| $400,000 |
| $47,400 |
| $184,900 |
| $2,422,700 |
| $95,000 |
| $210,000 |
| $286,000 |
| $82,000 |
| $7,700 |
| $2,990,000 |
| $82,000 |
| $443,000 |
| $80,000 |
| $85,000 |
| $23,313 |
| $33,400 |
| $35,900 |
| $449,000 |
| $29,450 |
| $37,950 |
| $55,550 |
| $23,113 |
| $95,000 |
| $57,950 |
| $68,550 |
| $33,450 |
| $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 |
| $325,000 |
| $650,000 |
| $780,000 |