| USD$28.82 |
| USD$13.90 |
| USD$8.21 |
| USD$61.12 |
| USD$8.73 |
| USD$6.57 |
| USD$20.78 |
| USD$901.18 |
| USD$21.14 |
| USD$11.67 |
| USD$78.51 |
| USD$60.08 |
| USD$14.00 |
| USD$38.22 |
| USD$18.62 |
| USD$32.13 |
| USD$25.32 |
| USD$7.20 |
| USD$24.80 |
| USD$32.00 |
| USD$24.99 |
| USD$46.84 |
| USD$20.80 |
| USD$7.54 |
| USD$14.39 |
| USD$442.44 |
| USD$8.30 |
| USD$45.52 |
| USD$68.60 |
| USD$6.44 |
| USD$26.00 |
| USD$1.96 |
| USD$20.35 |
| USD$198.24 |
| USD$4,580.74 |
| USD$18.82 |
| USD$118,575.00 |
| USD$8.15 |
| USD$7.96 |
| USD$9.05 |
| USD$7.05 |
| USD$0.00 |
| USD$28,066.07 |
| USD$12.76 |
| USD$369.06 |
| USD$6.77 |
| USD$379.70 |
| USD$15.22 |
| USD$8.44 |
| 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$7.25 |
| USD$14.51 |
| USD$8.10 |
| USD$253,146.21 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 1 | 1,199,995 | 1,199,995 |
Hora de ingeniero | 32.3607 | 37,082 | 1,199,995 |
Puente, diseño estructural x 1 m2 | 122 | 246,975 | 30,130,987 |
Salario diario vigente | 695.4 | 43,329 | 30,130,987 |
Valor Adicional: | 31,330,982 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero galvanizado G-50 tipo perfil x 1 Kg | 48600 | 13,181 | 640,596,600 |
Soldador mano de obra x hora | 8750 | 16,640 | 145,600,000 |
Salario mínimo mensual vigente, base | 112 | 1,300,000 | 145,600,000 |
Valor Adicional: | 786,196,600 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 15 | 533,055 | 7,995,829 |
Arena lavada de río 1 m3 | 8.82 | 95,019 | 838,068 |
Cemento 1 Kg | 5512.5 | 798 | 4,398,975 |
Triturado de 3/4" x 1 m3 | 13.23 | 150,500 | 1,991,115 |
Agua para la obra 1 litro | 2992.5 | 36 | 108,927 |
Mezcladora 1 bulto, alquiler x hora | 7.2 | 7,150 | 51,480 |
Cuadrilla 7 (8 obreros) x jornal | 1.05 | 578,347 | 607,264 |
Acero G-60 x 1 Kg | 13000 | 5,200 | 67,600,000 |
Valor Adicional: | 75,595,829 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 500 | 10,038 | 5,018,823 |
Cuerda de Nylon 100 m x 0,50 mm | 25 | 50,900 | 1,272,500 |
Estaca de Madera Ø=0.05 L=0.60 m | 250 | 6,100 | 1,525,000 |
| 5 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 8.2 | 24,504 | 200,936 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 82.45 | 24,504 | 2,020,387 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 4 | 4,147,000 | 16,588,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 12 | 650,000 | 7,800,000 |
Ensayo SPT | 4 | 247,000 | 988,000 |
Informe Geotécnico y recomendaciones de construcción | 4 | 1,950,000 | 7,800,000 |
Valor Adicional: | 21,606,823 |
| USD$7.50 |
| USD$1.76 |
| USD$7.50 |
| USD$7.50 |
| USD$11.62 |
| USD$11.05 |
| USD$9.05 |
| USD$7.50 |
| USD$8.93 |
| USD$84.07 |
| USD$7.52 |