| USD$11.60 |
| USD$12.75 |
| USD$116.03 |
| USD$10.20 |
| USD$11.60 |
| USD$18.03 |
| USD$3.32 |
| USD$14.03 |
| USD$68.52 |
| USD$137.04 |
| USD$497.76 |
| USD$12.75 |
| USD$40.32 |
| USD$12.75 |
| USD$1,057.49 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 3 | 650,000 | 1,950,000 |
Salario mínimo mensual vigente, base | 1.5 | 1,300,000 | 1,950,000 |
Valor Adicional: | 1,950,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Informe Geotécnico y recomendaciones de construcción | 1 | 1,950,000 | 1,950,000 |
Salario mínimo mensual vigente, base | 1.5 | 1,300,000 | 1,950,000 |
Valor Adicional: | 1,950,000 |
| USD$43.86 |
| USD$75.23 |
| USD$26.14 |
| USD$58.14 |
| USD$100.73 |
| USD$116.12 |
| USD$47.89 |
| USD$10.20 |
| USD$34.62 |
| USD$17.38 |
| USD$46.41 |
| USD$5.79 |
| USD$8.94 |
| USD$15.82 |
| USD$1.16 |
| USD$11.05 |
| USD$10.10 |
| USD$1.91 |
| USD$90.53 |
| USD$10.20 |
| USD$5.23 |
| USD$11.05 |
| USD$57.78 |
| USD$10.20 |
| USD$10.20 |
| USD$25.25 |
| USD$57.78 |
| USD$6.74 |
| USD$10.20 |
| USD$8.21 |
| USD$10.20 |
| 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$24.99 |
| USD$28.10 |
| USD$14.14 |
| USD$376.09 |
| USD$27.77 |
| USD$10.20 |
| USD$6.44 |
| USD$36.54 |
| USD$10.20 |
| USD$14.78 |
| USD$24.86 |
| USD$26.19 |
| USD$12.67 |
| USD$22.95 |
| USD$573.75 |
| USD$471.75 |
| USD$82.88 |
| USD$96.90 |
| USD$19.45 |
| USD$4,806.98 |
| USD$23.18 |
| USD$38.65 |
| USD$211.65 |
| USD$769.97 |
| USD$26.52 |
| USD$24.23 |
| USD$599.40 |
| USD$483.23 |
| USD$23.32 |
| USD$5.94 |
| USD$230.78 |
| USD$26.52 |
| USD$8.53 |
| USD$33.15 |
| USD$9.15 |
| USD$1,162.77 |
| USD$86.19 |
| USD$7.47 |
| USD$26.90 |
| USD$16.43 |
| USD$99.45 |
| USD$0.00 |
| USD$33.15 |
| USD$8.52 |
| USD$7.14 |
| USD$12.75 |
| USD$31.42 |
| USD$24.86 |
| USD$109.40 |
| USD$47.18 |
| USD$14.17 |
| USD$26.85 |
| USD$3,275.19 |
| USD$33.15 |
| USD$395.25 |
| USD$22.19 |
| USD$47.94 |
| USD$12.75 |
| USD$66.30 |
| USD$24.23 |
| USD$1,968.60 |
| USD$33.15 |
| USD$5.89 |
| USD$7.25 |
| USD$7.20 |
| USD$14.79 |
| USD$552.84 |
| USD$60.49 |
| USD$99.45 |
| USD$7.14 |
| USD$46.51 |
| USD$37.54 |
| USD$17.81 |
| USD$7.57 |
| USD$8.40 |
| USD$7.05 |
| USD$3.27 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.2 | 5,200 | 1,040 |
Salario mínimo mensual vigente, base | 0.0008 | 1,300,000 | 1,040 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 1,196 |
| USD$44.33 |
| USD$150.45 |
| USD$59.29 |
| USD$75.10 |
| USD$34.94 |
| USD$165.75 |
| USD$172.81 |
| USD$92.82 |
| USD$13.01 |
| USD$24.25 |
| USD$16.45 |
| USD$104.55 |
| USD$28.42 |
| USD$11.56 |
| USD$51.00 |
| USD$8.15 |
| USD$11.55 |
| USD$84.24 |
| USD$9.05 |
| USD$30.96 |
| USD$36.18 |
| USD$6.35 |
| USD$24,480.00 |
| USD$22.19 |
| USD$14.51 |
| USD$99.45 |
| USD$1,517.25 |
| USD$30.92 |
| USD$364.65 |
| USD$26.04 |
| USD$14.15 |
| USD$11.60 |
| USD$10.01 |
| USD$7.36 |
| USD$30.96 |
| USD$1,834.47 |
| USD$95.50 |
| USD$26.43 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Oficial de construcción x hora | 2 | 15,397 | 30,793 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0142 | 2,168,530 | 30,793 |
Ayudante de construcción x 1 hora | 8 | 9,108 | 72,863 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0336 | 2,168,530 | 72,863 |
Valor Adicional: | 103,656 |
| USD$35.85 |
| USD$8.17 |
| USD$7.19 |
| USD$24.86 |
| USD$16.09 |
| USD$7.54 |
| USD$7.29 |
| USD$9.29 |
| USD$8.80 |
| USD$5,536.05 |
| USD$135.93 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 0.588 | 95,019 | 55,871 |
Arena lavada de río 6 m3 | 0.0980196 | 570,000 | 55,871 |
Cemento 1 Kg | 367.5 | 798 | 293,265 |
Cemento, bulto de 50 Kg | 7.35 | 39,900 | 293,265 |
Triturado de 3/4" x 1 m3 | 0.882 | 150,500 | 132,741 |
Grava 3/4" x 6 m3 | 0.14700000294 | 903,000 | 132,741 |
Agua para la obra 1 litro | 199.5 | 36 | 7,262 |
Salario mínimo mensual vigente, base | 0.005586 | 1,300,000 | 7,262 |
Valor Adicional: | 489,139 |
| USD$24.23 |
| USD$49.73 |
| USD$26.49 |
| USD$743.33 |
| USD$1,017.45 |
| USD$25.32 |
| USD$12.33 |
| USD$165.75 |
| USD$1.93 |
| USD$11.99 |
| USD$20.40 |
| USD$8.95 |
| USD$969.00 |
| USD$5.33 |
| USD$1,286.22 |
| USD$1,275.00 |
| USD$1.16 |
| USD$10.20 |
| USD$6.89 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.4 | 5,200 | 2,080 |
Salario mínimo mensual vigente, base | 0.0016 | 1,300,000 | 2,080 |
Transporte 1 tonelada x 1 kilómetro | 0.4 | 3,900 | 1,560 |
Salario mínimo mensual vigente, base | 0.0012 | 1,300,000 | 1,560 |
Valor Adicional: | 3,640 |
| USD$87.32 |
| USD$0.46 |
| USD$206.99 |
| USD$118,575.00 |
| USD$51.00 |
| USD$10.20 |
| USD$134.12 |
| USD$77.21 |
| USD$66.48 |
| USD$21.68 |
| USD$80.33 |
| USD$26.52 |
| USD$23.21 |
| USD$0.00 |
| USD$343.36 |
| USD$14.79 |
| USD$10.88 |
| USD$225.42 |
| USD$36.54 |
| USD$53.04 |
| USD$724.71 |
| USD$7.55 |
| 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$19.23 |
| USD$609.45 |
| USD$22.82 |
| USD$18.16 |
| USD$30.57 |
| USD$38.00 |
| USD$29.10 |
| USD$43.61 |
| USD$198.90 |
| USD$31.47 |
| USD$58.65 |
| USD$150.45 |
| USD$2.98 |
| USD$19,833.33 |
| USD$76.50 |
| USD$7.41 |
| USD$74.59 |
| USD$8.29 |
| USD$3.65 |
| USD$963.14 |
| USD$228.74 |
| USD$69.62 |
| USD$11.16 |
| USD$21.36 |
| USD$6.95 |
| USD$24,643.79 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 51.58 | 533,055 | 27,494,990 |
Arena lavada de río 1 m3 | 30.32904 | 95,019 | 2,881,835 |
Cemento 1 Kg | 18955.65 | 798 | 15,126,609 |
Triturado de 3/4" x 1 m3 | 45.49356 | 150,500 | 6,846,781 |
Agua para la obra 1 litro | 10290.21 | 36 | 374,564 |
Mezcladora 1 bulto, alquiler x hora | 24.7584 | 7,150 | 177,023 |
Cuadrilla 7 (8 obreros) x jornal | 3.6106 | 578,347 | 2,088,180 |
Acero G-60 x 1 Kg | 2170 | 5,200 | 11,284,000 |
Cuadrilla de albañileria x 1 Hora | 800 | 24,504 | 19,603,511 |
Oficial de construcción x hora | 800 | 15,397 | 12,317,250 |
Ayudante de construcción x 1 hora | 800 | 9,108 | 7,286,261 |
Valor Adicional: | 58,382,502 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 5 | 533,055 | 2,665,276 |
Arena lavada de río 1 m3 | 2.94 | 95,019 | 279,356 |
Cemento 1 Kg | 1837.5 | 798 | 1,466,325 |
Triturado de 3/4" x 1 m3 | 4.41 | 150,500 | 663,705 |
Agua para la obra 1 litro | 997.5 | 36 | 36,309 |
Mezcladora 1 bulto, alquiler x hora | 2.4 | 7,150 | 17,160 |
Cuadrilla 7 (8 obreros) x jornal | 0.35 | 578,347 | 202,421 |
Acero G-60 x 1 Kg | 1300 | 5,200 | 6,760,000 |
Valor Adicional: | 9,425,276 |
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$19.89 |
| USD$20.63 |
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