| USD$152.58 |
| USD$105.57 |
| USD$991.19 |
| USD$36.26 |
| USD$225.68 |
| USD$6,344.91 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 18 | 650,000 | 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 |
Ensayo SPT | 6 | 247,000 | 1,482,000 |
Salario mínimo mensual vigente, base | 1.14 | 1,300,000 | 1,482,000 |
Valor Adicional: | 1,482,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Informe Geotécnico y recomendaciones de construcción | 6 | 1,950,000 | 11,700,000 |
Salario mínimo mensual vigente, base | 9 | 1,300,000 | 11,700,000 |
Valor Adicional: | 11,700,000 |
| USD$2,261.34 |
| USD$26.05 |
| USD$3,580.20 |
| USD$57.38 |
| USD$73.86 |
| USD$3.97 |
| USD$2,027.25 |
| USD$137.19 |
| USD$1,683.00 |
| USD$69.51 |
| USD$4,532.01 |
| USD$14.69 |
| USD$0.00 |
| USD$1,872.98 |
| USD$38.63 |
| USD$415.22 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sistema, Panel x 1 m2 x 0.04 m | 7.35 | 56,500 | 415,275 |
Malla plana RG2 | 2.8 | 5,350 | 14,980 |
Malla RGU 80 | 3.5 | 6,500 | 22,750 |
Malla angular RG1 | 3.5 | 6,700 | 23,450 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.385 | 473,449 | 182,278 |
Arena lavada de río 1 m3 | 0.4928 | 95,019 | 46,825 |
Cemento 1 Kg | 147.07 | 798 | 117,362 |
Agua para la obra 1 litro | 92.4 | 36 | 3,363 |
Ayudante de construcción x 1 hora | 0.077 | 9,108 | 701 |
Ayudante de construcción x 1 hora | 1.54 | 9,108 | 14,026 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 1.806 | 31,013 | 56,009 |
Acero G-60 x 1 Kg | 10.770984 | 5,200 | 56,009 |
Valor Adicional: | 714,742 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 35 | 5,200 | 182,000 |
Salario mínimo mensual vigente, base | 0.14 | 1,300,000 | 182,000 |
Transporte 1 tonelada x 1 kilómetro | 0.28 | 3,900 | 1,092 |
Salario mínimo mensual vigente, base | 0.00084 | 1,300,000 | 1,092 |
Valor Adicional: | 183,092 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 0.7 | 232,618 | 162,833 |
Sistema, Panel x 1 m2 x 0.04 m | 0.735 | 56,500 | 41,528 |
Malla plana RG2 | 0.28 | 5,350 | 1,498 |
Malla RGU 80 | 0.35 | 6,500 | 2,275 |
Malla angular RG1 | 0.35 | 6,700 | 2,345 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.0385 | 473,449 | 18,228 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.1806 | 31,013 | 5,601 |
Cuadrilla de instalaciones x 1 Hora | 0.10556 | 26,955 | 2,845 |
Cuadrilla de instalaciones x 1 Hora | 1.0556 | 26,955 | 28,454 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 3.5 | 5,200 | 18,200 |
Transporte 1 tonelada x 1 kilómetro | 0.028 | 3,900 | 109 |
Muro panel doble cara x 1 m2 | 0.07 | 232,618 | 16,283 |
Muro panel doble cara x 1 m2 | 0.07 | 232,618 | 16,283 |
Muro panel doble cara x 1 m2 | 0.035 | 232,618 | 8,142 |
Muro panel doble cara x 1 m2 | 0.00448 | 232,618 | 1,042 |
Valor Adicional: | 162,833 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 0.7 | 232,618 | 162,833 |
Sistema, Panel x 1 m2 x 0.04 m | 0.735 | 56,500 | 41,528 |
Malla plana RG2 | 0.28 | 5,350 | 1,498 |
Malla RGU 80 | 0.35 | 6,500 | 2,275 |
Malla angular RG1 | 0.35 | 6,700 | 2,345 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.0385 | 473,449 | 18,228 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.1806 | 31,013 | 5,601 |
Cuadrilla de instalaciones x 1 Hora | 0.10556 | 26,955 | 2,845 |
Cuadrilla de instalaciones x 1 Hora | 1.0556 | 26,955 | 28,454 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 3.5 | 5,200 | 18,200 |
Transporte 1 tonelada x 1 kilómetro | 0.028 | 3,900 | 109 |
Muro panel doble cara x 1 m2 | 0.07 | 232,618 | 16,283 |
Muro panel doble cara x 1 m2 | 0.07 | 232,618 | 16,283 |
Muro panel doble cara x 1 m2 | 0.035 | 232,618 | 8,142 |
Muro panel doble cara x 1 m2 | 0.00448 | 232,618 | 1,042 |
Valor Adicional: | 162,833 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 0.35 | 232,618 | 81,416 |
Sistema, Panel x 1 m2 x 0.04 m | 0.3675 | 56,500 | 20,764 |
Malla plana RG2 | 0.14 | 5,350 | 749 |
Malla RGU 80 | 0.175 | 6,500 | 1,138 |
Malla angular RG1 | 0.175 | 6,700 | 1,173 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.01925 | 473,449 | 9,114 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.0903 | 31,013 | 2,800 |
Cuadrilla de instalaciones x 1 Hora | 0.05278 | 26,955 | 1,423 |
Cuadrilla de instalaciones x 1 Hora | 0.5278 | 26,955 | 14,227 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 1.75 | 5,200 | 9,100 |
Transporte 1 tonelada x 1 kilómetro | 0.014 | 3,900 | 55 |
Muro panel doble cara x 1 m2 | 0.035 | 232,618 | 8,142 |
Muro panel doble cara x 1 m2 | 0.035 | 232,618 | 8,142 |
Muro panel doble cara x 1 m2 | 0.0175 | 232,618 | 4,071 |
Muro panel doble cara x 1 m2 | 0.00224 | 232,618 | 521 |
Valor Adicional: | 81,416 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 0.0448 | 232,618 | 10,421 |
Sistema, Panel x 1 m2 x 0.04 m | 0.04704 | 56,500 | 2,658 |
Malla plana RG2 | 0.01792 | 5,350 | 96 |
Malla RGU 80 | 0.0224 | 6,500 | 146 |
Malla angular RG1 | 0.0224 | 6,700 | 150 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.002464 | 473,449 | 1,167 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.0115584 | 31,013 | 358 |
Cuadrilla de instalaciones x 1 Hora | 0.00675584 | 26,955 | 182 |
Cuadrilla de instalaciones x 1 Hora | 0.0675584 | 26,955 | 1,821 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.224 | 5,200 | 1,165 |
Transporte 1 tonelada x 1 kilómetro | 0.001792 | 3,900 | 7 |
Muro panel doble cara x 1 m2 | 0.00448 | 232,618 | 1,042 |
Muro panel doble cara x 1 m2 | 0.00448 | 232,618 | 1,042 |
Muro panel doble cara x 1 m2 | 0.00224 | 232,618 | 521 |
Muro panel doble cara x 1 m2 | 0.00028672 | 232,618 | 67 |
Valor Adicional: | 10,421 |
| USD$396.47 |
| USD$4,228.93 |
| USD$16.56 |
| USD$4,084.14 |
| USD$23.21 |
| USD$18.69 |
| USD$35.45 |
| USD$14.48 |
| USD$16.80 |
| USD$3.98 |
| USD$28.56 |
| USD$30.55 |
| USD$0.00 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
| USD$25.91 |
| USD$31.67 |
| USD$20.02 |
| USD$15.07 |
| USD$17.47 |
| USD$23.79 |
| USD$29.34 |
| USD$2,012.72 |
| USD$35.19 |
| USD$96.87 |
| USD$14.41 |
| USD$1,377.00 |
| USD$615.83 |
| USD$1,139.09 |
| USD$300.90 |
| USD$64.41 |
| USD$156.92 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 20 | 5,200 | 104,000 |
Salario mínimo mensual vigente, base | 0.08 | 1,300,000 | 104,000 |
Transporte 1 tonelada x 1 kilómetro | 0.16 | 3,900 | 624 |
Salario mínimo mensual vigente, base | 0.00048 | 1,300,000 | 624 |
Valor Adicional: | 104,624 |
| USD$6,795.67 |
| USD$45.90 |
| USD$176.21 |
| USD$43.61 |
| USD$23.91 |
| USD$106.08 |
| USD$30.60 |
| USD$91.80 |
| USD$10.11 |
| USD$179.01 |
| USD$0.00 |
| USD$31.65 |
| USD$41.67 |
| USD$1,264.24 |
| USD$382.25 |
| USD$375.36 |
| USD$333.54 |
| USD$7.55 |
| USD$191.56 |
| USD$79.56 |
| USD$50.49 |
| USD$1,194.48 |
| USD$33.86 |
| USD$18.13 |
| USD$425.19 |
| USD$14.38 |
| USD$503.88 |
| USD$80.58 |
| USD$69.21 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.4 | 5,200 | 2,080 |
Salario mínimo mensual vigente, base | 0.0016 | 1,300,000 | 2,080 |
Transporte 1 tonelada x 1 kilómetro | 0.08 | 3,900 | 312 |
Salario mínimo mensual vigente, base | 0.00024 | 1,300,000 | 312 |
Valor Adicional: | 2,392 |
| USD$100.22 |
| USD$342.72 |
| USD$120.97 |
| USD$99.45 |
| USD$1,448.76 |
| USD$13.01 |
| USD$47.28 |
| USD$41.41 |
| USD$496.64 |
| USD$1,559.20 |
| USD$1,091.00 |
| USD$117.30 |
| USD$100.95 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.4 | 5,200 | 2,080 |
Salario mínimo mensual vigente, base | 0.0016 | 1,300,000 | 2,080 |
Transporte 1 tonelada x 1 kilómetro | 0.08 | 3,900 | 312 |
Salario mínimo mensual vigente, base | 0.00024 | 1,300,000 | 312 |
Valor Adicional: | 2,392 |
| USD$38.25 |
| USD$595.94 |
| USD$57.02 |
| USD$13.59 |
| USD$3,176.28 |
| USD$9,447.75 |
| USD$78.64 |
| USD$84.30 |
| USD$30.50 |
| USD$153.82 |
| USD$18.05 |
| USD$72.52 |
| USD$25.60 |
| USD$38.66 |
| USD$70.32 |
| USD$51.10 |
| USD$53.70 |
| USD$87.21 |
| USD$139.23 |
| USD$1,716.79 |
| USD$142.23 |
| USD$20.16 |
| USD$15.61 |
| USD$378.42 |
| USD$2,703.55 |
| USD$40.70 |
| USD$107.74 |
| USD$164.37 |
| USD$232.31 |
| USD$17.29 |
| USD$59.62 |
| USD$21.61 |
| USD$38.63 |
| USD$58.04 |
| USD$59.06 |
| USD$278.46 |
| USD$66.30 |
| USD$112.00 |
| USD$64.46 |
| USD$4.97 |
| USD$15.86 |
| USD$144.99 |
| USD$418.20 |
| USD$17.88 |
| USD$13.75 |
| USD$1,105.68 |
| USD$2,601.00 |
| USD$23.53 |
| USD$459,000.00 |
| USD$112.03 |
| USD$68.09 |
| USD$66.76 |
| USD$99.45 |
| USD$120.87 |
| USD$0.00 |
| USD$142.49 |
| USD$34.43 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.125 | 473,449 | 59,181 |
Arena lavada de río 1 m3 | 0.16 | 95,019 | 15,203 |
Cemento 1 Kg | 47.75 | 798 | 38,105 |
Agua para la obra 1 litro | 30 | 36 | 1,092 |
Ayudante de construcción x 1 hora | 0.025 | 9,108 | 228 |
Ayudante de construcción x 1 hora | 0.5 | 9,108 | 4,554 |
Andamio Tubular estandar con tijeras alquiler por día | 0.006 | 37,300 | 224 |
Valor Adicional: | 59,405 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 2 | 5,200 | 10,400 |
Salario mínimo mensual vigente, base | 0.008 | 1,300,000 | 10,400 |
Transporte 1 tonelada x 1 kilómetro | 2 | 3,900 | 7,800 |
Salario mínimo mensual vigente, base | 0.006 | 1,300,000 | 7,800 |
Valor Adicional: | 18,200 |
| USD$75.07 |
| USD$74.43 |
| USD$43.35 |
| USD$212.56 |
| USD$306.00 |
| USD$341.96 |
| USD$78.49 |
| USD$46.46 |
| USD$133.37 |
| USD$16.94 |
| USD$39.17 |
| USD$66.06 |
| USD$39.78 |
| USD$67.78 |
| USD$97.56 |
| USD$13.96 |
| USD$78.14 |
| USD$357.15 |
| USD$127.19 |
| USD$6.27 |
| USD$45.16 |
| USD$150.25 |
| USD$15.25 |
| USD$42.00 |
| USD$101.29 |
| USD$906.27 |
| USD$844.05 |
| USD$37.60 |
| USD$51.05 |
| USD$33.15 |
| USD$51.29 |
| USD$22.13 |
| USD$50,426.25 |
| USD$0.00 |
| USD$150.86 |
| USD$9.74 |
| USD$42.19 |
| USD$589.91 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 1.0668 | 2,168,530 | 2,313,388 |
Salario mínimo mensual vigente, base | 1.0668 | 1,300,000 | 1,386,840 |
Salario mínimo mensual vigente, base | 0.13292328 | 1,300,000 | 172,800 |
Salario mínimo mensual vigente, base | 0.128016 | 1,300,000 | 166,421 |
Salario mínimo mensual vigente, base | 0.090678 | 1,300,000 | 117,881 |
Salario mínimo mensual vigente, base | 0.096012 | 1,300,000 | 124,816 |
Salario mínimo mensual vigente, base | 0.08886444 | 1,300,000 | 115,524 |
Salario mínimo mensual vigente, base | 0.010668 | 1,300,000 | 13,868 |
Salario mínimo mensual vigente, base | 0.00554736 | 1,300,000 | 7,212 |
Salario mínimo mensual vigente, base | 0.08886444 | 1,300,000 | 115,524 |
Salario mínimo mensual vigente, base | 0.04448556 | 1,300,000 | 57,831 |
Salario mínimo mensual vigente, base | 0.02667 | 1,300,000 | 34,671 |
Valor Adicional: | 2,313,388 |
| USD$5.80 |
| USD$89.51 |
| USD$81.40 |
| USD$54.32 |
| USD$51.00 |
| USD$271.32 |
| USD$22.64 |
| USD$1,185.41 |
| USD$242.45 |
| USD$30.60 |
| USD$1,300,500.00 |
| USD$50.29 |
| USD$46.44 |
| USD$8.53 |
| USD$916.98 |
| USD$305.90 |
| USD$7,650.00 |
| USD$75.16 |
| USD$1,558.00 |
| USD$364.14 |
| USD$134.53 |
| USD$69.51 |
| USD$37.18 |
| USD$146.17 |
| USD$25.81 |
| USD$12,469.50 |
| USD$61.10 |
| USD$30.60 |
| USD$25.17 |
| USD$19,890.00 |
| USD$2,050,582.50 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 12 | 3,900,000 | 46,800,000 |
Salario mínimo mensual vigente, base | 36 | 1,300,000 | 46,800,000 |
Valor Adicional: | 46,800,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Subbase triturada de 2" x 1 m3 | 8400 | 125,200 | 1,051,680,000 |
Base granular de 1 1/2" x m3 | 8400 | 126,550 | 1,063,020,000 |
Asfalto 60/70 por tonelada | 2800 | 2,100,000 | 5,880,000,000 |
Valor Adicional: | 7,994,700,000 |
| USD$140.25 |
| USD$100.73 |
| USD$25.51 |
| USD$22.99 |
| USD$12.75 |
| USD$10.20 |
| USD$47.24 |
| USD$22.92 |
| USD$2,363.34 |
| USD$33.62 |
| USD$4,590.00 |
| USD$25.25 |
| USD$535.42 |
| USD$420.75 |
| USD$23.59 |
| USD$229.50 |
| USD$129.72 |
| USD$39.68 |
| USD$97.00 |
| USD$15.99 |
| USD$38.20 |
| USD$25.50 |
| USD$66.86 |
| USD$526.83 |
| USD$663.00 |
| USD$74.59 |
| USD$84,198.20 |
| USD$100.75 |
| USD$53.04 |
| USD$31.79 |
| USD$22.98 |
| USD$46.77 |
| USD$12.84 |
| USD$1,365.58 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 5.4 | 95,019 | 513,103 |
Arena lavada de río 6 m3 | 0.90018 | 570,000 | 513,103 |
Cemento 1 Kg | 4500 | 798 | 3,591,000 |
Cemento, bulto de 50 Kg | 90 | 39,900 | 3,591,000 |
Triturado de 3/4" x 1 m3 | 5.4 | 150,500 | 812,700 |
Grava 3/4" x 6 m3 | 0.900000018 | 903,000 | 812,700 |
Valor Adicional: | 4,916,803 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.63 | 578,347 | 364,359 |
Salario mínimo mensual vigente, incluyendo complementos | 0.168021 | 2,168,530 | 364,359 |
Oficial de construcción x hora | 0.63 | 15,397 | 9,700 |
Salario mínimo mensual vigente, incluyendo complementos | 0.004473 | 2,168,530 | 9,700 |
Valor Adicional: | 374,058 |
| USD$10.75 |
| USD$15.86 |
| USD$1,345.89 |
| USD$17.21 |
| USD$3,063.06 |
| USD$588.03 |
| USD$168.30 |
| USD$9.69 |
| USD$18.73 |
| USD$10.26 |
| USD$37.31 |
| USD$25.50 |
| USD$3.19 |
| USD$1,032.75 |
| USD$68.01 |
| USD$6.96 |
| USD$49.98 |
| USD$209.87 |
| USD$11.81 |
| USD$118.58 |
| USD$43.50 |
| USD$0.00 |
| USD$27.51 |
| USD$7.01 |
| USD$18.95 |
| USD$53.70 |
| USD$34.17 |
| USD$16.07 |
| USD$8.73 |
| USD$567.76 |
| USD$58.91 |
| USD$18.62 |
| USD$68.01 |
| USD$43.67 |
| USD$25.28 |
| USD$27.51 |
| USD$42.36 |
| USD$47.47 |
| USD$41.72 |
| USD$25.53 |
| USD$163.20 |
| USD$55.69 |
| USD$119.11 |
| USD$15.22 |
| USD$15.99 |
| USD$18.30 |
| USD$10.63 |
| USD$8.29 |
| USD$9.59 |
| USD$2,439.08 |
| USD$31.06 |
| USD$11.56 |
| USD$19.51 |
| USD$259.46 |
| USD$54.37 |
| USD$70.18 |
| USD$8.61 |
| USD$425.19 |
| USD$19.64 |
| USD$27.51 |
| USD$95.91 |
| USD$24,480.00 |
| USD$992.87 |
| USD$29,835.00 |
| USD$36,392.58 |
| USD$460.02 |
| USD$6.38 |
| USD$1,416.27 |
| USD$225.27 |
| USD$32.24 |
| USD$41.62 |
| USD$171.41 |
| USD$187.96 |
| USD$9.26 |
| USD$80.55 |
| USD$3,622.26 |
| USD$44.75 |
| USD$98.20 |
| USD$12.75 |
| USD$308.86 |
| USD$6.50 |
| USD$30.14 |
| USD$66.81 |
| USD$18.26 |
| USD$121.13 |
| USD$11.00 |
| USD$79.48 |
| USD$19.02 |
| USD$27.62 |
| USD$50.03 |
| USD$29.15 |
| USD$10.71 |
| USD$40.51 |
| USD$8.19 |
| USD$35.96 |
| USD$228.74 |
| USD$34.21 |
| USD$47.88 |
| USD$157.34 |
| USD$48.20 |
| USD$17.54 |
| USD$629.79 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 57 | 43,329 | 2,469,753 |
Salario mínimo mensual vigente, base | 1.89981 | 1,300,000 | 2,469,753 |
Valor Adicional: | 2,469,753 |
| USD$44.93 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Canaleta 60 mm x 40 mm y 2 m de longitud | 1.5 | 42,500 | 63,750 |
Anclaje, chazo plástico 1/4" x 1 1/4" con tornillo, 1000 unidades | 0.0009 | 145,950 | 131 |
Cuadrilla de cableado estructurado x 1 hora | 1.62 | 43,329 | 70,193 |
Salario diario vigente | 1.62 | 43,329 | 70,193 |
Cuadrilla de cableado estructurado x 1 hora | 0.162 | 43,329 | 7,019 |
Salario diario vigente | 0.162 | 43,329 | 7,019 |
Cuadrilla de cableado estructurado x 1 hora | 0.81 | 43,329 | 35,096 |
Salario diario vigente | 0.81 | 43,329 | 35,096 |
Valor Adicional: | 176,190 |
| USD$158.51 |
| USD$23.21 |
| USD$19.57 |
| USD$0.00 |
| USD$0.99 |
| USD$33.97 |
| USD$0.00 |
| USD$23.72 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 17.892 | 5,200 | 93,038 |
Valor Adicional: | 93,038 |
| USD$496.84 |
| USD$19.23 |
| USD$42.53 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.03 | 473,449 | 14,203 |
Arena lavada de río 1 m3 | 0.0384 | 95,019 | 3,649 |
Cemento 1 Kg | 11.46 | 798 | 9,145 |
Agua para la obra 1 litro | 7.2 | 36 | 262 |
Ayudante de construcción x 1 hora | 0.006 | 9,108 | 55 |
Ayudante de construcción x 1 hora | 0.12 | 9,108 | 1,093 |
Bloque número 5 | 39.81 | 1,950 | 77,630 |
Valor Adicional: | 91,833 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 1.1025 | 5,200 | 5,733 |
Salario mínimo mensual vigente, base | 0.00441 | 1,300,000 | 5,733 |
Transporte 1 tonelada x 1 kilómetro | 0.12 | 3,900 | 468 |
Salario mínimo mensual vigente, base | 0.00036 | 1,300,000 | 468 |
Valor Adicional: | 6,201 |
| USD$25.50 |
| USD$127.98 |
| USD$74.59 |
| USD$691.89 |
| USD$140,250.00 |
| USD$27.51 |
| USD$16.45 |
| USD$177.23 |
| USD$0.00 |
| USD$7.27 |
| USD$42.00 |
| USD$93.18 |
| USD$50.97 |
| USD$23.94 |
| USD$198.90 |
| USD$17.60 |
| USD$20.40 |
| USD$20.04 |
| USD$6.77 |
| USD$83.70 |
| USD$23.97 |
| USD$395.76 |
| USD$10.66 |
| USD$3,230.67 |
| USD$36.18 |
| USD$15.22 |
| USD$56.36 |
| USD$54.93 |
| USD$620.96 |
| USD$155.88 |
| USD$16.58 |
| USD$149.86 |
| USD$182.07 |
| USD$326.61 |
| USD$142.64 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ladrillo Rejilla | 272 | 1,550 | 421,600 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.08 | 473,449 | 37,876 |
Arena lavada de río 1 m3 | 0.1024 | 95,019 | 9,730 |
Cemento 1 Kg | 30.56 | 798 | 24,387 |
Agua para la obra 1 litro | 19.2 | 36 | 699 |
Ayudante de construcción x 1 hora | 0.016 | 9,108 | 146 |
Ayudante de construcción x 1 hora | 0.32 | 9,108 | 2,915 |
Valor Adicional: | 459,476 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 1.47 | 5,200 | 7,644 |
Salario mínimo mensual vigente, base | 0.00588 | 1,300,000 | 7,644 |
Transporte 1 tonelada x 1 kilómetro | 0.16 | 3,900 | 624 |
Salario mínimo mensual vigente, base | 0.00048 | 1,300,000 | 624 |
Valor Adicional: | 8,268 |
| USD$97.41 |
| USD$10,388.70 |
| USD$20.30 |
| USD$49,310,029.72 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Terreno, predio, lote precio por 1m2 | 38400 | 1,000,000 | 38,400,000,000 |
Valor Adicional: | 38,400,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Levantamiento topográfico hasta 1,000 m2 | 30 | 2,600,000 | 78,000,000 |
Salario mínimo mensual vigente, base | 60 | 1,300,000 | 78,000,000 |
Replanteo Arquitectónico X 1 m2 | 146970 | 10,038 | 1,475,232,789 |
Cuerda de Nylon 100 m x 0,50 mm | 7348.5 | 50,900 | 374,038,650 |
Estaca de Madera Ø=0.05 L=0.60 m | 73485 | 6,100 | 448,258,500 |
| 1469.7 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 2410.308 | 24,504 | 59,063,125 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 24235.353 | 24,504 | 593,872,517 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de edificios x 1 m2 | 146970 | 14,000 | 2,057,580,000 |
Estudio de suelos y geotecnia desde | 60 | 4,147,000 | 248,820,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 180 | 650,000 | 117,000,000 |
Ensayo SPT | 60 | 247,000 | 14,820,000 |
Informe Geotécnico y recomendaciones de construcción | 60 | 1,950,000 | 117,000,000 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 146970 | 24,700 | 3,630,159,000 |
Salario mínimo mensual vigente, base | 2792.43 | 1,300,000 | 3,630,159,000 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 146970 | 6,760 | 993,517,200 |
Diseño hidráulico de edificio x 1 m2 | 146970 | 3,380 | 496,758,600 |
Diseño sanitario de edificio x 1 m2, servicio | 146970 | 3,380 | 496,758,600 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 146970 | 16,000 | 2,351,520,000 |
Valor Adicional: | 10,834,828,989 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación mecánica en conglomerado x 1 m3 | 126864 | 4,551 | 577,389,780 |
Cuadrilla de albañileria x 1 Hora | 0 | 24,504 | 0 |
Cuadrilla de albañileria x 1 Hora | 0 | 24,504 | 0 |
retroexcavadora de orugas x hora | 3171.6 | 182,050 | 577,389,780 |
Piloteadora, alquiler por Hora | 480 | 390,000 | 187,200,000 |
Salario mínimo mensual vigente, base | 144 | 1,300,000 | 187,200,000 |
Valor Adicional: | 764,589,780 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 7387818 | 5,200 | 38,416,653,600 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 38346 | 533,055 | 20,440,537,046 |
Arena lavada de río 1 m3 | 22547.448 | 95,019 | 2,142,435,962 |
Cemento 1 Kg | 14092155 | 798 | 11,245,539,690 |
Triturado de 3/4" x 1 m3 | 33821.172 | 150,500 | 5,090,086,487 |
Agua para la obra 1 litro | 7650027 | 36 | 278,460,983 |
Mezcladora 1 bulto, alquiler x hora | 18406.08 | 7,150 | 131,603,472 |
Cuadrilla 7 (8 obreros) x jornal | 2684.22 | 578,347 | 1,552,410,453 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 6000 | 854,441 | 5,126,644,274 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 6000 | 533,055 | 3,198,331,567 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 60 | 155,000 | 9,300,000 |
Durmiente ordinario 0,04x0.04x3,00 m. | 6000 | 30,000 | 180,000,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 6000 | 32,500 | 195,000,000 |
Vara clavo 3m | 1020 | 20,100 | 20,502,000 |
Cuadrilla de albañileria x 1 Hora | 54000 | 24,504 | 1,323,237,006 |
Cuadrilla de albañileria x 1 Hora | 5400 | 24,504 | 132,323,701 |
Vibrador eléctrico de aguja para concreto x hora | 9000 | 7,550 | 67,950,000 |
Valor Adicional: | 63,983,834,920 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 2160 | 484,450 | 1,046,412,000 |
Punto agua fria PVC 1/2" | 12960 | 44,047 | 570,842,691 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 2592 | 20,300 | 52,617,600 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 648 | 30,700 | 19,893,600 |
Codo PVC 90° presión de 1/2" x 10 unidades | 1296 | 45,000 | 58,320,000 |
Soldadura para PVC 1/4 de galón | 518.4 | 53,500 | 27,734,400 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 194.4 | 77,000 | 14,968,800 |
Instalación carpintería metálica x 1 m2 | 17275.68 | 20,907 | 361,189,355 |
Instalación carpintería metálica x 1 m2 | 1727.568 | 20,907 | 36,118,936 |
Tubo 1" x 6 m RDE 13.5 | 10800 | 63,000 | 680,400,000 |
Valor Adicional: | 2,297,654,691 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 2160 | 1,077,612 | 2,327,641,572 |
Sanitario One Piece Galio Blanco | 2160 | 974,000 | 2,103,840,000 |
Instalación de aparatos sanitarios x unidad | 2160 | 103,612 | 223,801,572 |
Punto desagüe sanitario pvc 4" | 10800 | 68,312 | 737,770,388 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 1836 | 78,000 | 143,208,000 |
Cuadrilla de albañileria x 1 Hora | 21600 | 24,504 | 529,294,802 |
Limpiador para PVC 1/4 de galón | 406.08 | 99,000 | 40,201,920 |
Soldadura para PVC DE 1/4 de Galón | 338.04 | 74,150 | 25,065,666 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 2880 | 207,000 | 596,160,000 |
Tubería PVC sanitaria 4" | 7200 | 156,100 | 1,123,920,000 |
Valor Adicional: | 4,785,491,960 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 720 | 23,113 | 16,641,196 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 144 | 94,000 | 13,536,000 |
Cuadrilla de albañileria x 1 Hora | 115.2 | 24,504 | 2,822,906 |
Cuadrilla de albañileria x 1 Hora | 11.52 | 24,504 | 282,291 |
Interruptor sencillo cuatro vías. Suministro e instalación | 23760 | 23,313 | 553,911,475 |
Interruptor sencillo cuatro vías x 5 unidades | 4752 | 95,000 | 451,440,000 |
Cuadrilla de albañileria x 1 Hora | 3801.6 | 24,504 | 93,155,885 |
Cuadrilla de albañileria x 1 Hora | 380.16 | 24,504 | 9,315,589 |
Panel de 80W para sistema de energía solar | 2880 | 920,900 | 2,652,192,000 |
Inversor de voltaje 300W | 720 | 297,050 | 213,876,000 |
Caja de control sistema de energía solar | 720 | 1,018,750 | 733,500,000 |
Batería estacionaria 90 Amperios para sistema energía solar | 2880 | 731,600 | 2,107,008,000 |
Tablero trifásico con puerta de 24 circuitos | 720 | 321,000 | 231,120,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 2880 | 395,000 | 1,137,600,000 |
Valor Adicional: | 7,645,848,671 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro drywall doble cara x 1 m2 | 93240 | 153,842 | 14,344,190,598 |
Lámina Drywall Superboard 8mm x 2440mm x 1220mm | 69435.828 | 83,900 | 5,825,665,969 |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 466.2 | 135,750 | 63,286,650 |
Tornillos autoroscantes de 6 X 1" para dry wall punta broca | 25174.8 | 32,100 | 808,111,080 |
Perfil canal estructural para lámina fibrocemento en sistemas livianos (89 mm) 2.44 m | 76456.8 | 25,500 | 1,949,648,400 |
Cuadrilla de carpintería por hora | 7766.892 | 38,130 | 296,147,864 |
Cuadrilla de carpintería por hora | 77696.892 | 38,130 | 2,962,545,197 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 466200 | 5,200 | 2,424,240,000 |
Transporte 1 tonelada x 1 kilómetro | 3729.6 | 3,900 | 14,545,440 |
Valor Adicional: | 14,344,190,598 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ascensor 8 personas | 36 | 99,900,000 | 3,596,400,000 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 181500 | 12,828 | 2,328,318,300 |
Intervinil 5 galones, vinilo tipo 2 | 1815 | 230,000 | 417,450,000 |
Cuadrilla de pintura x 1 hora | 3993 | 38,563 | 153,981,300 |
Cuadrilla de pintura x 1 hora | 39930 | 38,563 | 1,539,813,003 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 36300 | 5,200 | 188,760,000 |
Transporte 1 tonelada x 1 kilómetro | 7260 | 3,900 | 28,314,000 |
Geomembrana Instalación x 1 m2 | 122400 | 13,477 | 1,649,635,474 |
Cuadrilla de albañileria x 1 Hora | 6120 | 24,504 | 149,966,861 |
Cuadrilla de albañileria x 1 Hora | 61200 | 24,504 | 1,499,668,607 |
Cepillera Attica | 1800 | 28,850 | 51,930,000 |
Espejo de 2mm de espesor *1 m2 | 3600 | 93,700 | 337,320,000 |
Argolla toalla attica | 1800 | 36,250 | 65,250,000 |
Valor Adicional: | 8,028,853,774 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 2400 | 140,813 | 337,952,194 |
Cascarilla de arroz x bulto 45 Kg | 600 | 155,000 | 93,000,000 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 180 | 91,000 | 16,380,000 |
Plántula aguacate | 2400 | 33,250 | 79,800,000 |
Tierra negra abonada x 1 m3 | 480 | 235,000 | 112,800,000 |
Pala redonda No. 4 mango plástico | 12 | 63,000 | 756,000 |
Cuadrilla de instalaciones x 1 Hora | 1200 | 26,955 | 32,345,793 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 480 | 5,200 | 2,496,000 |
Transporte 1 tonelada x 1 kilómetro | 96 | 3,900 | 374,400 |
Valor Adicional: | 337,952,194 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 16164000000 | 1 | 16,164,000,000 |
Valor Adicional: | 16,164,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 16164000000 | 1 | 16,164,000,000 |
Valor Adicional: | 16,164,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 8085420000 | 1 | 8,085,420,000 |
Valor Adicional: | 8,085,420,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 1536000000 | 1 | 1,536,000,000 |
Valor Adicional: | 1,536,000,000 |
| USD$38.71 |
| USD$25.86 |
| USD$35.14 |
| USD$20.91 |
| USD$38.85 |
| USD$101.97 |
| USD$37.74 |
| USD$22.87 |
| USD$36.15 |
| USD$2.23 |
| USD$56.10 |
| USD$66.56 |
| USD$24.10 |
| USD$31.82 |
| USD$533.72 |
| USD$30.60 |
| USD$18.28 |
| USD$78.18 |
| USD$7.85 |
| USD$58.83 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Teja shingle x 1m2 | 3 | 76,900 | 230,700 |
Valor Adicional: | 230,700 |
| USD$64.26 |
| USD$35.55 |
| USD$47.24 |
| USD$25.50 |
| USD$14.03 |
| USD$597.47 |
| USD$224.40 |
| USD$18.02 |
| USD$30.57 |
| USD$11.48 |
| USD$32.39 |
| USD$1,653.41 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Casa nueva de 1 planta y 209 m2 presupuesto de construcción | 0.02379 | 272,549,286 | 6,483,948 |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 4.97211 | 3,900 | 19,391 |
Levantamiento topográfico hasta 1,000 m2 | 0.02379 | 2,600,000 | 61,854 |
Replanteo Arquitectónico X 1 m2 | 4.97211 | 10,038 | 49,908 |
Diseño arquitectónico de casa personalizada x 1 m2 | 4.97211 | 28,597 | 142,188 |
Estudio de suelos y geotecnia desde | 0.02379 | 4,147,000 | 98,657 |
Diseño estructural y memorias de cálculo para una casa | 0.02379 | 2,903,043 | 69,063 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 4.97211 | 6,760 | 33,611 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 4.97211 | 16,000 | 79,554 |
Excavación manual en conglomerado x 1 m3 | 0.2379 | 58,492 | 13,915 |
Kit Mueble para baño + lavamanos | 0.07137 | 484,450 | 34,575 |
Punto agua fria PVC 1/2" | 0.42822 | 44,047 | 18,862 |
Tubo 1" x 6 m RDE 13.5 | 0.35685 | 63,000 | 22,482 |
Sanitario suministro e instalación | 0.07137 | 1,077,612 | 76,909 |
Punto desagüe sanitario pvc 4" | 0.35685 | 68,312 | 24,377 |
Caja de inspección y distribución | 0.09516 | 207,000 | 19,698 |
Tubería PVC sanitaria 4" | 0.2379 | 156,100 | 37,136 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 0.02379 | 23,113 | 550 |
Interruptor sencillo cuatro vías. Suministro e instalación | 0.78507 | 23,313 | 18,302 |
Panel de 80W para sistema de energía solar | 0.09516 | 920,900 | 87,633 |
Inversor de voltaje 300W | 0.02379 | 297,050 | 7,067 |
Caja de control sistema de energía solar | 0.02379 | 1,018,750 | 24,236 |
Batería estacionaria 90 Amperios para sistema energía solar | 0.09516 | 731,600 | 69,619 |
Tablero trifásico con puerta de 24 circuitos | 0.02379 | 321,000 | 7,637 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 0.09516 | 395,000 | 37,588 |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 0.14274 | 492,210 | 70,258 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 0.19032 | 811,703 | 154,483 |
Acero G-60 x 1 Kg | 14.274 | 5,200 | 74,225 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 0.33306 | 533,055 | 177,539 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.04758 | 854,441 | 40,654 |
Muro panel doble cara x 1 m2 | 5.78097 | 232,618 | 1,344,757 |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 4.758 | 90,690 | 431,503 |
Teja termoacustica x 1 m2, suministro e instalación | 5.42412 | 197,948 | 1,073,695 |
Guardaescoba en ceramica porcelanato x 1m | 2.04594 | 23,946 | 48,992 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 2.6169 | 178,966 | 468,337 |
Puerta en aluminio con vidrio templado de 6 mm a todo costo. Suministro e instalación x 1 m2 | 0.085644 | 1,574,907 | 134,881 |
Ventana aluminio corrediza. Suministro e instalación x 1 m2 | 0.35685 | 220,857 | 78,813 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 8.0886 | 12,828 | 103,762 |
Geomembrana Instalación x 1 m2 | 2.8548 | 13,477 | 38,475 |
Cepillera Attica | 0.07137 | 28,850 | 2,059 |
Espejo de 2mm de espesor *1 m2 | 0.07137 | 93,700 | 6,687 |
Argolla toalla attica | 0.07137 | 36,250 | 2,587 |
División de baño corrediza | 0.07137 | 550,000 | 39,254 |
Lavaplatos de sobreponer 2 m x 0.6m en acero inoxidable | 0.02379 | 505,085 | 12,016 |
Puerta de triplex | 0.19032 | 342,450 | 65,175 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.2379 | 140,813 | 33,500 |
Aseo general para entrega de obra x metro cuadrado | 4.97211 | 3,042 | 15,124 |
Administración | 397293 | 1 | 397,293 |
Imprevistos | 385398 | 1 | 385,398 |
Utilidad | 192699 | 1 | 192,699 |
Unidad Monetaria | 36967.281 | 1 | 36,967 |
Valor Adicional: | 6,483,948 |
| USD$28.28 |
| USD$1,608,639.55 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 8 | 1,112,456 | 8,899,647 |
Hora de ingeniero | 240 | 37,082 | 8,899,647 |
Puente, diseño estructural x 1 m2 | 976 | 246,975 | 241,047,893 |
Salario diario vigente | 5563.2 | 43,329 | 241,047,893 |
Valor Adicional: | 249,947,540 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 280000 | 12,913 | 3,615,640,000 |
Soldador mano de obra x hora | 70000 | 16,640 | 1,164,800,000 |
Salario mínimo mensual vigente, base | 896 | 1,300,000 | 1,164,800,000 |
Valor Adicional: | 4,780,440,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 120 | 533,055 | 63,966,631 |
Arena lavada de río 1 m3 | 70.56 | 95,019 | 6,704,541 |
Cemento 1 Kg | 44100 | 798 | 35,191,800 |
Triturado de 3/4" x 1 m3 | 105.84 | 150,500 | 15,928,920 |
Agua para la obra 1 litro | 23940 | 36 | 871,416 |
Mezcladora 1 bulto, alquiler x hora | 57.6 | 7,150 | 411,840 |
Cuadrilla 7 (8 obreros) x jornal | 8.4 | 578,347 | 4,858,114 |
Acero G-60 x 1 Kg | 104000 | 5,200 | 540,800,000 |
Valor Adicional: | 604,766,631 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 1600 | 10,038 | 16,060,233 |
Cuerda de Nylon 100 m x 0,50 mm | 80 | 50,900 | 4,072,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 800 | 6,100 | 4,880,000 |
| 16 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 26.24 | 24,504 | 642,995 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 263.84 | 24,504 | 6,465,238 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 8 | 4,147,000 | 33,176,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 24 | 650,000 | 15,600,000 |
Ensayo SPT | 8 | 247,000 | 1,976,000 |
Informe Geotécnico y recomendaciones de construcción | 8 | 1,950,000 | 15,600,000 |
Valor Adicional: | 49,236,233 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 208000000 | 1 | 208,000,000 |
Imprevistos | 208000000 | 1 | 208,000,000 |
Utilidad | 208000000 | 1 | 208,000,000 |
Valor Adicional: | 624,000,000 |
| USD$2,652.00 |
| USD$53.28 |
| USD$20.40 |
| USD$9.68 |
| USD$747.53 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Casa en obra gris de 1 planta y 209 m2 presupuesto de construcción | 0.0144 | 203,576,009 | 2,931,495 |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 3.0096 | 3,900 | 11,737 |
Levantamiento topográfico hasta 1,000 m2 | 0.0144 | 2,600,000 | 37,440 |
Replanteo Arquitectónico X 1 m2 | 3.0096 | 10,038 | 30,209 |
Diseño arquitectónico de casa personalizada x 1 m2 | 3.0096 | 28,597 | 86,066 |
Estudio de suelos y geotecnia desde | 0.0144 | 4,147,000 | 59,717 |
Diseño estructural y memorias de cálculo para una casa | 0.0144 | 2,903,043 | 41,804 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 3.0096 | 6,760 | 20,345 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 3.0096 | 16,000 | 48,154 |
Excavación manual en conglomerado x 1 m3 | 0.144 | 58,492 | 8,423 |
Kit Mueble para baño + lavamanos | 0.0432 | 484,450 | 20,928 |
Punto agua fria PVC 1/2" | 0.2592 | 44,047 | 11,417 |
Tubo 1" x 6 m RDE 13.5 | 0.216 | 63,000 | 13,608 |
Sanitario suministro e instalación | 0.0432 | 1,077,612 | 46,553 |
Punto desagüe sanitario pvc 4" | 0.216 | 68,312 | 14,755 |
Caja de inspección y distribución | 0.0576 | 207,000 | 11,923 |
Tubería PVC sanitaria 4" | 0.144 | 156,100 | 22,478 |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 0.0864 | 492,210 | 42,527 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 0.1152 | 811,703 | 93,508 |
Acero G-60 x 1 Kg | 8.64 | 5,200 | 44,928 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 0.2016 | 533,055 | 107,464 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.0288 | 854,441 | 24,608 |
Muro panel doble cara x 1 m2 | 3.4992 | 232,618 | 813,977 |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 2.88 | 90,690 | 261,187 |
Teja termoacustica x 1 m2, suministro e instalación | 3.2832 | 197,948 | 649,904 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.144 | 140,813 | 20,277 |
Aseo general para entrega de obra x metro cuadrado | 3.0096 | 3,042 | 9,154 |
Administración | 182880 | 1 | 182,880 |
Imprevistos | 89280 | 1 | 89,280 |
Utilidad | 89280 | 1 | 89,280 |
Unidad Monetaria | 16963.2 | 1 | 16,963 |
Valor Adicional: | 2,931,495 |
| USD$15.11 |
| USD$33.16 |
| USD$20.54 |
| USD$40.80 |
| USD$57.78 |
| USD$521.35 |
| USD$73.10 |
| USD$132.60 |
| USD$106.55 |
| USD$145.38 |
| USD$0.00 |
| USD$99.45 |
| USD$20.40 |
| USD$953.70 |
| USD$30.93 |
| USD$155,562.81 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 500 | 3,900 | 1,950,000 |
Salario mínimo mensual vigente, base | 1.5 | 1,300,000 | 1,950,000 |
| 0 | 0 | 0 |
4655" target="_blank"> | 5 | 0 | 0 |
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 |
Diseño arquitectónico de casa personalizada x 1 m2 | 500 | 28,597 | 14,298,570 |
Salario diario vigente | 330 | 43,329 | 14,298,570 |
Estudio de suelos y geotecnia desde | 5 | 4,147,000 | 20,735,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 15 | 650,000 | 9,750,000 |
Ensayo SPT | 5 | 247,000 | 1,235,000 |
Informe Geotécnico y recomendaciones de construcción | 5 | 1,950,000 | 9,750,000 |
Diseño estructural y memorias de cálculo para una casa | 5 | 2,903,043 | 14,515,215 |
Salario diario vigente | 335 | 43,329 | 14,515,215 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 500 | 6,760 | 3,380,000 |
Diseño hidráulico de edificio x 1 m2 | 500 | 3,380 | 1,690,000 |
Diseño sanitario de edificio x 1 m2, servicio | 500 | 3,380 | 1,690,000 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 500 | 16,000 | 8,000,000 |
Valor Adicional: | 67,897,608 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Punto desagüe sanitario pvc 4" | 75 | 68,312 | 5,123,405 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 12.75 | 78,000 | 994,500 |
Cuadrilla de albañileria x 1 Hora | 150 | 24,504 | 3,675,658 |
Limpiador para PVC 1/4 de galón | 2.82 | 99,000 | 279,180 |
Soldadura para PVC DE 1/4 de Galón | 2.3475 | 74,150 | 174,067 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Valor Adicional: | 5,123,405 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Panel de 80W para sistema de energía solar | 20 | 920,900 | 18,418,000 |
Inversor de voltaje 300W | 5 | 297,050 | 1,485,250 |
Caja de control sistema de energía solar | 5 | 1,018,750 | 5,093,750 |
Batería estacionaria 90 Amperios para sistema energía solar | 20 | 731,600 | 14,632,000 |
Valor Adicional: | 39,629,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 3000 | 5,200 | 15,600,000 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 70 | 533,055 | 37,313,868 |
Arena lavada de río 1 m3 | 41.16 | 95,019 | 3,910,982 |
Cemento 1 Kg | 25725 | 798 | 20,528,550 |
Triturado de 3/4" x 1 m3 | 61.74 | 150,500 | 9,291,870 |
Agua para la obra 1 litro | 13965 | 36 | 508,326 |
Mezcladora 1 bulto, alquiler x hora | 33.6 | 7,150 | 240,240 |
Cuadrilla 7 (8 obreros) x jornal | 4.9 | 578,347 | 2,833,900 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 10 | 854,441 | 8,544,407 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 10 | 533,055 | 5,330,553 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.1 | 155,000 | 15,500 |
Durmiente ordinario 0,04x0.04x3,00 m. | 10 | 30,000 | 300,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 10 | 32,500 | 325,000 |
Vara clavo 3m | 1.7 | 20,100 | 34,170 |
Cuadrilla de albañileria x 1 Hora | 90 | 24,504 | 2,205,395 |
Cuadrilla de albañileria x 1 Hora | 9 | 24,504 | 220,540 |
Vibrador eléctrico de aguja para concreto x hora | 15 | 7,550 | 113,250 |
Valor Adicional: | 61,458,275 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro drywall doble cara x 1 m2 | 850 | 153,842 | 130,765,358 |
Lámina Drywall Superboard 8mm x 2440mm x 1220mm | 632.995 | 83,900 | 53,108,281 |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 4.25 | 135,750 | 576,938 |
Tornillos autoroscantes de 6 X 1" para dry wall punta broca | 229.5 | 32,100 | 7,366,950 |
Perfil canal estructural para lámina fibrocemento en sistemas livianos (89 mm) 2.44 m | 697 | 25,500 | 17,773,500 |
Cuadrilla de carpintería por hora | 70.805 | 38,130 | 2,699,761 |
Cuadrilla de carpintería por hora | 708.305 | 38,130 | 27,007,330 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 4250 | 5,200 | 22,100,000 |
Transporte 1 tonelada x 1 kilómetro | 34 | 3,900 | 132,600 |
Valor Adicional: | 130,765,358 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Teja termoacustica x 1 m2, suministro e instalación | 550 | 197,948 | 108,871,557 |
Teja termoacústica 3 m x 0.78 m | 235.07 | 393,120 | 92,410,718 |
Tornillos autoperforantes diámetro # 8, paso rosca 18, longitud 1/2" zinc hexagono metal tecks | 114.565 | 93,400 | 10,700,371 |
Andamio Tubular estandar con tijeras alquiler por día | 27.5 | 37,300 | 1,025,750 |
Cuadrilla de instalaciones x 1 Hora | 13.75 | 26,955 | 370,629 |
Cuadrilla de instalaciones x 1 Hora | 137.5 | 26,955 | 3,706,289 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 110 | 5,200 | 572,000 |
Transporte 1 tonelada x 1 kilómetro | 22 | 3,900 | 85,800 |
Valor Adicional: | 108,871,557 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ascensor 8 personas | 0 | 99,900,000 | 0 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 1700 | 12,828 | 21,807,940 |
Intervinil 5 galones, vinilo tipo 2 | 17 | 230,000 | 3,910,000 |
Cuadrilla de pintura x 1 hora | 37.4 | 38,563 | 1,442,249 |
Cuadrilla de pintura x 1 hora | 374 | 38,563 | 14,422,491 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 340 | 5,200 | 1,768,000 |
Transporte 1 tonelada x 1 kilómetro | 68 | 3,900 | 265,200 |
Geomembrana Instalación x 1 m2 | 600 | 13,477 | 8,086,448 |
Cuadrilla de albañileria x 1 Hora | 30 | 24,504 | 735,132 |
Cuadrilla de albañileria x 1 Hora | 300 | 24,504 | 7,351,317 |
Cepillera Attica | 15 | 28,850 | 432,750 |
Espejo de 2mm de espesor *1 m2 | 15 | 93,700 | 1,405,500 |
Argolla toalla attica | 15 | 36,250 | 543,750 |
Vidrio incoloro de 4 mm de espesor, suministro e instalación x 1 m2 | 150 | 141,747 | 21,261,997 |
Vidrio incoloro de 5 mm de espesor x 1 m2 | 150 | 130,000 | 19,500,000 |
Silicona transparente con fungicida 11 Onzas | 13.65 | 39,050 | 533,033 |
Cuadrilla de albañileria x 1 Hora | 37.5 | 24,504 | 918,915 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 55.125 | 5,200 | 286,650 |
Transporte 1 tonelada x 1 kilómetro | 6 | 3,900 | 23,400 |
Valor Adicional: | 53,538,385 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 50 | 140,813 | 7,040,671 |
Cascarilla de arroz x bulto 45 Kg | 12.5 | 155,000 | 1,937,500 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 3.75 | 91,000 | 341,250 |
Plántula aguacate | 50 | 33,250 | 1,662,500 |
Tierra negra abonada x 1 m3 | 10 | 235,000 | 2,350,000 |
Pala redonda No. 4 mango plástico | 0.25 | 63,000 | 15,750 |
Cuadrilla de instalaciones x 1 Hora | 25 | 26,955 | 673,871 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 10 | 5,200 | 52,000 |
Transporte 1 tonelada x 1 kilómetro | 2 | 3,900 | 7,800 |
Valor Adicional: | 7,040,671 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 50000000 | 1 | 50,000,000 |
Valor Adicional: | 50,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 50000000 | 1 | 50,000,000 |
Valor Adicional: | 50,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 29000000 | 1 | 29,000,000 |
Valor Adicional: | 29,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 4750000 | 1 | 4,750,000 |
Valor Adicional: | 4,750,000 |
| USD$252.20 |
| USD$501.02 |
| USD$9.05 |
| USD$7.18 |
| USD$126.23 |
| USD$0.00 |
| USD$9.91 |
| USD$20.40 |
| USD$27.54 |
| USD$278,000.27 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 836 | 3,900 | 3,260,400 |
Salario mínimo mensual vigente, base | 2.508 | 1,300,000 | 3,260,400 |
Levantamiento topográfico hasta 1,000 m2 | 4 | 2,600,000 | 10,400,000 |
Salario mínimo mensual vigente, base | 8 | 1,300,000 | 10,400,000 |
Replanteo Arquitectónico X 1 m2 | 836 | 10,038 | 8,391,472 |
Cuerda de Nylon 100 m x 0,50 mm | 41.8 | 50,900 | 2,127,620 |
Estaca de Madera Ø=0.05 L=0.60 m | 418 | 6,100 | 2,549,800 |
| 8.36 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 13.7104 | 24,504 | 335,965 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 137.8564 | 24,504 | 3,378,087 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de casa personalizada x 1 m2 | 836 | 28,597 | 23,907,209 |
Salario diario vigente | 551.76 | 43,329 | 23,907,209 |
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 |
Diseño estructural y memorias de cálculo para una casa | 4 | 2,903,043 | 11,612,172 |
Salario diario vigente | 268 | 43,329 | 11,612,172 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 836 | 6,760 | 5,651,360 |
Diseño hidráulico de edificio x 1 m2 | 836 | 3,380 | 2,825,680 |
Diseño sanitario de edificio x 1 m2, servicio | 836 | 3,380 | 2,825,680 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 836 | 16,000 | 13,376,000 |
Valor Adicional: | 93,186,613 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación manual en conglomerado x 1 m3 | 40 | 58,492 | 2,339,679 |
Cuadrilla de albañileria x 1 Hora | 8.68 | 24,504 | 212,698 |
Cuadrilla de albañileria x 1 Hora | 86.8 | 24,504 | 2,126,981 |
Volqueta de 6 m3 Alquiler por hora | 0 | 143,000 | 0 |
Valor Adicional: | 2,339,679 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 12 | 484,450 | 5,813,400 |
Punto agua fria PVC 1/2" | 72 | 44,047 | 3,171,348 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 14.4 | 20,300 | 292,320 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 3.6 | 30,700 | 110,520 |
Codo PVC 90° presión de 1/2" x 10 unidades | 7.2 | 45,000 | 324,000 |
Soldadura para PVC 1/4 de galón | 2.88 | 53,500 | 154,080 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 1.08 | 77,000 | 83,160 |
Instalación carpintería metálica x 1 m2 | 95.976 | 20,907 | 2,006,608 |
Instalación carpintería metálica x 1 m2 | 9.5976 | 20,907 | 200,661 |
Tubo 1" x 6 m RDE 13.5 | 60 | 63,000 | 3,780,000 |
Valor Adicional: | 12,764,748 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 12 | 1,077,612 | 12,931,342 |
Sanitario One Piece Galio Blanco | 12 | 974,000 | 11,688,000 |
Instalación de aparatos sanitarios x unidad | 12 | 103,612 | 1,243,342 |
Punto desagüe sanitario pvc 4" | 60 | 68,312 | 4,098,724 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 10.2 | 78,000 | 795,600 |
Cuadrilla de albañileria x 1 Hora | 120 | 24,504 | 2,940,527 |
Limpiador para PVC 1/4 de galón | 2.256 | 99,000 | 223,344 |
Soldadura para PVC DE 1/4 de Galón | 1.878 | 74,150 | 139,254 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 16 | 207,000 | 3,312,000 |
Tubería PVC sanitaria 4" | 40 | 156,100 | 6,244,000 |
Valor Adicional: | 26,586,066 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 4 | 23,113 | 92,451 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 0.8 | 94,000 | 75,200 |
Cuadrilla de albañileria x 1 Hora | 0.64 | 24,504 | 15,683 |
Cuadrilla de albañileria x 1 Hora | 0.064 | 24,504 | 1,568 |
Interruptor sencillo cuatro vías. Suministro e instalación | 132 | 23,313 | 3,077,286 |
Interruptor sencillo cuatro vías x 5 unidades | 26.4 | 95,000 | 2,508,000 |
Cuadrilla de albañileria x 1 Hora | 21.12 | 24,504 | 517,533 |
Cuadrilla de albañileria x 1 Hora | 2.112 | 24,504 | 51,753 |
Panel de 80W para sistema de energía solar | 16 | 920,900 | 14,734,400 |
Inversor de voltaje 300W | 4 | 297,050 | 1,188,200 |
Caja de control sistema de energía solar | 4 | 1,018,750 | 4,075,000 |
Batería estacionaria 90 Amperios para sistema energía solar | 16 | 731,600 | 11,705,600 |
Tablero trifásico con puerta de 24 circuitos | 4 | 321,000 | 1,284,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 16 | 395,000 | 6,320,000 |
Valor Adicional: | 42,476,937 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 24 | 492,210 | 11,813,040 |
Agua para la obra 1 litro | 4296 | 36 | 156,374 |
Arena lavada de río 1 m3 | 18.144 | 95,019 | 1,724,025 |
Cemento 1 Kg | 7560 | 798 | 6,032,880 |
Triturado de 3/4" x 1 m3 | 18.144 | 150,500 | 2,730,672 |
Mezcladora 1 bulto, alquiler x hora | 24 | 7,150 | 171,600 |
Cuadrilla 7 (8 obreros) x jornal | 1.68 | 578,347 | 971,623 |
Oficial de construcción x hora | 1.68 | 15,397 | 25,866 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 32 | 811,703 | 25,974,499 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 32 | 533,055 | 17,057,768 |
Listón 3 x 3 cm 2,7 metros madera dimensionada | 94.72 | 10,850 | 1,027,712 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 4.8 | 155,000 | 744,000 |
Repisa 2.8 m x 0,075 m x 0.037 m | 11.52 | 10,000 | 115,200 |
| 41.92 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 260.8 | 24,504 | 6,390,745 |
Cuadrilla de albañileria x 1 Hora | 26.08 | 24,504 | 639,074 |
Acero G-60 x 1 Kg | 2400 | 5,200 | 12,480,000 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 56 | 533,055 | 29,851,095 |
Arena lavada de río 1 m3 | 32.928 | 95,019 | 3,128,786 |
Cemento 1 Kg | 20580 | 798 | 16,422,840 |
Triturado de 3/4" x 1 m3 | 49.392 | 150,500 | 7,433,496 |
Agua para la obra 1 litro | 11172 | 36 | 406,661 |
Mezcladora 1 bulto, alquiler x hora | 26.88 | 7,150 | 192,192 |
Cuadrilla 7 (8 obreros) x jornal | 3.92 | 578,347 | 2,267,120 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 8 | 854,441 | 6,835,526 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 8 | 533,055 | 4,264,442 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.08 | 155,000 | 12,400 |
Durmiente ordinario 0,04x0.04x3,00 m. | 8 | 30,000 | 240,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 8 | 32,500 | 260,000 |
Vara clavo 3m | 1.36 | 20,100 | 27,336 |
Cuadrilla de albañileria x 1 Hora | 72 | 24,504 | 1,764,316 |
Cuadrilla de albañileria x 1 Hora | 7.2 | 24,504 | 176,432 |
Vibrador eléctrico de aguja para concreto x hora | 12 | 7,550 | 90,600 |
Valor Adicional: | 86,954,160 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 972 | 232,618 | 226,104,606 |
Sistema, Panel x 1 m2 x 0.04 m | 1020.6 | 56,500 | 57,663,900 |
Malla plana RG2 | 388.8 | 5,350 | 2,080,080 |
Malla RGU 80 | 486 | 6,500 | 3,159,000 |
Malla angular RG1 | 486 | 6,700 | 3,256,200 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 53.46 | 473,449 | 25,310,594 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 250.776 | 31,013 | 7,777,266 |
Cuadrilla de instalaciones x 1 Hora | 146.5776 | 26,955 | 3,950,974 |
Cuadrilla de instalaciones x 1 Hora | 1465.776 | 26,955 | 39,509,740 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 4860 | 5,200 | 25,272,000 |
Transporte 1 tonelada x 1 kilómetro | 38.88 | 3,900 | 151,632 |
Muro panel doble cara x 1 m2 | 97.2 | 232,618 | 22,610,461 |
Muro panel doble cara x 1 m2 | 97.2 | 232,618 | 22,610,461 |
Muro panel doble cara x 1 m2 | 48.6 | 232,618 | 11,305,230 |
Muro panel doble cara x 1 m2 | 6.2208 | 232,618 | 1,447,069 |
Valor Adicional: | 226,104,606 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 800 | 90,690 | 72,551,932 |
Acero G-60 x 1 Kg | 7920 | 5,200 | 41,184,000 |
Pintuco Anticorrosivo rojo | 144 | 95,000 | 13,680,000 |
Soldadura eléctrica de 1/8" 32 barras x kilo | 96 | 34,650 | 3,326,400 |
Cuadrilla de albañileria x 1 Hora | 532.8 | 24,504 | 13,055,938 |
Cuadrilla de albañileria x 1 Hora | 53.28 | 24,504 | 1,305,594 |
Teja termoacustica x 1 m2, suministro e instalación | 912 | 197,948 | 180,528,837 |
Teja termoacústica 3 m x 0.78 m | 389.7888 | 393,120 | 153,233,773 |
Tornillos autoperforantes diámetro # 8, paso rosca 18, longitud 1/2" zinc hexagono metal tecks | 189.9696 | 93,400 | 17,743,161 |
Andamio Tubular estandar con tijeras alquiler por día | 45.6 | 37,300 | 1,700,880 |
Cuadrilla de instalaciones x 1 Hora | 22.8 | 26,955 | 614,570 |
Cuadrilla de instalaciones x 1 Hora | 228 | 26,955 | 6,145,701 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 182.4 | 5,200 | 948,480 |
Transporte 1 tonelada x 1 kilómetro | 36.48 | 3,900 | 142,272 |
Valor Adicional: | 253,080,769 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Guardaescoba en ceramica porcelanato x 1m | 344 | 23,946 | 8,237,456 |
Agua para la obra 1 litro | 516 | 36 | 18,782 |
Arena lavada de río 1 m3 | 5.16 | 95,019 | 490,298 |
Pegacor max, 25 Kg, porcelanato | 8.6 | 85,500 | 735,300 |
Porcelanato sellado Beige x 1 m2 | 34.4 | 135,900 | 4,674,960 |
Cuadrilla de albañileria x 1 Hora | 86 | 24,504 | 2,107,377 |
Cuadrilla de albañileria x 1 Hora | 8.6 | 24,504 | 210,738 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 440 | 178,966 | 78,745,155 |
Agua para la obra 1 litro | 1540 | 36 | 56,056 |
Pegacor max, 25 Kg, porcelanato | 110 | 85,500 | 9,405,000 |
Porcelanato sellado Beige x 1 m2 | 440 | 135,900 | 59,796,000 |
Cuadrilla de albañileria x 1 Hora | 352 | 24,504 | 8,625,545 |
Cuadrilla de albañileria x 1 Hora | 35.2 | 24,504 | 862,554 |
Puerta en aluminio con vidrio templado de 6 mm a todo costo. Suministro e instalación x 1 m2 | 14.4 | 1,574,907 | 22,678,666 |
Puerta en aluminio con vidrio templado de 6 mm x 1m2 | 28.8 | 777,000 | 22,377,600 |
Instalación carpintería metálica x 1 m2 | 14.4 | 20,907 | 301,066 |
Ventana aluminio corrediza. Suministro e instalación x 1 m2 | 60 | 220,857 | 13,251,443 |
Ventana corrediza aluminio anodizado con vidrios x 1m2 | 60 | 199,950 | 11,997,000 |
Instalación carpintería metálica x 1 m2 | 60 | 20,907 | 1,254,443 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 1360 | 12,828 | 17,446,352 |
Intervinil 5 galones, vinilo tipo 2 | 13.6 | 230,000 | 3,128,000 |
Cuadrilla de pintura x 1 hora | 29.92 | 38,563 | 1,153,799 |
Cuadrilla de pintura x 1 hora | 299.2 | 38,563 | 11,537,993 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 272 | 5,200 | 1,414,400 |
Transporte 1 tonelada x 1 kilómetro | 54.4 | 3,900 | 212,160 |
Geomembrana Instalación x 1 m2 | 480 | 13,477 | 6,469,159 |
Cuadrilla de albañileria x 1 Hora | 24 | 24,504 | 588,105 |
Cuadrilla de albañileria x 1 Hora | 240 | 24,504 | 5,881,053 |
Cepillera Attica | 12 | 28,850 | 346,200 |
Espejo de 2mm de espesor *1 m2 | 12 | 93,700 | 1,124,400 |
Argolla toalla attica | 12 | 36,250 | 435,000 |
División de baño corrediza | 12 | 550,000 | 6,600,000 |
Lavaplatos de sobreponer 2 m x 0.6m en acero inoxidable | 4 | 505,085 | 2,020,340 |
Puerta de triplex | 32 | 342,450 | 10,958,400 |
Valor Adicional: | 168,312,571 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 40 | 140,813 | 5,632,537 |
Cascarilla de arroz x bulto 45 Kg | 10 | 155,000 | 1,550,000 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 3 | 91,000 | 273,000 |
Plántula aguacate | 40 | 33,250 | 1,330,000 |
Tierra negra abonada x 1 m3 | 8 | 235,000 | 1,880,000 |
Pala redonda No. 4 mango plástico | 0.2 | 63,000 | 12,600 |
Cuadrilla de instalaciones x 1 Hora | 20 | 26,955 | 539,097 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 8 | 5,200 | 41,600 |
Transporte 1 tonelada x 1 kilómetro | 1.6 | 3,900 | 6,240 |
Valor Adicional: | 5,632,537 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 66800000 | 1 | 66,800,000 |
Valor Adicional: | 66,800,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 64800000 | 1 | 64,800,000 |
Valor Adicional: | 64,800,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 32400000 | 1 | 32,400,000 |
Valor Adicional: | 32,400,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 6215600 | 1 | 6,215,600 |
Valor Adicional: | 6,215,600 |
| USD$36.92 |
| USD$1.29 |
| USD$495.51 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Edificio nuevo con 10 plantas y 8165 m2 presupuesto de construcción | 0.00014968019 | 12,982,183,820 | 1,943,176 |
Terreno, predio, lote precio por 1m2 | 0.374200475 | 1,000,000 | 374,200 |
Levantamiento topográfico hasta 1,000 m2 | 0.00029936038 | 2,600,000 | 778 |
Replanteo Arquitectónico X 1 m2 | 1.22213875135 | 10,038 | 12,267 |
Diseño arquitectónico de edificios x 1 m2 | 1.22213875135 | 14,000 | 17,110 |
Estudio de suelos y geotecnia desde | 0.00059872076 | 4,147,000 | 2,483 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 1.22213875135 | 24,700 | 30,187 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 1.22213875135 | 6,760 | 8,262 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 1.22213875135 | 16,000 | 19,554 |
Excavación mecánica en conglomerado x 1 m3 | 1.09925131536 | 4,551 | 5,003 |
Piloteadora, alquiler por Hora | 0.0119744152 | 390,000 | 4,670 |
Acero G-60 x 1 Kg | 61.43383910246 | 5,200 | 319,456 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 0.31896848489 | 533,055 | 170,028 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.04984350327 | 854,441 | 42,588 |
Steel deck metaldeck grado 40 | 0.24442775027 | 451,000 | 110,237 |
Kit Mueble para baño + lavamanos | 0.0179616228 | 484,450 | 8,702 |
Punto agua fria PVC 1/2" | 0.1077697368 | 44,047 | 4,747 |
Tubo 1" x 6 m RDE 13.5 | 0.089808114 | 63,000 | 5,658 |
Sanitario suministro e instalación | 0.0179616228 | 1,077,612 | 19,356 |
Punto desagüe sanitario pvc 4" | 0.089808114 | 68,312 | 6,135 |
Caja de inspección y distribución | 0.0239488304 | 207,000 | 4,957 |
Tubería PVC sanitaria 4" | 0.059872076 | 156,100 | 9,346 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 0.0059872076 | 23,113 | 138 |
Interruptor sencillo cuatro vías. Suministro e instalación | 0.1975778508 | 23,313 | 4,606 |
Panel de 80W para sistema de energía solar | 0.0239488304 | 920,900 | 22,054 |
Inversor de voltaje 300W | 0.0059872076 | 297,050 | 1,779 |
Caja de control sistema de energía solar | 0.0059872076 | 1,018,750 | 6,099 |
Batería estacionaria 90 Amperios para sistema energía solar | 0.0239488304 | 731,600 | 17,521 |
Tablero trifásico con puerta de 24 circuitos | 0.0059872076 | 321,000 | 1,922 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 0.0239488304 | 395,000 | 9,460 |
Muro drywall doble cara x 1 m2 | 0.7753433842 | 153,842 | 119,280 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 0.778336988 | 178,966 | 139,296 |
Ascensor 8 personas | 0.00029936038 | 99,900,000 | 29,906 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 1.511769919 | 12,828 | 19,393 |
Geomembrana Instalación x 1 m2 | 0.44904057 | 13,477 | 6,052 |
Cepillera Attica | 0.014968019 | 28,850 | 432 |
Espejo de 2mm de espesor *1 m2 | 0.029936038 | 93,700 | 2,805 |
Argolla toalla attica | 0.014968019 | 36,250 | 543 |
Vidrio incoloro de 4 mm de espesor, suministro e instalación x 1 m2 | 1.8934544035 | 141,747 | 268,391 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.0014968019 | 140,813 | 211 |
Administración | 47021.13360736 | 1 | 47,021 |
Imprevistos | 23521.34377736 | 1 | 23,521 |
Utilidad | 47021.13360736 | 1 | 47,021 |
Valor Adicional: | 1,943,176 |
| USD$101.43 |
| USD$13.81 |
| USD$0.00 |
| USD$0.00 |
| USD$35.70 |
| USD$23.10 |
| USD$663.00 |
| USD$24.23 |
| USD$8.10 |
| USD$207,647.53 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 836 | 3,900 | 3,260,400 |
Salario mínimo mensual vigente, base | 2.508 | 1,300,000 | 3,260,400 |
Levantamiento topográfico hasta 1,000 m2 | 4 | 2,600,000 | 10,400,000 |
Salario mínimo mensual vigente, base | 8 | 1,300,000 | 10,400,000 |
Replanteo Arquitectónico X 1 m2 | 836 | 10,038 | 8,391,472 |
Cuerda de Nylon 100 m x 0,50 mm | 41.8 | 50,900 | 2,127,620 |
Estaca de Madera Ø=0.05 L=0.60 m | 418 | 6,100 | 2,549,800 |
| 8.36 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 13.7104 | 24,504 | 335,965 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 137.8564 | 24,504 | 3,378,087 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de casa personalizada x 1 m2 | 836 | 28,597 | 23,907,209 |
Salario diario vigente | 551.76 | 43,329 | 23,907,209 |
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 |
Diseño estructural y memorias de cálculo para una casa | 4 | 2,903,043 | 11,612,172 |
Salario diario vigente | 268 | 43,329 | 11,612,172 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 836 | 6,760 | 5,651,360 |
Diseño hidráulico de edificio x 1 m2 | 836 | 3,380 | 2,825,680 |
Diseño sanitario de edificio x 1 m2, servicio | 836 | 3,380 | 2,825,680 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 836 | 16,000 | 13,376,000 |
Valor Adicional: | 93,186,613 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación manual en conglomerado x 1 m3 | 40 | 58,492 | 2,339,679 |
Cuadrilla de albañileria x 1 Hora | 8.68 | 24,504 | 212,698 |
Cuadrilla de albañileria x 1 Hora | 86.8 | 24,504 | 2,126,981 |
Volqueta de 6 m3 Alquiler por hora | 0 | 143,000 | 0 |
Valor Adicional: | 2,339,679 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 12 | 484,450 | 5,813,400 |
Punto agua fria PVC 1/2" | 72 | 44,047 | 3,171,348 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 14.4 | 20,300 | 292,320 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 3.6 | 30,700 | 110,520 |
Codo PVC 90° presión de 1/2" x 10 unidades | 7.2 | 45,000 | 324,000 |
Soldadura para PVC 1/4 de galón | 2.88 | 53,500 | 154,080 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 1.08 | 77,000 | 83,160 |
Instalación carpintería metálica x 1 m2 | 95.976 | 20,907 | 2,006,608 |
Instalación carpintería metálica x 1 m2 | 9.5976 | 20,907 | 200,661 |
Tubo 1" x 6 m RDE 13.5 | 60 | 63,000 | 3,780,000 |
Valor Adicional: | 12,764,748 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 12 | 1,077,612 | 12,931,342 |
Sanitario One Piece Galio Blanco | 12 | 974,000 | 11,688,000 |
Instalación de aparatos sanitarios x unidad | 12 | 103,612 | 1,243,342 |
Punto desagüe sanitario pvc 4" | 60 | 68,312 | 4,098,724 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 10.2 | 78,000 | 795,600 |
Cuadrilla de albañileria x 1 Hora | 120 | 24,504 | 2,940,527 |
Limpiador para PVC 1/4 de galón | 2.256 | 99,000 | 223,344 |
Soldadura para PVC DE 1/4 de Galón | 1.878 | 74,150 | 139,254 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 16 | 207,000 | 3,312,000 |
Tubería PVC sanitaria 4" | 40 | 156,100 | 6,244,000 |
Valor Adicional: | 26,586,066 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 24 | 492,210 | 11,813,040 |
Agua para la obra 1 litro | 4296 | 36 | 156,374 |
Arena lavada de río 1 m3 | 18.144 | 95,019 | 1,724,025 |
Cemento 1 Kg | 7560 | 798 | 6,032,880 |
Triturado de 3/4" x 1 m3 | 18.144 | 150,500 | 2,730,672 |
Mezcladora 1 bulto, alquiler x hora | 24 | 7,150 | 171,600 |
Cuadrilla 7 (8 obreros) x jornal | 1.68 | 578,347 | 971,623 |
Oficial de construcción x hora | 1.68 | 15,397 | 25,866 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 32 | 811,703 | 25,974,499 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 32 | 533,055 | 17,057,768 |
Listón 3 x 3 cm 2,7 metros madera dimensionada | 94.72 | 10,850 | 1,027,712 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 4.8 | 155,000 | 744,000 |
Repisa 2.8 m x 0,075 m x 0.037 m | 11.52 | 10,000 | 115,200 |
| 41.92 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 260.8 | 24,504 | 6,390,745 |
Cuadrilla de albañileria x 1 Hora | 26.08 | 24,504 | 639,074 |
Acero G-60 x 1 Kg | 2400 | 5,200 | 12,480,000 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 56 | 533,055 | 29,851,095 |
Arena lavada de río 1 m3 | 32.928 | 95,019 | 3,128,786 |
Cemento 1 Kg | 20580 | 798 | 16,422,840 |
Triturado de 3/4" x 1 m3 | 49.392 | 150,500 | 7,433,496 |
Agua para la obra 1 litro | 11172 | 36 | 406,661 |
Mezcladora 1 bulto, alquiler x hora | 26.88 | 7,150 | 192,192 |
Cuadrilla 7 (8 obreros) x jornal | 3.92 | 578,347 | 2,267,120 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 8 | 854,441 | 6,835,526 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 8 | 533,055 | 4,264,442 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.08 | 155,000 | 12,400 |
Durmiente ordinario 0,04x0.04x3,00 m. | 8 | 30,000 | 240,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 8 | 32,500 | 260,000 |
Vara clavo 3m | 1.36 | 20,100 | 27,336 |
Cuadrilla de albañileria x 1 Hora | 72 | 24,504 | 1,764,316 |
Cuadrilla de albañileria x 1 Hora | 7.2 | 24,504 | 176,432 |
Vibrador eléctrico de aguja para concreto x hora | 12 | 7,550 | 90,600 |
Valor Adicional: | 86,954,160 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 972 | 232,618 | 226,104,606 |
Sistema, Panel x 1 m2 x 0.04 m | 1020.6 | 56,500 | 57,663,900 |
Malla plana RG2 | 388.8 | 5,350 | 2,080,080 |
Malla RGU 80 | 486 | 6,500 | 3,159,000 |
Malla angular RG1 | 486 | 6,700 | 3,256,200 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 53.46 | 473,449 | 25,310,594 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 250.776 | 31,013 | 7,777,266 |
Cuadrilla de instalaciones x 1 Hora | 146.5776 | 26,955 | 3,950,974 |
Cuadrilla de instalaciones x 1 Hora | 1465.776 | 26,955 | 39,509,740 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 4860 | 5,200 | 25,272,000 |
Transporte 1 tonelada x 1 kilómetro | 38.88 | 3,900 | 151,632 |
Muro panel doble cara x 1 m2 | 97.2 | 232,618 | 22,610,461 |
Muro panel doble cara x 1 m2 | 97.2 | 232,618 | 22,610,461 |
Muro panel doble cara x 1 m2 | 48.6 | 232,618 | 11,305,230 |
Muro panel doble cara x 1 m2 | 6.2208 | 232,618 | 1,447,069 |
Valor Adicional: | 226,104,606 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 800 | 90,690 | 72,551,932 |
Acero G-60 x 1 Kg | 7920 | 5,200 | 41,184,000 |
Pintuco Anticorrosivo rojo | 144 | 95,000 | 13,680,000 |
Soldadura eléctrica de 1/8" 32 barras x kilo | 96 | 34,650 | 3,326,400 |
Cuadrilla de albañileria x 1 Hora | 532.8 | 24,504 | 13,055,938 |
Cuadrilla de albañileria x 1 Hora | 53.28 | 24,504 | 1,305,594 |
Teja termoacustica x 1 m2, suministro e instalación | 912 | 197,948 | 180,528,837 |
Teja termoacústica 3 m x 0.78 m | 389.7888 | 393,120 | 153,233,773 |
Tornillos autoperforantes diámetro # 8, paso rosca 18, longitud 1/2" zinc hexagono metal tecks | 189.9696 | 93,400 | 17,743,161 |
Andamio Tubular estandar con tijeras alquiler por día | 45.6 | 37,300 | 1,700,880 |
Cuadrilla de instalaciones x 1 Hora | 22.8 | 26,955 | 614,570 |
Cuadrilla de instalaciones x 1 Hora | 228 | 26,955 | 6,145,701 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 182.4 | 5,200 | 948,480 |
Transporte 1 tonelada x 1 kilómetro | 36.48 | 3,900 | 142,272 |
Valor Adicional: | 253,080,769 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 40 | 140,813 | 5,632,537 |
Cascarilla de arroz x bulto 45 Kg | 10 | 155,000 | 1,550,000 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 3 | 91,000 | 273,000 |
Plántula aguacate | 40 | 33,250 | 1,330,000 |
Tierra negra abonada x 1 m3 | 8 | 235,000 | 1,880,000 |
Pala redonda No. 4 mango plástico | 0.2 | 63,000 | 12,600 |
Cuadrilla de instalaciones x 1 Hora | 20 | 26,955 | 539,097 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 8 | 5,200 | 41,600 |
Transporte 1 tonelada x 1 kilómetro | 1.6 | 3,900 | 6,240 |
Valor Adicional: | 5,632,537 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 50800000 | 1 | 50,800,000 |
Valor Adicional: | 50,800,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 24800000 | 1 | 24,800,000 |
Valor Adicional: | 24,800,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 24800000 | 1 | 24,800,000 |
Valor Adicional: | 24,800,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 4712000 | 1 | 4,712,000 |
Valor Adicional: | 4,712,000 |
| USD$348.02 |
| USD$9,931,370.62 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Terreno, predio, lote precio por 1m2 | 7500 | 1,000,000 | 7,500,000,000 |
Valor Adicional: | 7,500,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Levantamiento topográfico hasta 1,000 m2 | 6 | 2,600,000 | 15,600,000 |
Salario mínimo mensual vigente, base | 12 | 1,300,000 | 15,600,000 |
Replanteo Arquitectónico X 1 m2 | 24495 | 10,038 | 245,872,131 |
Cuerda de Nylon 100 m x 0,50 mm | 1224.75 | 50,900 | 62,339,775 |
Estaca de Madera Ø=0.05 L=0.60 m | 12247.5 | 6,100 | 74,709,750 |
| 244.95 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 401.718 | 24,504 | 9,843,854 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 4039.2255 | 24,504 | 98,978,753 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de edificios x 1 m2 | 24495 | 14,000 | 342,930,000 |
Estudio de suelos y geotecnia desde | 12 | 4,147,000 | 49,764,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 36 | 650,000 | 23,400,000 |
Ensayo SPT | 12 | 247,000 | 2,964,000 |
Informe Geotécnico y recomendaciones de construcción | 12 | 1,950,000 | 23,400,000 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 24495 | 24,700 | 605,026,500 |
Salario mínimo mensual vigente, base | 465.405 | 1,300,000 | 605,026,500 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 24495 | 6,760 | 165,586,200 |
Diseño hidráulico de edificio x 1 m2 | 24495 | 3,380 | 82,793,100 |
Diseño sanitario de edificio x 1 m2, servicio | 24495 | 3,380 | 82,793,100 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 24495 | 16,000 | 391,920,000 |
Valor Adicional: | 1,816,698,831 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación mecánica en conglomerado x 1 m3 | 22032 | 4,551 | 100,273,140 |
Cuadrilla de albañileria x 1 Hora | 0 | 24,504 | 0 |
Cuadrilla de albañileria x 1 Hora | 0 | 24,504 | 0 |
retroexcavadora de orugas x hora | 550.8 | 182,050 | 100,273,140 |
Piloteadora, alquiler por Hora | 240 | 390,000 | 93,600,000 |
Salario mínimo mensual vigente, base | 72 | 1,300,000 | 93,600,000 |
Valor Adicional: | 193,873,140 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 1231302 | 5,200 | 6,402,770,400 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 6393 | 533,055 | 3,407,822,285 |
Arena lavada de río 1 m3 | 3759.084 | 95,019 | 357,184,403 |
Cemento 1 Kg | 2349427.5 | 798 | 1,874,843,145 |
Triturado de 3/4" x 1 m3 | 5638.626 | 150,500 | 848,613,230 |
Agua para la obra 1 litro | 1275403.5 | 36 | 46,424,687 |
Mezcladora 1 bulto, alquiler x hora | 3068.64 | 7,150 | 21,940,776 |
Cuadrilla 7 (8 obreros) x jornal | 447.51 | 578,347 | 258,816,044 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 999 | 854,441 | 853,586,272 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 999 | 533,055 | 532,522,206 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 9.99 | 155,000 | 1,548,450 |
Durmiente ordinario 0,04x0.04x3,00 m. | 999 | 30,000 | 29,970,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 999 | 32,500 | 32,467,500 |
Vara clavo 3m | 169.83 | 20,100 | 3,413,583 |
Cuadrilla de albañileria x 1 Hora | 8991 | 24,504 | 220,318,961 |
Cuadrilla de albañileria x 1 Hora | 899.1 | 24,504 | 22,031,896 |
Vibrador eléctrico de aguja para concreto x hora | 1498.5 | 7,550 | 11,313,675 |
Steel deck metaldeck grado 40 | 4899 | 451,000 | 2,209,449,000 |
Valor Adicional: | 12,873,627,956 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 360 | 484,450 | 174,402,000 |
Punto agua fria PVC 1/2" | 2160 | 44,047 | 95,140,448 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 432 | 20,300 | 8,769,600 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 108 | 30,700 | 3,315,600 |
Codo PVC 90° presión de 1/2" x 10 unidades | 216 | 45,000 | 9,720,000 |
Soldadura para PVC 1/4 de galón | 86.4 | 53,500 | 4,622,400 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 32.4 | 77,000 | 2,494,800 |
Instalación carpintería metálica x 1 m2 | 2879.28 | 20,907 | 60,198,226 |
Instalación carpintería metálica x 1 m2 | 287.928 | 20,907 | 6,019,823 |
Tubo 1" x 6 m RDE 13.5 | 1800 | 63,000 | 113,400,000 |
Valor Adicional: | 382,942,448 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 360 | 1,077,612 | 387,940,262 |
Sanitario One Piece Galio Blanco | 360 | 974,000 | 350,640,000 |
Instalación de aparatos sanitarios x unidad | 360 | 103,612 | 37,300,262 |
Punto desagüe sanitario pvc 4" | 1800 | 68,312 | 122,961,731 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 306 | 78,000 | 23,868,000 |
Cuadrilla de albañileria x 1 Hora | 3600 | 24,504 | 88,215,800 |
Limpiador para PVC 1/4 de galón | 67.68 | 99,000 | 6,700,320 |
Soldadura para PVC DE 1/4 de Galón | 56.34 | 74,150 | 4,177,611 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 480 | 207,000 | 99,360,000 |
Tubería PVC sanitaria 4" | 1200 | 156,100 | 187,320,000 |
Valor Adicional: | 797,581,993 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 120 | 23,113 | 2,773,533 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 24 | 94,000 | 2,256,000 |
Cuadrilla de albañileria x 1 Hora | 19.2 | 24,504 | 470,484 |
Cuadrilla de albañileria x 1 Hora | 1.92 | 24,504 | 47,048 |
Interruptor sencillo cuatro vías. Suministro e instalación | 3960 | 23,313 | 92,318,579 |
Interruptor sencillo cuatro vías x 5 unidades | 792 | 95,000 | 75,240,000 |
Cuadrilla de albañileria x 1 Hora | 633.6 | 24,504 | 15,525,981 |
Cuadrilla de albañileria x 1 Hora | 63.36 | 24,504 | 1,552,598 |
Panel de 80W para sistema de energía solar | 480 | 920,900 | 442,032,000 |
Inversor de voltaje 300W | 120 | 297,050 | 35,646,000 |
Caja de control sistema de energía solar | 120 | 1,018,750 | 122,250,000 |
Batería estacionaria 90 Amperios para sistema energía solar | 480 | 731,600 | 351,168,000 |
Tablero trifásico con puerta de 24 circuitos | 120 | 321,000 | 38,520,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 480 | 395,000 | 189,600,000 |
Valor Adicional: | 1,274,308,112 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro drywall doble cara x 1 m2 | 15540 | 153,842 | 2,390,698,433 |
Lámina Drywall Superboard 8mm x 2440mm x 1220mm | 11572.638 | 83,900 | 970,944,328 |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 77.7 | 135,750 | 10,547,775 |
Tornillos autoroscantes de 6 X 1" para dry wall punta broca | 4195.8 | 32,100 | 134,685,180 |
Perfil canal estructural para lámina fibrocemento en sistemas livianos (89 mm) 2.44 m | 12742.8 | 25,500 | 324,941,400 |
Cuadrilla de carpintería por hora | 1294.482 | 38,130 | 49,357,977 |
Cuadrilla de carpintería por hora | 12949.482 | 38,130 | 493,757,533 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 77700 | 5,200 | 404,040,000 |
Transporte 1 tonelada x 1 kilómetro | 621.6 | 3,900 | 2,424,240 |
Valor Adicional: | 2,390,698,433 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 15600 | 178,966 | 2,791,873,692 |
Agua para la obra 1 litro | 54600 | 36 | 1,987,440 |
Pegacor max, 25 Kg, porcelanato | 3900 | 85,500 | 333,450,000 |
Porcelanato sellado Beige x 1 m2 | 15600 | 135,900 | 2,120,040,000 |
Cuadrilla de albañileria x 1 Hora | 12480 | 24,504 | 305,814,775 |
Cuadrilla de albañileria x 1 Hora | 1248 | 24,504 | 30,581,477 |
Ascensor 8 personas | 6 | 99,900,000 | 599,400,000 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 30300 | 12,828 | 388,694,460 |
Intervinil 5 galones, vinilo tipo 2 | 303 | 230,000 | 69,690,000 |
Cuadrilla de pintura x 1 hora | 666.6 | 38,563 | 25,705,969 |
Cuadrilla de pintura x 1 hora | 6666 | 38,563 | 257,059,691 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 6060 | 5,200 | 31,512,000 |
Transporte 1 tonelada x 1 kilómetro | 1212 | 3,900 | 4,726,800 |
Geomembrana Instalación x 1 m2 | 9000 | 13,477 | 121,296,726 |
Cuadrilla de albañileria x 1 Hora | 450 | 24,504 | 11,026,975 |
Cuadrilla de albañileria x 1 Hora | 4500 | 24,504 | 110,269,751 |
Cepillera Attica | 300 | 28,850 | 8,655,000 |
Espejo de 2mm de espesor *1 m2 | 600 | 93,700 | 56,220,000 |
Argolla toalla attica | 300 | 36,250 | 10,875,000 |
Vidrio incoloro de 4 mm de espesor, suministro e instalación x 1 m2 | 37950 | 141,747 | 5,379,285,265 |
Vidrio incoloro de 5 mm de espesor x 1 m2 | 37950 | 130,000 | 4,933,500,000 |
Silicona transparente con fungicida 11 Onzas | 3453.45 | 39,050 | 134,857,223 |
Cuadrilla de albañileria x 1 Hora | 9487.5 | 24,504 | 232,485,391 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 13946.625 | 5,200 | 72,522,450 |
Transporte 1 tonelada x 1 kilómetro | 1518 | 3,900 | 5,920,200 |
Valor Adicional: | 9,356,300,143 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 30 | 140,813 | 4,224,402 |
Cascarilla de arroz x bulto 45 Kg | 7.5 | 155,000 | 1,162,500 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 2.25 | 91,000 | 204,750 |
Plántula aguacate | 30 | 33,250 | 997,500 |
Tierra negra abonada x 1 m3 | 6 | 235,000 | 1,410,000 |
Pala redonda No. 4 mango plástico | 0.15 | 63,000 | 9,450 |
Cuadrilla de instalaciones x 1 Hora | 15 | 26,955 | 404,322 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 6 | 5,200 | 31,200 |
Transporte 1 tonelada x 1 kilómetro | 1.2 | 3,900 | 4,680 |
Valor Adicional: | 4,224,402 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 942432000 | 1 | 942,432,000 |
Valor Adicional: | 942,432,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 471432000 | 1 | 471,432,000 |
Valor Adicional: | 471,432,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 942432000 | 1 | 942,432,000 |
Valor Adicional: | 942,432,000 |
| USD$13.59 |
| USD$21.57 |
| USD$3,623.04 |
| USD$0.00 |
| USD$27.63 |
| USD$20.40 |
| USD$3,779.10 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, base | 9 | 1,300,000 | 11,700,000 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 600 | 5,200 | 3,120,000 |
Salario mínimo mensual vigente, base | 2.4 | 1,300,000 | 3,120,000 |
Valor Adicional: | 14,820,000 |
| USD$11.91 |
| USD$22.72 |
| USD$9.32 |
| USD$25.86 |
| USD$46.89 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 0.04 | 135,750 | 5,430 |
| 0.68 | 0 | 0 |
Vinilo , Viniltex 5 galones | 0.02 | 364,000 | 7,280 |
Angulo 6m x 25 mm x 2.5mm | 0.84 | 22,700 | 19,068 |
Vigueta 1-1/2" x 3/4" x 0.38 mm x 2.44 m | 1.3 | 4,550 | 5,915 |
Valor Adicional: | 37,693 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.735 | 5,200 | 3,822 |
Salario mínimo mensual vigente, base | 0.00294 | 1,300,000 | 3,822 |
Transporte 1 tonelada x 1 kilómetro | 0.08 | 3,900 | 312 |
Salario mínimo mensual vigente, base | 0.00024 | 1,300,000 | 312 |
Valor Adicional: | 4,134 |
| USD$18.67 |
| USD$10.84 |
| USD$9.05 |
| USD$23.97 |
| USD$3,876.00 |
| USD$72.60 |
| USD$765.00 |
| USD$3.83 |
| USD$24.67 |
| USD$0.00 |
| USD$250.21 |
| USD$53.47 |
| USD$0.00 |
| USD$12.38 |
| USD$19.61 |
| USD$7.84 |
| USD$21.61 |
| USD$10.20 |
| USD$10.20 |
| USD$31.24 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Oficial de construcción x hora | 5 | 15,397 | 76,983 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0355 | 2,168,530 | 76,983 |
Ayudante de construcción x 1 hora | 5 | 9,108 | 45,539 |
Salario mínimo mensual vigente, incluyendo complementos | 0.021 | 2,168,530 | 45,539 |
Valor Adicional: | 122,522 |
| USD$20.40 |
| USD$20.40 |
| USD$8.68 |
| USD$20.54 |
| USD$20.40 |
| USD$74.72 |
| USD$178.45 |
| USD$33.89 |
| USD$10.02 |
| USD$21.61 |
| USD$1,453.50 |
| USD$289.28 |
| USD$30.22 |
| USD$32.39 |
| USD$0.00 |
| USD$20.40 |
| USD$10.88 |
| USD$23.10 |
| USD$1,864.56 |
| USD$22.26 |
| USD$0.00 |
| USD$77.11 |
| USD$13.69 |
| USD$166.13 |
| USD$9,945.00 |
| USD$30.09 |
| USD$0.00 |
| USD$13.67 |
| USD$0.00 |
| USD$80.02 |
| USD$40.80 |
| USD$19.34 |
| USD$318.24 |
| USD$56.61 |
| USD$66.25 |
| USD$78.34 |
| USD$0.86 |
| USD$214.89 |
| USD$16.72 |
| USD$63.62 |
| USD$58.14 |
| USD$7.99 |
| USD$41.82 |
| USD$21.55 |
| USD$370.77 |
| USD$139.23 |
| USD$100.90 |
| USD$78.57 |
| USD$10,151.55 |
| USD$613.87 |
| USD$24.05 |
| USD$26.52 |
| USD$33.15 |
| USD$5.70 |
| USD$159.12 |
| USD$144.59 |
| USD$6.52 |
| USD$39.27 |
| USD$7.96 |
| USD$6.98 |
| USD$37.74 |
| USD$178.98 |
| USD$14.03 |
| USD$0.00 |
| USD$31.11 |
| USD$1,292.85 |
| USD$11.65 |
| USD$5,852.25 |
| USD$10.63 |
| USD$62.73 |
| USD$90.37 |
| USD$7.57 |
| USD$19.34 |
| USD$109.40 |
| USD$126.12 |
| USD$50.44 |
| USD$8.95 |
| USD$5.67 |
| USD$7.14 |
| USD$8.84 |
| USD$10.97 |
| USD$23.14 |
| USD$25.50 |
| USD$25.50 |
| USD$36.38 |
| USD$19.33 |
| USD$8.06 |
| USD$40.80 |
| USD$10.71 |
| USD$65.54 |
| USD$1,226.55 |
| USD$10.46 |
| USD$149.18 |
| USD$8,847.60 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 16 | 2,168,530 | 34,696,480 |
Salario mínimo mensual vigente, base | 16 | 1,300,000 | 20,800,000 |
Salario mínimo mensual vigente, base | 1.9936 | 1,300,000 | 2,591,680 |
Salario mínimo mensual vigente, base | 1.92 | 1,300,000 | 2,496,000 |
Salario mínimo mensual vigente, base | 1.36 | 1,300,000 | 1,768,000 |
Salario mínimo mensual vigente, base | 1.44 | 1,300,000 | 1,872,000 |
Salario mínimo mensual vigente, base | 1.3328 | 1,300,000 | 1,732,640 |
Salario mínimo mensual vigente, base | 0.16 | 1,300,000 | 208,000 |
Salario mínimo mensual vigente, base | 0.0832 | 1,300,000 | 108,160 |
Salario mínimo mensual vigente, base | 1.3328 | 1,300,000 | 1,732,640 |
Salario mínimo mensual vigente, base | 0.6672 | 1,300,000 | 867,360 |
Salario mínimo mensual vigente, base | 0.4 | 1,300,000 | 520,000 |
Valor Adicional: | 34,696,480 |
| USD$6.53 |
| USD$67.32 |
| USD$29.52 |
| USD$348.35 |
| USD$6,406.88 |
| USD$38.48 |
| USD$17.95 |
| USD$40.11 |
| USD$54.25 |
| USD$119.34 |
| USD$22.44 |
| USD$17.94 |
| USD$377.40 |
| USD$46.36 |
| USD$10.94 |
| USD$17.85 |
| USD$21.68 |
| USD$78.53 |
| USD$61.12 |
| USD$37.52 |
| USD$2,268.74 |
| USD$119.34 |
| USD$174.65 |
| USD$12.29 |
| USD$487.05 |
| USD$79.56 |
| USD$37.45 |
| USD$14.03 |
| USD$39.78 |
| USD$82.88 |
| USD$98.43 |
| USD$30.60 |
| USD$36.87 |
| USD$38.25 |
| USD$48.96 |
| USD$63.57 |
| USD$22.31 |
| USD$4,838.88 |
| USD$180.37 |
| USD$133.11 |
| USD$53.03 |
| USD$6.72 |
| USD$19.23 |
| USD$1,105.95 |
| USD$38.00 |
| USD$407.95 |
| USD$153.00 |
| USD$11.22 |
| USD$548.15 |
| USD$26.85 |
| USD$106.95 |
| USD$98.18 |
| USD$20.40 |
| USD$26.98 |
| USD$8.70 |
| USD$56.87 |
| USD$68.07 |
| USD$21.84 |
| USD$58.22 |
| USD$41.59 |
| USD$38.48 |
| USD$137.70 |
| USD$45.57 |
| USD$278.94 |
| USD$79.28 |
| USD$24.86 |
| USD$7.05 |
| USD$14.88 |
| USD$838.40 |
| USD$6.63 |
| USD$29.58 |
| USD$122.16 |
| USD$133.72 |
| USD$107.10 |
| USD$177.99 |
| USD$15.40 |
| USD$27.26 |
| USD$88.74 |
| USD$224.15 |
| USD$15,483.30 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 28 | 2,168,530 | 60,718,840 |
Salario mínimo mensual vigente, base | 28 | 1,300,000 | 36,400,000 |
Salario mínimo mensual vigente, base | 3.4888 | 1,300,000 | 4,535,440 |
Salario mínimo mensual vigente, base | 3.36 | 1,300,000 | 4,368,000 |
Salario mínimo mensual vigente, base | 2.38 | 1,300,000 | 3,094,000 |
Salario mínimo mensual vigente, base | 2.52 | 1,300,000 | 3,276,000 |
Salario mínimo mensual vigente, base | 2.3324 | 1,300,000 | 3,032,120 |
Salario mínimo mensual vigente, base | 0.28 | 1,300,000 | 364,000 |
Salario mínimo mensual vigente, base | 0.1456 | 1,300,000 | 189,280 |
Salario mínimo mensual vigente, base | 2.3324 | 1,300,000 | 3,032,120 |
Salario mínimo mensual vigente, base | 1.1676 | 1,300,000 | 1,517,880 |
Salario mínimo mensual vigente, base | 0.7 | 1,300,000 | 910,000 |
Valor Adicional: | 60,718,840 |
| USD$5.65 |
| USD$12.75 |
| USD$2,209.78 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 200 | 43,329 | 8,665,800 |
Salario mínimo mensual vigente, base | 6.666 | 1,300,000 | 8,665,800 |
Valor Adicional: | 8,665,800 |
| USD$13.20 |
| USD$77.42 |
| USD$74.59 |
| USD$38.25 |
| USD$145.86 |
| USD$7.14 |
| USD$98.18 |
| USD$440.64 |
| USD$62.09 |
| USD$27.49 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Oficial de construcción x hora | 4.4 | 15,397 | 67,745 |
Salario mínimo mensual vigente, incluyendo complementos | 0.03124 | 2,168,530 | 67,745 |
Ayudante de construcción x 1 hora | 4.4 | 9,108 | 40,074 |
Salario mínimo mensual vigente, incluyendo complementos | 0.01848 | 2,168,530 | 40,074 |
Valor Adicional: | 107,819 |
| USD$288.41 |
| USD$6.63 |
| USD$109.40 |
| USD$28.37 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 0.0513 | 2,168,530 | 111,246 |
Salario mínimo mensual vigente, base | 0.0513 | 1,300,000 | 66,690 |
Salario mínimo mensual vigente, base | 0.00639198 | 1,300,000 | 8,310 |
Salario mínimo mensual vigente, base | 0.006156 | 1,300,000 | 8,003 |
Salario mínimo mensual vigente, base | 0.0043605 | 1,300,000 | 5,669 |
Salario mínimo mensual vigente, base | 0.004617 | 1,300,000 | 6,002 |
Salario mínimo mensual vigente, base | 0.00427329 | 1,300,000 | 5,555 |
Salario mínimo mensual vigente, base | 0.000513 | 1,300,000 | 667 |
Salario mínimo mensual vigente, base | 0.00026676 | 1,300,000 | 347 |
Salario mínimo mensual vigente, base | 0.00427329 | 1,300,000 | 5,555 |
Salario mínimo mensual vigente, base | 0.00213921 | 1,300,000 | 2,781 |
Salario mínimo mensual vigente, base | 0.0012825 | 1,300,000 | 1,667 |
Valor Adicional: | 111,246 |
| USD$41.26 |
| USD$63.38 |
| USD$109.40 |
| USD$19.10 |
| USD$250.41 |
| USD$68.85 |
| USD$31.38 |
| USD$201.45 |
| USD$63.75 |
| USD$109.40 |
| USD$255.84 |
| USD$23.21 |
| USD$17.26 |
| USD$45.19 |
| USD$198.90 |
| USD$10.85 |
| USD$19.89 |
| USD$50.75 |
| USD$228.99 |
| USD$89.07 |
| USD$17.71 |
| USD$109.40 |
| USD$15.30 |
| USD$9.29 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 0.0168 | 2,168,530 | 36,431 |
Salario mínimo mensual vigente, base | 0.0168 | 1,300,000 | 21,840 |
Salario mínimo mensual vigente, base | 0.00209328 | 1,300,000 | 2,721 |
Salario mínimo mensual vigente, base | 0.002016 | 1,300,000 | 2,621 |
Salario mínimo mensual vigente, base | 0.001428 | 1,300,000 | 1,856 |
Salario mínimo mensual vigente, base | 0.001512 | 1,300,000 | 1,966 |
Salario mínimo mensual vigente, base | 0.00139944 | 1,300,000 | 1,819 |
Salario mínimo mensual vigente, base | 0.000168 | 1,300,000 | 218 |
Salario mínimo mensual vigente, base | 8.736E-5 | 1,300,000 | 114 |
Salario mínimo mensual vigente, base | 0.00139944 | 1,300,000 | 1,819 |
Salario mínimo mensual vigente, base | 0.00070056 | 1,300,000 | 911 |
Salario mínimo mensual vigente, base | 0.00042 | 1,300,000 | 546 |
Valor Adicional: | 36,431 |
| USD$29.50 |
| USD$2.78 |
| USD$149.18 |
| USD$66.59 |
| USD$99.45 |
| USD$75.99 |
| USD$185.64 |
| USD$145.86 |
| USD$124.31 |
| USD$16.58 |
| USD$21.27 |
| USD$248.63 |
| USD$172.89 |
| USD$21.04 |
| USD$700.93 |
| USD$46.01 |
| USD$7.78 |
| USD$21.04 |
| USD$18.91 |
| USD$185.64 |
| USD$761.18 |
| USD$2,156.73 |
| USD$11.14 |
| USD$29.25 |
| USD$40.26 |
| USD$30.49 |
| USD$145.86 |
| USD$26.52 |
| USD$29.53 |
| USD$22.82 |
| USD$15.43 |
| USD$13.63 |
| USD$12.14 |
| USD$4,248.75 |
| USD$99.45 |
| USD$58.27 |
| USD$4.97 |
| USD$14.46 |
| USD$15.81 |
| USD$948,600.00 |
| USD$10.71 |
| USD$18.62 |
| USD$182.48 |
| USD$8.17 |
| USD$1,821.72 |
| USD$2,008.13 |
| USD$10.56 |
| USD$535.50 |
| USD$12.09 |
| USD$142.80 |
| USD$205.79 |
| USD$55.54 |
| USD$113.99 |
| USD$33.92 |
| USD$22.87 |
| USD$210.60 |
| USD$36.80 |
| USD$14.15 |
| USD$165.75 |
| USD$64.26 |
| USD$509.97 |
| USD$137.19 |
| USD$215.73 |
| USD$13.49 |
| USD$17.64 |
| USD$140.25 |
| USD$306,000.00 |
| USD$396.49 |
| USD$17.14 |
| USD$61.12 |
| USD$602,388.80 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 105000 | 12,913 | 1,355,865,000 |
Soldador mano de obra x hora | 26250 | 16,640 | 436,800,000 |
Salario mínimo mensual vigente, base | 336 | 1,300,000 | 436,800,000 |
Valor Adicional: | 1,792,665,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 45 | 533,055 | 23,987,487 |
Arena lavada de río 1 m3 | 26.46 | 95,019 | 2,514,203 |
Cemento 1 Kg | 16537.5 | 798 | 13,196,925 |
Triturado de 3/4" x 1 m3 | 39.69 | 150,500 | 5,973,345 |
Agua para la obra 1 litro | 8977.5 | 36 | 326,781 |
Mezcladora 1 bulto, alquiler x hora | 21.6 | 7,150 | 154,440 |
Cuadrilla 7 (8 obreros) x jornal | 3.15 | 578,347 | 1,821,793 |
Acero G-60 x 1 Kg | 39000 | 5,200 | 202,800,000 |
Valor Adicional: | 226,787,487 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 600 | 10,038 | 6,022,587 |
Cuerda de Nylon 100 m x 0,50 mm | 30 | 50,900 | 1,527,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 300 | 6,100 | 1,830,000 |
| 6 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 9.84 | 24,504 | 241,123 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 98.94 | 24,504 | 2,424,464 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 3 | 4,147,000 | 12,441,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 9 | 650,000 | 5,850,000 |
Ensayo SPT | 3 | 247,000 | 741,000 |
Informe Geotécnico y recomendaciones de construcción | 3 | 1,950,000 | 5,850,000 |
Valor Adicional: | 18,463,587 |
| USD$191.25 |
| USD$861.90 |
| USD$3.65 |
| USD$16.12 |
| USD$280.50 |
| USD$14.50 |
| USD$35.43 |
| USD$25.55 |
| USD$149.18 |
| USD$103.96 |
| USD$109.05 |
| USD$172.81 |
| USD$22.57 |
| USD$150.45 |
| USD$11.14 |
| USD$17.40 |
| USD$14.50 |
| USD$84.24 |
| USD$59.29 |
| USD$25.87 |
| USD$30.52 |
| USD$2,723.40 |
| USD$67.39 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 1.2 | 20,300 | 24,360 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 0.3 | 30,700 | 9,210 |
Codo PVC 90° presión de 1/2" x 10 unidades | 0.6 | 45,000 | 27,000 |
Soldadura para PVC 1/4 de galón | 0.24 | 53,500 | 12,840 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 0.09 | 77,000 | 6,930 |
Valor Adicional: | 80,340 |
| USD$25.25 |
| USD$62.48 |
| USD$1.76 |
| USD$133.62 |
| USD$0.00 |
| USD$49.73 |
| USD$27.27 |
| USD$750.08 |
| USD$13,260.00 |
| USD$7,796.88 |
| USD$32.39 |
| USD$17.40 |
| USD$57.38 |
| USD$120.11 |
| USD$14.50 |
| USD$4.09 |
| USD$29.71 |
| USD$57.38 |
| USD$0.00 |
| USD$17.40 |
| USD$1.19 |
| USD$40.51 |
| USD$42.46 |
| USD$31.52 |
| USD$688.50 |
| USD$41.77 |
| USD$49.98 |
| USD$22.95 |
| USD$3.83 |
| USD$43.35 |
| USD$96.90 |
| USD$163.71 |
| USD$1,529.96 |
| USD$9,307.50 |
| USD$2,361.75 |
| USD$20.40 |
| USD$2.52 |
| USD$7.62 |
| USD$12,997.35 |
| USD$27.37 |
| USD$8,842.71 |
| USD$2.52 |
| USD$0.00 |
| USD$642.30 |
| USD$64.26 |
| USD$23,692.87 |
| USD$40.80 |
| USD$10.20 |
| USD$12.75 |
| USD$28.31 |
| USD$6.41 |
| USD$20.40 |
| USD$13.62 |
| USD$26,520.00 |
| USD$3,267.32 |
| USD$40.80 |
| USD$122.40 |
| USD$166.21 |
| USD$27,880.50 |
| USD$7.65 |
| USD$16.50 |
| USD$85.83 |
| USD$171.36 |
| USD$2.56 |
| USD$145.81 |
| USD$30.60 |
| USD$223.01 |
| USD$0.02 |
| USD$66.30 |
| USD$10.20 |
| USD$9.24 |
| USD$7.65 |
| USD$410.04 |
| USD$8.71 |
| USD$176.88 |
| USD$6.41 |
| USD$10.20 |
| USD$22.87 |
| USD$879.75 |
| USD$45.85 |
| USD$249.90 |
| USD$18.37 |
| USD$20.40 |
| USD$6.16 |
| USD$9.23 |
| USD$222.11 |
| USD$9.59 |
| USD$6.83 |
| USD$239.14 |
| USD$51.00 |
| USD$31.67 |
| USD$15.90 |
| USD$26.52 |
| USD$59.85 |
| USD$790.50 |
| USD$8.31 |
| USD$15.58 |
| USD$45.57 |
| USD$253.47 |
| USD$135.86 |
| USD$966.45 |
| USD$159.63 |
| USD$11.60 |
| USD$803.25 |
| USD$8.38 |
| USD$15.33 |
| USD$169.83 |
| USD$16.83 |
| USD$7.37 |
| USD$36.41 |
| USD$22.12 |
| USD$36.39 |
| USD$8.06 |
| USD$943.50 |
| USD$991.02 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Apartamento nuevo en edificio de 10 plantas, Precio por 1 m2 | 2 | 1,943,176 | 3,886,351 |
Edificio nuevo con 10 plantas y 8165 m2 presupuesto de construcción | 0.00029936038 | 12,982,183,820 | 3,886,351 |
Valor Adicional: | 3,886,351 |
| USD$1.07 |
| USD$9.13 |
| USD$35.70 |
| USD$1,147.50 |
| USD$48.28 |
| USD$169.18 |
| USD$25.09 |
| USD$290.70 |
| USD$599.40 |
| USD$130.56 |
| USD$26.19 |
| USD$28.71 |
| USD$72.51 |
| USD$243.08 |
| USD$18.62 |
| USD$107.10 |
| USD$22.90 |
| USD$39.37 |
| USD$290.70 |
| USD$267.75 |
| USD$320.99 |
| USD$44.63 |
| 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$450.69 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 1.764 | 95,019 | 167,614 |
Arena lavada de río 6 m3 | 0.2940588 | 570,000 | 167,614 |
Cemento 1 Kg | 1102.5 | 798 | 879,795 |
Cemento, bulto de 50 Kg | 22.05 | 39,900 | 879,795 |
Triturado de 3/4" x 1 m3 | 2.646 | 150,500 | 398,223 |
Grava 3/4" x 6 m3 | 0.44100000882 | 903,000 | 398,223 |
Agua para la obra 1 litro | 598.5 | 36 | 21,785 |
Salario mínimo mensual vigente, base | 0.016758 | 1,300,000 | 21,785 |
Valor Adicional: | 1,467,417 |
| USD$7.14 |
| USD$95.88 |
| USD$94.35 |
| USD$77.29 |
| USD$13.18 |
| USD$26.52 |
| USD$14.39 |
| USD$15.30 |
| USD$30.42 |
| USD$6.81 |
| USD$16.43 |
| USD$33.84 |
| USD$554.37 |
| USD$197.73 |
| USD$56.00 |
| USD$22.66 |
| USD$1,683.00 |
| USD$73.08 |
| USD$76.45 |
| USD$193.80 |
| USD$21.42 |
| USD$104.45 |
| USD$6.02 |
| USD$150.96 |
| USD$1,162.77 |
| USD$1,989.00 |
| USD$22.95 |
| USD$3,416.81 |
| USD$22.19 |
| USD$29.38 |
| USD$25.25 |
| USD$3,069.69 |
| USD$8.19 |
| USD$4,279.89 |
| USD$41.03 |
| USD$26.52 |
| USD$13.83 |
| USD$39.78 |
| USD$82.45 |
| USD$26.90 |
| USD$11.40 |
| USD$49,287.58 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 103.16 | 533,055 | 54,989,981 |
Arena lavada de río 1 m3 | 60.65808 | 95,019 | 5,763,670 |
Cemento 1 Kg | 37911.3 | 798 | 30,253,217 |
Triturado de 3/4" x 1 m3 | 90.98712 | 150,500 | 13,693,562 |
Agua para la obra 1 litro | 20580.42 | 36 | 749,127 |
Mezcladora 1 bulto, alquiler x hora | 49.5168 | 7,150 | 354,045 |
Cuadrilla 7 (8 obreros) x jornal | 7.2212 | 578,347 | 4,176,359 |
Acero G-60 x 1 Kg | 4340 | 5,200 | 22,568,000 |
Cuadrilla de albañileria x 1 Hora | 1600 | 24,504 | 39,207,022 |
Oficial de construcción x hora | 1600 | 15,397 | 24,634,501 |
Ayudante de construcción x 1 hora | 1600 | 9,108 | 14,572,522 |
Valor Adicional: | 116,765,003 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 10 | 533,055 | 5,330,553 |
Arena lavada de río 1 m3 | 5.88 | 95,019 | 558,712 |
Cemento 1 Kg | 3675 | 798 | 2,932,650 |
Triturado de 3/4" x 1 m3 | 8.82 | 150,500 | 1,327,410 |
Agua para la obra 1 litro | 1995 | 36 | 72,618 |
Mezcladora 1 bulto, alquiler x hora | 4.8 | 7,150 | 34,320 |
Cuadrilla 7 (8 obreros) x jornal | 0.7 | 578,347 | 404,843 |
Acero G-60 x 1 Kg | 2600 | 5,200 | 13,520,000 |
Valor Adicional: | 18,850,553 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 400 | 10,038 | 4,015,058 |
Cuerda de Nylon 100 m x 0,50 mm | 20 | 50,900 | 1,018,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 200 | 6,100 | 1,220,000 |
| 4 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 6.56 | 24,504 | 160,749 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 65.96 | 24,504 | 1,616,309 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 2 | 4,147,000 | 8,294,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 6 | 650,000 | 3,900,000 |
Ensayo SPT | 2 | 247,000 | 494,000 |
Informe Geotécnico y recomendaciones de construcción | 2 | 1,950,000 | 3,900,000 |
Valor Adicional: | 12,309,058 |
| USD$769.97 |
| USD$15.40 |
| USD$331.50 |
| USD$96.90 |
| USD$15.07 |
| USD$19.05 |
| USD$2,165.94 |
| USD$117.81 |
| USD$132.60 |
| USD$19.84 |
| USD$1,020.00 |
| USD$508.65 |
| USD$23.21 |
| USD$7.65 |
| USD$18.02 |
| USD$132.09 |
| USD$42.79 |
| USD$254.86 |
| USD$32.18 |
| USD$61.25 |
| USD$99.60 |
| USD$996.41 |
| USD$513.80 |
| USD$15.07 |
| USD$23.13 |
| USD$155.22 |
| USD$20.91 |
| USD$119.85 |
| USD$17.60 |
| USD$527.85 |
| USD$22.44 |
| USD$19.13 |
| USD$40.24 |
| USD$111.03 |
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 | 300 | 798 | 239,400 |
Cemento, bulto de 50 Kg | 6 | 39,900 | 239,400 |
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: | 386,711 |
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$5.15 |
| USD$125.51 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Agua para la obra 1 litro | 179 | 36 | 6,516 |
Salario mínimo mensual vigente, base | 0.005012 | 1,300,000 | 6,516 |
Arena lavada de río 1 m3 | 0.756 | 95,019 | 71,834 |
Arena lavada de río 6 m3 | 0.1260252 | 570,000 | 71,834 |
Cemento 1 Kg | 315 | 798 | 251,370 |
Cemento, bulto de 50 Kg | 6.3 | 39,900 | 251,370 |
Triturado de 3/4" x 1 m3 | 0.756 | 150,500 | 113,778 |
Grava 3/4" x 6 m3 | 0.12600000252 | 903,000 | 113,778 |
Valor Adicional: | 443,498 |
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$1,012.29 |
| USD$0.00 |
| USD$502.35 |
| USD$637.50 |
| USD$1,091.40 |
| USD$7.99 |
| USD$3.83 |
| USD$113.22 |
| USD$1,070.36 |
| USD$26.32 |
| USD$227.46 |
| USD$19.13 |
| USD$27.34 |
| USD$6,120.00 |
| USD$146.14 |
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 | 472.5 | 798 | 377,055 |
Cemento, bulto de 50 Kg | 9.45 | 39,900 | 377,055 |
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: | 524,366 |
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$10.10 |
| USD$50.69 |
| USD$8.67 |
| USD$101.75 |
| USD$101.83 |
| USD$841.50 |
| USD$6.20 |
| USD$9.89 |
| USD$20.40 |
| USD$44.31 |
| USD$47.15 |
| USD$0.00 |
| USD$39.78 |
| USD$18.77 |
| USD$37.71 |
| USD$17.94 |
| USD$803.25 |
| USD$1,524.90 |
| USD$9.95 |
| USD$109.40 |
| USD$12.75 |
| USD$0.79 |
| USD$11.07 |
| USD$0.00 |
| USD$37.33 |
| USD$12.75 |
| USD$59.67 |
| USD$127.50 |
| USD$22.62 |
| USD$30.80 |
| USD$63.69 |
| USD$23.13 |
| USD$1,326.00 |
| USD$0.38 |
| USD$78.80 |
| USD$508.98 |
| USD$56.10 |
| USD$1,128.12 |
| USD$131.35 |
| USD$110,718.58 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Edificio nuevo de 30 plantas y 24495 m2, presupuesto de construcción | 0.0134721372 | 32,228,777,596 | 434,190,514 |
Terreno, predio, lote precio por 1m2 | 86.22167808 | 1,000,000 | 86,221,678 |
Levantamiento topográfico hasta 1,000 m2 | 0.067360686 | 2,600,000 | 175,138 |
Replanteo Arquitectónico X 1 m2 | 330.000000714 | 10,038 | 3,312,423 |
Diseño arquitectónico de edificios x 1 m2 | 330.000000714 | 14,000 | 4,620,000 |
Estudio de suelos y geotecnia desde | 0.134721372 | 4,147,000 | 558,690 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 330.000000714 | 24,700 | 8,151,000 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 330.000000714 | 6,760 | 2,230,800 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 330.000000714 | 16,000 | 5,280,000 |
Excavación mecánica en conglomerado x 1 m3 | 284.8548689568 | 4,551 | 1,296,446 |
Piloteadora, alquiler por Hora | 1.077770976 | 390,000 | 420,331 |
Acero G-60 x 1 Kg | 16588.282950772 | 5,200 | 86,259,071 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 86.1004288452 | 533,055 | 45,896,287 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 13.4721372 | 854,441 | 11,511,143 |
Kit Mueble para baño + lavamanos | 4.849969392 | 484,450 | 2,349,568 |
Punto agua fria PVC 1/2" | 29.099816352 | 44,047 | 1,281,745 |
Tubo 1" x 6 m RDE 13.5 | 24.24984696 | 63,000 | 1,527,740 |
Sanitario suministro e instalación | 4.849969392 | 1,077,612 | 5,226,384 |
Punto desagüe sanitario pvc 4" | 24.24984696 | 68,312 | 1,656,557 |
Caja de inspección y distribución | 6.466625856 | 207,000 | 1,338,592 |
Tubería PVC sanitaria 4" | 16.16656464 | 156,100 | 2,523,601 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 1.616656464 | 23,113 | 37,365 |
Interruptor sencillo cuatro vías. Suministro e instalación | 53.349663312 | 23,313 | 1,243,729 |
Panel de 80W para sistema de energía solar | 6.466625856 | 920,900 | 5,955,116 |
Inversor de voltaje 300W | 1.616656464 | 297,050 | 480,228 |
Caja de control sistema de energía solar | 1.616656464 | 1,018,750 | 1,646,969 |
Batería estacionaria 90 Amperios para sistema energía solar | 6.466625856 | 731,600 | 4,730,983 |
Tablero trifásico con puerta de 24 circuitos | 1.616656464 | 321,000 | 518,947 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 6.466625856 | 395,000 | 2,554,317 |
Muro drywall doble cara x 1 m2 | 209.357012088 | 153,842 | 32,207,817 |
Ascensor 8 personas | 0.0808328232 | 99,900,000 | 8,075,199 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 407.5321503 | 12,828 | 5,227,904 |
Geomembrana Instalación x 1 m2 | 274.83159888 | 13,477 | 3,704,019 |
Cepillera Attica | 4.04164116 | 28,850 | 116,601 |
Espejo de 2mm de espesor *1 m2 | 8.08328232 | 93,700 | 757,404 |
Argolla toalla attica | 4.04164116 | 36,250 | 146,509 |
Aguacate, Suministro y siembra de 1 (una) plántula | 5.38885488 | 140,813 | 758,823 |
Administración | 36293937.6168 | 1 | 36,293,938 |
Imprevistos | 36293937.6168 | 1 | 36,293,938 |
Utilidad | 18154647.926604 | 1 | 18,154,648 |
Unidad Monetaria | 3448867.1232 | 1 | 3,448,867 |
Valor Adicional: | 434,190,514 |
| USD$33.15 |
| USD$204.00 |
| USD$13.90 |
| USD$15.45 |
| USD$1,239.30 |
| USD$442.44 |
| USD$37.83 |
| USD$237.79 |
| USD$413.97 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 2 | 533,055 | 1,066,111 |
Arena lavada de río 1 m3 | 1.176 | 95,019 | 111,742 |
Cemento 1 Kg | 735 | 798 | 586,530 |
Triturado de 3/4" x 1 m3 | 1.764 | 150,500 | 265,482 |
Agua para la obra 1 litro | 399 | 36 | 14,524 |
Mezcladora 1 bulto, alquiler x hora | 0.96 | 7,150 | 6,864 |
Cuadrilla 7 (8 obreros) x jornal | 0.14 | 578,347 | 80,969 |
Listón 3 x 3 cm 2,7 metros madera dimensionada | 5.92 | 10,850 | 64,232 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.3 | 155,000 | 46,500 |
Repisa 2.8 m x 0,075 m x 0.037 m | 0.72 | 10,000 | 7,200 |
| 2.62 | 0 | 0 |
Valor Adicional: | 1,184,043 |
| USD$172.89 |
| USD$331.50 |
| USD$84.86 |
| USD$48.09 |
| USD$656.37 |
| USD$14.87 |
| USD$29.39 |
| USD$87.59 |
| USD$61.12 |
| USD$1,670.25 |
| USD$39.42 |
| USD$19.05 |
| USD$12.55 |
| USD$517.63 |
| USD$48.51 |
| USD$51.64 |
| USD$24.86 |
| USD$143.78 |
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 | 420 | 798 | 335,160 |
Cemento, bulto de 50 Kg | 8.4 | 39,900 | 335,160 |
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: | 482,471 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.125 | 578,347 | 72,293 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0333375 | 2,168,530 | 72,293 |
Oficial de construcción x hora | 0.125 | 15,397 | 1,925 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0008875 | 2,168,530 | 1,925 |
Valor Adicional: | 74,218 |
| USD$11.42 |
| USD$150.20 |
| USD$7.20 |
| USD$30.51 |
| USD$14.03 |
| USD$30.73 |
| USD$1,410.58 |
| USD$40.32 |
| USD$28.10 |
| USD$805.80 |
| USD$160.03 |
| USD$39.53 |
| USD$24,480.00 |
| USD$98.51 |
| USD$188.82 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 1.5185 | 95,019 | 144,286 |
Arena lavada de río 6 m3 | 0.25313395 | 570,000 | 144,286 |
Cemento 1 Kg | 656 | 798 | 523,488 |
Cemento, bulto de 50 Kg | 13.12 | 39,900 | 523,488 |
Agua para la obra 1 litro | 328.12 | 36 | 11,944 |
Salario mínimo mensual vigente, base | 0.00918736 | 1,300,000 | 11,944 |
Valor Adicional: | 679,718 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 3.675 | 5,200 | 19,110 |
Salario mínimo mensual vigente, base | 0.0147 | 1,300,000 | 19,110 |
Transporte 1 tonelada x 1 kilómetro | 0.4 | 3,900 | 1,560 |
Salario mínimo mensual vigente, base | 0.0012 | 1,300,000 | 1,560 |
Valor Adicional: | 20,670 |
| USD$374.47 |
| USD$44.27 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.4 | 5,200 | 2,080 |
Salario mínimo mensual vigente, base | 0.0016 | 1,300,000 | 2,080 |
Transporte 1 tonelada x 1 kilómetro | 0.08 | 3,900 | 312 |
Salario mínimo mensual vigente, base | 0.00024 | 1,300,000 | 312 |
Valor Adicional: | 2,392 |
| USD$45.67 |
| USD$66.61 |
| USD$27,369.41 |
| USD$1,791.95 |
| USD$5.21 |
| USD$194.40 |
| USD$57.63 |
| USD$15.91 |
| USD$14.00 |
| USD$107.61 |
| USD$25.21 |
| USD$198.90 |
| USD$16.04 |
| USD$59.67 |
| USD$127.76 |
| USD$38.25 |
| USD$12.75 |
| USD$12.75 |
| USD$945.62 |
| USD$34.32 |
| USD$6.32 |
| USD$61.20 |
| USD$17.94 |
| USD$60.44 |
| USD$13.90 |
| USD$16.58 |
| USD$22.19 |
| USD$31.40 |
| USD$43.61 |
| USD$54.24 |
| USD$10.10 |
| USD$21.65 |
| USD$12.50 |
| USD$0.76 |
| USD$0.52 |
| USD$12.75 |
| USD$116.03 |
| USD$68.85 |
| USD$2,983.50 |
| USD$91.75 |
| USD$38.76 |
| USD$38.52 |
| USD$442.55 |
| USD$14.39 |
| USD$39.78 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 30 | 5,200 | 156,000 |
Valor Adicional: | 156,000 |
| USD$78.54 |
| USD$49.88 |
| USD$109.13 |
| USD$74.70 |
| USD$586.22 |
| USD$16.58 |
| USD$20.66 |
| USD$63.47 |
| USD$388.05 |
| USD$200,796.27 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 35000 | 12,913 | 451,955,000 |
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: | 597,555,000 |
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 | 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$5.79 |
| USD$422.99 |
| USD$43.39 |
| USD$42.13 |
| USD$25.04 |
| USD$534.74 |
| USD$1,552.03 |
| USD$33.66 |
| USD$98.34 |
| USD$3.98 |
| USD$8.64 |
| USD$50.46 |
| USD$17.65 |
| USD$60.49 |
| USD$34.94 |
| USD$27.16 |
| USD$93.59 |
| USD$50.92 |
| USD$13.52 |
| USD$56.07 |
| USD$11.60 |
| USD$41.77 |
| USD$10.20 |
| USD$3.98 |
| USD$0.00 |
| USD$140.31 |
| USD$91.80 |
| USD$11.59 |
| USD$46.64 |
| USD$20.88 |
| USD$25.47 |
| USD$331.50 |
| USD$13.52 |
| USD$33.20 |
| USD$1,335.95 |
| USD$28.05 |
| USD$77.78 |
| USD$40.84 |
| USD$30.47 |
| USD$244.72 |
| USD$198.90 |
| USD$13.35 |
| USD$33.15 |
| USD$22.27 |
| USD$192.09 |
| USD$14.92 |
| USD$73.95 |
| USD$8.84 |
| USD$42.33 |
| USD$80.99 |
| USD$130.46 |
| USD$10.49 |
| USD$49.73 |
| USD$276.47 |
| USD$2,287.35 |
| USD$18.59 |
| 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$43.27 |
| USD$22.34 |
| USD$10.20 |
| USD$77.37 |
| USD$21.32 |
| USD$888.42 |
| USD$166.35 |
| USD$555.49 |
| USD$119.34 |
| USD$44.33 |
| USD$21.88 |
| USD$17.85 |
| USD$71.68 |
| USD$28.81 |
| USD$16.58 |
| USD$49.73 |
| USD$19.89 |
| USD$54.37 |
| USD$142.42 |
| USD$26.98 |
| USD$142.80 |
| USD$17.82 |
| USD$24.74 |
| USD$7.54 |
| USD$21.83 |
| USD$75.93 |
| USD$181.27 |
| USD$8.06 |
| USD$10.02 |
| USD$17.44 |
| USD$43.58 |
| USD$66.30 |
| USD$43.61 |
| USD$20.34 |
| USD$15.24 |
| USD$40.75 |
| USD$5.98 |
| USD$196.35 |
| USD$79.65 |
| USD$91.29 |
| USD$17.47 |
| USD$4,254.17 |
| USD$30.57 |
| USD$637,444.00 |
| USD$89.31 |
| USD$8.98 |
| USD$68.34 |
| USD$49.47 |
| USD$61.58 |
| USD$1.16 |
| USD$9.95 |
| USD$120.95 |
| USD$1.59 |
| USD$21.57 |
| USD$29.45 |
| USD$88.91 |
| USD$21.57 |
| USD$10.20 |
| USD$1,633.66 |
| USD$95.63 |
| USD$92.82 |
| USD$94.30 |
| USD$244.11 |
| USD$24.74 |
| USD$175.75 |
| USD$8.86 |
| USD$16.83 |
| USD$378.68 |
| USD$18.11 |
| USD$21.57 |
| USD$11.55 |
| USD$22.27 |
| USD$9,568.58 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sikaguard 68 Blanco Brillante | 6 | 699,000 | 4,194,000 |
Sikaplan®-12 NTR | 6 | 2,990,000 | 17,940,000 |
Sikatop - Seal 107 20 kilos | 18 | 184,900 | 3,328,200 |
Geotextil no tejido NT-1800 | 0.6 | 2,422,700 | 1,453,620 |
Valor Adicional: | 26,915,820 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla de instalaciones x 1 Hora | 120 | 26,955 | 3,234,579 |
Oficial de construcción x hora | 132 | 15,397 | 2,032,346 |
Ayudante de construcción x 1 hora | 132 | 9,108 | 1,202,233 |
Valor Adicional: | 3,234,579 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 2820000 | 1 | 2,820,000 |
Valor Adicional: | 2,820,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 2820000 | 1 | 2,820,000 |
Valor Adicional: | 2,820,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 1410000 | 1 | 1,410,000 |
Valor Adicional: | 1,410,000 |
| USD$1,834.47 |
| USD$18.62 |
| USD$184.88 |
| USD$8.61 |
| USD$23.49 |
| USD$23.46 |
| USD$106.08 |
| USD$15.47 |
| USD$11.54 |
| USD$19.13 |
| USD$7.66 |
| USD$8.61 |
| USD$2.09 |
| USD$13.59 |
| USD$71.15 |
| USD$11.81 |
| USD$34.91 |
| USD$8.42 |
| USD$18.84 |
| USD$880.77 |
| USD$34.83 |
| USD$11.55 |
| USD$31.67 |
| USD$7.34 |
| USD$1,914.95 |
| USD$385.05 |
| USD$23.43 |
| USD$15.14 |
| 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$7.91 |
| USD$14.93 |
| USD$11.14 |
| USD$116.54 |
| USD$250.92 |
| USD$30.83 |
| USD$3,136.50 |
| USD$114.75 |
| USD$13.82 |
| USD$45.05 |
| USD$29.84 |
| USD$7.61 |
| USD$75.74 |
| USD$344.00 |
| USD$201.76 |
| USD$14.43 |
| USD$8.30 |
| USD$46.41 |
| USD$16.40 |
| USD$480.69 |
| USD$124.95 |
| USD$305.24 |
| USD$313.27 |
| USD$40.29 |
| USD$38.25 |
| USD$242.25 |
| USD$0.00 |
| USD$58.01 |
| USD$331.50 |
| USD$19.70 |
| USD$265.20 |
| USD$291.18 |
| USD$36.53 |
| USD$8.49 |
| USD$295.24 |
| USD$25.86 |
| USD$305.49 |
| USD$25.25 |
| USD$163.46 |
| USD$1,466.25 |
| USD$44.14 |
| USD$70.11 |
| USD$7.89 |
| USD$198.90 |
| USD$46.41 |
| USD$43.35 |
| USD$13.11 |
| USD$1,424.43 |
| USD$0.00 |
| USD$49.78 |
| USD$6.62 |
| USD$5.61 |
| USD$36.75 |
| USD$0.00 |
| USD$1,293.47 |
| USD$3.83 |
| USD$73.03 |
| USD$0.00 |
| USD$72.42 |
| USD$7.83 |
| USD$18.87 |
| USD$11.54 |
| USD$8.20 |
| USD$208.34 |
| USD$19.35 |
| USD$255.00 |
| USD$79,333.33 |
| USD$72.93 |
| USD$165.75 |
| USD$738.12 |
| USD$51.00 |
| USD$25.96 |
| USD$12.62 |
| USD$27.92 |
| USD$1,209.66 |
| USD$484.50 |
| USD$0.00 |
| USD$61.35 |
| USD$15.91 |
| USD$20.99 |
| USD$151.73 |
| USD$186.56 |
| USD$234.83 |
| USD$11.22 |
| USD$35.96 |
| USD$126.50 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 95.4 | 5,200 | 496,080 |
Valor Adicional: | 496,080 |
| USD$1,524.90 |
| USD$12.14 |
| USD$2.28 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 1.72 | 5,200 | 8,944 |
Valor Adicional: | 8,944 |
| USD$26.52 |
| USD$841.50 |
| USD$23.46 |
| USD$228.99 |
| USD$2,254.20 |
| USD$1.55 |
| USD$19.89 |
| USD$1,784.49 |
| USD$197.09 |
| USD$6.63 |
| USD$35.60 |
| USD$200.18 |
| USD$16.37 |
| USD$259.78 |
| USD$76.50 |
| USD$41.81 |
| USD$99.45 |
| USD$49.78 |
| USD$1,090.20 |
| USD$174.03 |
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 | 420 | 798 | 335,160 |
Cemento, bulto de 50 Kg | 8.4 | 39,900 | 335,160 |
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: | 482,471 |
| USD$345.02 |
| USD$561.00 |
| USD$1,568.25 |
| USD$51.51 |
| USD$89.25 |
| USD$231.54 |
| USD$47.94 |
| USD$13.97 |
| USD$8.30 |
| USD$38.25 |
| USD$23.13 |
| USD$52.26 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 0.51 | 78,000 | 39,780 |
Cuadrilla de albañileria x 1 Hora | 6 | 24,504 | 147,026 |
Oficial de construcción x hora | 6 | 15,397 | 92,379 |
Ayudante de construcción x 1 hora | 6 | 9,108 | 54,647 |
Limpiador para PVC 1/4 de galón | 0.1128 | 99,000 | 11,167 |
Soldadura para PVC DE 1/4 de Galón | 0.0939 | 74,150 | 6,963 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Valor Adicional: | 204,936 |
| USD$121.54 |
| USD$803.20 |
| USD$2,229.98 |
| USD$0.00 |
| USD$396.27 |
| USD$19.61 |
| USD$12.51 |
| USD$200.61 |
| USD$19.30 |
| USD$60.07 |
| USD$13.23 |
| USD$198.65 |
| USD$7.54 |
| USD$10.91 |
| USD$217.11 |
| USD$548.25 |
| USD$159.89 |
| USD$567.35 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Hora de ingeniero | 60 | 37,082 | 2,224,912 |
Salario mínimo mensual vigente, incluyendo complementos | 1.026 | 2,168,530 | 2,224,912 |
Valor Adicional: | 2,224,912 |
| USD$16.83 |
| USD$120.62 |
| USD$196.86 |
| USD$11.12 |
| USD$17.71 |
| USD$73.06 |
| USD$72.11 |
| USD$44.37 |
| USD$126.74 |
| USD$53.55 |
| USD$133.29 |
| USD$6.12 |
| USD$1,493.28 |
| USD$14.82 |
| USD$5.10 |
| USD$48.62 |
| USD$3,937.20 |
| USD$5.13 |
| USD$4.05 |
| USD$7.34 |
| USD$7.08 |
| USD$16,608.15 |
| USD$8.71 |
| USD$15.70 |
| USD$43.61 |
| USD$15.99 |
| USD$20.40 |
| USD$16.12 |
| USD$15.44 |
| USD$4.22 |
| USD$14.28 |
| USD$86.45 |
| USD$3.42 |
| USD$1,904.60 |
| USD$73.95 |
| USD$6.54 |
| USD$19.89 |
| USD$216.74 |
| USD$11.07 |
| USD$7.36 |
| USD$245.67 |
| USD$64.01 |
| USD$7.57 |
| USD$724.71 |
| USD$8.16 |
| USD$16.24 |
| USD$1,458.60 |
| USD$26.27 |
| USD$132.60 |
| USD$20.40 |
| USD$17.15 |
| USD$46.05 |
| USD$23.49 |
| USD$11.21 |
| USD$361.59 |
| USD$21.14 |
| USD$13.64 |
| USD$49.73 |
| USD$40.80 |
| USD$15.82 |
| USD$42.18 |
| USD$30.60 |
| USD$7.13 |
| USD$7.65 |
| USD$74.72 |
| USD$0.00 |
| USD$17.23 |
| USD$2.77 |
| USD$906.17 |
| USD$92.81 |
| USD$17.58 |
| USD$62.99 |
| USD$19.13 |
| USD$246.08 |
| USD$19.25 |
| USD$28.73 |
| USD$7.65 |
| USD$16.80 |
| USD$90.19 |
| USD$78.85 |
| USD$57.38 |
| USD$32.78 |
| USD$89.59 |
| USD$20.48 |
| USD$38.02 |
| USD$58.40 |
| USD$211.65 |
| USD$187.43 |
| USD$21.75 |
| USD$16.70 |
| USD$20.67 |
| USD$23.46 |
| USD$17.12 |
| USD$21.57 |
| USD$33.15 |
| USD$67.32 |
| USD$6,550.39 |
| USD$29.10 |
| USD$87.18 |
| USD$24.84 |
| USD$91.04 |
| USD$6.38 |
| USD$30.71 |
| USD$8.49 |
| USD$33,150.00 |
| USD$16.68 |
| USD$8.29 |
| USD$71.81 |
| USD$8.35 |
| USD$18.90 |
| USD$126.99 |
| USD$80.07 |
| USD$62.23 |
| USD$74.91 |
| USD$60.77 |
| USD$12.67 |
| USD$13.01 |
| USD$94.86 |
| USD$174.42 |
| USD$53.55 |
| USD$12.75 |
| USD$52.86 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Oficial de construcción x hora | 4 | 15,397 | 61,586 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0284 | 2,168,530 | 61,586 |
Ayudante de construcción x 1 hora | 16 | 9,108 | 145,725 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0672 | 2,168,530 | 145,725 |
Valor Adicional: | 207,311 |
| USD$122.12 |
| USD$4,806.98 |
| USD$15.26 |
| USD$23.46 |
| USD$331.50 |
| USD$9.61 |
| USD$16.09 |
| USD$25,474.50 |
| USD$80.86 |
| USD$11.14 |
| USD$7.20 |
| USD$18.16 |
| USD$19,467.72 |
| USD$17.95 |
| USD$19.07 |
| USD$484.50 |
| USD$405.45 |
| USD$9,613.96 |
| USD$54.93 |
| USD$23.03 |
| USD$59.85 |
| USD$8.67 |
| USD$22.31 |
| USD$41.57 |
| USD$67.21 |
| USD$43.68 |
| USD$355.78 |
| USD$64.77 |
| USD$24.86 |
| USD$157.88 |
| USD$337.75 |
| USD$25.39 |
| USD$83.00 |
| USD$25.86 |
| USD$34.43 |
| USD$4,323.33 |
| USD$20.07 |
| USD$9.61 |
| USD$66.30 |
| USD$39.78 |
| USD$12.50 |
| USD$151.61 |
| USD$399.33 |
| USD$8.17 |
| USD$38.99 |
| USD$7.28 |
| USD$0.46 |
| USD$10.84 |
| USD$30.92 |
| USD$21.19 |
| USD$26.52 |
| USD$9.31 |
| USD$126.80 |
| USD$2,550.00 |
| USD$7.11 |
| USD$232.05 |
| USD$14.15 |
| USD$5.79 |
| USD$12.75 |
| USD$5.94 |
| USD$29.84 |
| USD$8.06 |
| USD$8.15 |
| USD$7.29 |
| USD$6.55 |
| USD$963.14 |
| USD$39.78 |
| USD$139.23 |
| USD$23.97 |
| USD$7.17 |
| USD$14.38 |
| USD$50.75 |
| USD$3.98 |
| USD$7.79 |
| USD$26.52 |
| USD$1,250.65 |
| USD$2,572.44 |
| USD$18.23 |
| USD$23.32 |
| USD$12.14 |
| USD$36.82 |
| USD$494.70 |
| USD$0.20 |
| USD$91.09 |
| USD$609.45 |
| USD$15.80 |
| USD$36.47 |
| USD$18.23 |
| USD$18.82 |
| USD$450.84 |
| USD$47.18 |
| USD$9.13 |
| USD$179.01 |
| USD$34.96 |
| USD$31.56 |
| USD$14.93 |
| USD$8.96 |
| USD$16.09 |
| USD$8.03 |
| USD$105.95 |
| USD$14.36 |
| USD$46.42 |
| USD$8.39 |
| USD$6.43 |
| USD$20.40 |
| USD$25.50 |
| USD$38.25 |
| USD$44.93 |
| USD$39.56 |
| USD$34.00 |
| USD$79,523.68 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Levantamiento topográfico hasta 1,000 m2 | 1 | 2,600,000 | 2,600,000 |
Salario mínimo mensual vigente, base | 2 | 1,300,000 | 2,600,000 |
Replanteo Arquitectónico X 1 m2 | 209 | 10,038 | 2,097,868 |
Cuerda de Nylon 100 m x 0,50 mm | 10.45 | 50,900 | 531,905 |
Estaca de Madera Ø=0.05 L=0.60 m | 104.5 | 6,100 | 637,450 |
| 2.09 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 3.4276 | 24,504 | 83,991 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 34.4641 | 24,504 | 844,522 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de casa personalizada x 1 m2 | 209 | 28,597 | 5,976,802 |
Salario diario vigente | 137.94 | 43,329 | 5,976,802 |
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 |
Diseño estructural y memorias de cálculo para una casa | 1 | 2,903,043 | 2,903,043 |
Salario diario vigente | 67 | 43,329 | 2,903,043 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 209 | 6,760 | 1,412,840 |
Diseño hidráulico de edificio x 1 m2 | 209 | 3,380 | 706,420 |
Diseño sanitario de edificio x 1 m2, servicio | 209 | 3,380 | 706,420 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 209 | 16,000 | 3,344,000 |
Valor Adicional: | 22,481,553 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 3 | 484,450 | 1,453,350 |
Punto agua fria PVC 1/2" | 18 | 44,047 | 792,837 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 3.6 | 20,300 | 73,080 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 0.9 | 30,700 | 27,630 |
Codo PVC 90° presión de 1/2" x 10 unidades | 1.8 | 45,000 | 81,000 |
Soldadura para PVC 1/4 de galón | 0.72 | 53,500 | 38,520 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 0.27 | 77,000 | 20,790 |
Instalación carpintería metálica x 1 m2 | 23.994 | 20,907 | 501,652 |
Instalación carpintería metálica x 1 m2 | 2.3994 | 20,907 | 50,165 |
Tubo 1" x 6 m RDE 13.5 | 15 | 63,000 | 945,000 |
Valor Adicional: | 3,191,187 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 3 | 1,077,612 | 3,232,836 |
Sanitario One Piece Galio Blanco | 3 | 974,000 | 2,922,000 |
Instalación de aparatos sanitarios x unidad | 3 | 103,612 | 310,836 |
Punto desagüe sanitario pvc 4" | 15 | 68,312 | 1,024,681 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 2.55 | 78,000 | 198,900 |
Cuadrilla de albañileria x 1 Hora | 30 | 24,504 | 735,132 |
Limpiador para PVC 1/4 de galón | 0.564 | 99,000 | 55,836 |
Soldadura para PVC DE 1/4 de Galón | 0.4695 | 74,150 | 34,813 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 4 | 207,000 | 828,000 |
Tubería PVC sanitaria 4" | 10 | 156,100 | 1,561,000 |
Valor Adicional: | 6,646,517 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 1 | 23,113 | 23,113 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 0.2 | 94,000 | 18,800 |
Cuadrilla de albañileria x 1 Hora | 0.16 | 24,504 | 3,921 |
Cuadrilla de albañileria x 1 Hora | 0.016 | 24,504 | 392 |
Interruptor sencillo cuatro vías. Suministro e instalación | 33 | 23,313 | 769,321 |
Interruptor sencillo cuatro vías x 5 unidades | 6.6 | 95,000 | 627,000 |
Cuadrilla de albañileria x 1 Hora | 5.28 | 24,504 | 129,383 |
Cuadrilla de albañileria x 1 Hora | 0.528 | 24,504 | 12,938 |
Panel de 80W para sistema de energía solar | 4 | 920,900 | 3,683,600 |
Inversor de voltaje 300W | 1 | 297,050 | 297,050 |
Caja de control sistema de energía solar | 1 | 1,018,750 | 1,018,750 |
Batería estacionaria 90 Amperios para sistema energía solar | 4 | 731,600 | 2,926,400 |
Tablero trifásico con puerta de 24 circuitos | 1 | 321,000 | 321,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 4 | 395,000 | 1,580,000 |
Valor Adicional: | 10,619,234 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 6 | 492,210 | 2,953,260 |
Agua para la obra 1 litro | 1074 | 36 | 39,094 |
Arena lavada de río 1 m3 | 4.536 | 95,019 | 431,006 |
Cemento 1 Kg | 1890 | 798 | 1,508,220 |
Triturado de 3/4" x 1 m3 | 4.536 | 150,500 | 682,668 |
Mezcladora 1 bulto, alquiler x hora | 6 | 7,150 | 42,900 |
Cuadrilla 7 (8 obreros) x jornal | 0.42 | 578,347 | 242,906 |
Oficial de construcción x hora | 0.42 | 15,397 | 6,467 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 8 | 811,703 | 6,493,625 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 8 | 533,055 | 4,264,442 |
Listón 3 x 3 cm 2,7 metros madera dimensionada | 23.68 | 10,850 | 256,928 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 1.2 | 155,000 | 186,000 |
Repisa 2.8 m x 0,075 m x 0.037 m | 2.88 | 10,000 | 28,800 |
| 10.48 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 65.2 | 24,504 | 1,597,686 |
Cuadrilla de albañileria x 1 Hora | 6.52 | 24,504 | 159,769 |
Acero G-60 x 1 Kg | 600 | 5,200 | 3,120,000 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 14 | 533,055 | 7,462,774 |
Arena lavada de río 1 m3 | 8.232 | 95,019 | 782,196 |
Cemento 1 Kg | 5145 | 798 | 4,105,710 |
Triturado de 3/4" x 1 m3 | 12.348 | 150,500 | 1,858,374 |
Agua para la obra 1 litro | 2793 | 36 | 101,665 |
Mezcladora 1 bulto, alquiler x hora | 6.72 | 7,150 | 48,048 |
Cuadrilla 7 (8 obreros) x jornal | 0.98 | 578,347 | 566,780 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 2 | 854,441 | 1,708,881 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 2 | 533,055 | 1,066,111 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.02 | 155,000 | 3,100 |
Durmiente ordinario 0,04x0.04x3,00 m. | 2 | 30,000 | 60,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 2 | 32,500 | 65,000 |
Vara clavo 3m | 0.34 | 20,100 | 6,834 |
Cuadrilla de albañileria x 1 Hora | 18 | 24,504 | 441,079 |
Cuadrilla de albañileria x 1 Hora | 1.8 | 24,504 | 44,108 |
Vibrador eléctrico de aguja para concreto x hora | 3 | 7,550 | 22,650 |
Valor Adicional: | 21,738,540 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 243 | 232,618 | 56,526,152 |
Sistema, Panel x 1 m2 x 0.04 m | 255.15 | 56,500 | 14,415,975 |
Malla plana RG2 | 97.2 | 5,350 | 520,020 |
Malla RGU 80 | 121.5 | 6,500 | 789,750 |
Malla angular RG1 | 121.5 | 6,700 | 814,050 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 13.365 | 473,449 | 6,327,648 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 62.694 | 31,013 | 1,944,316 |
Cuadrilla de instalaciones x 1 Hora | 36.6444 | 26,955 | 987,743 |
Cuadrilla de instalaciones x 1 Hora | 366.444 | 26,955 | 9,877,435 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 1215 | 5,200 | 6,318,000 |
Transporte 1 tonelada x 1 kilómetro | 9.72 | 3,900 | 37,908 |
Muro panel doble cara x 1 m2 | 24.3 | 232,618 | 5,652,615 |
Muro panel doble cara x 1 m2 | 24.3 | 232,618 | 5,652,615 |
Muro panel doble cara x 1 m2 | 12.15 | 232,618 | 2,826,308 |
Muro panel doble cara x 1 m2 | 1.5552 | 232,618 | 361,767 |
Valor Adicional: | 56,526,152 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 200 | 90,690 | 18,137,983 |
Acero G-60 x 1 Kg | 1980 | 5,200 | 10,296,000 |
Pintuco Anticorrosivo rojo | 36 | 95,000 | 3,420,000 |
Soldadura eléctrica de 1/8" 32 barras x kilo | 24 | 34,650 | 831,600 |
Cuadrilla de albañileria x 1 Hora | 133.2 | 24,504 | 3,263,985 |
Cuadrilla de albañileria x 1 Hora | 13.32 | 24,504 | 326,398 |
Teja termoacustica x 1 m2, suministro e instalación | 228 | 197,948 | 45,132,209 |
Teja termoacústica 3 m x 0.78 m | 97.4472 | 393,120 | 38,308,443 |
Tornillos autoperforantes diámetro # 8, paso rosca 18, longitud 1/2" zinc hexagono metal tecks | 47.4924 | 93,400 | 4,435,790 |
Andamio Tubular estandar con tijeras alquiler por día | 11.4 | 37,300 | 425,220 |
Cuadrilla de instalaciones x 1 Hora | 5.7 | 26,955 | 153,643 |
Cuadrilla de instalaciones x 1 Hora | 57 | 26,955 | 1,536,425 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 45.6 | 5,200 | 237,120 |
Transporte 1 tonelada x 1 kilómetro | 9.12 | 3,900 | 35,568 |
Valor Adicional: | 63,270,192 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Guardaescoba en ceramica porcelanato x 1m | 86 | 23,946 | 2,059,364 |
Agua para la obra 1 litro | 129 | 36 | 4,696 |
Arena lavada de río 1 m3 | 1.29 | 95,019 | 122,575 |
Pegacor max, 25 Kg, porcelanato | 2.15 | 85,500 | 183,825 |
Porcelanato sellado Beige x 1 m2 | 8.6 | 135,900 | 1,168,740 |
Cuadrilla de albañileria x 1 Hora | 21.5 | 24,504 | 526,844 |
Cuadrilla de albañileria x 1 Hora | 2.15 | 24,504 | 52,684 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 200 | 178,966 | 35,793,252 |
Agua para la obra 1 litro | 700 | 36 | 25,480 |
Pegacor max, 25 Kg, porcelanato | 50 | 85,500 | 4,275,000 |
Porcelanato sellado Beige x 1 m2 | 200 | 135,900 | 27,180,000 |
Cuadrilla de albañileria x 1 Hora | 160 | 24,504 | 3,920,702 |
Cuadrilla de albañileria x 1 Hora | 16 | 24,504 | 392,070 |
Puerta en aluminio con vidrio templado de 6 mm a todo costo. Suministro e instalación x 1 m2 | 3.6 | 1,574,907 | 5,669,667 |
Puerta en aluminio con vidrio templado de 6 mm x 1m2 | 7.2 | 777,000 | 5,594,400 |
Instalación carpintería metálica x 1 m2 | 3.6 | 20,907 | 75,267 |
Ventana aluminio corrediza. Suministro e instalación x 1 m2 | 15 | 220,857 | 3,312,861 |
Ventana corrediza aluminio anodizado con vidrios x 1m2 | 15 | 199,950 | 2,999,250 |
Instalación carpintería metálica x 1 m2 | 15 | 20,907 | 313,611 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 340 | 12,828 | 4,361,588 |
Intervinil 5 galones, vinilo tipo 2 | 3.4 | 230,000 | 782,000 |
Cuadrilla de pintura x 1 hora | 7.48 | 38,563 | 288,450 |
Cuadrilla de pintura x 1 hora | 74.8 | 38,563 | 2,884,498 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 68 | 5,200 | 353,600 |
Transporte 1 tonelada x 1 kilómetro | 13.6 | 3,900 | 53,040 |
Geomembrana Instalación x 1 m2 | 120 | 13,477 | 1,617,290 |
Cuadrilla de albañileria x 1 Hora | 6 | 24,504 | 147,026 |
Cuadrilla de albañileria x 1 Hora | 60 | 24,504 | 1,470,263 |
Cepillera Attica | 3 | 28,850 | 86,550 |
Espejo de 2mm de espesor *1 m2 | 3 | 93,700 | 281,100 |
Argolla toalla attica | 3 | 36,250 | 108,750 |
División de baño corrediza | 3 | 550,000 | 1,650,000 |
Lavaplatos de sobreponer 2 m x 0.6m en acero inoxidable | 1 | 505,085 | 505,085 |
Puerta de triplex | 8 | 342,450 | 2,739,600 |
Cielo raso superboard pintado con viniltex o similar calidad x 1 m2 | 190 | 91,949 | 17,470,311 |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 3.8 | 135,750 | 515,850 |
| 64.6 | 0 | 0 |
Vinilo , Viniltex 5 galones | 1.9 | 364,000 | 691,600 |
Angulo 6m x 25 mm x 2.5mm | 79.8 | 22,700 | 1,811,460 |
Vigueta 1-1/2" x 3/4" x 0.38 mm x 2.44 m | 123.5 | 4,550 | 561,925 |
Cuadrilla de instalaciones x 1 Hora | 33.06 | 26,955 | 891,127 |
Cuadrilla de carpintería por hora | 330.6 | 38,130 | 12,605,619 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 69.825 | 5,200 | 363,090 |
Transporte 1 tonelada x 1 kilómetro | 7.6 | 3,900 | 29,640 |
Valor Adicional: | 75,655,417 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 10 | 140,813 | 1,408,134 |
Cascarilla de arroz x bulto 45 Kg | 2.5 | 155,000 | 387,500 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 0.75 | 91,000 | 68,250 |
Plántula aguacate | 10 | 33,250 | 332,500 |
Tierra negra abonada x 1 m3 | 2 | 235,000 | 470,000 |
Pala redonda No. 4 mango plástico | 0.05 | 63,000 | 3,150 |
Cuadrilla de instalaciones x 1 Hora | 5 | 26,955 | 134,774 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 2 | 5,200 | 10,400 |
Transporte 1 tonelada x 1 kilómetro | 0.4 | 3,900 | 1,560 |
Valor Adicional: | 1,408,134 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 16700000 | 1 | 16,700,000 |
Valor Adicional: | 16,700,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 16200000 | 1 | 16,200,000 |
Valor Adicional: | 16,200,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 16200000 | 1 | 16,200,000 |
Valor Adicional: | 16,200,000 |
| USD$10.46 |
| USD$53.55 |
| USD$10,174.50 |
| USD$99.45 |
| USD$21.98 |
| USD$140.25 |
| USD$127.47 |
| USD$841.50 |
| USD$14.87 |
| USD$10.20 |
| USD$16.14 |
| USD$34.00 |
| USD$14.17 |
| USD$34.00 |
| USD$17.65 |
| USD$17.71 |
| USD$7.66 |
| USD$38.25 |
| USD$26.04 |
| USD$29.63 |
| USD$50.92 |
| USD$5.38 |
| USD$182.22 |
| USD$11.19 |
| USD$68.21 |
| USD$36.99 |
| USD$119.77 |
| USD$32.13 |
| USD$7.19 |
| USD$145.86 |
| USD$19.02 |
| USD$42.13 |
| USD$218.11 |
| USD$64.52 |
| USD$16.52 |
| USD$9.31 |
| USD$17.85 |
| USD$688.47 |
| USD$14.79 |
| USD$175.73 |
| USD$34.31 |
| USD$21.68 |
| USD$25.50 |
| USD$586.50 |
| USD$138.95 |
| USD$0.00 |
| USD$852.15 |
| USD$25.09 |
| USD$8.06 |
| USD$17.47 |
| USD$15.47 |
| USD$7.19 |
| USD$181.31 |
| USD$36.06 |
| USD$5.18 |
| USD$33.15 |
| USD$14.61 |
| USD$1.28 |
| USD$7.51 |
| USD$24.23 |
| USD$66.30 |
| USD$24.80 |
| USD$4.46 |
| USD$255.00 |
| USD$24.74 |
| USD$7.01 |
| USD$7.01 |
| USD$10.63 |
| USD$16.68 |
| USD$128.80 |
| USD$213.18 |
| USD$43.07 |
| USD$33.92 |
| USD$924.40 |
| USD$49.73 |
| USD$5.33 |
| USD$656.88 |
| USD$32.31 |
| USD$21.73 |
| USD$35.60 |
| USD$456.35 |
| USD$12.75 |
| USD$2,973.30 |
| USD$21.68 |
| USD$78.29 |
| USD$18.86 |
| USD$72.29 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.735 | 5,200 | 3,822 |
Salario mínimo mensual vigente, base | 0.00294 | 1,300,000 | 3,822 |
Transporte 1 tonelada x 1 kilómetro | 0.08 | 3,900 | 312 |
Salario mínimo mensual vigente, base | 0.00024 | 1,300,000 | 312 |
Valor Adicional: | 4,134 |
| USD$9.18 |
| USD$90.53 |
| USD$59.98 |
| USD$11.99 |
| USD$9.00 |
| USD$19.89 |
| USD$19.56 |
| USD$91.29 |
| USD$14.99 |
| USD$39.27 |
| USD$28.43 |
| USD$46.84 |
| USD$127.50 |
| USD$7.14 |
| USD$109.65 |
| USD$123.53 |
| USD$10.77 |
| USD$10.35 |
| USD$35.70 |
| USD$152.24 |
| USD$140.00 |
| USD$7.50 |
| USD$9.93 |
| USD$173.40 |
| USD$8.03 |
| USD$19.64 |
| USD$22.19 |
| USD$82.88 |
| USD$25.76 |
| USD$105.19 |
| USD$3,052.35 |
| USD$26.52 |
| USD$18.76 |
| USD$136.17 |
| USD$258,350.04 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Edificio nuevo de 30 plantas y 24495 m2, presupuesto de construcción | 0.0314358 | 32,228,777,596 | 1,013,137,407 |
Terreno, predio, lote precio por 1m2 | 201.18912 | 1,000,000 | 201,189,120 |
Levantamiento topográfico hasta 1,000 m2 | 0.157179 | 2,600,000 | 408,665 |
Replanteo Arquitectónico X 1 m2 | 770.019921 | 10,038 | 7,729,187 |
Diseño arquitectónico de edificios x 1 m2 | 770.019921 | 14,000 | 10,780,279 |
Estudio de suelos y geotecnia desde | 0.314358 | 4,147,000 | 1,303,643 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 770.019921 | 24,700 | 19,019,492 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 770.019921 | 6,760 | 5,205,335 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 770.019921 | 16,000 | 12,320,319 |
Excavación mecánica en conglomerado x 1 m3 | 664.6785552 | 4,551 | 3,025,118 |
Piloteadora, alquiler por Hora | 2.514864 | 390,000 | 980,797 |
Acero G-60 x 1 Kg | 38706.9948474 | 5,200 | 201,276,373 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 200.9061978 | 533,055 | 107,094,106 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 31.4358 | 854,441 | 26,860,027 |
Kit Mueble para baño + lavamanos | 11.316888 | 484,450 | 5,482,466 |
Punto agua fria PVC 1/2" | 67.901328 | 44,047 | 2,990,816 |
Tubo 1" x 6 m RDE 13.5 | 56.58444 | 63,000 | 3,564,820 |
Sanitario suministro e instalación | 11.316888 | 1,077,612 | 12,195,212 |
Punto desagüe sanitario pvc 4" | 56.58444 | 68,312 | 3,865,400 |
Caja de inspección y distribución | 15.089184 | 207,000 | 3,123,461 |
Tubería PVC sanitaria 4" | 37.72296 | 156,100 | 5,888,554 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 3.772296 | 23,113 | 87,188 |
Interruptor sencillo cuatro vías. Suministro e instalación | 124.485768 | 23,313 | 2,902,108 |
Panel de 80W para sistema de energía solar | 15.089184 | 920,900 | 13,895,630 |
Inversor de voltaje 300W | 3.772296 | 297,050 | 1,120,561 |
Caja de control sistema de energía solar | 3.772296 | 1,018,750 | 3,843,027 |
Batería estacionaria 90 Amperios para sistema energía solar | 15.089184 | 731,600 | 11,039,247 |
Tablero trifásico con puerta de 24 circuitos | 3.772296 | 321,000 | 1,210,907 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 15.089184 | 395,000 | 5,960,228 |
Muro drywall doble cara x 1 m2 | 488.512332 | 153,842 | 75,153,518 |
Ascensor 8 personas | 0.1886148 | 99,900,000 | 18,842,619 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 950.93295 | 12,828 | 12,198,758 |
Geomembrana Instalación x 1 m2 | 641.29032 | 13,477 | 8,642,935 |
Cepillera Attica | 9.43074 | 28,850 | 272,077 |
Espejo de 2mm de espesor *1 m2 | 18.86148 | 93,700 | 1,767,321 |
Argolla toalla attica | 9.43074 | 36,250 | 341,864 |
Aguacate, Suministro y siembra de 1 (una) plántula | 12.57432 | 140,813 | 1,770,633 |
Administración | 84688045.2 | 1 | 84,688,045 |
Imprevistos | 84688045.2 | 1 | 84,688,045 |
Utilidad | 42361941.006 | 1 | 42,361,941 |
Unidad Monetaria | 8047564.8 | 1 | 8,047,565 |
Valor Adicional: | 1,013,137,407 |
| USD$126.99 |
| USD$8.39 |
| USD$0.00 |
| USD$39.27 |
| USD$31.47 |
| USD$3.87 |
| USD$433.50 |
| USD$29.73 |
| USD$9.19 |
| USD$165.75 |
| USD$24.61 |
| USD$21.36 |
| USD$18.87 |
| USD$0.00 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
| USD$57.38 |
| USD$499.77 |
| USD$25.25 |
| USD$22.98 |
| USD$74.46 |
| USD$4,580.74 |
| USD$47.89 |
| USD$62.76 |
| USD$1.96 |
| USD$19.89 |
| USD$7.45 |
| USD$8.80 |
| USD$33.88 |
| USD$194.39 |
| USD$79.82 |
| USD$1,432.39 |
| USD$5.23 |
| USD$18.78 |
| USD$92.62 |
| USD$16.88 |
| USD$24.74 |
| USD$1.96 |
| USD$9.95 |
| USD$159.12 |
| USD$46.49 |
| USD$95.50 |
| USD$37.10 |
| USD$140.07 |
| USD$300.65 |
| USD$11.86 |
| USD$76.50 |
| USD$994.50 |
| USD$50.68 |
| USD$8.68 |
| USD$24.51 |
| USD$7.50 |
| USD$1.72 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño hidráulico de edificio x 1 m2 | 1 | 3,380 | 3,380 |
Salario mínimo mensual vigente, base | 0.0026 | 1,300,000 | 3,380 |
Diseño sanitario de edificio x 1 m2, servicio | 1 | 3,380 | 3,380 |
Salario mínimo mensual vigente, base | 0.0026 | 1,300,000 | 3,380 |
Valor Adicional: | 6,760 |
| USD$35.34 |
| USD$169.45 |
| USD$11.33 |
| USD$210.09 |
| USD$66.64 |
| USD$7.50 |
| USD$38.61 |
| USD$135.94 |
| USD$46.41 |
| USD$41.11 |
| USD$6.01 |
| USD$16.58 |
| USD$28.71 |
| USD$9.96 |
| USD$21.93 |
| USD$181.94 |
| USD$26.14 |
| USD$1,715.13 |
| USD$10.20 |
| USD$11.54 |
| USD$48.02 |
| USD$24.86 |
| USD$20.40 |
| USD$11.63 |
| USD$7.62 |
| USD$21.14 |
| USD$21.55 |
| USD$540.35 |
| USD$15.80 |
| USD$32.23 |
| USD$892.50 |
| USD$44.42 |
| USD$5.50 |
| USD$6.96 |
| USD$728.03 |
| USD$43.35 |
| USD$46.79 |
| USD$18.32 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Agua para la obra 1 litro | 4.5 | 36 | 164 |
Salario mínimo mensual vigente, base | 0.000126 | 1,300,000 | 164 |
Arena lavada de río 1 m3 | 0.045 | 95,019 | 4,276 |
Arena lavada de río 6 m3 | 0.0075015 | 570,000 | 4,276 |
Pegacor max, 25 Kg, porcelanato | 0.075 | 85,500 | 6,413 |
Porcelanato sellado Beige x 1 m2 | 0.3 | 135,900 | 40,770 |
Valor Adicional: | 51,622 |
| USD$39.78 |
| USD$20.15 |
| USD$45.14 |
| USD$16.57 |
| 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$14.03 |
| USD$16.29 |
| USD$5.05 |
| USD$112.40 |
| USD$217.88 |
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 | 32,500 | 32,500 |
Vara clavo 3m | 0.17 | 20,100 | 3,417 |
Valor Adicional: | 600,522 |
| USD$5.74 |
| USD$12.43 |
| USD$115.57 |
| USD$25,500,000.00 |
| USD$59.81 |
| USD$1.70 |
| USD$265.20 |
| USD$1.69 |
| USD$33.15 |
| USD$33.15 |
| USD$62,985.00 |
| USD$32.13 |
| USD$112.30 |
| USD$724.58 |
| USD$6.78 |
| USD$203.97 |
| USD$10.20 |
| USD$147.39 |
| USD$10.86 |
| USD$497.25 |
| USD$8.42 |
| USD$503.63 |
| USD$10.16 |
| USD$12.50 |
| USD$136.91 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Agua para la obra 1 litro | 10.5 | 36 | 382 |
Salario mínimo mensual vigente, base | 0.000294 | 1,300,000 | 382 |
Pegacor max, 25 Kg, porcelanato | 0.75 | 85,500 | 64,125 |
Porcelanato sellado Beige x 1 m2 | 3 | 135,900 | 407,700 |
Valor Adicional: | 472,207 |
| USD$24.23 |
| USD$16.45 |
| USD$207.06 |
| USD$9.56 |
| USD$9.12 |
| USD$13.31 |
| USD$132.60 |
| USD$25.05 |
| USD$63.83 |
| USD$76.25 |
| USD$63.20 |
| USD$5.70 |
| USD$6.67 |
| USD$16.12 |
| USD$10.00 |
| USD$76.25 |
| USD$10.20 |
| USD$20.53 |
| USD$280.91 |
| USD$26.52 |
| USD$87.92 |
| USD$21.42 |
| USD$140.25 |
| USD$99.45 |
| USD$1.38 |
| USD$9.13 |
| USD$13.74 |
| USD$145.35 |
| USD$187.81 |
| USD$9.58 |
| USD$19.01 |
| USD$22.95 |
| USD$27.17 |
| USD$26.27 |
| USD$16.15 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 0.0292 | 2,168,530 | 63,321 |
Salario mínimo mensual vigente, base | 0.0292 | 1,300,000 | 37,960 |
Salario mínimo mensual vigente, base | 0.00363832 | 1,300,000 | 4,730 |
Salario mínimo mensual vigente, base | 0.003504 | 1,300,000 | 4,555 |
Salario mínimo mensual vigente, base | 0.002482 | 1,300,000 | 3,227 |
Salario mínimo mensual vigente, base | 0.002628 | 1,300,000 | 3,416 |
Salario mínimo mensual vigente, base | 0.00243236 | 1,300,000 | 3,162 |
Salario mínimo mensual vigente, base | 0.000292 | 1,300,000 | 380 |
Salario mínimo mensual vigente, base | 0.00015184 | 1,300,000 | 197 |
Salario mínimo mensual vigente, base | 0.00243236 | 1,300,000 | 3,162 |
Salario mínimo mensual vigente, base | 0.00121764 | 1,300,000 | 1,583 |
Salario mínimo mensual vigente, base | 0.00073 | 1,300,000 | 949 |
Valor Adicional: | 63,321 |
| USD$102.65 |
| USD$5.32 |
| USD$73.99 |
| USD$220.58 |
| USD$19.89 |
| USD$10.34 |
| USD$507.45 |
| USD$19.89 |
| USD$5,370.30 |
| USD$57.40 |
| USD$71.40 |
| USD$928.11 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 84 | 43,329 | 3,639,636 |
Salario mínimo mensual vigente, base | 2.79972 | 1,300,000 | 3,639,636 |
Valor Adicional: | 3,639,636 |
| USD$20.40 |
| USD$660.45 |
| USD$586.50 |
| USD$3,149.25 |
| USD$298.35 |
| USD$26.52 |
| USD$12.06 |
| USD$26.52 |
| 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$202.29 |
| USD$227.42 |
| USD$9.91 |
| USD$65.51 |
| USD$12.57 |
| USD$6.45 |
| USD$147.08 |
| USD$174.42 |
| USD$59.49 |
| USD$10.10 |
| USD$217.67 |
| USD$53.22 |
| USD$692.84 |
| USD$53.47 |
| USD$7.70 |
| USD$12.86 |
| USD$116.28 |
| USD$73.26 |
| USD$425.47 |
| USD$152.49 |
| USD$7.34 |
| USD$165.75 |
| USD$89.25 |
| USD$0.00 |
| USD$12.24 |
| USD$6.50 |
| USD$10.91 |
| USD$14.79 |
| USD$39.78 |
| USD$26.46 |
| USD$12.11 |
| USD$13.04 |
| USD$202.73 |
| USD$762.45 |
| USD$132.09 |
| USD$0.00 |
| USD$6.60 |
| USD$152.49 |
| USD$16.58 |
| USD$137.04 |
| USD$19.38 |
| USD$297.90 |
| USD$108.27 |
| USD$148.54 |
| USD$28.42 |
| USD$22.85 |
| USD$118.47 |
| USD$105.98 |
| USD$1,959.45 |
| USD$15.35 |
| USD$15.81 |
| USD$252.45 |
| USD$1,208.11 |
| USD$18.86 |
| USD$3.57 |
| USD$15.15 |
| USD$139.40 |
| USD$211.65 |
| USD$15.35 |
| USD$34.62 |
| USD$23.72 |
| USD$60.08 |
| USD$103.02 |
| USD$33.15 |
| USD$69.11 |
| USD$24.21 |
| USD$7.99 |
| USD$7.50 |
| USD$382.50 |
| USD$7.80 |
| USD$1.56 |
| USD$383.78 |
| USD$55.34 |
| USD$15.15 |
| USD$7.34 |
| USD$148.92 |
| 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$65.28 |
| USD$3,494.39 |
| USD$28.28 |
| USD$45.26 |
| USD$168.35 |
| USD$21.24 |
| USD$297.51 |
| USD$33.15 |
Los productos marcados con *** no estan disponibles en cantidad que quiere.
De todas formas, puede comprar los que hay disponibles y el resto se lo enviamos mas tarde o esperar a que el stock este nuevamente disponible.