| USD$21.68 |
| USD$16.58 |
| USD$47.94 |
| USD$79.82 |
| USD$3,149.25 |
| USD$19.89 |
| USD$113.99 |
| USD$453.14 |
| USD$2,652.00 |
| USD$762.45 |
| USD$369.06 |
| USD$15.78 |
| USD$6.38 |
| USD$377.87 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 34.2 | 43,329 | 1,481,852 |
Salario mínimo mensual vigente, base | 1.139886 | 1,300,000 | 1,481,852 |
Valor Adicional: | 1,481,852 |
| USD$69.62 |
| USD$51.00 |
| USD$65.28 |
| USD$33.15 |
| USD$10.20 |
| USD$17.85 |
| USD$14.93 |
| USD$22.19 |
| USD$11.99 |
| USD$907.80 |
| USD$30.60 |
| USD$483.23 |
| USD$1,286.22 |
| USD$16.83 |
| USD$47.18 |
| USD$250.03 |
| USD$64.69 |
| USD$669.38 |
| USD$4.42 |
| USD$9.95 |
| USD$20.40 |
| USD$15.40 |
| USD$4,386.00 |
| USD$84.92 |
| USD$2.21 |
| USD$0.26 |
| USD$76.50 |
| USD$753.78 |
| USD$14.00 |
| 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$49.73 |
| USD$10.20 |
| USD$675.75 |
| USD$8.29 |
| USD$2.21 |
| USD$24.05 |
| USD$8.80 |
| USD$12.72 |
| USD$19.13 |
| USD$395.25 |
| USD$20.37 |
| USD$397.80 |
| USD$80.86 |
| USD$18.62 |
| USD$10.63 |
| USD$57.12 |
| USD$299.57 |
| USD$16.09 |
| USD$77.21 |
| USD$228.99 |
| USD$16.07 |
| USD$21.22 |
| USD$27.34 |
| USD$60.77 |
| 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$11.48 |
| USD$370.77 |
| USD$2.78 |
| USD$21.68 |
| USD$203.97 |
| USD$4,653.75 |
| USD$5,536.05 |
| USD$20.53 |
| USD$2.09 |
| USD$16.58 |
| USD$66.30 |
| USD$33.63 |
| USD$255.00 |
| USD$24.99 |
| USD$969.00 |
| USD$119.34 |
| USD$10.20 |
| USD$156.83 |
| USD$0.00 |
| USD$1.91 |
| USD$517.34 |
| USD$203.97 |
| USD$26.78 |
| USD$33.34 |
| USD$15.27 |
| USD$8.73 |
| USD$0.00 |
| USD$14.05 |
| USD$14.98 |
| USD$165.75 |
| USD$364.65 |
| USD$10.66 |
| USD$118,575.00 |
| USD$2.05 |
| USD$66.64 |
| USD$43.86 |
| USD$70.35 |
| USD$315,355.34 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 2 | 1,112,456 | 2,224,912 |
Hora de ingeniero | 60 | 37,082 | 2,224,912 |
Puente, diseño estructural x 1 m2 | 244 | 246,975 | 60,261,973 |
Salario diario vigente | 1390.8 | 43,329 | 60,261,973 |
Valor Adicional: | 62,486,885 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 70000 | 8,050 | 563,500,000 |
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: | 854,700,000 |
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 | 400 | 10,038 | 4,015,058 |
Cuerda de Nylon 100 m x 0,50 mm | 20 | 50,900 | 1,018,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 200 | 6,100 | 1,220,000 |
| 4 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 6.56 | 24,504 | 160,749 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 65.96 | 24,504 | 1,616,309 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 2 | 4,147,000 | 8,294,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 6 | 650,000 | 3,900,000 |
Ensayo SPT | 2 | 247,000 | 494,000 |
Informe Geotécnico y recomendaciones de construcción | 2 | 1,950,000 | 3,900,000 |
Valor Adicional: | 12,309,058 |
| USD$85.71 |
| USD$30.60 |
| USD$28,066.07 |
| USD$12.75 |
| USD$0.00 |
| USD$11.59 |
| USD$31,492.50 |
| USD$12.75 |
| USD$16.65 |
| 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$36.47 |
| USD$153,000.00 |
| USD$13,260.00 |
| USD$0.00 |
| USD$39.78 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 30 | 5,200 | 156,000 |
Valor Adicional: | 156,000 |
| USD$8.84 |
| USD$76.25 |
| USD$45.65 |
| 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$540.35 |
| USD$344.00 |
| USD$76.25 |
| USD$2,202.18 |
| 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$88.49 |
| USD$114.50 |
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