0.00 0.003 0.00 0.00 0.004 0.00 0.00 0.005 0.00 0.00 0.006 0.00 0.00 0.007 0.00 0.00 0.008 0.00 0.00 0.009 0.00 0.00 0.00
10 0.00 0.00 0.00
TOTAL 8.96 1.55
ESTUCOS INTERIORESZONA HUMEDA 1:4
Tabla de cálculo
Sector Espesor (m) Largo (m) Ancho (m) Volumen (m3) Sacos cem. Arena (m3)1 0.025 80 1 2.00 15.20 2.142 0.00 0.00 0.003 0.00 0.00 0.004 0.00 0.00 0.005 0.00 0.00 0.006 0.00 0.00 0.007 0.00 0.00 0.008 0.00 0.00 0.009 0.00 0.00 0.00
10 0.00 0.00 0.00
TOTAL 15.20 2.14
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Aditivo (kg)56.600.000.000.000.000.000.000.000.000.00
56.60
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Aditivo (kg)53.400.000.000.000.000.000.000.000.000.00
53.40
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OBRAS PEQUEÑAS
MUROS, PILARES, CADENAS297,5 Kg cem./m3
Tabla de cálculo
Sector Largo (m) Ancho (m) Espesor (m) Volumen (m3) Sacos cem. Grava (m3)1 1960 1.2 0.07 164.640 1152.480 115.2482 0.000 0.000 0.0003 0.000 0.000 0.0004 0.000 0.000 0.0005 0.000 0.000 0.0006 0.000 0.000 0.0007 0.000 0.000 0.0008 0.000 0.000 0.0009 0.000 0.000 0.000
10 0.000 0.000 0.000
TOTAL 1152.480 115.248
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Arena (m3) Agua (Aprox.)74.911 21.8970.000 0.0000.000 0.0000.000 0.0000.000 0.0000.000 0.0000.000 0.0000.000 0.0000.000 0.000 0.000 0.000
74.911 21.897
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OBRAS PEQUEÑAS
EMPLANTILLADOS170 Kg cem./m3
Tabla de cálculo
Sector Largo (m) Ancho (m) Espesor (m)Volumen (m3) Sacos cem. Grava (m3) Arena (m3)1 0.324 1 1 0.324 1.296 0.227 0.1682 180 0.6 0.05 5.400 21.600 4.104 3.1323 0.000 0.000 0.000 0.0004 0.000 0.000 0.000 0.0005 0.000 0.000 0.000 0.0006 0.000 0.000 0.000 0.0007 0.000 0.000 0.000 0.0008 0.000 0.000 0.000 0.0009 0.000 0.000 0.000 0.000
10 0.000 0.000 0.000 0.000
TOTAL 22.896 4.331 3.300
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Agua (Aprox.)0.040
12.5280.0000.0000.0000.0000.0000.0000.0000.000
12.568
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OBRAS PEQUEÑAS
MORTERO DE PEGAALBAÑILERIA DE LADRILLO PRENSADO 1:3
Tabla de cálculo
Sector Largo (m) Ancho (m) Area (m2) Ladrillo Fiscal (un) Cem. (sacos)1 9.5 1 9.5 342 5.412 0 0 0.003 0 0 0.004 0 0 0.005 0 0 0.006 0 0 0.007 0 0 0.008 0 0 0.009 0 0 0.00
10 0 0 0.00
TOTAL 342 5.41
MORTERO DE PEGAALBAÑILERIA DE BLOQUE DE CEMENTO 1:3
Tabla de cálculo
Sector Largo (m) Ancho (m) Area (m2) Bloque (un) Cem. (sacos)1 3 5 15 188 3.602 0 0 0.003 0 0 0.004 0 0 0.005 0 0 0.006 0 0 0.007 0 0 0.008 0 0 0.009 0 0 0.00
10 0 0 0.00
TOTAL 188 3.60
MORTERO DE PEGAALBAÑILERIA DE LADRILLO ARTESANAL 1:4
Tabla de cálculo
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Sector Largo (m) Ancho (m) Area (m2) Ladrillo artesanal (un) Cem. (sacos)1 55.6 1 55.6 2002 27.802 0 0 0.003 0 0 0.004 0 0 0.005 0 0 0.006 0 0 0.007 0 0 0.008 0 0 0.009 0 0 0.00
10 0 0 0.00
TOTAL 2002 27.80
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Arena (m3)0.570.000.000.000.000.000.000.000.000.00
0.57
Arena (m3)0.360.000.000.000.000.000.000.000.000.00
0.36
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Arena (m3)3.890.000.000.000.000.000.000.000.000.00
3.89