| $78,000 |
| $0 |
| $8,666 |
| $91,000 |
| $130,000 |
| $456,000 |
| $14,299 |
| $39,600 |
| $83,000 |
| $106,600 |
| $98,250 |
| $82,850 |
| $107,900 |
| $50,000 |
| $106,550 |
| $87,000 |
| $98,250 |
| $126,000 |
| $109,200 |
| $1,430,000 |
| $1,650,000 |
| $33,000 |
| $63,200 |
| $1,170,000 |
| $238,000 |
| $1,650,000 |
| $21,710,000 |
| $197,200 |
| $6,325,000 |
| $112,600 |
| $82,000 |
| $67,050 |
| $50,450 |
| $858,441 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 1 | 533,055 | 533,055 |
Arena lavada de río 1 m3 | 0.588 | 95,019 | 55,871 |
Cemento 1 Kg | 367.5 | 798 | 293,265 |
Triturado de 3/4" x 1 m3 | 0.882 | 150,500 | 132,741 |
Agua para la obra 1 litro | 199.5 | 36 | 7,262 |
Mezcladora 1 bulto, alquiler x hora | 0.48 | 7,150 | 3,432 |
Cuadrilla 7 (8 obreros) x jornal | 0.07 | 578,347 | 40,484 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.01 | 155,000 | 1,550 |
Durmiente ordinario 0,04x0.04x3,00 m. | 1 | 30,000 | 30,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 1 | 36,500 | 36,500 |
Vara clavo 3m | 0.17 | 20,100 | 3,417 |
Valor Adicional: | 604,522 |
| $12,350,000 |
| $132,000 |
| $429,000 |
| $371,000 |
| $49,700 |
| $533,100 |
| $260,000 |
| $650,000 |
| $1,070,000 |
| $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 |
| $100,000,000,000 |
| $200,000 |
| $3,499,000 |