| USD$109.65 |
| USD$12.24 |
| USD$3,275.19 |
| USD$35.60 |
| USD$9.13 |
| USD$4,323.33 |
| USD$15.56 |
| USD$127.47 |
| USD$8.06 |
| USD$4,806.98 |
| USD$4,806.98 |
| USD$552.84 |
| USD$1,057.49 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 3 | 650,000 | 1,950,000 |
Salario mínimo mensual vigente, base | 1.5 | 1,300,000 | 1,950,000 |
Valor Adicional: | 1,950,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Informe Geotécnico y recomendaciones de construcción | 1 | 1,950,000 | 1,950,000 |
Salario mínimo mensual vigente, base | 1.5 | 1,300,000 | 1,950,000 |
Valor Adicional: | 1,950,000 |
| USD$1,968.60 |
| USD$12.67 |
| USD$59.93 |
| USD$15.30 |
| USD$7.20 |
| USD$78.85 |
| USD$31,492.50 |
| USD$397.80 |
| USD$14.57 |
| USD$9.89 |
| USD$3.83 |
| USD$7.99 |
| USD$3.32 |
| USD$23.21 |
| USD$10.10 |
| USD$1,096.25 |
| USD$177.23 |
| USD$911.99 |
| USD$1,114.02 |
| USD$29,063.63 |
| USD$10.02 |
| USD$12.88 |
| USD$12.57 |
| USD$53.04 |
| USD$9.24 |
| USD$6.83 |
| USD$7.54 |
| USD$14.15 |
| USD$8.95 |
| USD$82.88 |
| USD$12.75 |
| USD$7.64 |
| USD$38.02 |
| USD$96.90 |
| USD$8.80 |
| USD$31.65 |
| USD$28.00 |
| USD$25.31 |
| USD$75.23 |
| USD$6.41 |
| USD$11.44 |
| USD$79.56 |
| USD$6.16 |
| USD$55.85 |
| USD$45.85 |
| USD$10.07 |
| USD$37.57 |
| USD$20.74 |
| USD$18.37 |
| USD$10.31 |
| USD$64.03 |
| USD$9.23 |
| USD$19.13 |
| USD$126.74 |
| USD$9.59 |
| USD$8.93 |
| USD$10.20 |
| USD$46.97 |
| USD$24.23 |
| USD$45.65 |
| USD$7.08 |
| USD$16.50 |
| USD$20.53 |
| USD$15.70 |
| USD$12.51 |
| USD$49.70 |
| USD$23.03 |
| USD$12.11 |
| USD$9.58 |
| USD$21.09 |
| USD$14.06 |
| USD$8.71 |
| USD$7.93 |
| USD$6.41 |
| USD$0.00 |
| USD$32.78 |
| USD$12.75 |
| USD$50.75 |
| USD$31.63 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 23.85 | 5,200 | 124,020 |
Valor Adicional: | 124,020 |
| USD$21.17 |
| USD$517.34 |
| USD$217.88 |
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 | 32,500 | 32,500 |
Vara clavo 3m | 0.17 | 20,100 | 3,417 |
Valor Adicional: | 600,522 |