Costos Y Presupuesto..xlsx
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EJE A B B' B' C D
TRAMO 1-4' 2-3' 1'-2 3'-4 1-Jan 1-Feb
EJE Y ANCHO 0.9 0.9 0.9 0.9 0.9 0.9
EJE 1 1' 2 3 3' 4 4' 5
TRAMO A-C C-D A-D A-B A-B' A'-B' A'-A' B-D
EJE X ANCHO 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9
ALTURA 0.8 0.8 0.8 0.8 0.8 0.8
LARGO 9.47 2.25 1.64 3.11 2.4 9.14 28.01
VOLUMEN(M3) 6.8114 1.62 1.1808 2.2592 1.728 6.5808 20.1802
ALTURA 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8
LARGO 4.18 2.68 7 2.4 1 2.15 1.19 3.46 24.06
VOLUMEN(M3) 3 1.996 5.04 1.728 0.72 1.548 0.846 2.4913 17.3693
VOLUMEN TOTAL DE LA EXCAVACION = 37.5496 M3 6 VOLTEOS
TRAMO 1-4' 2-3' 1'-2 3'-4 1-Jan 1-Feb
EJE Y ANCHO 0.9 0.9 0.9 0.9 0.9 0.9
EJE 1 1' 2 3 3' 4 4' 5
TRAMO A-C C-D A-D A-B A-B' A'-B' A'-A' B-D
EJE X ANCHO 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9
ALTURA 0.8 0.8 0.8 0.8 0.8 0.8
LARGO 9.47 2.25 1.64 3.11 2.4 9.14 28.01
VOLUMEN(M3) 6.8114 1.62 1.1808 2.2592 1.728 6.5808 20.1802
ALTURA 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8
LARGO 4.18 2.68 7 2.4 1 2.15 1.19 3.46 24.06
VOLUMEN(M3) 3 1.996 5.04 1.728 0.72 1.548 0.846 2.4913 17.3693
VOLUMEN TOTAL DE LA EXCAVACION = 37.5496 M3 6 VOLTEOS
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