| USD$3,383.85 |
| USD$606.96 |
| USD$19.89 |
| USD$16.50 |
| USD$24.86 |
| USD$9.23 |
| USD$6.83 |
| USD$6.41 |
| 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$125.21 |
| USD$604.13 |
| USD$21.70 |
| USD$1,670.25 |
| USD$41.44 |
| USD$10.02 |
| USD$7.34 |
| USD$12.88 |
| USD$21.42 |
| USD$7.20 |
| USD$1,950.75 |
| USD$20.67 |
| USD$152.24 |
| USD$66.86 |
| USD$136.17 |
| USD$13.62 |
| USD$66.59 |
| USD$18.40 |
| USD$32.13 |
| USD$7.78 |
| USD$106.08 |
| USD$169.45 |
| USD$42.27 |
| USD$68.07 |
| USD$33.66 |
| USD$52.28 |
| USD$17.10 |
| USD$6.77 |
| USD$25.05 |
| USD$10.02 |
| USD$272.85 |
| USD$94.61 |
| USD$18.87 |
| USD$81.57 |
| USD$37.74 |
| USD$14.54 |
| USD$41.26 |
| USD$28.05 |
| USD$74.46 |
| USD$116.28 |
| USD$82.88 |
| USD$16.10 |
| USD$19.55 |
| USD$38.00 |
| USD$10.10 |
| USD$42.59 |
| USD$53.04 |
| USD$9.78 |
| USD$14.88 |
| USD$19.34 |
| USD$16.12 |
| USD$344.25 |
| USD$12.37 |
| USD$48.99 |
| USD$176.15 |
| USD$37.10 |
| USD$8.16 |
| USD$10.77 |
| USD$17.85 |
| USD$23.13 |
| USD$8.42 |
| USD$38.12 |
| USD$70.35 |
| USD$14.73 |
| USD$147.08 |
| USD$22.95 |
| USD$132.60 |
| USD$50.46 |
| USD$7.65 |
| USD$11.07 |
| USD$35.85 |
| USD$5.33 |
| USD$218.90 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 1 | 533,055 | 533,055 |
Arena lavada de río 1 m3 | 0.588 | 95,019 | 55,871 |
Cemento 1 Kg | 367.5 | 798 | 293,265 |
Triturado de 3/4" x 1 m3 | 0.882 | 150,500 | 132,741 |
Agua para la obra 1 litro | 199.5 | 36 | 7,262 |
Mezcladora 1 bulto, alquiler x hora | 0.48 | 7,150 | 3,432 |
Cuadrilla 7 (8 obreros) x jornal | 0.07 | 578,347 | 40,484 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.01 | 155,000 | 1,550 |
Durmiente ordinario 0,04x0.04x3,00 m. | 1 | 30,000 | 30,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 1 | 36,500 | 36,500 |
Vara clavo 3m | 0.17 | 20,100 | 3,417 |
Valor Adicional: | 604,522 |
| USD$1.93 |
| USD$20.07 |
| USD$11.60 |
| USD$7.29 |
| USD$8.39 |
| USD$43.07 |
| USD$26.04 |
| USD$5.38 |
| USD$26.19 |
| USD$33.15 |
| USD$33.15 |
| 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$23.21 |
| USD$34.61 |
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$24.23 |
| 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$33.15 |
| USD$66.30 |
| USD$11.60 |
| USD$5.33 |
| USD$3.83 |
| USD$7.20 |
| USD$26.85 |
| USD$86.19 |
| USD$33.15 |
| USD$24.86 |
| USD$9.89 |
| USD$3.32 |
| USD$11.59 |
| USD$22.19 |
| 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$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$14.92 |
| USD$23.21 |
| USD$7.47 |
| USD$38.25 |
| USD$2.21 |
| USD$397.80 |
| USD$1,017.45 |
| USD$7.29 |
| USD$22.95 |
| USD$743.33 |
| USD$19.13 |
| USD$12.67 |
| USD$314.93 |
| USD$4.42 |
| USD$420.75 |
| USD$24.21 |
| USD$16.57 |
| USD$22.41 |
| USD$23.38 |
| USD$2.81 |
| USD$4,806.98 |
| USD$211.65 |
| USD$32.79 |
| USD$49.73 |
| USD$7.25 |
| USD$1.72 |
| USD$50.75 |
| USD$397.80 |
| USD$4,806.98 |
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