| USD$24,480.00 |
| USD$0.00 |
| USD$1,491.75 |
| USD$7.61 |
| USD$5,194.35 |
| USD$13.92 |
| USD$81.86 |
| USD$10.01 |
| USD$19.24 |
| USD$11.07 |
| USD$24.86 |
| USD$137.04 |
| USD$19.89 |
| USD$5.38 |
| USD$9.51 |
| USD$14.92 |
| USD$199.16 |
| USD$7.29 |
| USD$140,250.00 |
| USD$26.14 |
| USD$3.32 |
| USD$3.57 |
| USD$512,645.63 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 3 | 3,900,000 | 11,700,000 |
Salario mínimo mensual vigente, base | 9 | 1,300,000 | 11,700,000 |
Valor Adicional: | 11,700,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Subbase triturada de 2" x 1 m3 | 2100 | 125,200 | 262,920,000 |
Base granular de 1 1/2" x m3 | 2100 | 126,550 | 265,755,000 |
Asfalto 60/70 por tonelada | 700 | 2,100,000 | 1,470,000,000 |
Valor Adicional: | 1,998,675,000 |
| USD$12.75 |
| USD$35.91 |
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$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$44.84 |
| 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$11.99 |
| USD$26.04 |
| USD$146.88 |
| USD$12.29 |
| USD$11.60 |
| USD$33.15 |
| USD$2.52 |
| USD$43.07 |
| USD$18.37 |
| USD$5.33 |
| USD$79.15 |
| USD$68.52 |
| USD$58.14 |
| USD$116.12 |
| USD$73.24 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Estructura de pavimento flexible, presupuesto de construcción de 1 Km de vía 7 m de ancho | 0.0001428571 | 2,010,375,000 | 287,196 |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 0.0004285713 | 3,900,000 | 1,671 |
Subbase triturada de 2" x 1 m3 | 0.29999991 | 125,200 | 37,560 |
Base granular de 1 1/2" x m3 | 0.29999991 | 126,550 | 37,965 |
Asfalto 60/70 por tonelada | 0.09999997 | 2,100,000 | 210,000 |
Valor Adicional: | 287,196 |
| USD$62.76 |
| USD$7.29 |
| USD$67.83 |
| USD$75.48 |
| USD$56.39 |
| USD$6.99 |
| USD$70.00 |
| USD$9.80 |
| USD$14.79 |
| USD$16.74 |
| USD$7.45 |
| USD$7.40 |
| USD$9.95 |
| USD$50.45 |
| USD$586.50 |
| USD$7.88 |
| USD$12.52 |
| USD$8.72 |
| USD$16.69 |
| USD$19.64 |
| USD$6.15 |
| USD$8.73 |
| USD$24.23 |
| USD$44.93 |
| USD$7.62 |
| USD$1.82 |
| USD$165.75 |
| USD$60.42 |
| USD$8.53 |
| USD$7.51 |
| USD$62.98 |
| USD$16.58 |
| USD$9.10 |
| USD$9.31 |
| USD$12.75 |
| USD$17.44 |
| USD$57.63 |
| USD$8.68 |
| USD$2.52 |
| USD$24.23 |
| USD$2.52 |
| USD$0.00 |
| USD$8.52 |
| USD$90.53 |
| USD$21.42 |
| USD$84.28 |
| USD$7.13 |
| USD$7.34 |
| USD$12.88 |
| USD$22.19 |
| USD$25.25 |
| USD$33.15 |
| USD$25.25 |
| USD$22.95 |
| USD$7.61 |
| USD$33.15 |
| USD$22.19 |
| USD$7.36 |
| USD$5.13 |
| USD$17.45 |
| USD$25.25 |
| USD$11.99 |
| USD$104.42 |
| USD$15.82 |
| USD$1,006.36 |
| USD$8.16 |
| USD$10.63 |
| USD$7.22 |
| USD$16.52 |
| USD$44.05 |
| USD$14.93 |
| USD$8.03 |
| USD$7.65 |
| USD$89.25 |
| 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$5,386.48 |
| USD$8.71 |
| USD$26.52 |
| USD$4.22 |
| USD$16.65 |
| USD$153,000.00 |
| USD$466.14 |
| USD$3,494.39 |
| USD$14.06 |
| USD$8.06 |
| USD$12.75 |
| USD$8.61 |
| USD$100,725.00 |
| USD$8.70 |
| USD$20.53 |
| USD$13.67 |
| USD$6.16 |
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