| USD$34.21 |
| USD$23.13 |
| USD$21.36 |
| USD$18.78 |
| USD$6.38 |
| USD$10.77 |
| USD$29.73 |
| USD$37.10 |
| USD$62.98 |
| USD$53.04 |
| USD$7.25 |
| USD$135.94 |
| USD$12.37 |
| USD$169.45 |
| USD$15.22 |
| USD$18.87 |
| USD$9.03 |
| USD$74.46 |
| USD$969.00 |
| USD$6.77 |
| USD$18.82 |
| USD$8.67 |
| USD$78.54 |
| USD$0.00 |
| USD$743.33 |
| USD$35.66 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ladrillo Rejilla | 68 | 1,550 | 105,400 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.02 | 473,449 | 9,469 |
Arena lavada de río 1 m3 | 0.0256 | 95,019 | 2,432 |
Cemento 1 Kg | 7.64 | 798 | 6,097 |
Agua para la obra 1 litro | 4.8 | 36 | 175 |
Ayudante de construcción x 1 hora | 0.004 | 9,108 | 36 |
Ayudante de construcción x 1 hora | 0.08 | 9,108 | 729 |
Valor Adicional: | 114,869 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.3675 | 5,200 | 1,911 |
Salario mínimo mensual vigente, base | 0.00147 | 1,300,000 | 1,911 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 2,067 |
| USD$892.25 |
| USD$106.59 |
| 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$102.65 |
| USD$1,133.00 |
| USD$23.21 |
| USD$1.32 |
| USD$165.75 |
| USD$1,235.58 |
| USD$66.05 |
| USD$3.54 |
| USD$1,017.45 |
| USD$17.10 |
| USD$116.28 |
| USD$75.22 |
| USD$16.12 |