| $75,950 |
| $250,300 |
| $898,000 |
| $65,000 |
| $507,250 |
| $650,000 |
| $207,400 |
| $777,000 |
| $24,600 |
| $65,650 |
| $30,200 |
| $34,000 |
| $30,700 |
| $43,400 |
| $672,000 |
| $43,600 |
| $1,418,000 |
| $111,000 |
| $693,650 |
| $140,800 |
| $582,500 |
| $874,550 |
| $240,000 |
| $128,100 |
| $1,550,000 |
| $165,000 |
| $257,900 |
| $1,101,600 |
| $94,900 |
| $1,975,000 |
| $1,150,000 |
| $1,575,000 |
| $499,000 |
| $44,600 |
| $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 |
| $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 |
| $6,325,000 |
| $2,028,800 |
| $26,180 |
| $13,213 |
| $35,700 |
| $3,405,600 |