| USD$66.30 |
| USD$102.65 |
| USD$66.05 |
| USD$212.59 |
| USD$120.23 |
| USD$0.00 |
| USD$1,588.14 |
| USD$44.31 |
| USD$166.77 |
| USD$8.84 |
| USD$41.71 |
| USD$132.09 |
| USD$11.59 |
| USD$106.59 |
| USD$8.84 |
| USD$7.88 |
| USD$5.07 |
| USD$18.40 |
| USD$8.20 |
| USD$32.13 |
| USD$38.02 |
| USD$23.18 |
| USD$174.42 |
| USD$23.03 |
| USD$1,633.99 |
| USD$322.69 |
| USD$207.06 |
| USD$444.63 |
| USD$11.55 |
| USD$7.54 |
| USD$82.88 |
| USD$108.55 |
| USD$11.45 |
| USD$26.52 |
| USD$7.14 |
| USD$23.21 |
| USD$6.81 |
| USD$8.80 |
| USD$1,341.61 |
| USD$28.71 |
| USD$604.74 |
| USD$26.52 |
| USD$816.58 |
| USD$24.86 |
| USD$11,846.43 |
| USD$22.19 |
| USD$13.88 |
| USD$116.28 |
| USD$521.40 |
| USD$10.53 |
| USD$25.05 |
| USD$194.60 |
| USD$147.08 |
| USD$99.76 |
| USD$9.95 |
| USD$12.75 |
| USD$6.38 |
| USD$177.89 |
| USD$373.58 |
| USD$53.04 |
| USD$46.97 |
| USD$688.47 |
| USD$225.42 |
| USD$45.90 |
| USD$14.03 |
| USD$1,117.11 |
| USD$10.20 |
| USD$26.85 |
| USD$231.55 |
| USD$12.75 |
| USD$703.27 |
| USD$20.37 |
| USD$275.89 |
| USD$8.30 |
| USD$47.18 |
| USD$43.59 |
| USD$8.06 |
| USD$12.86 |
| USD$9.04 |
| USD$21.68 |
| USD$20.74 |
| USD$25.05 |
| USD$0.00 |
| USD$387.60 |
| USD$356.97 |
| USD$540.35 |
| USD$9.95 |
| USD$274.79 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Instalación de aparatos sanitarios x unidad | 1 | 103,612 | 103,612 |
Cuadrilla de instalaciones x 1 Hora | 0.27 | 26,955 | 7,278 |
Cuadrilla de instalaciones x 1 Hora | 2.7 | 26,955 | 72,778 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 4.5 | 5,200 | 23,400 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Valor Adicional: | 103,612 |
| USD$21.98 |
| USD$7.71 |
| USD$63.50 |
| USD$3,149.25 |
| USD$14.22 |
| USD$3.32 |
| USD$15.73 |
| USD$9.74 |
| USD$10.86 |
| USD$9.05 |
| USD$1,424.43 |
| USD$12.72 |
| USD$31.42 |
| 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 |
| USD$114.50 |
| USD$5.70 |
| USD$27.26 |
| USD$12.50 |
| USD$432.53 |
| USD$23.45 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 0.02 | 135,750 | 2,715 |
| 0.34 | 0 | 0 |
Vinilo , Viniltex 5 galones | 0.01 | 364,000 | 3,640 |
Angulo 6m x 25 mm x 2.5mm | 0.42 | 22,700 | 9,534 |
Vigueta 1-1/2" x 3/4" x 0.38 mm x 2.44 m | 0.65 | 4,550 | 2,958 |
Valor Adicional: | 18,847 |
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$15.22 |
| USD$59.98 |
| USD$33.15 |
| USD$1.16 |
| USD$38.48 |
| USD$7.25 |
| USD$10.16 |
| USD$86.19 |
| USD$11.60 |
| USD$379.70 |
| 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$230.78 |
| USD$86.25 |
| USD$66.30 |
| USD$6.77 |
| USD$291.18 |
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