| $143,000 |
| $97,500 |
| $143,000 |
| $130,000 |
| $102,700 |
| $325,000 |
| $29,550 |
| $58,750 |
| $34,650 |
| $260,000 |
| $156,000 |
| $3,042 |
| $182,000 |
| $35,650 |
| $57,900 |
| $33,000 |
| $84,850 |
| $35,000 |
| $130,000 |
| $41,200 |
| $117,000 |
| $195,000 |
| $533,055 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 0.588 | 95,019 | 55,871 |
Arena lavada de río 6 m3 | 0.0980196 | 570,000 | 55,871 |
Cemento 1 Kg | 367.5 | 798 | 293,265 |
Cemento, bulto de 50 Kg | 7.35 | 39,900 | 293,265 |
Triturado de 3/4" x 1 m3 | 0.882 | 150,500 | 132,741 |
Grava 3/4" x 6 m3 | 0.14700000294 | 903,000 | 132,741 |
Agua para la obra 1 litro | 199.5 | 36 | 7,262 |
Salario mínimo mensual vigente, base | 0.005586 | 1,300,000 | 7,262 |
Valor Adicional: | 489,139 |
| $260,000 |
| $830,000 |
| $130,000 |
| $338,000 |
| $23,065 |
| $23,700 |
| $702,000 |
| $39,000 |
| $7,150 |
| $104,000 |
| $14,000 |
| $13,213 |
| $4,020,750,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 6 | 3,900,000 | 23,400,000 |
Salario mínimo mensual vigente, base | 18 | 1,300,000 | 23,400,000 |
Valor Adicional: | 23,400,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Subbase triturada de 2" x 1 m3 | 4200 | 125,200 | 525,840,000 |
Base granular de 1 1/2" x m3 | 4200 | 126,550 | 531,510,000 |
Asfalto 60/70 por tonelada | 1400 | 2,100,000 | 2,940,000,000 |
Valor Adicional: | 3,997,350,000 |
| $163,550 |
| $18,850,900 |
| $99,300 |
| $520,000 |
| $28,597 |
| $19,900 |
| $166,000 |
| $69,300 |
| $702,000 |
| $95,000 |
| $7,720,000 |
| $93,400 |
| $260,000 |
| $91,000 |
| $13,000 |
| $130,000 |
| $33,650 |
| $465,000,000 |
| $260,000 |
| $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 |
| $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 |
| $104,000 |
| $12,843,900 |