| $226,600 |
| $338,000 |
| $130,000 |
| $40,000 |
| $40,000 |
| $40,000 |
| $260,000 |
| $260,000 |
| $91,000 |
| $40,000 |
| $429,000 |
| $105,300 |
| $40,000 |
| $130,000 |
| $105,300 |
| $400,000 |
| $40,000 |
| $97,500 |
| $104,000 |
| $101,400 |
| $40,000 |
| $45,500 |
| $40,000 |
| $102,700 |
| $113,400 |
| $55,500 |
| $30,000 |
| $40,000 |
| $55,550 |
| $39,300 |
| $34,150 |
| $39,308 |
| $72,050 |
| $192,100 |
| $1,350,000 |
| $63,155 |
| $695,000 |
| $36,250 |
| $319,900 |
| $90,000 |
| $57,150 |
| $25,150 |
| $57,000 |
| $205,000 |
| $25,150 |
| $149,500 |
| $64,700 |
| $179,794 |
| $37,600 |
| $24,150 |
| $36,205 |
| $110,000 |
| $44,850 |
| $55,150 |
| $275,900 |
| $26,777 |
| $58,355 |
| $26,550 |
| $416,000 |
| $309,200 |
| $97,500 |
| $13,000 |
| $28,597 |
| $58,492 |
| $430,000 |
| $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 |
| $20,907 |
| $40,000 |
| $140,813 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.2 | 5,200 | 1,040 |
Salario mínimo mensual vigente, base | 0.0008 | 1,300,000 | 1,040 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 1,196 |
| $16,550 |
| $91,000 |
| $2,010,375,000 |
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 |