| USD$86.25 |
| USD$10.20 |
| USD$124.95 |
| USD$907.80 |
| USD$99.45 |
| USD$104.55 |
| USD$1,834.47 |
| USD$1.91 |
| USD$165.75 |
| USD$24.99 |
| USD$14.93 |
| USD$55.85 |
| USD$51.51 |
| USD$24.23 |
| USD$59.81 |
| USD$9.13 |
| USD$403.22 |
| USD$23.21 |
| USD$8.49 |
| USD$10.05 |
| USD$66.30 |
| USD$7.40 |
| USD$96.43 |
| USD$24.23 |
| USD$86.19 |
| USD$24.86 |
| USD$10.00 |
| USD$969.00 |
| USD$280.91 |
| USD$293.25 |
| USD$66.30 |
| USD$23.03 |
| USD$53.55 |
| USD$33.15 |
| USD$105.75 |
| USD$617.79 |
| USD$12.50 |
| USD$248.22 |
| USD$6,379.06 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sikaguard 68 Blanco Brillante | 4 | 699,000 | 2,796,000 |
Sikaplan®-12 NTR | 4 | 2,990,000 | 11,960,000 |
Sikatop - Seal 107 20 kilos | 12 | 184,900 | 2,218,800 |
Geotextil no tejido NT-1800 | 0.4 | 2,422,700 | 969,080 |
Valor Adicional: | 17,943,880 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla de instalaciones x 1 Hora | 80 | 26,955 | 2,156,386 |
Oficial de construcción x hora | 88 | 15,397 | 1,354,898 |
Ayudante de construcción x 1 hora | 88 | 9,108 | 801,489 |
Valor Adicional: | 2,156,386 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 1880000 | 1 | 1,880,000 |
Valor Adicional: | 1,880,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 1880000 | 1 | 1,880,000 |
Valor Adicional: | 1,880,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 940000 | 1 | 940,000 |
Valor Adicional: | 940,000 |
| USD$178.25 |
| USD$40.04 |
| USD$9.31 |
| USD$7.19 |
| USD$7.24 |
| USD$30.75 |
| USD$5.33 |
| USD$47.15 |
| 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$33.15 |
| USD$26.16 |
| USD$5.94 |
| USD$7.29 |
| USD$7.19 |
| USD$24.23 |
| USD$7.83 |
| USD$23.72 |
| USD$36.18 |
| USD$9.68 |
| USD$44.93 |
| USD$21.17 |
| USD$8.73 |
| USD$81.37 |
| USD$13.01 |
| USD$22.98 |
| USD$762.45 |
| USD$1.33 |
| USD$30.94 |
| USD$112.58 |
| USD$10.35 |
| USD$7.57 |
| USD$36.98 |
| USD$7.19 |
| 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$14.78 |
| USD$23.32 |
| USD$35.14 |
| USD$13.54 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Agua para la obra 1 litro | 5 | 36 | 182 |
Salario mínimo mensual vigente, base | 0.00014 | 1,300,000 | 182 |
Cemento Blanco x 1 Kg | 4 | 2,340 | 9,360 |
Cuadrilla de albañileria x 1 Hora | 1.2 | 24,504 | 29,405 |
Oficial de construcción x hora | 1.2 | 15,397 | 18,476 |
Ayudante de construcción x 1 hora | 1.2 | 9,108 | 10,929 |
Granito de marmol blanco bulto de 35 Kg | 0.06 | 69,650 | 4,179 |
marmolina x 5 Kg | 0.4 | 6,900 | 2,760 |
Cuadrilla de albañileria x 1 Hora | 0.12 | 24,504 | 2,941 |
Oficial de construcción x hora | 0.12 | 15,397 | 1,848 |
Ayudante de construcción x 1 hora | 0.12 | 9,108 | 1,093 |
Pulidora de 9" 6500 RPM 2700W | 0.005 | 853,600 | 4,268 |
Valor Adicional: | 53,095 |
| USD$168.66 |
| USD$11.99 |
| 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$5.89 |
| USD$14.92 |
| USD$16.45 |
| 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$11.56 |
| USD$3.37 |
| USD$30.96 |
| USD$3.57 |
| USD$7.14 |
| USD$24.25 |
| USD$12.72 |
| USD$17.81 |
| USD$12.75 |
| USD$53.04 |
| USD$7.96 |
| USD$38.94 |
| USD$18.84 |
| USD$16.65 |
| USD$19.13 |
| USD$23.46 |
| USD$8.02 |
| USD$18.87 |
| USD$19.55 |
| USD$17.82 |
| USD$21.36 |
| USD$2,652.00 |
| USD$37.10 |
| USD$25.67 |
| USD$16.74 |
| USD$12.37 |
| USD$11.09 |
| USD$19.32 |
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