ACERO

1. L e d P.E
3 ESTRUCTURAS METALICAS
VIGA PRINCIPAL 105,241.10
CM-1 KG 17 1 2.64 0.015 1.40 7,850.00 7,398.47
CM-1 KG 17 1 2.77 0.015 1.40 7,850.00 7,762.79
CM-2 KG 17 1 0.65 0.006 0.600 7,850.00 312.27
CM-2 KG 17 1 0.87 0.006 0.600 7,850.00 417.97
CM-2 KG 17 1 0.98 0.006 0.600 7,850.00 470.81
CM-2 KG 17 2 0.97 0.006 0.600 7,850.00 932.01
CM-2 KG 17 1 1.23 0.006 0.600 7,850.00 590.92
CM-2 KG 17 1 1.16 0.006 0.600 7,850.00 557.29
CM-2 KG 17 1 1.09 0.006 0.600 7,850.00 523.66
CM-2 KG 17 1 1.02 0.006 0.600 7,850.00 490.03
CM-2 KG 17 1 0.93 0.006 0.600 7,850.00 446.79
CM-2 KG 17 1 0.82 0.006 0.600 7,850.00 393.94
CM-2 KG 17 2 0.68 0.006 0.600 7,850.00 653.37
CM-2 KG 17 1 0.64 0.006 0.600 7,850.00 307.47
CM-2 KG 17 1 0.6 0.006 0.600 7,850.00 288.25
CM-2 KG 17 1 0.53 0.006 0.600 7,850.00 254.62
CM-2 KG 17 1 0.47 0.006 0.600 7,850.00 225.80
descanso CM-2 KG 17 1 0.41 0.006 0.600 7,850.00 196.97
descanso CM-2 KG 17 1 0.34 0.006 0.600 7,850.00 163.34
CM-2 KG 17 1 0.28 0.006 0.600 7,850.00 134.52
CM-2 KG 17 1 0.21 0.006 0.600 7,850.00 100.89
descanso
descanso CM-3 KG 17 1 13.57 0.009 0.800 7,850.00 13,038.60
17
CM-4 KG 17 1 11.00 0.02 1.00 7,850.00 22,019.25
CM-4 KG 17 1 1.82 0.02 1.00 7,850.00 3,643.19
CM-4 KG 17 1 1.06 0.02 1.00 7,850.00 2,121.86
CORREAS
CM-2 kg 12 1 120.00 0.006 0.600 7,850.00 40,694.40
PLACA BASE
kg 17 1 0.60 0.015875 0.600 7,850.00 762.67
kg 17 1 0.40 0.015875 0.400 7,850.00 338.96
HOJA DE METRADOS DE ESTRUCTURAS
VARIOS
ITEM DESCRIPCION UND VECES CANT
DIMENSIONES
PARCIAL TOTAL
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