| USD$166.77 |
| USD$106.59 |
| USD$7.91 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 5.964 | 5,200 | 31,013 |
Valor Adicional: | 31,013 |
| USD$66.05 |
| USD$0.00 |
| USD$1.82 |
| USD$102.65 |
| USD$33.15 |
| USD$24.86 |
| USD$73.90 |
| USD$10.88 |
| USD$9.79 |
| USD$7.54 |
| USD$14.03 |
| USD$14.03 |
| USD$24.62 |
| USD$59.67 |
| USD$22.19 |
| USD$225.65 |
| USD$9.47 |
| USD$21.64 |
| USD$84.15 |
| USD$22.82 |
| USD$23.21 |
| USD$33.63 |
| USD$22.59 |
| USD$26.52 |
| USD$10.56 |
| USD$24.39 |
| USD$13.07 |
| USD$46.41 |
| USD$30.50 |
| USD$8.42 |
| USD$669.38 |
| USD$5.36 |
| USD$344.00 |
| USD$0.00 |
| USD$9.31 |
| USD$12.43 |
| USD$114.50 |
| USD$10.43 |
| USD$314.93 |
| USD$28.28 |
| USD$37.45 |
| USD$6.95 |
| 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$6.74 |
| USD$10.07 |
| USD$24.23 |
| USD$25.31 |
| USD$11.51 |
| USD$26.49 |
| USD$9.05 |
| USD$77.21 |
| USD$66.81 |
| USD$421.41 |
| USD$17.38 |
| USD$31.47 |
| USD$33.15 |
| USD$255.00 |
| USD$20.71 |
| USD$125.96 |
| USD$33.15 |
| USD$5.76 |
| USD$517.34 |
| USD$5.52 |
| USD$6.53 |
| USD$58.65 |
| USD$66.30 |
| USD$5.28 |
| USD$109.40 |
| USD$24.35 |
| USD$7.41 |
| USD$30.57 |
| USD$8.67 |
| USD$119.34 |
| USD$13.20 |
| USD$6.46 |
| USD$6.46 |
| USD$25.86 |
| USD$724.71 |
| USD$66.30 |
| USD$43.61 |
| USD$26.19 |
| USD$24.86 |
| USD$95.56 |
| USD$8.16 |
| USD$18.16 |
| USD$65.28 |
| USD$26.52 |
| USD$13.88 |
| USD$29.38 |
| USD$59.67 |
| USD$9.95 |
| USD$45.57 |
| USD$12.11 |
| USD$274.79 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Instalación de aparatos sanitarios x unidad | 1 | 103,612 | 103,612 |
Cuadrilla de instalaciones x 1 Hora | 0.27 | 26,955 | 7,278 |
Cuadrilla de instalaciones x 1 Hora | 2.7 | 26,955 | 72,778 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 4.5 | 5,200 | 23,400 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Valor Adicional: | 103,612 |
| USD$331.50 |
| USD$116.03 |
| USD$9.13 |
| USD$248.37 |
| USD$6.81 |
| USD$20.37 |
| USD$52.79 |
| USD$175.95 |
| USD$26.52 |
| USD$39.78 |
| USD$26.42 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 4.5 | 5,200 | 23,400 |
Salario mínimo mensual vigente, base | 0.018 | 1,300,000 | 23,400 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 23,556 |
| USD$10.02 |
| USD$17.42 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 0.17 | 78,000 | 13,260 |
Cuadrilla de albañileria x 1 Hora | 2 | 24,504 | 49,009 |
Oficial de construcción x hora | 2 | 15,397 | 30,793 |
Ayudante de construcción x 1 hora | 2 | 9,108 | 18,216 |
Limpiador para PVC 1/4 de galón | 0.0376 | 99,000 | 3,722 |
Soldadura para PVC DE 1/4 de Galón | 0.0313 | 74,150 | 2,321 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Valor Adicional: | 68,312 |
| USD$0.00 |
| USD$16.43 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 2.67 | 5,200 | 13,884 |
Salario mínimo mensual vigente, base | 0.01068 | 1,300,000 | 13,884 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 14,040 |
| USD$12.75 |
| USD$11.23 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 0.2 | 20,300 | 4,060 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 0.05 | 30,700 | 1,535 |
Codo PVC 90° presión de 1/2" x 10 unidades | 0.1 | 45,000 | 4,500 |
Soldadura para PVC 1/4 de galón | 0.04 | 53,500 | 2,140 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 0.015 | 77,000 | 1,155 |
Valor Adicional: | 13,390 |
| USD$28.51 |