| USD$112.40 |
| USD$45.34 |
| USD$43.86 |
| USD$9.96 |
| USD$17.47 |
| USD$140.25 |
| USD$89.25 |
| USD$7.19 |
| USD$12.50 |
| USD$23.33 |
| USD$36.15 |
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$7.62 |
| USD$5,370.30 |
| USD$33.15 |
| USD$158.62 |
| USD$33.66 |
| USD$8.30 |
| 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$12.50 |
| USD$0.00 |
| USD$58.83 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Teja shingle x 1m2 | 3 | 76,900 | 230,700 |
Valor Adicional: | 230,700 |
| USD$86.25 |
| USD$37.23 |
| USD$7.14 |
| USD$56.87 |
| USD$103.02 |
| USD$252.45 |
| USD$24.74 |
| USD$7.01 |
| USD$969.00 |
| USD$36.98 |
| USD$19.61 |
| USD$22.67 |
| USD$7.47 |
| USD$7.25 |
| USD$148.92 |
| USD$18.62 |
| USD$98.43 |
| USD$211.65 |
| USD$61.46 |
| USD$19.64 |
| USD$22.85 |
| USD$2.98 |
| USD$5.79 |
| USD$16.65 |
| USD$21.68 |
| USD$2.21 |
| USD$4.42 |
| USD$7.36 |
| USD$47.77 |
| USD$66.05 |
| USD$8.21 |
| 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$2.21 |
| USD$106.59 |
| USD$20.18 |
| USD$6.44 |
| USD$9.15 |
| USD$23.21 |
| USD$10.77 |
| USD$6.32 |
| USD$38.00 |
| USD$8.94 |
| USD$75.22 |
| USD$9.95 |
| USD$397.80 |
| USD$27.77 |
| USD$14.14 |
| USD$102.65 |
| USD$34.62 |
| USD$70.35 |
| USD$160.50 |
| USD$25.53 |
| USD$15.78 |
| USD$49.80 |
| USD$76.50 |
| USD$6.57 |
| USD$20.35 |
| USD$8.29 |
| USD$14.51 |
| USD$10.56 |
| USD$212.59 |
| USD$23.38 |
| USD$6.35 |
| USD$8.10 |
| USD$7.57 |
| USD$7.78 |
| USD$51.64 |
| USD$52.86 |
| USD$27.63 |
| USD$19.25 |
| USD$21.14 |
| USD$14.03 |
| USD$11.14 |
| USD$19.38 |
| USD$6.54 |
| USD$46.14 |
| USD$15.22 |
| USD$8.68 |
| USD$6.38 |
| USD$157,677.67 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 1 | 1,112,456 | 1,112,456 |
Hora de ingeniero | 30 | 37,082 | 1,112,456 |
Puente, diseño estructural x 1 m2 | 122 | 246,975 | 30,130,987 |
Salario diario vigente | 695.4 | 43,329 | 30,130,987 |
Valor Adicional: | 31,243,442 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 35000 | 8,050 | 281,750,000 |
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: | 427,350,000 |
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 | 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$7.96 |
| USD$224.17 |
| USD$29.80 |
| USD$27.87 |
| USD$32.53 |
| USD$18.82 |
| USD$8.47 |
| USD$7.25 |
| USD$117.03 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Bisagras de 3" en niquel | 0.76 | 27,250 | 20,710 |
Cuadrilla de carpintería por hora | 10.31 | 38,130 | 393,115 |
Salario diario vigente | 9.0728 | 43,329 | 393,115 |
Pegante colbón 1 galón | 0.25 | 73,000 | 18,250 |
| 0.15 | 0 | 0 |
Tornillo autoperforante de 8 x 5/8" avellanado madera y aglomerados cobrizado BOLSA 100 unidades | 0.05 | 27,950 | 1,398 |
triplex otobo 4 mm | 0.52 | 49,000 | 25,480 |
Valor Adicional: | 458,953 |
Los productos marcados con *** no estan disponibles en cantidad que quiere.
De todas formas, puede comprar los que hay disponibles y el resto se lo enviamos mas tarde o esperar a que el stock este nuevamente disponible.