| USD$512,645.63 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 3 | 3,900,000 | 11,700,000 |
Salario mínimo mensual vigente, base | 9 | 1,300,000 | 11,700,000 |
Valor Adicional: | 11,700,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Subbase triturada de 2" x 1 m3 | 2100 | 125,200 | 262,920,000 |
Base granular de 1 1/2" x m3 | 2100 | 126,550 | 265,755,000 |
Asfalto 60/70 por tonelada | 700 | 2,100,000 | 1,470,000,000 |
Valor Adicional: | 1,998,675,000 |
| USD$21.68 |
| USD$0.00 |
| USD$118,575.00 |
| USD$74.46 |
| USD$0.00 |
| USD$33.66 |
| USD$16.43 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 2.67 | 5,200 | 13,884 |
Salario mínimo mensual vigente, base | 0.01068 | 1,300,000 | 13,884 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 14,040 |
| USD$0.00 |
| USD$0.00 |
| USD$37.10 |
| USD$10.77 |
| USD$28,066.07 |
| USD$8.36 |
| USD$169.45 |
| USD$12.37 |
| USD$22.95 |