| USD$31,492.50 |
| USD$63.25 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 47.7 | 5,200 | 248,040 |
Valor Adicional: | 248,040 |
| USD$12.29 |
| USD$20.02 |
| USD$24.86 |
| USD$19.69 |
| USD$26.85 |
| USD$30.96 |
| USD$33.30 |
| USD$45.90 |
| USD$364.65 |
| USD$23.46 |
| USD$31.65 |
| USD$66.30 |
| USD$82.88 |
| USD$10.71 |
| USD$59.85 |
| USD$24.86 |
| USD$7.08 |
| USD$46.64 |
| USD$89.31 |
| USD$8.52 |
| USD$72.93 |
| USD$145.86 |
| USD$28.00 |
| USD$12.51 |
| USD$8.98 |
| USD$5.32 |
| USD$6.38 |
| 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$86.25 |
| USD$77.21 |
| USD$0.00 |
| USD$43.59 |
| USD$0.00 |
| USD$26.52 |
| USD$18.82 |
| USD$15.22 |
| USD$8.95 |
| USD$8.30 |
| USD$24.23 |
| USD$421.41 |
| USD$25.31 |
| USD$11.99 |
| USD$150.43 |
| USD$0.00 |
| USD$6.77 |
| USD$7.23 |
| USD$46.42 |
| USD$9.80 |
| USD$22.66 |
| USD$23.97 |
| USD$10.07 |
| USD$69.62 |
| USD$12.43 |
| USD$11.51 |
| USD$46.64 |
| USD$7.40 |
| USD$0.00 |
| USD$7.25 |
| USD$24.20 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 18.252 | 5,200 | 94,910 |
Valor Adicional: | 94,910 |
| USD$7.20 |
| USD$120.62 |
| USD$7.51 |
| USD$7.96 |
| USD$59.98 |
| USD$9.74 |
| USD$72.93 |
| USD$13.88 |
| USD$104.55 |
| USD$9.31 |
| USD$31.42 |
| USD$14.78 |
| USD$225.42 |
| USD$10.89 |
| USD$401.60 |
| USD$175.95 |
| USD$4.46 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 3.36 | 5,200 | 17,472 |
Valor Adicional: | 17,472 |
| USD$20.99 |
| USD$328.19 |
| USD$159.89 |
| USD$3.83 |
| USD$14.41 |
| USD$5.89 |
| USD$17.48 |
| USD$248.37 |
| USD$22.70 |
| USD$83.10 |
| USD$10.53 |
| USD$119.57 |
| USD$19.89 |
| USD$6.81 |
| USD$762.45 |
| USD$11.99 |
| USD$56.87 |
| USD$306.00 |
| USD$106.08 |
| USD$617.79 |
| USD$8.93 |
| USD$12.48 |
| USD$11.67 |
| USD$38.25 |
| USD$12.88 |
| USD$12.33 |
| USD$3,189.53 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sikaguard 68 Blanco Brillante | 2 | 699,000 | 1,398,000 |
Sikaplan®-12 NTR | 2 | 2,990,000 | 5,980,000 |
Sikatop - Seal 107 20 kilos | 6 | 184,900 | 1,109,400 |
Geotextil no tejido NT-1800 | 0.2 | 2,422,700 | 484,540 |
Valor Adicional: | 8,971,940 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 940000 | 1 | 940,000 |
Valor Adicional: | 940,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 940000 | 1 | 940,000 |
Valor Adicional: | 940,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 470000 | 1 | 470,000 |
Valor Adicional: | 470,000 |
| USD$1.33 |
| USD$18.62 |
| USD$8.40 |
| USD$19.64 |
| USD$26.52 |
| USD$8.15 |
| USD$7.97 |
| USD$21.42 |
| USD$22.95 |
| USD$1,006.36 |
| USD$15.73 |
| USD$22.85 |
| USD$61.46 |
| USD$66.30 |
| USD$397.80 |
| USD$64.03 |
| USD$7.65 |
| USD$38.12 |
| USD$47.15 |
| USD$178.25 |
| USD$14.06 |
| USD$252.45 |
| USD$25.47 |
| USD$62.98 |
| USD$14.03 |
| USD$4,156.50 |
| 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$1,834.47 |
| USD$46,622.16 |
| 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$2,202.18 |
| USD$171.36 |
| USD$35.66 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ladrillo Rejilla | 68 | 1,550 | 105,400 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.02 | 473,449 | 9,469 |
Arena lavada de río 1 m3 | 0.0256 | 95,019 | 2,432 |
Cemento 1 Kg | 7.64 | 798 | 6,097 |
Agua para la obra 1 litro | 4.8 | 36 | 175 |
Ayudante de construcción x 1 hora | 0.004 | 9,108 | 36 |
Ayudante de construcción x 1 hora | 0.08 | 9,108 | 729 |
Valor Adicional: | 114,869 |
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$223.01 |
| USD$7.65 |
| USD$0.26 |
| USD$5.13 |
| USD$9.31 |
| USD$17.85 |
| USD$74.72 |
| USD$84.28 |
| USD$3.32 |
| 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$420.75 |
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