metrado puente
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CUADRO DE METRADOS
1.00 PUENTE
ITEM DESCRIPCIONNº LARGO
VECES1 CONCRETO
01.10 CIMENTACION DEL PUENTE CºCº 1:7 + 80% PG2.00 16.00
01.20 PILARES DEL PUENTE F'C = 140 KG/CM22.00 16.00
01.30 MUROS DE CONCRETO C:A:P : 1:1:22.00 0.25
01.40 VIGAS F'C=210 KG/CM2VIGAS 0.50X1.00 3.00 10.00
01.50 LOSA F'C=175 KG/CM22.00 10.00
01.60 VEREDAS C:A:P : 1:3:62.00 10.00
01.70 POSTES C:A:P: : 1:2.5:514.00 0.20
01.80 BARANDAS C:A:P: : 1:2.5:524.00 1.43
2 MUROS
02.10 MUROS ALBAÑILERIA 10X15X24 DE CABEZA, JUNTA: 1.5CM2.00
3 TARRAJEO
03.10 TARRAJEO EXTERIOR DE MURO ALBAÑILERIA C:A 1:52.00
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CUADRO DE METRADOS
ANCHO ALTO FACTOR PARCIAL TOTAL UND.
AREA 304.00 M39.50 304.00 304.00
AREA 236.00 M37.375 236.00 236.00
AREA 5.22 M310.430 5.22 5.22
15.00 M30.50 1.00 15.00 15.00
43.50 M37.25 0.30 43.50 43.50
2.40 M31.20 0.10 2.40 2.40
0.45 M30.20 0.80 0.45 0.45
7.72 M30.15 1.50 7.72 7.72
AREA 34.72 M217.360 34.72 34.72
AREA 52.08 M226.040 52.08 52.08
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CUADRO DE METRADOS
1.00 PUENTE
ITEM DESCRIPCIONTOTAL UND.
1 CONCRETO01.10 CIMENTACION DEL PUENTE CºCº 1:7 + 80% PG 304.00 M3
FACTORP.G. 80% 243.20
FACTORCªCº 60.80
01.20 PILARES DEL PUENTE F'C = 140 KG/CM2 236.00 M3FACTOR
CONSIDERANDO PIEDRA 3/4, MOD FINE 2.4-3, SLUMP 4" 236.00
01.30 MUROS DE CONCRETO C:A:P : 1:1:2 5.22 M3FACTOR
SIMILIR A F'C 210 KG/CM2 5.22
01.40 VIGAS F'C=210 KG/CM2 15.00 M3FACTOR
CONSIDERANDO PIEDRA 1/2, MOD FINE 2.4-3, SLUMP 3" 15.00
01.50 LOSA F'C=175 KG/CM2 43.50 M3FACTOR
CONSIDERANDO PIEDRA 1/2, MOD FINE 2.4-3, SLUMP 3" 43.50
01.60 VEREDAS C:A:P : 1:3:6 2.40 M3FACTOR
CONSIDERANDO LA DOSIFICACION DE CLASE 2.40
01.70 POSTES C:A:P: : 1:2.5:5 0.45 M3SIMILIR A F'C 175 KG/CM2 FACTORCONSIDERANDO PIEDRA 1/2, MOD FINE 2.4-3, SLUMP 3" 0.45
01.80 BARANDAS C:A:P: : 1:2.5:5 7.72 M3SIMILIR A F'C 175 KG/CM2 FACTORCONSIDERANDO PIEDRA 1/2, MOD FINE 2.4-3, SLUMP 3" 7.72
2 MUROS
02.10 MUROS ALBAÑILERIA 10X15X24 DE CABEZA, JUNTA: 1.5CM 34.72 M2C = 1 / (0.15+0.015)(0.10+0.015) = 52.70 => 53 UNI / M2VM = 1 x 1 x 0.24 - (53 x 0.10 x 0.15 x 0.24) = 0.049 M3/ M2 FACTORPARA OBTENER MORTERO 1:4 1.70 M3PARA OBTENER UNIDADES 34.72 M2
3 TARRAJEO
03.10 TARRAJEO EXTERIOR DE MURO ALBAÑILERIA C:A 1:5 52.08 M2FACTOR
ESPESOR 1.5CM 0.78 M3
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CUADRO DE METRADOS
1.00 PUENTE
ITEM DESCRIPCIONTOTAL UND.
TOTAL DEL MATERIAL
TOTAL DEL MATERIAL + 5% DE DESPERDICIOS
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CUADRO DE METRADOS
CEMENTO ARENA GRAVA HORMIGON PIEDRA LADRILLO AGUABLS M3 M3 M3 M3 UND M3
1.27308.86
5.50 1.09 0.19334.40 66.27 11.55
7.01 0.51 0.64 0.181,654.36 120.36 151.04 43.42
9.73 0.52 0.53 0.1950.74 2.71 2.76 0.97
9.73 0.52 0.53 0.19145.95 7.80 7.95 2.79
8.43 0.54 0.55 0.19366.71 23.49 23.93 8.05
5.76 0.46 0.92 0.1413.82 1.10 2.21 0.34
8.43 0.54 0.55 0.193.78 0.24 0.25 0.08
8.43 0.54 0.55 0.1965.10 4.17 4.25 1.43
8.90 1.00 53.00 0.2715.14 1.70 0.46
1,840.16
7.40 1.05 0.275.78 0.82 0.21
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CUADRO DE METRADOS
CEMENTO ARENA GRAVA HORMIGON PIEDRA LADRILLO AGUABLS M3 M3 M3 M3 UND M3
CEMENTO ARENA GRAVA HORMIGON PIEDRA LADRILLO AGUABLS M3 M3 M3 M3 UND M3
2,655.78 162.40 192.38 66.27 308.86 1,840.16 69.30
2,788.57 170.52 202.00 69.59 324.31 1,932.17 72.77