| USD$6.74 |
| USD$1.40 |
| USD$19.28 |
| USD$397.80 |
| USD$420.75 |
| USD$7.24 |
| USD$99.45 |
| USD$8.40 |
| USD$102.00 |
| USD$81.57 |
| USD$81.60 |
| USD$5.33 |
| USD$14.58 |
| USD$150.45 |
| USD$112.97 |
| USD$9.95 |
| USD$66.48 |
| USD$2,320.27 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 210 | 43,329 | 9,099,090 |
Salario mínimo mensual vigente, base | 6.9993 | 1,300,000 | 9,099,090 |
Valor Adicional: | 9,099,090 |
| USD$206.99 |
| USD$4.34 |
| USD$134.12 |
| USD$663.00 |
| USD$74.91 |
| USD$11.90 |
| USD$22.95 |
| USD$80.07 |
| USD$6.32 |
| USD$7.57 |
| USD$5.17 |
| USD$155.88 |
| USD$9,123.14 |
| USD$80.33 |
| USD$12.84 |
| USD$13.49 |
| USD$33.58 |
| USD$125.97 |
| USD$12.50 |
| USD$9.09 |
| USD$8.73 |
| USD$10.46 |
| USD$10.71 |
| USD$29,063.63 |
| USD$33.97 |
| USD$10.20 |
| USD$64.86 |
| USD$10.75 |
| USD$9.59 |
| USD$8.61 |
| USD$5.80 |
| USD$25.28 |
| USD$26.52 |
| USD$397.80 |
| USD$191.25 |
| USD$21.46 |
| USD$44.42 |
| USD$2,549.75 |
| USD$8.30 |
| USD$10.43 |
| USD$12.51 |
| USD$23.21 |
| USD$17.44 |
| USD$8.30 |
| USD$9.96 |
| USD$36.15 |
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$23.89 |
| USD$11.54 |
| USD$13.81 |
| USD$5,097.45 |
| USD$15.49 |
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$14.14 |
| USD$34.31 |
| USD$89.25 |
| USD$19.89 |
| USD$40.01 |
| USD$20.88 |
| USD$24.86 |
| USD$35.85 |
| USD$49.73 |
| USD$12.75 |
| USD$49.73 |
| USD$20.88 |
| USD$10.20 |
| USD$23.72 |
| USD$5.33 |
| USD$24,643.79 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 51.58 | 533,055 | 27,494,990 |
Arena lavada de río 1 m3 | 30.32904 | 95,019 | 2,881,835 |
Cemento 1 Kg | 18955.65 | 798 | 15,126,609 |
Triturado de 3/4" x 1 m3 | 45.49356 | 150,500 | 6,846,781 |
Agua para la obra 1 litro | 10290.21 | 36 | 374,564 |
Mezcladora 1 bulto, alquiler x hora | 24.7584 | 7,150 | 177,023 |
Cuadrilla 7 (8 obreros) x jornal | 3.6106 | 578,347 | 2,088,180 |
Acero G-60 x 1 Kg | 2170 | 5,200 | 11,284,000 |
Cuadrilla de albañileria x 1 Hora | 800 | 24,504 | 19,603,511 |
Oficial de construcción x hora | 800 | 15,397 | 12,317,250 |
Ayudante de construcción x 1 hora | 800 | 9,108 | 7,286,261 |
Valor Adicional: | 58,382,502 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 5 | 533,055 | 2,665,276 |
Arena lavada de río 1 m3 | 2.94 | 95,019 | 279,356 |
Cemento 1 Kg | 1837.5 | 798 | 1,466,325 |
Triturado de 3/4" x 1 m3 | 4.41 | 150,500 | 663,705 |
Agua para la obra 1 litro | 997.5 | 36 | 36,309 |
Mezcladora 1 bulto, alquiler x hora | 2.4 | 7,150 | 17,160 |
Cuadrilla 7 (8 obreros) x jornal | 0.35 | 578,347 | 202,421 |
Acero G-60 x 1 Kg | 1300 | 5,200 | 6,760,000 |
Valor Adicional: | 9,425,276 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 200 | 10,038 | 2,007,529 |
Cuerda de Nylon 100 m x 0,50 mm | 10 | 50,900 | 509,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 100 | 6,100 | 610,000 |
| 2 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 3.28 | 24,504 | 80,374 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 32.98 | 24,504 | 808,155 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 1 | 4,147,000 | 4,147,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 3 | 650,000 | 1,950,000 |
Ensayo SPT | 1 | 247,000 | 247,000 |
Informe Geotécnico y recomendaciones de construcción | 1 | 1,950,000 | 1,950,000 |
Valor Adicional: | 6,154,529 |
| USD$33.15 |
| USD$121.54 |
| USD$1,764.92 |
| USD$26.52 |
| USD$204.62 |
| USD$24.86 |
| USD$39.78 |
| USD$33.15 |
| USD$109.40 |
| USD$8.39 |
| USD$14.15 |
| USD$5.38 |
| USD$132.60 |
| USD$26.85 |
| USD$46.41 |
| USD$49.73 |
| USD$86.19 |
| USD$7,293.00 |
| USD$10.01 |
| USD$8.17 |
| USD$19.13 |
| USD$2.55 |
| USD$17.82 |
| USD$9.31 |
| USD$24.23 |
| USD$19.13 |
| USD$23.32 |
| USD$30.50 |
| USD$14.28 |
| USD$5.89 |
| USD$23.97 |
| USD$36.06 |
| USD$8.53 |
| USD$691.89 |
| USD$24.86 |
| USD$9.68 |
| USD$12.75 |
| USD$22.36 |
| USD$13.94 |
| USD$6.99 |
| USD$41.09 |
| USD$38.45 |
| USD$6.50 |
| USD$11.23 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 0.2 | 20,300 | 4,060 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 0.05 | 30,700 | 1,535 |
Codo PVC 90° presión de 1/2" x 10 unidades | 0.1 | 45,000 | 4,500 |
Soldadura para PVC 1/4 de galón | 0.04 | 53,500 | 2,140 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 0.015 | 77,000 | 1,155 |
Valor Adicional: | 13,390 |
| USD$17.48 |
| USD$8.52 |
| USD$9.31 |
| USD$5.13 |
| USD$159.89 |
| USD$149.94 |
| USD$22.95 |
| USD$17.90 |
| USD$69.62 |
| USD$17.65 |
| USD$181.94 |
| USD$33.15 |
| USD$441.15 |
| USD$76.25 |
| USD$0.00 |
| USD$453.14 |
| USD$66.30 |
| USD$178.25 |
| USD$73.70 |
| USD$46.42 |
| USD$86.19 |
| USD$26.52 |
| USD$16.43 |
| USD$1,235.58 |
| USD$328.19 |
| USD$26.90 |
| USD$116.54 |
| USD$76.25 |
| USD$63.50 |
| USD$762.45 |
| 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$38.20 |
| USD$16.43 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 2.67 | 5,200 | 13,884 |
Salario mínimo mensual vigente, base | 0.01068 | 1,300,000 | 13,884 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 14,040 |
| USD$9.26 |
| USD$19.34 |
| USD$14.79 |
| USD$106.55 |
| USD$170.81 |
| USD$10.66 |
| USD$31.93 |
| USD$88.49 |
| USD$376.09 |
| USD$37.57 |
| USD$762.45 |
| USD$26.85 |
| USD$33.15 |
| USD$573.75 |
| USD$118.18 |
| USD$24.99 |
| USD$26.85 |
| USD$22.12 |
| USD$175.95 |
| USD$9.91 |
| USD$4,653.75 |
| USD$34.17 |
| USD$10.84 |
| USD$63.20 |
| USD$24.23 |
| USD$21.68 |
| USD$19.89 |
| USD$76.25 |
| USD$422.03 |
| USD$0.00 |
| USD$0.00 |
| USD$16.57 |
| USD$10.10 |
| USD$20.99 |
| USD$58.62 |
| USD$13.04 |
| USD$20.40 |
| USD$12.75 |
| USD$33.15 |
| 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$22.59 |
| USD$27.51 |
| USD$2.81 |
| USD$22.95 |
| USD$139.47 |
| USD$5.05 |
| USD$535.50 |
| USD$12.75 |
| USD$5.50 |
| USD$72.29 |
| USD$14.92 |
| USD$688.50 |
| USD$395.25 |
| 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$3.54 |
| USD$145.35 |
| USD$136.17 |
| USD$78.54 |
| USD$280.50 |
| USD$28.18 |
| USD$1,127.10 |
| 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$6.09 |
| USD$1.32 |
| USD$1,133.00 |
| USD$3.32 |
| USD$205.28 |
| USD$198.24 |
| USD$728.03 |
| USD$80.86 |
| USD$38.25 |
| USD$11.05 |
| 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$318.75 |
| USD$2.21 |
| USD$638.32 |
| USD$10.16 |
| USD$27.18 |
| USD$41.44 |
| USD$29.11 |
| USD$8.67 |
| USD$7.23 |
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