| USD$14.03 |
| USD$29.73 |
| USD$18.87 |
| USD$169.45 |
| USD$53.04 |
| USD$12.37 |
| USD$21.36 |
| USD$23.13 |
| USD$14.73 |
| USD$74.46 |
| USD$18.78 |
| USD$33.66 |
| USD$135.94 |
| USD$10.77 |
| USD$33.15 |
| USD$96.90 |
| USD$646.43 |
| USD$176.15 |
| USD$66.30 |
| USD$113.55 |
| USD$165.75 |
| USD$617.79 |
| USD$26.52 |
| USD$49.73 |
| USD$420.75 |
| USD$21.68 |
| USD$73.24 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Estructura de pavimento flexible, presupuesto de construcción de 1 Km de vía 7 m de ancho | 0.0001428571 | 2,010,375,000 | 287,196 |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 0.0004285713 | 3,900,000 | 1,671 |
Subbase triturada de 2" x 1 m3 | 0.29999991 | 125,200 | 37,560 |
Base granular de 1 1/2" x m3 | 0.29999991 | 126,550 | 37,965 |
Asfalto 60/70 por tonelada | 0.09999997 | 2,100,000 | 210,000 |
Valor Adicional: | 287,196 |
| USD$1.75 |
| USD$42.59 |
| USD$26.52 |
| USD$364.01 |