| USD$53.04 |
| USD$20.88 |
| USD$62.98 |
| USD$21.17 |
| USD$66.64 |
| USD$7.84 |
| USD$4,717.50 |
| USD$20.74 |
| USD$23.72 |
| USD$8.68 |
| USD$46.97 |
| USD$165.75 |
| USD$10.20 |
| USD$31.63 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 23.85 | 5,200 | 124,020 |
Valor Adicional: | 124,020 |
| USD$762.45 |
| USD$15.34 |
| USD$40.80 |
| USD$64.69 |
| USD$198.24 |
| USD$118,575.00 |
| USD$10.20 |
| USD$149.94 |
| USD$24.86 |
| USD$555.49 |
| 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$10.20 |
| USD$888.42 |
| USD$10.20 |
| USD$165.75 |
| USD$33.15 |
| USD$7.20 |
| USD$8.52 |