| USD$399.33 |
| USD$87.32 |
| USD$364.01 |
| USD$195.41 |
| USD$646.43 |
| USD$31.88 |
| USD$696.65 |
| USD$1,076.89 |
| USD$456.35 |
| USD$420.75 |
| USD$617.79 |
| USD$15.34 |
| USD$337.43 |
| USD$413.10 |
| USD$51.74 |
| USD$470.19 |
| USD$1,213.93 |
| USD$779.60 |
| USD$113.55 |
| USD$26.52 |
| USD$238.43 |
| USD$23.43 |
| USD$625.32 |
| USD$901.18 |
| USD$70.35 |
| USD$26.52 |
| USD$118.32 |
| USD$124.16 |
| USD$198.65 |
| USD$36.47 |
| USD$26.52 |
| USD$453.08 |
| USD$11.16 |
| USD$6.38 |
| USD$9.95 |
| USD$61.00 |
| USD$1.96 |
| USD$18.16 |
| USD$30.57 |
| USD$6,379.06 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sikaguard 68 Blanco Brillante | 4 | 699,000 | 2,796,000 |
Sikaplan®-12 NTR | 4 | 2,990,000 | 11,960,000 |
Sikatop - Seal 107 20 kilos | 12 | 184,900 | 2,218,800 |
Geotextil no tejido NT-1800 | 0.4 | 2,422,700 | 969,080 |
Valor Adicional: | 17,943,880 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla de instalaciones x 1 Hora | 80 | 26,955 | 2,156,386 |
Oficial de construcción x hora | 88 | 15,397 | 1,354,898 |
Ayudante de construcción x 1 hora | 88 | 9,108 | 801,489 |
Valor Adicional: | 2,156,386 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 1880000 | 1 | 1,880,000 |
Valor Adicional: | 1,880,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 1880000 | 1 | 1,880,000 |
Valor Adicional: | 1,880,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 940000 | 1 | 940,000 |
Valor Adicional: | 940,000 |
| USD$1.28 |
| USD$19.89 |
| USD$7.41 |
| USD$46.14 |
| 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$23.21 |
| USD$12.75 |
| USD$20.78 |
| USD$10.24 |
| USD$27.46 |
| USD$1,568.25 |
| USD$56.99 |
| USD$75.22 |
| USD$89.25 |
| USD$118,575.00 |
| USD$247.10 |
| USD$10.46 |
| USD$0.46 |
| USD$0.00 |
| USD$17.60 |
| USD$16.12 |
| USD$17.10 |
| USD$24.23 |
| USD$25.05 |
| USD$25.67 |
| USD$3.32 |
| USD$32.13 |
| USD$23.46 |
| USD$10.10 |
| USD$35.25 |
| USD$19.32 |
| USD$7.91 |
| USD$45.05 |
| USD$116.28 |
| USD$22.57 |
| USD$147.08 |
| USD$127.12 |
| USD$12.09 |
| USD$28.71 |
| USD$13.62 |
| USD$25.05 |
| USD$8.42 |
| USD$27.17 |
| USD$688.47 |
| USD$65.76 |
| USD$12.09 |
| USD$5,370.30 |
| USD$65.28 |
| USD$26.16 |
| USD$47.18 |
| USD$753.78 |
| USD$5,536.05 |
| USD$471.75 |
| USD$2,652.00 |
| USD$12.72 |
| USD$9.80 |
| USD$188.94 |
| USD$364.65 |
| USD$3,149.25 |
| USD$47.94 |
| USD$395.25 |
| USD$79.82 |
| USD$14.00 |
| USD$22.19 |
| USD$12.61 |
| USD$87.59 |
| USD$143.78 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 0.6 | 95,019 | 57,011 |
Arena lavada de río 6 m3 | 0.10002 | 570,000 | 57,011 |
Cemento 1 Kg | 420 | 798 | 335,160 |
Cemento, bulto de 50 Kg | 8.4 | 39,900 | 335,160 |
Triturado de 3/4" x 1 m3 | 0.6 | 150,500 | 90,300 |
Grava 3/4" x 6 m3 | 0.100000002 | 903,000 | 90,300 |
Valor Adicional: | 482,471 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.125 | 578,347 | 72,293 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0333375 | 2,168,530 | 72,293 |
Oficial de construcción x hora | 0.125 | 15,397 | 1,925 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0008875 | 2,168,530 | 1,925 |
Valor Adicional: | 74,218 |
| USD$10.20 |
| USD$23.13 |
| USD$7.96 |
| USD$293.25 |
| USD$102.00 |
| USD$21.39 |
| USD$24.86 |
| USD$10.00 |
| USD$13.92 |
| USD$10.20 |
| USD$11.99 |
| USD$151.73 |
| USD$1,764.92 |
| USD$168.66 |
| USD$401.63 |
| USD$24.20 |
| USD$42.08 |
| USD$118.18 |
| USD$0.00 |
| USD$14.76 |
| USD$20.15 |
| USD$2.09 |
| 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$1.33 |
| 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$8.52 |
| USD$140.25 |
| USD$15.49 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.3675 | 5,200 | 1,911 |
Salario mínimo mensual vigente, base | 0.00147 | 1,300,000 | 1,911 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 2,067 |
| USD$20.02 |
| USD$57.12 |
| USD$20.55 |
| USD$151.73 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 0.6 | 95,019 | 57,011 |
Arena lavada de río 6 m3 | 0.10002 | 570,000 | 57,011 |
Cemento 1 Kg | 500 | 798 | 399,000 |
Cemento, bulto de 50 Kg | 10 | 39,900 | 399,000 |
Triturado de 3/4" x 1 m3 | 0.6 | 150,500 | 90,300 |
Grava 3/4" x 6 m3 | 0.100000002 | 903,000 | 90,300 |
Valor Adicional: | 546,311 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.07 | 578,347 | 40,484 |
Salario mínimo mensual vigente, incluyendo complementos | 0.018669 | 2,168,530 | 40,484 |
Oficial de construcción x hora | 0.07 | 15,397 | 1,078 |
Salario mínimo mensual vigente, incluyendo complementos | 0.000497 | 2,168,530 | 1,078 |
Valor Adicional: | 41,562 |
| USD$24.86 |
| USD$78.53 |
| USD$203.97 |
| USD$7.83 |
| USD$17.82 |
| USD$23.89 |
| USD$8.59 |
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