| USD$63.20 |
| 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$82.88 |
| USD$12.11 |
| USD$10.66 |
| 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$53.04 |
| USD$37.57 |
| USD$1.72 |
| USD$19.89 |
| USD$58.83 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Teja shingle x 1m2 | 3 | 76,900 | 230,700 |
Valor Adicional: | 230,700 |
| USD$20.88 |
| USD$3.32 |
| USD$22.19 |
| USD$2.59 |
| USD$26.52 |
| USD$20.02 |
| USD$142.55 |
| USD$14.92 |
| USD$102.00 |
| 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$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$86.19 |
| USD$5.05 |
| USD$297.90 |
| USD$2,550.00 |
| USD$106.55 |
| USD$24.86 |
| USD$26.52 |
| USD$23.18 |
| USD$4.46 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 3.36 | 5,200 | 17,472 |
Valor Adicional: | 17,472 |
| USD$33.37 |
| USD$21.84 |
| USD$12.75 |
| USD$7.34 |
| USD$82.88 |
| USD$318.75 |
| USD$28.82 |
| USD$395.25 |
| USD$10,174.50 |
| USD$19.98 |
| USD$33.88 |
| USD$31.63 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 23.85 | 5,200 | 124,020 |
Valor Adicional: | 124,020 |
| USD$7.70 |
| USD$6.50 |
| USD$10.16 |
| USD$199.16 |
| USD$49.73 |
| USD$119.11 |
| USD$373.58 |
| USD$82.88 |
| USD$11,846.43 |
| USD$535.50 |
| USD$63.50 |
| USD$6.45 |
| USD$168.66 |
| USD$6.01 |
| USD$19.64 |
| USD$45.52 |
| USD$2.05 |
| USD$79.82 |
| USD$49.73 |
| USD$49.73 |
| USD$535.50 |
| USD$198.90 |
| USD$33.15 |
| USD$331.50 |
| USD$207.06 |
| USD$198.24 |
| USD$119.57 |
| USD$49.73 |
| USD$7,293.00 |
| USD$9.13 |
| USD$78.85 |
| USD$4.34 |
| USD$7.29 |
| USD$5.17 |
| USD$27.18 |
| USD$314.93 |
| USD$23.21 |
| USD$5.10 |
| USD$0.00 |
| USD$21.80 |
| USD$3.57 |
| USD$6.38 |
| USD$1.29 |
| USD$23.21 |
| USD$8.93 |
| USD$382.50 |
| USD$331.50 |
| USD$127.47 |
| USD$22.95 |
| USD$328.19 |
| USD$24.23 |
| USD$12.50 |
| USD$0.00 |
| USD$0.00 |
| USD$11.25 |
| USD$11.44 |
| USD$397.80 |
| USD$691.89 |
| USD$32.90 |
| USD$10.46 |
| USD$7.99 |
| USD$63.83 |
| USD$19.89 |
| USD$0.00 |
| USD$37.45 |
| USD$86.91 |
| USD$5.07 |
| USD$21.79 |
| USD$38.94 |
| USD$81.57 |
| USD$743.33 |
| USD$247.10 |
| USD$0.20 |
| USD$27.87 |
| USD$7.93 |
| USD$10.60 |
| USD$39.88 |
| USD$14.33 |
| USD$23.21 |
| USD$638.32 |
| USD$9.31 |
| USD$5.18 |
| USD$401.60 |
| USD$49,470.00 |
| USD$28.71 |
| USD$0.00 |
| USD$20,374.50 |
| USD$6.38 |
| USD$1.93 |
| USD$116.12 |
| USD$9.91 |
| USD$80.86 |
| 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$58.65 |
| USD$11.16 |
| USD$73.70 |
| USD$7.20 |
| USD$13.81 |
| USD$127.25 |
| USD$20.67 |
| USD$10.88 |
| USD$19.34 |
| USD$35.70 |
| USD$7.55 |
| USD$20.71 |
| USD$65.76 |
| USD$21.70 |
| USD$10.84 |
| USD$2,039.75 |
| USD$70.35 |
| USD$724.71 |
| USD$1,017.45 |
| USD$1,057.49 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 3 | 650,000 | 1,950,000 |
Salario mínimo mensual vigente, base | 1.5 | 1,300,000 | 1,950,000 |
Valor Adicional: | 1,950,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Informe Geotécnico y recomendaciones de construcción | 1 | 1,950,000 | 1,950,000 |
Salario mínimo mensual vigente, base | 1.5 | 1,300,000 | 1,950,000 |
Valor Adicional: | 1,950,000 |
| USD$9.09 |
| USD$466.14 |
| USD$250.21 |
| USD$484.50 |
| USD$76.25 |
| USD$25.05 |
| USD$1.82 |
| USD$8.42 |
| USD$10.26 |
| USD$7.99 |
| USD$6.48 |
| USD$3.83 |
| USD$9.26 |
| USD$165.75 |
| USD$11.51 |
| USD$12.75 |
| USD$23.21 |
| USD$8.16 |
| USD$59.93 |
| USD$1,160.15 |
| USD$7.20 |
| USD$805.80 |
| USD$26.78 |
| USD$38.20 |
| USD$679.08 |
| USD$311.28 |
| USD$8.42 |
| USD$14.57 |
| USD$6.34 |
| USD$36.54 |
| USD$147.08 |
| USD$2.21 |
| USD$7.22 |
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