| USD$12.09 |
| USD$11.60 |
| USD$150.45 |
| USD$5.38 |
| USD$31.42 |
| USD$6.35 |
| USD$67.83 |
| USD$16.09 |
| USD$230.78 |
| USD$8.29 |
| USD$35.85 |
| USD$12.11 |
| USD$44.83 |
| USD$1,491.75 |
| USD$125.97 |
| USD$7.29 |
| USD$112.97 |
| USD$194.40 |
| USD$90.53 |
| USD$8.10 |
| USD$5.10 |
| USD$4,156.50 |
| USD$14.51 |
| USD$9.29 |
| USD$16.69 |
| USD$8.39 |
| USD$24.99 |
| USD$11.07 |
| USD$43.07 |
| USD$47.89 |
| USD$12.76 |
| USD$14.79 |
| USD$7.96 |
| USD$23.40 |
| USD$8.29 |
| USD$21.46 |
| USD$1,160.13 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 105 | 43,329 | 4,549,545 |
Salario mínimo mensual vigente, base | 3.49965 | 1,300,000 | 4,549,545 |
Valor Adicional: | 4,549,545 |
| USD$8.15 |
| USD$23.97 |
| USD$6.57 |
| USD$82.88 |
| USD$0.00 |
| USD$8.12 |
| USD$10.43 |
| USD$0.00 |
| USD$3.57 |
| USD$115.01 |
| USD$6.99 |
| USD$6.44 |
| USD$26.85 |
| USD$7.29 |
| USD$38.25 |
| USD$7.54 |
| USD$18.86 |
| USD$13.81 |
| USD$23.18 |
| USD$34.31 |
| USD$124.95 |
| USD$0.00 |
| USD$33.15 |
| USD$9.13 |
| USD$2.81 |
| USD$49.80 |
| USD$28.70 |
| USD$506,292.42 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 2 | 1,199,995 | 2,399,990 |
Hora de ingeniero | 64.7214 | 37,082 | 2,399,990 |
Puente, diseño estructural x 1 m2 | 244 | 246,975 | 60,261,973 |
Salario diario vigente | 1390.8 | 43,329 | 60,261,973 |
Valor Adicional: | 62,661,963 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero galvanizado G-50 tipo perfil x 1 Kg | 97200 | 13,181 | 1,281,193,200 |
Soldador mano de obra x hora | 17500 | 16,640 | 291,200,000 |
Salario mínimo mensual vigente, base | 224 | 1,300,000 | 291,200,000 |
Valor Adicional: | 1,572,393,200 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 30 | 533,055 | 15,991,658 |
Arena lavada de río 1 m3 | 17.64 | 95,019 | 1,676,135 |
Cemento 1 Kg | 11025 | 798 | 8,797,950 |
Triturado de 3/4" x 1 m3 | 26.46 | 150,500 | 3,982,230 |
Agua para la obra 1 litro | 5985 | 36 | 217,854 |
Mezcladora 1 bulto, alquiler x hora | 14.4 | 7,150 | 102,960 |
Cuadrilla 7 (8 obreros) x jornal | 2.1 | 578,347 | 1,214,529 |
Acero G-60 x 1 Kg | 26000 | 5,200 | 135,200,000 |
Valor Adicional: | 151,191,658 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 1000 | 10,038 | 10,037,646 |
Cuerda de Nylon 100 m x 0,50 mm | 50 | 50,900 | 2,545,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 500 | 6,100 | 3,050,000 |
| 10 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 16.4 | 24,504 | 401,872 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 164.9 | 24,504 | 4,040,774 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 8 | 4,147,000 | 33,176,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 24 | 650,000 | 15,600,000 |
Ensayo SPT | 8 | 247,000 | 1,976,000 |
Informe Geotécnico y recomendaciones de construcción | 8 | 1,950,000 | 15,600,000 |
Valor Adicional: | 43,213,646 |
| USD$9.80 |
| USD$22.67 |
| USD$4,386.00 |
| USD$33.15 |
| USD$45.90 |
| USD$8.80 |
| USD$66.30 |
| USD$18.82 |
| USD$58.78 |
| USD$86.19 |
| USD$11.48 |
| USD$7.40 |
| USD$12.29 |
| USD$5.17 |
| USD$8.06 |
| USD$20.91 |
| USD$8.21 |
| USD$14.14 |
| USD$19.28 |
| USD$10.86 |
| USD$95.50 |
| USD$10.56 |
| USD$12.75 |
| USD$13.87 |
| USD$93.84 |
| USD$25.47 |
| USD$7.19 |
| USD$7.19 |
| USD$29.20 |
| USD$401.63 |
| USD$7.78 |
| USD$16.09 |
| USD$62.98 |
| USD$293.25 |
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