| $185,000 |
| $195,000 |
| $195,000 |
| $221,000 |
| $780,000 |
| $2,956,000 |
| $325,000 |
| $25,000 |
| $188,000 |
| $333,000 |
| $2,650,000 |
| $1,895,000 |
| $256,000 |
| $83,200 |
| $41,800 |
| $59,900 |
| $336,000 |
| $63,100 |
| $45,750 |
| $605,600 |
| $3,534,050 |
| $85,500 |
| $34,250 |
| $58,750 |
| $342,450 |
| $131,900 |
| $130,000 |
| $97,250 |
| $155,000 |
| $1,652,607 |
| $45,450 |
| $99,250 |
| $39,500 |
| $103,900 |
| $29,550 |
| $818,067 |
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 |
Listón 3 cm x 3 cm x 3 m de largo aproximadamente | 2.96 | 13,000 | 38,480 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.15 | 155,000 | 23,250 |
Repisa 2.8 m x 0,075 m x 0.037 m | 0.36 | 10,000 | 3,600 |
| 1.31 | 0 | 0 |
Valor Adicional: | 598,385 |
| $170,150 |
| $41,200 |