| $69,850 |
| $2,422,700 |
| $2,855,000 |
| $3,990,000 |
| $95,100 |
| $121,327 |
| $111,450 |
| $5,185 |
| $147,200 |
| $440,450 |
| $2,503,200 |
| $3,915,000 |
| $51,000 |
| $80,000 |
| $144,300 |
| $91,000 |
| $884,000 |
| $1,077,612 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Instalación de aparatos sanitarios x unidad | 1 | 103,612 | 103,612 |
Cuadrilla de instalaciones x 1 Hora | 0.27 | 26,955 | 7,278 |
Cuadrilla de instalaciones x 1 Hora | 2.7 | 26,955 | 72,778 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 4.5 | 5,200 | 23,400 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Valor Adicional: | 103,612 |
| $50,000 |
| $89,000 |
| $47,500 |
| $5,950,000 |
| $107,900 |
| $79,900 |
| $50,000 |
| $13,000 |
| $336,000 |
| $54,650 |
| $97,250 |
| $94,000 |
| $14,000 |
| $4,998,000 |
| $36,450 |
| $85,650 |
| $287,196 |
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 |