| USD$83.07 |
| USD$2.09 |
| USD$12.43 |
| USD$65.28 |
| USD$23.21 |
| USD$11.44 |
| USD$26.85 |
| USD$11.60 |
| USD$6.89 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.4 | 5,200 | 2,080 |
Salario mínimo mensual vigente, base | 0.0016 | 1,300,000 | 2,080 |
Transporte 1 tonelada x 1 kilómetro | 0.4 | 3,900 | 1,560 |
Salario mínimo mensual vigente, base | 0.0012 | 1,300,000 | 1,560 |
Valor Adicional: | 3,640 |
| USD$40.01 |
| USD$1,147.50 |
| USD$9.24 |
| USD$228.99 |
| USD$15.11 |
| USD$573.75 |
| USD$13.83 |
| 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$11.60 |
| USD$9.18 |
| USD$6.85 |
| USD$33.15 |
| USD$306.00 |
| USD$33.15 |