| USD$49.28 |
| USD$24.86 |
| USD$12.75 |
| USD$26.85 |
| USD$6.67 |
| USD$11.48 |
| USD$59.56 |
| USD$86.19 |
| USD$12.75 |
| USD$9.12 |
| USD$20.96 |
| USD$18.59 |
| USD$8.73 |
| USD$35.80 |
| USD$53.55 |
| USD$31.06 |
| USD$198.65 |
| USD$57.63 |
| USD$78.92 |
| USD$8.02 |
| USD$14.00 |
| USD$7.64 |
| USD$53.93 |
| USD$36.54 |
| USD$109.05 |
| USD$28.45 |
| USD$66.30 |
| USD$56.11 |
| USD$397.80 |
| USD$9.51 |
| USD$20.78 |
| USD$39.17 |
| USD$12.11 |
| USD$32.00 |
| USD$36.06 |
| USD$38.45 |
| USD$15.48 |
| USD$13.50 |
| USD$21.14 |
| USD$19.66 |
| USD$49.25 |
| USD$12.14 |
| USD$23.14 |
| USD$22.57 |
| USD$68.60 |
| USD$374.60 |
| USD$223.01 |
| USD$16.52 |
| USD$480.69 |
| USD$18.84 |
| USD$28.82 |
| USD$53.75 |
| USD$8.70 |
| USD$10.46 |
| USD$148.54 |
| USD$12.61 |
| USD$12.29 |
| USD$8.06 |
| USD$10.97 |
| USD$13.13 |
| USD$23.46 |
| USD$45.52 |
| USD$19.32 |
| USD$545.10 |
| USD$395.25 |
| USD$66.64 |
| USD$65.76 |
| USD$87.01 |
| USD$23.21 |
| USD$293.25 |
| USD$62.98 |
| USD$96.43 |
| USD$4,156.50 |
| USD$125.26 |
| USD$157,393.99 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 35000 | 8,050 | 281,750,000 |
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: | 427,350,000 |
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 | 200 | 10,038 | 2,007,529 |
Cuerda de Nylon 100 m x 0,50 mm | 10 | 50,900 | 509,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 100 | 6,100 | 610,000 |
| 2 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 3.28 | 24,504 | 80,374 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 32.98 | 24,504 | 808,155 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 1 | 4,147,000 | 4,147,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 3 | 650,000 | 1,950,000 |
Ensayo SPT | 1 | 247,000 | 247,000 |
Informe Geotécnico y recomendaciones de construcción | 1 | 1,950,000 | 1,950,000 |
Valor Adicional: | 6,154,529 |
| USD$0.00 |
| USD$1.16 |
| USD$401.63 |
| USD$22.19 |
| USD$73.90 |
| USD$26.52 |
| USD$10.00 |
| USD$127.25 |
| USD$66.64 |
| USD$24.20 |
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