| USD$5.33 |
| USD$10.15 |
| USD$401.60 |
| USD$32.13 |
| USD$14.33 |
| USD$19,833.33 |
| USD$33.34 |
| USD$609.45 |
| USD$150.45 |
| USD$56.32 |
| USD$7.83 |
| USD$7.96 |
| USD$42.27 |
| USD$10.46 |
| USD$31.80 |
| USD$63.83 |
| USD$13.96 |
| USD$36.52 |
| USD$663.00 |
| USD$11.09 |
| USD$14.54 |
| USD$26.52 |
| USD$16.58 |
| USD$9.10 |
| USD$8.73 |
| USD$60.42 |
| USD$89.31 |
| USD$26.52 |
| USD$8.68 |
| USD$33.97 |
| USD$8.42 |
| USD$119.70 |
| USD$24.80 |
| USD$79.65 |
| USD$46.64 |
| USD$14.76 |
| USD$24.86 |
| USD$26.49 |
| USD$125.96 |
| USD$43.61 |
| USD$7.55 |
| USD$31.47 |
| USD$11.99 |
| USD$7.41 |
| USD$8.95 |
| USD$25.31 |
| USD$17.38 |
| USD$39.53 |
| USD$29.10 |
| USD$6.38 |
| USD$66.81 |
| USD$20.71 |
| USD$30.57 |
| USD$8.67 |
| USD$77.21 |
| USD$58.65 |
| USD$18.16 |
| USD$11.16 |
| USD$198.24 |
| USD$9.72 |
| USD$8.58 |
| USD$151.73 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 0.6 | 95,019 | 57,011 |
Arena lavada de río 6 m3 | 0.10002 | 570,000 | 57,011 |
Cemento 1 Kg | 500 | 798 | 399,000 |
Cemento, bulto de 50 Kg | 10 | 39,900 | 399,000 |
Triturado de 3/4" x 1 m3 | 0.6 | 150,500 | 90,300 |
Grava 3/4" x 6 m3 | 0.100000002 | 903,000 | 90,300 |
Valor Adicional: | 546,311 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.07 | 578,347 | 40,484 |
Salario mínimo mensual vigente, incluyendo complementos | 0.018669 | 2,168,530 | 40,484 |
Oficial de construcción x hora | 0.07 | 15,397 | 1,078 |
Salario mínimo mensual vigente, incluyendo complementos | 0.000497 | 2,168,530 | 1,078 |
Valor Adicional: | 41,562 |
| USD$33.15 |
| USD$24.35 |
| USD$75.23 |
| USD$12,130.86 |
| USD$75.22 |
| USD$118,575.00 |
| USD$12.33 |
| USD$0.00 |
| USD$512,645.63 |
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 |
| USD$26.16 |
| USD$15.81 |
| USD$9.80 |
| USD$35.66 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ladrillo Rejilla | 68 | 1,550 | 105,400 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.02 | 473,449 | 9,469 |
Arena lavada de río 1 m3 | 0.0256 | 95,019 | 2,432 |
Cemento 1 Kg | 7.64 | 798 | 6,097 |
Agua para la obra 1 litro | 4.8 | 36 | 175 |
Ayudante de construcción x 1 hora | 0.004 | 9,108 | 36 |
Ayudante de construcción x 1 hora | 0.08 | 9,108 | 729 |
Valor Adicional: | 114,869 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.3675 | 5,200 | 1,911 |
Salario mínimo mensual vigente, base | 0.00147 | 1,300,000 | 1,911 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 2,067 |
Los productos marcados con *** no estan disponibles en cantidad que quiere.
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