| USD$165.75 |
| USD$497.25 |
| USD$32.61 |
| USD$56.36 |
| USD$32.67 |
| USD$50.75 |
| USD$62.99 |
| USD$49.73 |
| USD$0.00 |
| USD$0.00 |
| USD$35.90 |
| USD$28.31 |
| USD$53.55 |
| USD$49.73 |
| USD$82.88 |
| USD$11.07 |
| USD$82.88 |
| USD$9.61 |
| USD$198.90 |
| USD$23.21 |
| USD$17.85 |
| USD$637.25 |
| USD$24.37 |
| USD$762.45 |
| USD$61.20 |
| USD$165.75 |
| USD$13.26 |
| USD$21.17 |
| USD$49.73 |
| USD$58.78 |
| USD$19.89 |
| USD$75.22 |
| USD$17.33 |
| USD$7.88 |
| USD$23.21 |
| USD$6.72 |
| USD$93.84 |
| USD$10.22 |
| USD$6.15 |
| USD$12.90 |
| USD$44.42 |
| USD$8.15 |
| USD$66.30 |
| USD$12.05 |
| USD$50.45 |
| USD$15.82 |
| USD$13.87 |
| USD$16.74 |
| USD$52.89 |
| USD$12.90 |
| USD$9.59 |
| USD$67.83 |
| USD$10.20 |
| USD$6.83 |
| USD$11.12 |
| USD$473,033.01 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 3 | 1,112,456 | 3,337,368 |
Hora de ingeniero | 90 | 37,082 | 3,337,368 |
Puente, diseño estructural x 1 m2 | 366 | 246,975 | 90,392,960 |
Salario diario vigente | 2086.2 | 43,329 | 90,392,960 |
Valor Adicional: | 93,730,327 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 105000 | 8,050 | 845,250,000 |
Soldador mano de obra x hora | 26250 | 16,640 | 436,800,000 |
Salario mínimo mensual vigente, base | 336 | 1,300,000 | 436,800,000 |
Valor Adicional: | 1,282,050,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 45 | 533,055 | 23,987,487 |
Arena lavada de río 1 m3 | 26.46 | 95,019 | 2,514,203 |
Cemento 1 Kg | 16537.5 | 798 | 13,196,925 |
Triturado de 3/4" x 1 m3 | 39.69 | 150,500 | 5,973,345 |
Agua para la obra 1 litro | 8977.5 | 36 | 326,781 |
Mezcladora 1 bulto, alquiler x hora | 21.6 | 7,150 | 154,440 |
Cuadrilla 7 (8 obreros) x jornal | 3.15 | 578,347 | 1,821,793 |
Acero G-60 x 1 Kg | 39000 | 5,200 | 202,800,000 |
Valor Adicional: | 226,787,487 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 600 | 10,038 | 6,022,587 |
Cuerda de Nylon 100 m x 0,50 mm | 30 | 50,900 | 1,527,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 300 | 6,100 | 1,830,000 |
| 6 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 9.84 | 24,504 | 241,123 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 98.94 | 24,504 | 2,424,464 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 3 | 4,147,000 | 12,441,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 9 | 650,000 | 5,850,000 |
Ensayo SPT | 3 | 247,000 | 741,000 |
Informe Geotécnico y recomendaciones de construcción | 3 | 1,950,000 | 5,850,000 |
Valor Adicional: | 18,463,587 |
| USD$586.50 |
| USD$9.23 |
| USD$14.06 |
| USD$9.24 |
| USD$6.41 |
| USD$8.71 |
| USD$7.65 |
| USD$16.50 |
| USD$0.00 |
| USD$45.85 |
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