| USD$192.53 |
| USD$191.25 |
| USD$152.75 |
| USD$247.10 |
| USD$219.30 |
| USD$12.75 |
| USD$44.75 |
| USD$13.06 |
| USD$89.25 |
| USD$140.25 |
| USD$274.13 |
| USD$12.50 |
| USD$38.76 |
| USD$43.86 |
| USD$107.87 |
| USD$56.99 |
| USD$91.24 |
| USD$68.60 |
| USD$369.06 |
| USD$165.75 |
| USD$22.36 |
| USD$17.60 |
| USD$8.67 |
| USD$617.79 |
| USD$0.00 |
| USD$0.00 |
| USD$23.21 |
| 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$150.23 |
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$22.19 |
| USD$198.24 |
| USD$78.54 |
| USD$118,575.00 |
| USD$165.75 |
| USD$271.86 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 1.176 | 95,019 | 111,742 |
Arena lavada de río 6 m3 | 0.1960392 | 570,000 | 111,742 |
Cemento 1 Kg | 735 | 798 | 586,530 |
Cemento, bulto de 50 Kg | 14.7 | 39,900 | 586,530 |
Triturado de 3/4" x 1 m3 | 1.764 | 150,500 | 265,482 |
Grava 3/4" x 6 m3 | 0.29400000588 | 903,000 | 265,482 |
Agua para la obra 1 litro | 399 | 36 | 14,524 |
Salario mínimo mensual vigente, base | 0.011172 | 1,300,000 | 14,524 |
Valor Adicional: | 978,278 |
| USD$26.52 |
| USD$19,890.00 |
| USD$12.75 |
| USD$58.83 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Teja shingle x 1m2 | 3 | 76,900 | 230,700 |
Valor Adicional: | 230,700 |
| USD$7.78 |
| USD$14.03 |
| USD$26.85 |
| USD$63.85 |
| USD$21.64 |
| USD$517.34 |
| USD$956.25 |
| USD$1,950.75 |
| USD$11.99 |
| USD$10.56 |
| USD$779.60 |
| USD$116.12 |
| USD$137.04 |
| USD$132.60 |
| USD$39.17 |
| USD$22.19 |
| USD$21.42 |
| USD$8.30 |
| USD$13.26 |
| USD$41.09 |
| USD$1,006.36 |
| USD$58.14 |
| USD$2.55 |
| USD$7.13 |
| USD$179.01 |
| USD$15.75 |
| USD$7,293.00 |
| USD$9.79 |
| USD$8.03 |
| USD$11.99 |
| USD$13.64 |
| USD$8.61 |
| USD$14.03 |
| USD$5.17 |
| USD$122.12 |
| USD$8.73 |
| USD$100.73 |
| USD$7.83 |
| USD$23.21 |
| USD$57.63 |
| USD$33.15 |
| USD$104.42 |
| USD$32.21 |
| USD$0.00 |
| USD$84.28 |
| USD$23.21 |
| USD$26.52 |
| USD$17.71 |
| USD$34.30 |
| USD$245.67 |
| USD$1,076.89 |
| USD$9.00 |
| USD$1,207.68 |
| USD$1,418.06 |
| USD$19.38 |
| USD$23.46 |
| USD$7.65 |
| USD$9.95 |
| USD$497.76 |
| USD$453.08 |
| USD$1,160.13 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 105 | 43,329 | 4,549,545 |
Salario mínimo mensual vigente, base | 3.49965 | 1,300,000 | 4,549,545 |
Valor Adicional: | 4,549,545 |
| USD$470.19 |
| USD$178.25 |
| USD$53.93 |
| USD$15.27 |
| USD$26.52 |
| USD$43.39 |
| USD$232.05 |
| USD$36.06 |
| USD$14.28 |
| USD$1.33 |
| USD$413.10 |
| USD$47.88 |
| USD$663.00 |
| USD$2.81 |
| USD$33.34 |
| USD$105.37 |
| USD$8.50 |
| USD$0.00 |
| USD$23.21 |
| USD$76.25 |
| USD$420.75 |
| USD$199.16 |
| USD$9.31 |
| USD$126.23 |
| USD$48.60 |
| USD$99.45 |
| USD$18.03 |
| USD$95.91 |
| USD$3.32 |
| USD$92.81 |
| USD$2.56 |
| USD$40.04 |
| USD$16.80 |
| USD$146.88 |
| USD$8.30 |
| USD$420.75 |
| USD$43.10 |
| USD$331.50 |
| USD$151.73 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 0.6 | 95,019 | 57,011 |
Arena lavada de río 6 m3 | 0.10002 | 570,000 | 57,011 |
Cemento 1 Kg | 500 | 798 | 399,000 |
Cemento, bulto de 50 Kg | 10 | 39,900 | 399,000 |
Triturado de 3/4" x 1 m3 | 0.6 | 150,500 | 90,300 |
Grava 3/4" x 6 m3 | 0.100000002 | 903,000 | 90,300 |
Valor Adicional: | 546,311 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.07 | 578,347 | 40,484 |
Salario mínimo mensual vigente, incluyendo complementos | 0.018669 | 2,168,530 | 40,484 |
Oficial de construcción x hora | 0.07 | 15,397 | 1,078 |
Salario mínimo mensual vigente, incluyendo complementos | 0.000497 | 2,168,530 | 1,078 |
Valor Adicional: | 41,562 |
| USD$73.90 |
| USD$39.53 |
| USD$39.78 |
| USD$12.11 |
| USD$36.38 |
| USD$49.25 |
| USD$1.28 |
| USD$26.05 |
| USD$23.21 |
| USD$15.48 |
| USD$4,156.50 |
| USD$53.47 |
| USD$8.95 |
| USD$14.03 |
| USD$25.31 |
| USD$13.13 |
| USD$63.50 |
| USD$11.99 |
| USD$26.52 |
| USD$8.82 |
| USD$82.88 |
| USD$1.72 |
| USD$46.46 |
| USD$125.96 |
| USD$1,341.61 |
| USD$22.58 |
| USD$115.77 |
| USD$6.66 |
| USD$24.80 |
| USD$679.08 |
| USD$53.04 |
| USD$39.53 |
| USD$12.25 |
| USD$824.76 |
| USD$0.00 |
| USD$49.73 |
| USD$318.75 |
| USD$19.89 |
| USD$7.19 |
| USD$373.58 |
| USD$0.26 |
| USD$17.77 |
| USD$1,160.15 |
| USD$708.14 |
| USD$23.21 |
| USD$331.50 |
| USD$20.53 |
| USD$1,764.92 |
| USD$19.28 |
| USD$7.37 |
| USD$356.97 |
| USD$9.05 |
| USD$6.34 |
| USD$14.22 |
| USD$387.60 |
| USD$52.79 |
| USD$9.89 |
| USD$70.85 |
| USD$60.42 |
| USD$207.06 |
| USD$1,959.45 |
| USD$901.18 |
| USD$8.52 |
| USD$8.42 |
| USD$45.57 |
| USD$540.35 |
| USD$62.99 |
| USD$14.06 |
| USD$11.04 |
| USD$318.75 |
| USD$105.98 |
| USD$3.83 |
| USD$13.49 |
| USD$35.66 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ladrillo Rejilla | 68 | 1,550 | 105,400 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.02 | 473,449 | 9,469 |
Arena lavada de río 1 m3 | 0.0256 | 95,019 | 2,432 |
Cemento 1 Kg | 7.64 | 798 | 6,097 |
Agua para la obra 1 litro | 4.8 | 36 | 175 |
Ayudante de construcción x 1 hora | 0.004 | 9,108 | 36 |
Ayudante de construcción x 1 hora | 0.08 | 9,108 | 729 |
Valor Adicional: | 114,869 |
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$10.86 |
| USD$229.25 |
| USD$10,174.50 |
| USD$1,904.60 |
| USD$625.32 |
| USD$48.99 |
| USD$19.89 |
| USD$9.61 |
| USD$12.75 |
| USD$1,045.25 |
| USD$120.62 |
| USD$247.35 |
| USD$28.05 |
| USD$22.95 |
| USD$6.38 |
| USD$2,344.58 |
| USD$52.28 |
| USD$10.22 |
| USD$182.22 |
| USD$14.54 |
| USD$14.88 |
| USD$11,846.43 |
| USD$33.15 |
| USD$70.35 |
| USD$159.89 |
| USD$10.15 |
| 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$33.15 |
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