| USD$14.69 |
| USD$396.47 |
| USD$37.68 |
| USD$1,377.00 |
| USD$615.83 |
| USD$554.27 |
| USD$80.58 |
| USD$342.72 |
| USD$99.45 |
| USD$1,448.76 |
| USD$17.34 |
| USD$41.41 |
| USD$496.64 |
| USD$1,559.20 |
| USD$1,818.34 |
| USD$117.30 |
| USD$151.43 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.6 | 5,200 | 3,120 |
Salario mínimo mensual vigente, base | 0.0024 | 1,300,000 | 3,120 |
Transporte 1 tonelada x 1 kilómetro | 0.12 | 3,900 | 468 |
Salario mínimo mensual vigente, base | 0.00036 | 1,300,000 | 468 |
Valor Adicional: | 3,588 |
| USD$38.25 |
| USD$595.94 |
| USD$114.04 |
| USD$27.18 |
| USD$3,176.28 |
| USD$9,447.75 |
| USD$78.64 |
| USD$112.40 |
| USD$30.50 |
| USD$153.82 |
| USD$36.11 |
| USD$84.61 |
| USD$38.40 |
| USD$38.66 |
| USD$70.32 |
| USD$51.10 |
| USD$71.60 |
| USD$116.28 |
| USD$139.23 |
| USD$1,716.79 |
| USD$142.23 |
| USD$20.16 |
| USD$15.61 |
| USD$378.42 |
| USD$3,604.73 |
| USD$40.70 |
| USD$107.74 |
| USD$164.37 |
| 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$522.75 |
| USD$26.81 |
| USD$13.75 |
| USD$1,105.68 |
| USD$2,601.00 |
| USD$23.53 |
| USD$688,500.00 |
| USD$112.03 |
| USD$68.09 |
| USD$66.76 |
| USD$99.45 |
| USD$161.16 |
| 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$111.65 |
| USD$43.35 |
| USD$283.41 |
| USD$306.00 |
| USD$341.96 |
| USD$78.49 |
| USD$58.08 |
| USD$133.37 |
| USD$16.94 |
| USD$48.96 |
| USD$66.06 |
| USD$39.78 |
| USD$67.78 |
| USD$97.56 |
| USD$13.96 |
| USD$104.19 |
| USD$446.44 |
| USD$127.19 |
| USD$6.27 |
| USD$45.16 |
| USD$150.25 |
| USD$15.25 |
| USD$56.00 |
| USD$101.29 |
| USD$906.27 |
| USD$1,266.08 |
| 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$38.96 |
| 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$17.06 |
| USD$1,604.72 |
| USD$305.90 |
| USD$7,650.00 |
| USD$75.16 |
| USD$1,558.00 |
| USD$455.18 |
| USD$179.37 |
| 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$2,563,228.13 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 15 | 3,900,000 | 58,500,000 |
Salario mínimo mensual vigente, base | 45 | 1,300,000 | 58,500,000 |
Valor Adicional: | 58,500,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Subbase triturada de 2" x 1 m3 | 10500 | 125,200 | 1,314,600,000 |
Base granular de 1 1/2" x m3 | 10500 | 126,550 | 1,328,775,000 |
Asfalto 60/70 por tonelada | 3500 | 2,100,000 | 7,350,000,000 |
Valor Adicional: | 9,993,375,000 |
| 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$259.44 |
| USD$39.68 |
| USD$97.00 |
| USD$23.98 |
| USD$38.20 |
| USD$25.50 |
| USD$66.86 |
| USD$526.83 |
| USD$828.75 |
| USD$74.59 |
| USD$112,264.26 |
| USD$167.92 |
| USD$53.04 |
| USD$42.38 |
| USD$22.98 |
| USD$70.15 |
| 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$31.72 |
| USD$1,438.71 |
| USD$17.21 |
| USD$3,387.93 |
| 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$1,377.00 |
| USD$90.68 |
| USD$6.96 |
| USD$74.97 |
| USD$419.73 |
| USD$23.61 |
| USD$118.58 |
| USD$43.50 |
| USD$0.00 |
| USD$27.51 |
| USD$7.01 |
| USD$18.95 |
| USD$53.70 |
| USD$51.26 |
| USD$16.07 |
| USD$8.73 |
| USD$567.76 |
| USD$58.91 |
| USD$27.92 |
| USD$90.68 |
| USD$43.67 |
| USD$25.28 |
| USD$27.51 |
| USD$42.36 |
| USD$47.47 |
| USD$52.15 |
| USD$25.53 |
| USD$326.40 |
| USD$55.69 |
| USD$119.11 |
| USD$30.45 |
| 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$518.93 |
| 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$39,780.00 |
| USD$36,392.58 |
| USD$460.02 |
| USD$12.75 |
| USD$2,124.41 |
| USD$225.27 |
| USD$42.99 |
| USD$171.41 |
| USD$214.81 |
| USD$9.26 |
| USD$134.26 |
| USD$44.75 |
| USD$98.20 |
| USD$25.50 |
| 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$41.42 |
| USD$50.03 |
| USD$29.15 |
| USD$10.71 |
| USD$54.01 |
| USD$8.19 |
| USD$35.96 |
| USD$228.74 |
| USD$34.21 |
| USD$47.88 |
| USD$157.34 |
| USD$96.39 |
| USD$26.32 |
| USD$692.77 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 62.7 | 43,329 | 2,716,728 |
Salario mínimo mensual vigente, base | 2.089791 | 1,300,000 | 2,716,728 |
Valor Adicional: | 2,716,728 |
| 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$1.49 |
| 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$280,500.00 |
| 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$30.60 |
| USD$20.04 |
| USD$13.54 |
| 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$82.39 |
| USD$620.96 |
| USD$155.88 |
| USD$16.58 |
| USD$183.17 |
| 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$121.76 |
| USD$20,777.40 |
| USD$30.45 |
| USD$65,746,706.30 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Terreno, predio, lote precio por 1m2 | 51200 | 1,000,000 | 51,200,000,000 |
Valor Adicional: | 51,200,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Levantamiento topográfico hasta 1,000 m2 | 40 | 2,600,000 | 104,000,000 |
Salario mínimo mensual vigente, base | 80 | 1,300,000 | 104,000,000 |
Replanteo Arquitectónico X 1 m2 | 195960 | 10,038 | 1,966,977,051 |
Cuerda de Nylon 100 m x 0,50 mm | 9798 | 50,900 | 498,718,200 |
Estaca de Madera Ø=0.05 L=0.60 m | 97980 | 6,100 | 597,678,000 |
| 1959.6 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 3213.744 | 24,504 | 78,750,833 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 32313.804 | 24,504 | 791,830,023 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de edificios x 1 m2 | 195960 | 14,000 | 2,743,440,000 |
Estudio de suelos y geotecnia desde | 80 | 4,147,000 | 331,760,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 240 | 650,000 | 156,000,000 |
Ensayo SPT | 80 | 247,000 | 19,760,000 |
Informe Geotécnico y recomendaciones de construcción | 80 | 1,950,000 | 156,000,000 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 195960 | 24,700 | 4,840,212,000 |
Salario mínimo mensual vigente, base | 3723.24 | 1,300,000 | 4,840,212,000 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 195960 | 6,760 | 1,324,689,600 |
Diseño hidráulico de edificio x 1 m2 | 195960 | 3,380 | 662,344,800 |
Diseño sanitario de edificio x 1 m2, servicio | 195960 | 3,380 | 662,344,800 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 195960 | 16,000 | 3,135,360,000 |
Valor Adicional: | 14,446,438,651 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación mecánica en conglomerado x 1 m3 | 169152 | 4,551 | 769,853,040 |
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 | 4228.8 | 182,050 | 769,853,040 |
Piloteadora, alquiler por Hora | 640 | 390,000 | 249,600,000 |
Salario mínimo mensual vigente, base | 192 | 1,300,000 | 249,600,000 |
Valor Adicional: | 1,019,453,040 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 9850424 | 5,200 | 51,222,204,800 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 51128 | 533,055 | 27,254,049,395 |
Arena lavada de río 1 m3 | 30063.264 | 95,019 | 2,856,581,282 |
Cemento 1 Kg | 18789540 | 798 | 14,994,052,920 |
Triturado de 3/4" x 1 m3 | 45094.896 | 150,500 | 6,786,781,983 |
Agua para la obra 1 litro | 10200036 | 36 | 371,281,310 |
Mezcladora 1 bulto, alquiler x hora | 24541.44 | 7,150 | 175,471,296 |
Cuadrilla 7 (8 obreros) x jornal | 3578.96 | 578,347 | 2,069,880,604 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 8000 | 854,441 | 6,835,525,698 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 8000 | 533,055 | 4,264,442,090 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 80 | 155,000 | 12,400,000 |
Durmiente ordinario 0,04x0.04x3,00 m. | 8000 | 30,000 | 240,000,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 8000 | 32,500 | 260,000,000 |
Vara clavo 3m | 1360 | 20,100 | 27,336,000 |
Cuadrilla de albañileria x 1 Hora | 72000 | 24,504 | 1,764,316,008 |
Cuadrilla de albañileria x 1 Hora | 7200 | 24,504 | 176,431,601 |
Vibrador eléctrico de aguja para concreto x hora | 12000 | 7,550 | 90,600,000 |
Valor Adicional: | 85,311,779,893 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 2880 | 484,450 | 1,395,216,000 |
Punto agua fria PVC 1/2" | 17280 | 44,047 | 761,123,587 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 3456 | 20,300 | 70,156,800 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 864 | 30,700 | 26,524,800 |
Codo PVC 90° presión de 1/2" x 10 unidades | 1728 | 45,000 | 77,760,000 |
Soldadura para PVC 1/4 de galón | 691.2 | 53,500 | 36,979,200 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 259.2 | 77,000 | 19,958,400 |
Instalación carpintería metálica x 1 m2 | 23034.24 | 20,907 | 481,585,807 |
Instalación carpintería metálica x 1 m2 | 2303.424 | 20,907 | 48,158,581 |
Tubo 1" x 6 m RDE 13.5 | 14400 | 63,000 | 907,200,000 |
Valor Adicional: | 3,063,539,587 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 2880 | 1,077,612 | 3,103,522,096 |
Sanitario One Piece Galio Blanco | 2880 | 974,000 | 2,805,120,000 |
Instalación de aparatos sanitarios x unidad | 2880 | 103,612 | 298,402,096 |
Punto desagüe sanitario pvc 4" | 14400 | 68,312 | 983,693,851 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 2448 | 78,000 | 190,944,000 |
Cuadrilla de albañileria x 1 Hora | 28800 | 24,504 | 705,726,403 |
Limpiador para PVC 1/4 de galón | 541.44 | 99,000 | 53,602,560 |
Soldadura para PVC DE 1/4 de Galón | 450.72 | 74,150 | 33,420,888 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 3840 | 207,000 | 794,880,000 |
Tubería PVC sanitaria 4" | 9600 | 156,100 | 1,498,560,000 |
Valor Adicional: | 6,380,655,947 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 960 | 23,113 | 22,188,262 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 192 | 94,000 | 18,048,000 |
Cuadrilla de albañileria x 1 Hora | 153.6 | 24,504 | 3,763,874 |
Cuadrilla de albañileria x 1 Hora | 15.36 | 24,504 | 376,387 |
Interruptor sencillo cuatro vías. Suministro e instalación | 31680 | 23,313 | 738,548,633 |
Interruptor sencillo cuatro vías x 5 unidades | 6336 | 95,000 | 601,920,000 |
Cuadrilla de albañileria x 1 Hora | 5068.8 | 24,504 | 124,207,847 |
Cuadrilla de albañileria x 1 Hora | 506.88 | 24,504 | 12,420,785 |
Panel de 80W para sistema de energía solar | 3840 | 920,900 | 3,536,256,000 |
Inversor de voltaje 300W | 960 | 297,050 | 285,168,000 |
Caja de control sistema de energía solar | 960 | 1,018,750 | 978,000,000 |
Batería estacionaria 90 Amperios para sistema energía solar | 3840 | 731,600 | 2,809,344,000 |
Tablero trifásico con puerta de 24 circuitos | 960 | 321,000 | 308,160,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 3840 | 395,000 | 1,516,800,000 |
Valor Adicional: | 10,194,464,894 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro drywall doble cara x 1 m2 | 124320 | 153,842 | 19,125,587,463 |
Lámina Drywall Superboard 8mm x 2440mm x 1220mm | 92581.104 | 83,900 | 7,767,554,626 |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 621.6 | 135,750 | 84,382,200 |
Tornillos autoroscantes de 6 X 1" para dry wall punta broca | 33566.4 | 32,100 | 1,077,481,440 |
Perfil canal estructural para lámina fibrocemento en sistemas livianos (89 mm) 2.44 m | 101942.4 | 25,500 | 2,599,531,200 |
Cuadrilla de carpintería por hora | 10355.856 | 38,130 | 394,863,818 |
Cuadrilla de carpintería por hora | 103595.856 | 38,130 | 3,950,060,263 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 621600 | 5,200 | 3,232,320,000 |
Transporte 1 tonelada x 1 kilómetro | 4972.8 | 3,900 | 19,393,920 |
Valor Adicional: | 19,125,587,463 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ascensor 8 personas | 48 | 99,900,000 | 4,795,200,000 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 242000 | 12,828 | 3,104,424,400 |
Intervinil 5 galones, vinilo tipo 2 | 2420 | 230,000 | 556,600,000 |
Cuadrilla de pintura x 1 hora | 5324 | 38,563 | 205,308,400 |
Cuadrilla de pintura x 1 hora | 53240 | 38,563 | 2,053,084,004 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 48400 | 5,200 | 251,680,000 |
Transporte 1 tonelada x 1 kilómetro | 9680 | 3,900 | 37,752,000 |
Geomembrana Instalación x 1 m2 | 163200 | 13,477 | 2,199,513,965 |
Cuadrilla de albañileria x 1 Hora | 8160 | 24,504 | 199,955,814 |
Cuadrilla de albañileria x 1 Hora | 81600 | 24,504 | 1,999,558,142 |
Cepillera Attica | 2400 | 28,850 | 69,240,000 |
Espejo de 2mm de espesor *1 m2 | 4800 | 93,700 | 449,760,000 |
Argolla toalla attica | 2400 | 36,250 | 87,000,000 |
Valor Adicional: | 10,705,138,365 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 3200 | 140,813 | 450,602,925 |
Cascarilla de arroz x bulto 45 Kg | 800 | 155,000 | 124,000,000 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 240 | 91,000 | 21,840,000 |
Plántula aguacate | 3200 | 33,250 | 106,400,000 |
Tierra negra abonada x 1 m3 | 640 | 235,000 | 150,400,000 |
Pala redonda No. 4 mango plástico | 16 | 63,000 | 1,008,000 |
Cuadrilla de instalaciones x 1 Hora | 1600 | 26,955 | 43,127,725 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 640 | 5,200 | 3,328,000 |
Transporte 1 tonelada x 1 kilómetro | 128 | 3,900 | 499,200 |
Valor Adicional: | 450,602,925 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 21552000000 | 1 | 21,552,000,000 |
Valor Adicional: | 21,552,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 21552000000 | 1 | 21,552,000,000 |
Valor Adicional: | 21,552,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 10780560000 | 1 | 10,780,560,000 |
Valor Adicional: | 10,780,560,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 2048000000 | 1 | 2,048,000,000 |
Valor Adicional: | 2,048,000,000 |
| USD$38.71 |
| USD$25.86 |
| USD$35.14 |
| USD$31.37 |
| USD$38.85 |
| USD$101.97 |
| USD$37.74 |
| USD$34.31 |
| USD$36.15 |
| USD$2.23 |
| USD$56.10 |
| USD$66.56 |
| USD$40.16 |
| USD$31.82 |
| USD$649.74 |
| 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$796.62 |
| USD$224.40 |
| USD$24.02 |
| USD$30.57 |
| USD$11.48 |
| USD$32.39 |
| USD$1,984.09 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Casa nueva de 1 planta y 209 m2 presupuesto de construcción | 0.028548 | 272,549,286 | 7,780,737 |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 5.966532 | 3,900 | 23,269 |
Levantamiento topográfico hasta 1,000 m2 | 0.028548 | 2,600,000 | 74,225 |
Replanteo Arquitectónico X 1 m2 | 5.966532 | 10,038 | 59,890 |
Diseño arquitectónico de casa personalizada x 1 m2 | 5.966532 | 28,597 | 170,626 |
Estudio de suelos y geotecnia desde | 0.028548 | 4,147,000 | 118,389 |
Diseño estructural y memorias de cálculo para una casa | 0.028548 | 2,903,043 | 82,876 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 5.966532 | 6,760 | 40,334 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 5.966532 | 16,000 | 95,465 |
Excavación manual en conglomerado x 1 m3 | 0.28548 | 58,492 | 16,698 |
Kit Mueble para baño + lavamanos | 0.085644 | 484,450 | 41,490 |
Punto agua fria PVC 1/2" | 0.513864 | 44,047 | 22,634 |
Tubo 1" x 6 m RDE 13.5 | 0.42822 | 63,000 | 26,978 |
Sanitario suministro e instalación | 0.085644 | 1,077,612 | 92,291 |
Punto desagüe sanitario pvc 4" | 0.42822 | 68,312 | 29,253 |
Caja de inspección y distribución | 0.114192 | 207,000 | 23,638 |
Tubería PVC sanitaria 4" | 0.28548 | 156,100 | 44,563 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 0.028548 | 23,113 | 660 |
Interruptor sencillo cuatro vías. Suministro e instalación | 0.942084 | 23,313 | 21,963 |
Panel de 80W para sistema de energía solar | 0.114192 | 920,900 | 105,159 |
Inversor de voltaje 300W | 0.028548 | 297,050 | 8,480 |
Caja de control sistema de energía solar | 0.028548 | 1,018,750 | 29,083 |
Batería estacionaria 90 Amperios para sistema energía solar | 0.114192 | 731,600 | 83,543 |
Tablero trifásico con puerta de 24 circuitos | 0.028548 | 321,000 | 9,164 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 0.114192 | 395,000 | 45,106 |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 0.171288 | 492,210 | 84,310 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 0.228384 | 811,703 | 185,380 |
Acero G-60 x 1 Kg | 17.1288 | 5,200 | 89,070 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 0.399672 | 533,055 | 213,047 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.057096 | 854,441 | 48,785 |
Muro panel doble cara x 1 m2 | 6.937164 | 232,618 | 1,613,709 |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 5.7096 | 90,690 | 517,803 |
Teja termoacustica x 1 m2, suministro e instalación | 6.508944 | 197,948 | 1,288,434 |
Guardaescoba en ceramica porcelanato x 1m | 2.455128 | 23,946 | 58,791 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 3.14028 | 178,966 | 562,004 |
Puerta en aluminio con vidrio templado de 6 mm a todo costo. Suministro e instalación x 1 m2 | 0.1027728 | 1,574,907 | 161,858 |
Ventana aluminio corrediza. Suministro e instalación x 1 m2 | 0.42822 | 220,857 | 94,576 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 9.70632 | 12,828 | 124,515 |
Geomembrana Instalación x 1 m2 | 3.42576 | 13,477 | 46,170 |
Cepillera Attica | 0.085644 | 28,850 | 2,471 |
Espejo de 2mm de espesor *1 m2 | 0.085644 | 93,700 | 8,025 |
Argolla toalla attica | 0.085644 | 36,250 | 3,105 |
División de baño corrediza | 0.085644 | 550,000 | 47,104 |
Lavaplatos de sobreponer 2 m x 0.6m en acero inoxidable | 0.028548 | 505,085 | 14,419 |
Puerta de triplex | 0.228384 | 342,450 | 78,210 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.28548 | 140,813 | 40,199 |
Aseo general para entrega de obra x metro cuadrado | 5.966532 | 3,042 | 18,148 |
Administración | 476751.6 | 1 | 476,752 |
Imprevistos | 462477.6 | 1 | 462,478 |
Utilidad | 231238.8 | 1 | 231,239 |
Unidad Monetaria | 44360.7372 | 1 | 44,361 |
Valor Adicional: | 7,780,737 |
| USD$28.28 |
| USD$2,010,799.44 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 10 | 1,112,456 | 11,124,559 |
Hora de ingeniero | 300 | 37,082 | 11,124,559 |
Puente, diseño estructural x 1 m2 | 1220 | 246,975 | 301,309,866 |
Salario diario vigente | 6954 | 43,329 | 301,309,866 |
Valor Adicional: | 312,434,425 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 350000 | 12,913 | 4,519,550,000 |
Soldador mano de obra x hora | 87500 | 16,640 | 1,456,000,000 |
Salario mínimo mensual vigente, base | 1120 | 1,300,000 | 1,456,000,000 |
Valor Adicional: | 5,975,550,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 150 | 533,055 | 79,958,289 |
Arena lavada de río 1 m3 | 88.2 | 95,019 | 8,380,676 |
Cemento 1 Kg | 55125 | 798 | 43,989,750 |
Triturado de 3/4" x 1 m3 | 132.3 | 150,500 | 19,911,150 |
Agua para la obra 1 litro | 29925 | 36 | 1,089,270 |
Mezcladora 1 bulto, alquiler x hora | 72 | 7,150 | 514,800 |
Cuadrilla 7 (8 obreros) x jornal | 10.5 | 578,347 | 6,072,643 |
Acero G-60 x 1 Kg | 130000 | 5,200 | 676,000,000 |
Valor Adicional: | 755,958,289 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 2000 | 10,038 | 20,075,291 |
Cuerda de Nylon 100 m x 0,50 mm | 100 | 50,900 | 5,090,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 1000 | 6,100 | 6,100,000 |
| 20 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 32.8 | 24,504 | 803,744 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 329.8 | 24,504 | 8,081,547 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 10 | 4,147,000 | 41,470,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 30 | 650,000 | 19,500,000 |
Ensayo SPT | 10 | 247,000 | 2,470,000 |
Informe Geotécnico y recomendaciones de construcción | 10 | 1,950,000 | 19,500,000 |
Valor Adicional: | 61,545,291 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 260000000 | 1 | 260,000,000 |
Imprevistos | 260000000 | 1 | 260,000,000 |
Utilidad | 260000000 | 1 | 260,000,000 |
Valor Adicional: | 780,000,000 |
| USD$2,652.00 |
| USD$53.28 |
| USD$20.40 |
| USD$9.68 |
| USD$1,245.89 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Casa en obra gris de 1 planta y 209 m2 presupuesto de construcción | 0.024 | 203,576,009 | 4,885,824 |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 5.016 | 3,900 | 19,562 |
Levantamiento topográfico hasta 1,000 m2 | 0.024 | 2,600,000 | 62,400 |
Replanteo Arquitectónico X 1 m2 | 5.016 | 10,038 | 50,349 |
Diseño arquitectónico de casa personalizada x 1 m2 | 5.016 | 28,597 | 143,443 |
Estudio de suelos y geotecnia desde | 0.024 | 4,147,000 | 99,528 |
Diseño estructural y memorias de cálculo para una casa | 0.024 | 2,903,043 | 69,673 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 5.016 | 6,760 | 33,908 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 5.016 | 16,000 | 80,256 |
Excavación manual en conglomerado x 1 m3 | 0.24 | 58,492 | 14,038 |
Kit Mueble para baño + lavamanos | 0.072 | 484,450 | 34,880 |
Punto agua fria PVC 1/2" | 0.432 | 44,047 | 19,028 |
Tubo 1" x 6 m RDE 13.5 | 0.36 | 63,000 | 22,680 |
Sanitario suministro e instalación | 0.072 | 1,077,612 | 77,588 |
Punto desagüe sanitario pvc 4" | 0.36 | 68,312 | 24,592 |
Caja de inspección y distribución | 0.096 | 207,000 | 19,872 |
Tubería PVC sanitaria 4" | 0.24 | 156,100 | 37,464 |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 0.144 | 492,210 | 70,878 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 0.192 | 811,703 | 155,847 |
Acero G-60 x 1 Kg | 14.4 | 5,200 | 74,880 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 0.336 | 533,055 | 179,107 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.048 | 854,441 | 41,013 |
Muro panel doble cara x 1 m2 | 5.832 | 232,618 | 1,356,628 |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 4.8 | 90,690 | 435,312 |
Teja termoacustica x 1 m2, suministro e instalación | 5.472 | 197,948 | 1,083,173 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.24 | 140,813 | 33,795 |
Aseo general para entrega de obra x metro cuadrado | 5.016 | 3,042 | 15,257 |
Administración | 304800 | 1 | 304,800 |
Imprevistos | 148800 | 1 | 148,800 |
Utilidad | 148800 | 1 | 148,800 |
Unidad Monetaria | 28272 | 1 | 28,272 |
Valor Adicional: | 4,885,824 |
| USD$15.11 |
| USD$33.16 |
| USD$20.54 |
| USD$40.80 |
| USD$115.57 |
| USD$521.35 |
| USD$73.10 |
| USD$159.12 |
| USD$106.55 |
| USD$145.38 |
| USD$0.00 |
| USD$99.45 |
| USD$20.40 |
| USD$953.70 |
| USD$30.93 |
| USD$186,675.37 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 600 | 3,900 | 2,340,000 |
Salario mínimo mensual vigente, base | 1.8 | 1,300,000 | 2,340,000 |
| 0 | 0 | 0 |
4655" target="_blank"> | 6 | 0 | 0 |
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 |
Diseño arquitectónico de casa personalizada x 1 m2 | 600 | 28,597 | 17,158,284 |
Salario diario vigente | 396 | 43,329 | 17,158,284 |
Estudio de suelos y geotecnia desde | 6 | 4,147,000 | 24,882,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 18 | 650,000 | 11,700,000 |
Ensayo SPT | 6 | 247,000 | 1,482,000 |
Informe Geotécnico y recomendaciones de construcción | 6 | 1,950,000 | 11,700,000 |
Diseño estructural y memorias de cálculo para una casa | 6 | 2,903,043 | 17,418,258 |
Salario diario vigente | 402 | 43,329 | 17,418,258 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 600 | 6,760 | 4,056,000 |
Diseño hidráulico de edificio x 1 m2 | 600 | 3,380 | 2,028,000 |
Diseño sanitario de edificio x 1 m2, servicio | 600 | 3,380 | 2,028,000 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 600 | 16,000 | 9,600,000 |
Valor Adicional: | 81,477,129 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Punto desagüe sanitario pvc 4" | 90 | 68,312 | 6,148,087 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 15.3 | 78,000 | 1,193,400 |
Cuadrilla de albañileria x 1 Hora | 180 | 24,504 | 4,410,790 |
Limpiador para PVC 1/4 de galón | 3.384 | 99,000 | 335,016 |
Soldadura para PVC DE 1/4 de Galón | 2.817 | 74,150 | 208,881 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Valor Adicional: | 6,148,087 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Panel de 80W para sistema de energía solar | 24 | 920,900 | 22,101,600 |
Inversor de voltaje 300W | 6 | 297,050 | 1,782,300 |
Caja de control sistema de energía solar | 6 | 1,018,750 | 6,112,500 |
Batería estacionaria 90 Amperios para sistema energía solar | 24 | 731,600 | 17,558,400 |
Valor Adicional: | 47,554,800 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 3600 | 5,200 | 18,720,000 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 84 | 533,055 | 44,776,642 |
Arena lavada de río 1 m3 | 49.392 | 95,019 | 4,693,178 |
Cemento 1 Kg | 30870 | 798 | 24,634,260 |
Triturado de 3/4" x 1 m3 | 74.088 | 150,500 | 11,150,244 |
Agua para la obra 1 litro | 16758 | 36 | 609,991 |
Mezcladora 1 bulto, alquiler x hora | 40.32 | 7,150 | 288,288 |
Cuadrilla 7 (8 obreros) x jornal | 5.88 | 578,347 | 3,400,680 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 12 | 854,441 | 10,253,289 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 12 | 533,055 | 6,396,663 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.12 | 155,000 | 18,600 |
Durmiente ordinario 0,04x0.04x3,00 m. | 12 | 30,000 | 360,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 12 | 32,500 | 390,000 |
Vara clavo 3m | 2.04 | 20,100 | 41,004 |
Cuadrilla de albañileria x 1 Hora | 108 | 24,504 | 2,646,474 |
Cuadrilla de albañileria x 1 Hora | 10.8 | 24,504 | 264,647 |
Vibrador eléctrico de aguja para concreto x hora | 18 | 7,550 | 135,900 |
Valor Adicional: | 73,749,930 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro drywall doble cara x 1 m2 | 1020 | 153,842 | 156,918,430 |
Lámina Drywall Superboard 8mm x 2440mm x 1220mm | 759.594 | 83,900 | 63,729,937 |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 5.1 | 135,750 | 692,325 |
Tornillos autoroscantes de 6 X 1" para dry wall punta broca | 275.4 | 32,100 | 8,840,340 |
Perfil canal estructural para lámina fibrocemento en sistemas livianos (89 mm) 2.44 m | 836.4 | 25,500 | 21,328,200 |
Cuadrilla de carpintería por hora | 84.966 | 38,130 | 3,239,713 |
Cuadrilla de carpintería por hora | 849.966 | 38,130 | 32,408,796 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 5100 | 5,200 | 26,520,000 |
Transporte 1 tonelada x 1 kilómetro | 40.8 | 3,900 | 159,120 |
Valor Adicional: | 156,918,430 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Teja termoacustica x 1 m2, suministro e instalación | 660 | 197,948 | 130,645,869 |
Teja termoacústica 3 m x 0.78 m | 282.084 | 393,120 | 110,892,862 |
Tornillos autoperforantes diámetro # 8, paso rosca 18, longitud 1/2" zinc hexagono metal tecks | 137.478 | 93,400 | 12,840,445 |
Andamio Tubular estandar con tijeras alquiler por día | 33 | 37,300 | 1,230,900 |
Cuadrilla de instalaciones x 1 Hora | 16.5 | 26,955 | 444,755 |
Cuadrilla de instalaciones x 1 Hora | 165 | 26,955 | 4,447,547 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 132 | 5,200 | 686,400 |
Transporte 1 tonelada x 1 kilómetro | 26.4 | 3,900 | 102,960 |
Valor Adicional: | 130,645,869 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ascensor 8 personas | 0 | 99,900,000 | 0 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 2040 | 12,828 | 26,169,528 |
Intervinil 5 galones, vinilo tipo 2 | 20.4 | 230,000 | 4,692,000 |
Cuadrilla de pintura x 1 hora | 44.88 | 38,563 | 1,730,699 |
Cuadrilla de pintura x 1 hora | 448.8 | 38,563 | 17,306,989 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 408 | 5,200 | 2,121,600 |
Transporte 1 tonelada x 1 kilómetro | 81.6 | 3,900 | 318,240 |
Geomembrana Instalación x 1 m2 | 720 | 13,477 | 9,703,738 |
Cuadrilla de albañileria x 1 Hora | 36 | 24,504 | 882,158 |
Cuadrilla de albañileria x 1 Hora | 360 | 24,504 | 8,821,580 |
Cepillera Attica | 18 | 28,850 | 519,300 |
Espejo de 2mm de espesor *1 m2 | 18 | 93,700 | 1,686,600 |
Argolla toalla attica | 18 | 36,250 | 652,500 |
Vidrio incoloro de 4 mm de espesor, suministro e instalación x 1 m2 | 180 | 141,747 | 25,514,397 |
Vidrio incoloro de 5 mm de espesor x 1 m2 | 180 | 130,000 | 23,400,000 |
Silicona transparente con fungicida 11 Onzas | 16.38 | 39,050 | 639,639 |
Cuadrilla de albañileria x 1 Hora | 45 | 24,504 | 1,102,698 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 66.15 | 5,200 | 343,980 |
Transporte 1 tonelada x 1 kilómetro | 7.2 | 3,900 | 28,080 |
Valor Adicional: | 64,246,063 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 60 | 140,813 | 8,448,805 |
Cascarilla de arroz x bulto 45 Kg | 15 | 155,000 | 2,325,000 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 4.5 | 91,000 | 409,500 |
Plántula aguacate | 60 | 33,250 | 1,995,000 |
Tierra negra abonada x 1 m3 | 12 | 235,000 | 2,820,000 |
Pala redonda No. 4 mango plástico | 0.3 | 63,000 | 18,900 |
Cuadrilla de instalaciones x 1 Hora | 30 | 26,955 | 808,645 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 12 | 5,200 | 62,400 |
Transporte 1 tonelada x 1 kilómetro | 2.4 | 3,900 | 9,360 |
Valor Adicional: | 8,448,805 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 60000000 | 1 | 60,000,000 |
Valor Adicional: | 60,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 60000000 | 1 | 60,000,000 |
Valor Adicional: | 60,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 34800000 | 1 | 34,800,000 |
Valor Adicional: | 34,800,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 5700000 | 1 | 5,700,000 |
Valor Adicional: | 5,700,000 |
| 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$347,500.34 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 1045 | 3,900 | 4,075,500 |
Salario mínimo mensual vigente, base | 3.135 | 1,300,000 | 4,075,500 |
Levantamiento topográfico hasta 1,000 m2 | 5 | 2,600,000 | 13,000,000 |
Salario mínimo mensual vigente, base | 10 | 1,300,000 | 13,000,000 |
Replanteo Arquitectónico X 1 m2 | 1045 | 10,038 | 10,489,340 |
Cuerda de Nylon 100 m x 0,50 mm | 52.25 | 50,900 | 2,659,525 |
Estaca de Madera Ø=0.05 L=0.60 m | 522.5 | 6,100 | 3,187,250 |
| 10.45 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 17.138 | 24,504 | 419,956 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 172.3205 | 24,504 | 4,222,609 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de casa personalizada x 1 m2 | 1045 | 28,597 | 29,884,011 |
Salario diario vigente | 689.7 | 43,329 | 29,884,011 |
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 | 1045 | 6,760 | 7,064,200 |
Diseño hidráulico de edificio x 1 m2 | 1045 | 3,380 | 3,532,100 |
Diseño sanitario de edificio x 1 m2, servicio | 1045 | 3,380 | 3,532,100 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 1045 | 16,000 | 16,720,000 |
Valor Adicional: | 116,483,266 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación manual en conglomerado x 1 m3 | 50 | 58,492 | 2,924,599 |
Cuadrilla de albañileria x 1 Hora | 10.85 | 24,504 | 265,873 |
Cuadrilla de albañileria x 1 Hora | 108.5 | 24,504 | 2,658,726 |
Volqueta de 6 m3 Alquiler por hora | 0 | 143,000 | 0 |
Valor Adicional: | 2,924,599 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 15 | 484,450 | 7,266,750 |
Punto agua fria PVC 1/2" | 90 | 44,047 | 3,964,185 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 18 | 20,300 | 365,400 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 4.5 | 30,700 | 138,150 |
Codo PVC 90° presión de 1/2" x 10 unidades | 9 | 45,000 | 405,000 |
Soldadura para PVC 1/4 de galón | 3.6 | 53,500 | 192,600 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 1.35 | 77,000 | 103,950 |
Instalación carpintería metálica x 1 m2 | 119.97 | 20,907 | 2,508,259 |
Instalación carpintería metálica x 1 m2 | 11.997 | 20,907 | 250,826 |
Tubo 1" x 6 m RDE 13.5 | 75 | 63,000 | 4,725,000 |
Valor Adicional: | 15,955,935 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 15 | 1,077,612 | 16,164,178 |
Sanitario One Piece Galio Blanco | 15 | 974,000 | 14,610,000 |
Instalación de aparatos sanitarios x unidad | 15 | 103,612 | 1,554,178 |
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 |
Caja de inspección y distribución | 20 | 207,000 | 4,140,000 |
Tubería PVC sanitaria 4" | 50 | 156,100 | 7,805,000 |
Valor Adicional: | 33,232,583 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 5 | 23,113 | 115,564 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 1 | 94,000 | 94,000 |
Cuadrilla de albañileria x 1 Hora | 0.8 | 24,504 | 19,604 |
Cuadrilla de albañileria x 1 Hora | 0.08 | 24,504 | 1,960 |
Interruptor sencillo cuatro vías. Suministro e instalación | 165 | 23,313 | 3,846,607 |
Interruptor sencillo cuatro vías x 5 unidades | 33 | 95,000 | 3,135,000 |
Cuadrilla de albañileria x 1 Hora | 26.4 | 24,504 | 646,916 |
Cuadrilla de albañileria x 1 Hora | 2.64 | 24,504 | 64,692 |
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 |
Tablero trifásico con puerta de 24 circuitos | 5 | 321,000 | 1,605,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 20 | 395,000 | 7,900,000 |
Valor Adicional: | 53,096,171 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 30 | 492,210 | 14,766,300 |
Agua para la obra 1 litro | 5370 | 36 | 195,468 |
Arena lavada de río 1 m3 | 22.68 | 95,019 | 2,155,031 |
Cemento 1 Kg | 9450 | 798 | 7,541,100 |
Triturado de 3/4" x 1 m3 | 22.68 | 150,500 | 3,413,340 |
Mezcladora 1 bulto, alquiler x hora | 30 | 7,150 | 214,500 |
Cuadrilla 7 (8 obreros) x jornal | 2.1 | 578,347 | 1,214,529 |
Oficial de construcción x hora | 2.1 | 15,397 | 32,333 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 40 | 811,703 | 32,468,124 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 40 | 533,055 | 21,322,210 |
Listón 3 x 3 cm 2,7 metros madera dimensionada | 118.4 | 10,850 | 1,284,640 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 6 | 155,000 | 930,000 |
Repisa 2.8 m x 0,075 m x 0.037 m | 14.4 | 10,000 | 144,000 |
| 52.4 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 326 | 24,504 | 7,988,431 |
Cuadrilla de albañileria x 1 Hora | 32.6 | 24,504 | 798,843 |
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: | 108,692,700 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 1215 | 232,618 | 282,630,758 |
Sistema, Panel x 1 m2 x 0.04 m | 1275.75 | 56,500 | 72,079,875 |
Malla plana RG2 | 486 | 5,350 | 2,600,100 |
Malla RGU 80 | 607.5 | 6,500 | 3,948,750 |
Malla angular RG1 | 607.5 | 6,700 | 4,070,250 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 66.825 | 473,449 | 31,638,242 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 313.47 | 31,013 | 9,721,582 |
Cuadrilla de instalaciones x 1 Hora | 183.222 | 26,955 | 4,938,717 |
Cuadrilla de instalaciones x 1 Hora | 1832.22 | 26,955 | 49,387,175 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 6075 | 5,200 | 31,590,000 |
Transporte 1 tonelada x 1 kilómetro | 48.6 | 3,900 | 189,540 |
Muro panel doble cara x 1 m2 | 121.5 | 232,618 | 28,263,076 |
Muro panel doble cara x 1 m2 | 121.5 | 232,618 | 28,263,076 |
Muro panel doble cara x 1 m2 | 60.75 | 232,618 | 14,131,538 |
Muro panel doble cara x 1 m2 | 7.776 | 232,618 | 1,808,837 |
Valor Adicional: | 282,630,758 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 1000 | 90,690 | 90,689,915 |
Acero G-60 x 1 Kg | 9900 | 5,200 | 51,480,000 |
Pintuco Anticorrosivo rojo | 180 | 95,000 | 17,100,000 |
Soldadura eléctrica de 1/8" 32 barras x kilo | 120 | 34,650 | 4,158,000 |
Cuadrilla de albañileria x 1 Hora | 666 | 24,504 | 16,319,923 |
Cuadrilla de albañileria x 1 Hora | 66.6 | 24,504 | 1,631,992 |
Teja termoacustica x 1 m2, suministro e instalación | 1140 | 197,948 | 225,661,046 |
Teja termoacústica 3 m x 0.78 m | 487.236 | 393,120 | 191,542,216 |
Tornillos autoperforantes diámetro # 8, paso rosca 18, longitud 1/2" zinc hexagono metal tecks | 237.462 | 93,400 | 22,178,951 |
Andamio Tubular estandar con tijeras alquiler por día | 57 | 37,300 | 2,126,100 |
Cuadrilla de instalaciones x 1 Hora | 28.5 | 26,955 | 768,213 |
Cuadrilla de instalaciones x 1 Hora | 285 | 26,955 | 7,682,126 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 228 | 5,200 | 1,185,600 |
Transporte 1 tonelada x 1 kilómetro | 45.6 | 3,900 | 177,840 |
Valor Adicional: | 316,350,961 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Guardaescoba en ceramica porcelanato x 1m | 430 | 23,946 | 10,296,820 |
Agua para la obra 1 litro | 645 | 36 | 23,478 |
Arena lavada de río 1 m3 | 6.45 | 95,019 | 612,873 |
Pegacor max, 25 Kg, porcelanato | 10.75 | 85,500 | 919,125 |
Porcelanato sellado Beige x 1 m2 | 43 | 135,900 | 5,843,700 |
Cuadrilla de albañileria x 1 Hora | 107.5 | 24,504 | 2,634,222 |
Cuadrilla de albañileria x 1 Hora | 10.75 | 24,504 | 263,422 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 550 | 178,966 | 98,431,444 |
Agua para la obra 1 litro | 1925 | 36 | 70,070 |
Pegacor max, 25 Kg, porcelanato | 137.5 | 85,500 | 11,756,250 |
Porcelanato sellado Beige x 1 m2 | 550 | 135,900 | 74,745,000 |
Cuadrilla de albañileria x 1 Hora | 440 | 24,504 | 10,781,931 |
Cuadrilla de albañileria x 1 Hora | 44 | 24,504 | 1,078,193 |
Puerta en aluminio con vidrio templado de 6 mm a todo costo. Suministro e instalación x 1 m2 | 18 | 1,574,907 | 28,348,333 |
Puerta en aluminio con vidrio templado de 6 mm x 1m2 | 36 | 777,000 | 27,972,000 |
Instalación carpintería metálica x 1 m2 | 18 | 20,907 | 376,333 |
Ventana aluminio corrediza. Suministro e instalación x 1 m2 | 75 | 220,857 | 16,564,304 |
Ventana corrediza aluminio anodizado con vidrios x 1m2 | 75 | 199,950 | 14,996,250 |
Instalación carpintería metálica x 1 m2 | 75 | 20,907 | 1,568,054 |
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 |
División de baño corrediza | 15 | 550,000 | 8,250,000 |
Lavaplatos de sobreponer 2 m x 0.6m en acero inoxidable | 5 | 505,085 | 2,525,425 |
Puerta de triplex | 40 | 342,450 | 13,698,000 |
Valor Adicional: | 210,390,714 |
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 | 83500000 | 1 | 83,500,000 |
Valor Adicional: | 83,500,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 81000000 | 1 | 81,000,000 |
Valor Adicional: | 81,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 40500000 | 1 | 40,500,000 |
Valor Adicional: | 40,500,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 7769500 | 1 | 7,769,500 |
Valor Adicional: | 7,769,500 |
| USD$92.31 |
| USD$2.57 |
| USD$1,982.04 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Edificio nuevo con 10 plantas y 8165 m2 presupuesto de construcción | 0.00059872076 | 12,982,183,820 | 7,772,703 |
Terreno, predio, lote precio por 1m2 | 1.4968019 | 1,000,000 | 1,496,802 |
Levantamiento topográfico hasta 1,000 m2 | 0.00119744152 | 2,600,000 | 3,113 |
Replanteo Arquitectónico X 1 m2 | 4.8885550054 | 10,038 | 49,070 |
Diseño arquitectónico de edificios x 1 m2 | 4.8885550054 | 14,000 | 68,440 |
Estudio de suelos y geotecnia desde | 0.00239488304 | 4,147,000 | 9,932 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 4.8885550054 | 24,700 | 120,747 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 4.8885550054 | 6,760 | 33,047 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 4.8885550054 | 16,000 | 78,217 |
Excavación mecánica en conglomerado x 1 m3 | 4.39700526144 | 4,551 | 20,012 |
Piloteadora, alquiler por Hora | 0.0478976608 | 390,000 | 18,680 |
Acero G-60 x 1 Kg | 245.73535640984 | 5,200 | 1,277,824 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 1.27587393956 | 533,055 | 680,111 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.19937401308 | 854,441 | 170,353 |
Steel deck metaldeck grado 40 | 0.97771100108 | 451,000 | 440,948 |
Kit Mueble para baño + lavamanos | 0.0718464912 | 484,450 | 34,806 |
Punto agua fria PVC 1/2" | 0.4310789472 | 44,047 | 18,988 |
Tubo 1" x 6 m RDE 13.5 | 0.359232456 | 63,000 | 22,632 |
Sanitario suministro e instalación | 0.0718464912 | 1,077,612 | 77,423 |
Punto desagüe sanitario pvc 4" | 0.359232456 | 68,312 | 24,540 |
Caja de inspección y distribución | 0.0957953216 | 207,000 | 19,830 |
Tubería PVC sanitaria 4" | 0.239488304 | 156,100 | 37,384 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 0.0239488304 | 23,113 | 554 |
Interruptor sencillo cuatro vías. Suministro e instalación | 0.7903114032 | 23,313 | 18,424 |
Panel de 80W para sistema de energía solar | 0.0957953216 | 920,900 | 88,218 |
Inversor de voltaje 300W | 0.0239488304 | 297,050 | 7,114 |
Caja de control sistema de energía solar | 0.0239488304 | 1,018,750 | 24,398 |
Batería estacionaria 90 Amperios para sistema energía solar | 0.0957953216 | 731,600 | 70,084 |
Tablero trifásico con puerta de 24 circuitos | 0.0239488304 | 321,000 | 7,688 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 0.0957953216 | 395,000 | 37,839 |
Muro drywall doble cara x 1 m2 | 3.1013735368 | 153,842 | 477,120 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 3.113347952 | 178,966 | 557,184 |
Ascensor 8 personas | 0.00119744152 | 99,900,000 | 119,624 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 6.047079676 | 12,828 | 77,573 |
Geomembrana Instalación x 1 m2 | 1.79616228 | 13,477 | 24,208 |
Cepillera Attica | 0.059872076 | 28,850 | 1,727 |
Espejo de 2mm de espesor *1 m2 | 0.119744152 | 93,700 | 11,220 |
Argolla toalla attica | 0.059872076 | 36,250 | 2,170 |
Vidrio incoloro de 4 mm de espesor, suministro e instalación x 1 m2 | 7.573817614 | 141,747 | 1,073,563 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.0059872076 | 140,813 | 843 |
Administración | 188084.53442944 | 1 | 188,085 |
Imprevistos | 94085.37510944 | 1 | 94,085 |
Utilidad | 188084.53442944 | 1 | 188,085 |
Valor Adicional: | 7,772,703 |
| 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$311,471.29 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 1254 | 3,900 | 4,890,600 |
Salario mínimo mensual vigente, base | 3.762 | 1,300,000 | 4,890,600 |
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 | 1254 | 10,038 | 12,587,208 |
Cuerda de Nylon 100 m x 0,50 mm | 62.7 | 50,900 | 3,191,430 |
Estaca de Madera Ø=0.05 L=0.60 m | 627 | 6,100 | 3,824,700 |
| 12.54 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 20.5656 | 24,504 | 503,947 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 206.7846 | 24,504 | 5,067,130 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de casa personalizada x 1 m2 | 1254 | 28,597 | 35,860,814 |
Salario diario vigente | 827.64 | 43,329 | 35,860,814 |
Estudio de suelos y geotecnia desde | 6 | 4,147,000 | 24,882,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 18 | 650,000 | 11,700,000 |
Ensayo SPT | 6 | 247,000 | 1,482,000 |
Informe Geotécnico y recomendaciones de construcción | 6 | 1,950,000 | 11,700,000 |
Diseño estructural y memorias de cálculo para una casa | 6 | 2,903,043 | 17,418,258 |
Salario diario vigente | 402 | 43,329 | 17,418,258 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 1254 | 6,760 | 8,477,040 |
Diseño hidráulico de edificio x 1 m2 | 1254 | 3,380 | 4,238,520 |
Diseño sanitario de edificio x 1 m2, servicio | 1254 | 3,380 | 4,238,520 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 1254 | 16,000 | 20,064,000 |
Valor Adicional: | 139,779,919 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación manual en conglomerado x 1 m3 | 60 | 58,492 | 3,509,519 |
Cuadrilla de albañileria x 1 Hora | 13.02 | 24,504 | 319,047 |
Cuadrilla de albañileria x 1 Hora | 130.2 | 24,504 | 3,190,471 |
Volqueta de 6 m3 Alquiler por hora | 0 | 143,000 | 0 |
Valor Adicional: | 3,509,519 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 18 | 484,450 | 8,720,100 |
Punto agua fria PVC 1/2" | 108 | 44,047 | 4,757,022 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 21.6 | 20,300 | 438,480 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 5.4 | 30,700 | 165,780 |
Codo PVC 90° presión de 1/2" x 10 unidades | 10.8 | 45,000 | 486,000 |
Soldadura para PVC 1/4 de galón | 4.32 | 53,500 | 231,120 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 1.62 | 77,000 | 124,740 |
Instalación carpintería metálica x 1 m2 | 143.964 | 20,907 | 3,009,911 |
Instalación carpintería metálica x 1 m2 | 14.3964 | 20,907 | 300,991 |
Tubo 1" x 6 m RDE 13.5 | 90 | 63,000 | 5,670,000 |
Valor Adicional: | 19,147,122 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 18 | 1,077,612 | 19,397,013 |
Sanitario One Piece Galio Blanco | 18 | 974,000 | 17,532,000 |
Instalación de aparatos sanitarios x unidad | 18 | 103,612 | 1,865,013 |
Punto desagüe sanitario pvc 4" | 90 | 68,312 | 6,148,087 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 15.3 | 78,000 | 1,193,400 |
Cuadrilla de albañileria x 1 Hora | 180 | 24,504 | 4,410,790 |
Limpiador para PVC 1/4 de galón | 3.384 | 99,000 | 335,016 |
Soldadura para PVC DE 1/4 de Galón | 2.817 | 74,150 | 208,881 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 24 | 207,000 | 4,968,000 |
Tubería PVC sanitaria 4" | 60 | 156,100 | 9,366,000 |
Valor Adicional: | 39,879,100 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 36 | 492,210 | 17,719,560 |
Agua para la obra 1 litro | 6444 | 36 | 234,562 |
Arena lavada de río 1 m3 | 27.216 | 95,019 | 2,586,037 |
Cemento 1 Kg | 11340 | 798 | 9,049,320 |
Triturado de 3/4" x 1 m3 | 27.216 | 150,500 | 4,096,008 |
Mezcladora 1 bulto, alquiler x hora | 36 | 7,150 | 257,400 |
Cuadrilla 7 (8 obreros) x jornal | 2.52 | 578,347 | 1,457,434 |
Oficial de construcción x hora | 2.52 | 15,397 | 38,799 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 48 | 811,703 | 38,961,749 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 48 | 533,055 | 25,586,653 |
Listón 3 x 3 cm 2,7 metros madera dimensionada | 142.08 | 10,850 | 1,541,568 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 7.2 | 155,000 | 1,116,000 |
Repisa 2.8 m x 0,075 m x 0.037 m | 17.28 | 10,000 | 172,800 |
| 62.88 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 391.2 | 24,504 | 9,586,117 |
Cuadrilla de albañileria x 1 Hora | 39.12 | 24,504 | 958,612 |
Acero G-60 x 1 Kg | 3600 | 5,200 | 18,720,000 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 84 | 533,055 | 44,776,642 |
Arena lavada de río 1 m3 | 49.392 | 95,019 | 4,693,178 |
Cemento 1 Kg | 30870 | 798 | 24,634,260 |
Triturado de 3/4" x 1 m3 | 74.088 | 150,500 | 11,150,244 |
Agua para la obra 1 litro | 16758 | 36 | 609,991 |
Mezcladora 1 bulto, alquiler x hora | 40.32 | 7,150 | 288,288 |
Cuadrilla 7 (8 obreros) x jornal | 5.88 | 578,347 | 3,400,680 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 12 | 854,441 | 10,253,289 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 12 | 533,055 | 6,396,663 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.12 | 155,000 | 18,600 |
Durmiente ordinario 0,04x0.04x3,00 m. | 12 | 30,000 | 360,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 12 | 32,500 | 390,000 |
Vara clavo 3m | 2.04 | 20,100 | 41,004 |
Cuadrilla de albañileria x 1 Hora | 108 | 24,504 | 2,646,474 |
Cuadrilla de albañileria x 1 Hora | 10.8 | 24,504 | 264,647 |
Vibrador eléctrico de aguja para concreto x hora | 18 | 7,550 | 135,900 |
Valor Adicional: | 130,431,240 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 1458 | 232,618 | 339,156,910 |
Sistema, Panel x 1 m2 x 0.04 m | 1530.9 | 56,500 | 86,495,850 |
Malla plana RG2 | 583.2 | 5,350 | 3,120,120 |
Malla RGU 80 | 729 | 6,500 | 4,738,500 |
Malla angular RG1 | 729 | 6,700 | 4,884,300 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 80.19 | 473,449 | 37,965,890 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 376.164 | 31,013 | 11,665,899 |
Cuadrilla de instalaciones x 1 Hora | 219.8664 | 26,955 | 5,926,461 |
Cuadrilla de instalaciones x 1 Hora | 2198.664 | 26,955 | 59,264,610 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 7290 | 5,200 | 37,908,000 |
Transporte 1 tonelada x 1 kilómetro | 58.32 | 3,900 | 227,448 |
Muro panel doble cara x 1 m2 | 145.8 | 232,618 | 33,915,691 |
Muro panel doble cara x 1 m2 | 145.8 | 232,618 | 33,915,691 |
Muro panel doble cara x 1 m2 | 72.9 | 232,618 | 16,957,845 |
Muro panel doble cara x 1 m2 | 9.3312 | 232,618 | 2,170,604 |
Valor Adicional: | 339,156,910 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 1200 | 90,690 | 108,827,898 |
Acero G-60 x 1 Kg | 11880 | 5,200 | 61,776,000 |
Pintuco Anticorrosivo rojo | 216 | 95,000 | 20,520,000 |
Soldadura eléctrica de 1/8" 32 barras x kilo | 144 | 34,650 | 4,989,600 |
Cuadrilla de albañileria x 1 Hora | 799.2 | 24,504 | 19,583,908 |
Cuadrilla de albañileria x 1 Hora | 79.92 | 24,504 | 1,958,391 |
Teja termoacustica x 1 m2, suministro e instalación | 1368 | 197,948 | 270,793,255 |
Teja termoacústica 3 m x 0.78 m | 584.6832 | 393,120 | 229,850,660 |
Tornillos autoperforantes diámetro # 8, paso rosca 18, longitud 1/2" zinc hexagono metal tecks | 284.9544 | 93,400 | 26,614,741 |
Andamio Tubular estandar con tijeras alquiler por día | 68.4 | 37,300 | 2,551,320 |
Cuadrilla de instalaciones x 1 Hora | 34.2 | 26,955 | 921,855 |
Cuadrilla de instalaciones x 1 Hora | 342 | 26,955 | 9,218,551 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 273.6 | 5,200 | 1,422,720 |
Transporte 1 tonelada x 1 kilómetro | 54.72 | 3,900 | 213,408 |
Valor Adicional: | 379,621,153 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 60 | 140,813 | 8,448,805 |
Cascarilla de arroz x bulto 45 Kg | 15 | 155,000 | 2,325,000 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 4.5 | 91,000 | 409,500 |
Plántula aguacate | 60 | 33,250 | 1,995,000 |
Tierra negra abonada x 1 m3 | 12 | 235,000 | 2,820,000 |
Pala redonda No. 4 mango plástico | 0.3 | 63,000 | 18,900 |
Cuadrilla de instalaciones x 1 Hora | 30 | 26,955 | 808,645 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 12 | 5,200 | 62,400 |
Transporte 1 tonelada x 1 kilómetro | 2.4 | 3,900 | 9,360 |
Valor Adicional: | 8,448,805 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 76200000 | 1 | 76,200,000 |
Valor Adicional: | 76,200,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 37200000 | 1 | 37,200,000 |
Valor Adicional: | 37,200,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 37200000 | 1 | 37,200,000 |
Valor Adicional: | 37,200,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 7068000 | 1 | 7,068,000 |
Valor Adicional: | 7,068,000 |
| USD$348.02 |
| USD$19,862,741.24 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Terreno, predio, lote precio por 1m2 | 15000 | 1,000,000 | 15,000,000,000 |
Valor Adicional: | 15,000,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Levantamiento topográfico hasta 1,000 m2 | 12 | 2,600,000 | 31,200,000 |
Salario mínimo mensual vigente, base | 24 | 1,300,000 | 31,200,000 |
Replanteo Arquitectónico X 1 m2 | 48990 | 10,038 | 491,744,263 |
Cuerda de Nylon 100 m x 0,50 mm | 2449.5 | 50,900 | 124,679,550 |
Estaca de Madera Ø=0.05 L=0.60 m | 24495 | 6,100 | 149,419,500 |
| 489.9 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 803.436 | 24,504 | 19,687,708 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 8078.451 | 24,504 | 197,957,506 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de edificios x 1 m2 | 48990 | 14,000 | 685,860,000 |
Estudio de suelos y geotecnia desde | 24 | 4,147,000 | 99,528,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 72 | 650,000 | 46,800,000 |
Ensayo SPT | 24 | 247,000 | 5,928,000 |
Informe Geotécnico y recomendaciones de construcción | 24 | 1,950,000 | 46,800,000 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 48990 | 24,700 | 1,210,053,000 |
Salario mínimo mensual vigente, base | 930.81 | 1,300,000 | 1,210,053,000 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 48990 | 6,760 | 331,172,400 |
Diseño hidráulico de edificio x 1 m2 | 48990 | 3,380 | 165,586,200 |
Diseño sanitario de edificio x 1 m2, servicio | 48990 | 3,380 | 165,586,200 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 48990 | 16,000 | 783,840,000 |
Valor Adicional: | 3,633,397,663 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación mecánica en conglomerado x 1 m3 | 44064 | 4,551 | 200,546,280 |
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 | 1101.6 | 182,050 | 200,546,280 |
Piloteadora, alquiler por Hora | 480 | 390,000 | 187,200,000 |
Salario mínimo mensual vigente, base | 144 | 1,300,000 | 187,200,000 |
Valor Adicional: | 387,746,280 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 2462604 | 5,200 | 12,805,540,800 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 12786 | 533,055 | 6,815,644,570 |
Arena lavada de río 1 m3 | 7518.168 | 95,019 | 714,368,805 |
Cemento 1 Kg | 4698855 | 798 | 3,749,686,290 |
Triturado de 3/4" x 1 m3 | 11277.252 | 150,500 | 1,697,226,460 |
Agua para la obra 1 litro | 2550807 | 36 | 92,849,375 |
Mezcladora 1 bulto, alquiler x hora | 6137.28 | 7,150 | 43,881,552 |
Cuadrilla 7 (8 obreros) x jornal | 895.02 | 578,347 | 517,632,088 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 1998 | 854,441 | 1,707,172,543 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 1998 | 533,055 | 1,065,044,412 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 19.98 | 155,000 | 3,096,900 |
Durmiente ordinario 0,04x0.04x3,00 m. | 1998 | 30,000 | 59,940,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 1998 | 32,500 | 64,935,000 |
Vara clavo 3m | 339.66 | 20,100 | 6,827,166 |
Cuadrilla de albañileria x 1 Hora | 17982 | 24,504 | 440,637,923 |
Cuadrilla de albañileria x 1 Hora | 1798.2 | 24,504 | 44,063,792 |
Vibrador eléctrico de aguja para concreto x hora | 2997 | 7,550 | 22,627,350 |
Steel deck metaldeck grado 40 | 9798 | 451,000 | 4,418,898,000 |
Valor Adicional: | 25,747,255,913 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 720 | 484,450 | 348,804,000 |
Punto agua fria PVC 1/2" | 4320 | 44,047 | 190,280,897 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 864 | 20,300 | 17,539,200 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 216 | 30,700 | 6,631,200 |
Codo PVC 90° presión de 1/2" x 10 unidades | 432 | 45,000 | 19,440,000 |
Soldadura para PVC 1/4 de galón | 172.8 | 53,500 | 9,244,800 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 64.8 | 77,000 | 4,989,600 |
Instalación carpintería metálica x 1 m2 | 5758.56 | 20,907 | 120,396,452 |
Instalación carpintería metálica x 1 m2 | 575.856 | 20,907 | 12,039,645 |
Tubo 1" x 6 m RDE 13.5 | 3600 | 63,000 | 226,800,000 |
Valor Adicional: | 765,884,897 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 720 | 1,077,612 | 775,880,524 |
Sanitario One Piece Galio Blanco | 720 | 974,000 | 701,280,000 |
Instalación de aparatos sanitarios x unidad | 720 | 103,612 | 74,600,524 |
Punto desagüe sanitario pvc 4" | 3600 | 68,312 | 245,923,463 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 612 | 78,000 | 47,736,000 |
Cuadrilla de albañileria x 1 Hora | 7200 | 24,504 | 176,431,601 |
Limpiador para PVC 1/4 de galón | 135.36 | 99,000 | 13,400,640 |
Soldadura para PVC DE 1/4 de Galón | 112.68 | 74,150 | 8,355,222 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 960 | 207,000 | 198,720,000 |
Tubería PVC sanitaria 4" | 2400 | 156,100 | 374,640,000 |
Valor Adicional: | 1,595,163,987 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 240 | 23,113 | 5,547,065 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 48 | 94,000 | 4,512,000 |
Cuadrilla de albañileria x 1 Hora | 38.4 | 24,504 | 940,969 |
Cuadrilla de albañileria x 1 Hora | 3.84 | 24,504 | 94,097 |
Interruptor sencillo cuatro vías. Suministro e instalación | 7920 | 23,313 | 184,637,158 |
Interruptor sencillo cuatro vías x 5 unidades | 1584 | 95,000 | 150,480,000 |
Cuadrilla de albañileria x 1 Hora | 1267.2 | 24,504 | 31,051,962 |
Cuadrilla de albañileria x 1 Hora | 126.72 | 24,504 | 3,105,196 |
Panel de 80W para sistema de energía solar | 960 | 920,900 | 884,064,000 |
Inversor de voltaje 300W | 240 | 297,050 | 71,292,000 |
Caja de control sistema de energía solar | 240 | 1,018,750 | 244,500,000 |
Batería estacionaria 90 Amperios para sistema energía solar | 960 | 731,600 | 702,336,000 |
Tablero trifásico con puerta de 24 circuitos | 240 | 321,000 | 77,040,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 960 | 395,000 | 379,200,000 |
Valor Adicional: | 2,548,616,224 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro drywall doble cara x 1 m2 | 31080 | 153,842 | 4,781,396,866 |
Lámina Drywall Superboard 8mm x 2440mm x 1220mm | 23145.276 | 83,900 | 1,941,888,656 |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 155.4 | 135,750 | 21,095,550 |
Tornillos autoroscantes de 6 X 1" para dry wall punta broca | 8391.6 | 32,100 | 269,370,360 |
Perfil canal estructural para lámina fibrocemento en sistemas livianos (89 mm) 2.44 m | 25485.6 | 25,500 | 649,882,800 |
Cuadrilla de carpintería por hora | 2588.964 | 38,130 | 98,715,955 |
Cuadrilla de carpintería por hora | 25898.964 | 38,130 | 987,515,066 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 155400 | 5,200 | 808,080,000 |
Transporte 1 tonelada x 1 kilómetro | 1243.2 | 3,900 | 4,848,480 |
Valor Adicional: | 4,781,396,866 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 31200 | 178,966 | 5,583,747,384 |
Agua para la obra 1 litro | 109200 | 36 | 3,974,880 |
Pegacor max, 25 Kg, porcelanato | 7800 | 85,500 | 666,900,000 |
Porcelanato sellado Beige x 1 m2 | 31200 | 135,900 | 4,240,080,000 |
Cuadrilla de albañileria x 1 Hora | 24960 | 24,504 | 611,629,549 |
Cuadrilla de albañileria x 1 Hora | 2496 | 24,504 | 61,162,955 |
Ascensor 8 personas | 12 | 99,900,000 | 1,198,800,000 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 60600 | 12,828 | 777,388,920 |
Intervinil 5 galones, vinilo tipo 2 | 606 | 230,000 | 139,380,000 |
Cuadrilla de pintura x 1 hora | 1333.2 | 38,563 | 51,411,938 |
Cuadrilla de pintura x 1 hora | 13332 | 38,563 | 514,119,383 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 12120 | 5,200 | 63,024,000 |
Transporte 1 tonelada x 1 kilómetro | 2424 | 3,900 | 9,453,600 |
Geomembrana Instalación x 1 m2 | 18000 | 13,477 | 242,593,452 |
Cuadrilla de albañileria x 1 Hora | 900 | 24,504 | 22,053,950 |
Cuadrilla de albañileria x 1 Hora | 9000 | 24,504 | 220,539,501 |
Cepillera Attica | 600 | 28,850 | 17,310,000 |
Espejo de 2mm de espesor *1 m2 | 1200 | 93,700 | 112,440,000 |
Argolla toalla attica | 600 | 36,250 | 21,750,000 |
Vidrio incoloro de 4 mm de espesor, suministro e instalación x 1 m2 | 75900 | 141,747 | 10,758,570,530 |
Vidrio incoloro de 5 mm de espesor x 1 m2 | 75900 | 130,000 | 9,867,000,000 |
Silicona transparente con fungicida 11 Onzas | 6906.9 | 39,050 | 269,714,445 |
Cuadrilla de albañileria x 1 Hora | 18975 | 24,504 | 464,970,781 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 27893.25 | 5,200 | 145,044,900 |
Transporte 1 tonelada x 1 kilómetro | 3036 | 3,900 | 11,840,400 |
Valor Adicional: | 18,712,600,286 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 60 | 140,813 | 8,448,805 |
Cascarilla de arroz x bulto 45 Kg | 15 | 155,000 | 2,325,000 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 4.5 | 91,000 | 409,500 |
Plántula aguacate | 60 | 33,250 | 1,995,000 |
Tierra negra abonada x 1 m3 | 12 | 235,000 | 2,820,000 |
Pala redonda No. 4 mango plástico | 0.3 | 63,000 | 18,900 |
Cuadrilla de instalaciones x 1 Hora | 30 | 26,955 | 808,645 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 12 | 5,200 | 62,400 |
Transporte 1 tonelada x 1 kilómetro | 2.4 | 3,900 | 9,360 |
Valor Adicional: | 8,448,805 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 1884864000 | 1 | 1,884,864,000 |
Valor Adicional: | 1,884,864,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 942864000 | 1 | 942,864,000 |
Valor Adicional: | 942,864,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 1884864000 | 1 | 1,884,864,000 |
Valor Adicional: | 1,884,864,000 |
| 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$17.86 |
| USD$22.72 |
| USD$9.32 |
| USD$25.86 |
| USD$70.34 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 0.06 | 135,750 | 8,145 |
| 1.02 | 0 | 0 |
Vinilo , Viniltex 5 galones | 0.03 | 364,000 | 10,920 |
Angulo 6m x 25 mm x 2.5mm | 1.26 | 22,700 | 28,602 |
Vigueta 1-1/2" x 3/4" x 0.38 mm x 2.44 m | 1.95 | 4,550 | 8,873 |
Valor Adicional: | 56,540 |
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$56.00 |
| 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$20.40 |
| 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$356.90 |
| 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$34.65 |
| 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$344.76 |
| USD$56.61 |
| USD$66.25 |
| USD$78.34 |
| USD$2.59 |
| USD$214.89 |
| USD$16.72 |
| USD$76.35 |
| USD$87.21 |
| 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$818.50 |
| USD$24.05 |
| USD$26.52 |
| USD$44.20 |
| USD$5.70 |
| USD$185.64 |
| USD$144.59 |
| USD$13.03 |
| USD$39.27 |
| USD$7.96 |
| USD$6.98 |
| USD$75.48 |
| USD$178.98 |
| USD$14.03 |
| USD$0.00 |
| USD$31.11 |
| USD$1,292.85 |
| USD$34.96 |
| USD$7,803.00 |
| USD$10.63 |
| USD$62.73 |
| USD$90.37 |
| USD$10.10 |
| USD$19.34 |
| USD$109.40 |
| USD$126.12 |
| USD$50.44 |
| USD$8.95 |
| USD$5.67 |
| USD$14.28 |
| USD$8.84 |
| USD$10.97 |
| USD$23.14 |
| USD$38.25 |
| USD$38.25 |
| USD$36.38 |
| USD$19.33 |
| USD$8.06 |
| USD$61.20 |
| USD$10.71 |
| USD$131.07 |
| 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$464.47 |
| 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$35.70 |
| USD$21.68 |
| USD$157.05 |
| USD$61.12 |
| USD$50.03 |
| 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$51.00 |
| USD$48.96 |
| USD$63.57 |
| USD$22.31 |
| USD$4,838.88 |
| USD$180.37 |
| USD$155.30 |
| USD$53.03 |
| USD$13.44 |
| USD$28.84 |
| USD$1,658.93 |
| USD$75.99 |
| USD$407.95 |
| USD$153.00 |
| USD$11.22 |
| USD$548.15 |
| USD$53.70 |
| USD$106.95 |
| USD$98.18 |
| USD$20.40 |
| USD$26.98 |
| USD$8.70 |
| USD$113.73 |
| USD$68.07 |
| USD$21.84 |
| USD$58.22 |
| USD$41.59 |
| USD$38.48 |
| USD$137.70 |
| USD$68.35 |
| USD$278.94 |
| USD$158.56 |
| USD$24.86 |
| USD$7.05 |
| USD$29.76 |
| USD$838.40 |
| USD$6.63 |
| USD$44.37 |
| USD$122.16 |
| USD$133.72 |
| USD$128.52 |
| USD$177.99 |
| USD$15.40 |
| USD$27.26 |
| USD$88.74 |
| USD$291.39 |
| 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$96.77 |
| USD$74.59 |
| USD$51.00 |
| 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$82.52 |
| USD$63.38 |
| USD$109.40 |
| USD$19.10 |
| USD$250.41 |
| USD$68.85 |
| USD$31.38 |
| USD$302.18 |
| USD$63.75 |
| USD$145.86 |
| USD$383.76 |
| USD$46.41 |
| USD$17.26 |
| USD$45.19 |
| USD$198.90 |
| USD$21.70 |
| USD$19.89 |
| USD$50.75 |
| USD$228.99 |
| USD$101.80 |
| USD$35.42 |
| 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$5.56 |
| USD$149.18 |
| USD$133.19 |
| USD$149.18 |
| USD$75.99 |
| USD$185.64 |
| USD$145.86 |
| USD$149.18 |
| USD$16.58 |
| USD$21.27 |
| USD$248.63 |
| USD$288.15 |
| USD$21.04 |
| USD$700.93 |
| USD$46.01 |
| USD$15.56 |
| USD$21.04 |
| USD$37.82 |
| USD$232.05 |
| USD$913.41 |
| USD$4,313.45 |
| USD$11.14 |
| USD$29.25 |
| USD$60.40 |
| USD$30.49 |
| USD$145.86 |
| USD$26.52 |
| USD$44.29 |
| USD$22.82 |
| USD$15.43 |
| USD$27.26 |
| USD$12.14 |
| USD$4,248.75 |
| USD$149.18 |
| 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$24.52 |
| USD$3,643.44 |
| USD$2,677.50 |
| USD$31.67 |
| USD$1,071.00 |
| USD$12.09 |
| USD$285.60 |
| USD$205.79 |
| USD$83.31 |
| USD$113.99 |
| USD$33.92 |
| USD$34.31 |
| USD$421.21 |
| USD$36.80 |
| USD$14.15 |
| USD$331.50 |
| USD$64.26 |
| USD$509.97 |
| USD$137.19 |
| USD$215.73 |
| USD$20.23 |
| USD$17.64 |
| USD$140.25 |
| USD$306,000.00 |
| USD$396.49 |
| USD$17.14 |
| USD$81.50 |
| 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$420.75 |
| USD$28.99 |
| USD$35.43 |
| USD$25.55 |
| USD$174.04 |
| USD$103.96 |
| USD$109.05 |
| USD$172.81 |
| USD$30.09 |
| USD$150.45 |
| USD$11.14 |
| USD$17.40 |
| USD$14.50 |
| USD$84.24 |
| USD$59.29 |
| USD$25.87 |
| USD$40.70 |
| 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$71.40 |
| USD$5.28 |
| 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$76.50 |
| USD$120.11 |
| USD$14.50 |
| USD$4.09 |
| USD$29.71 |
| USD$57.38 |
| USD$0.00 |
| USD$17.40 |
| USD$1.79 |
| USD$40.51 |
| USD$42.46 |
| USD$42.02 |
| USD$688.50 |
| USD$41.77 |
| USD$74.97 |
| USD$34.43 |
| USD$5.74 |
| USD$65.03 |
| USD$145.35 |
| USD$245.57 |
| USD$2,039.95 |
| USD$13,961.25 |
| USD$2,361.75 |
| USD$30.60 |
| USD$2.52 |
| USD$7.62 |
| USD$12,997.35 |
| USD$27.37 |
| USD$11,790.28 |
| USD$2.52 |
| USD$0.00 |
| USD$1,284.60 |
| USD$64.26 |
| USD$23,692.87 |
| USD$40.80 |
| USD$20.40 |
| USD$12.75 |
| USD$28.31 |
| USD$6.41 |
| USD$20.40 |
| USD$13.62 |
| USD$39,780.00 |
| USD$3,267.32 |
| USD$51.00 |
| USD$122.40 |
| USD$166.21 |
| USD$27,880.50 |
| USD$7.65 |
| USD$16.50 |
| USD$107.29 |
| USD$342.72 |
| USD$2.56 |
| USD$243.02 |
| USD$40.80 |
| USD$669.03 |
| USD$0.02 |
| USD$66.30 |
| USD$10.20 |
| USD$9.24 |
| USD$7.65 |
| USD$410.04 |
| USD$8.71 |
| USD$353.76 |
| USD$6.41 |
| USD$10.20 |
| USD$22.87 |
| USD$879.75 |
| USD$45.85 |
| USD$374.85 |
| USD$18.37 |
| USD$30.60 |
| USD$6.16 |
| USD$9.23 |
| USD$222.11 |
| USD$9.59 |
| USD$6.83 |
| USD$239.14 |
| USD$51.00 |
| USD$42.23 |
| 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$1,486.53 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Apartamento nuevo en edificio de 10 plantas, Precio por 1 m2 | 3 | 1,943,176 | 5,829,527 |
Edificio nuevo con 10 plantas y 8165 m2 presupuesto de construcción | 0.00044904057 | 12,982,183,820 | 5,829,527 |
Valor Adicional: | 5,829,527 |
| USD$1.07 |
| USD$9.13 |
| USD$35.70 |
| USD$1,147.50 |
| USD$48.28 |
| USD$169.18 |
| USD$33.46 |
| USD$290.70 |
| USD$599.40 |
| USD$130.56 |
| USD$52.38 |
| USD$28.71 |
| USD$72.51 |
| USD$243.08 |
| USD$18.62 |
| USD$107.10 |
| USD$34.35 |
| USD$39.37 |
| USD$290.70 |
| USD$267.75 |
| USD$320.99 |
| USD$66.94 |
| 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$154.58 |
| 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$70.00 |
| USD$22.66 |
| USD$1,683.00 |
| USD$146.17 |
| USD$76.45 |
| USD$193.80 |
| USD$21.42 |
| USD$104.45 |
| USD$6.02 |
| USD$226.44 |
| 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$193.80 |
| 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$15.30 |
| USD$18.02 |
| USD$132.09 |
| USD$64.18 |
| 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$10.30 |
| 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$1,364.25 |
| USD$7.99 |
| USD$3.83 |
| USD$113.22 |
| USD$2,140.73 |
| 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$17.34 |
| USD$101.75 |
| USD$101.83 |
| USD$841.50 |
| USD$12.39 |
| USD$9.89 |
| USD$30.60 |
| USD$44.31 |
| USD$47.15 |
| USD$0.00 |
| USD$39.78 |
| USD$18.77 |
| USD$56.57 |
| USD$803.25 |
| USD$1,524.90 |
| USD$9.95 |
| USD$109.40 |
| USD$19.13 |
| USD$1.19 |
| USD$11.07 |
| USD$0.00 |
| USD$56.00 |
| USD$12.75 |
| USD$59.67 |
| USD$127.50 |
| USD$22.62 |
| USD$46.21 |
| 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$49.73 |
| USD$408.00 |
| USD$13.90 |
| USD$15.45 |
| USD$1,239.30 |
| USD$442.44 |
| USD$37.83 |
| USD$380.46 |
| 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$230.52 |
| USD$331.50 |
| USD$84.86 |
| USD$72.14 |
| USD$656.37 |
| USD$14.87 |
| USD$29.39 |
| USD$87.59 |
| USD$61.12 |
| USD$5,010.75 |
| USD$39.42 |
| USD$19.05 |
| USD$25.09 |
| 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$73,440.00 |
| USD$147.76 |
| 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$66.41 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.6 | 5,200 | 3,120 |
Salario mínimo mensual vigente, base | 0.0024 | 1,300,000 | 3,120 |
Transporte 1 tonelada x 1 kilómetro | 0.12 | 3,900 | 468 |
Salario mínimo mensual vigente, base | 0.00036 | 1,300,000 | 468 |
Valor Adicional: | 3,588 |
| USD$45.67 |
| USD$66.61 |
| USD$27,369.41 |
| USD$1,791.95 |
| USD$10.43 |
| USD$194.40 |
| USD$57.63 |
| USD$15.91 |
| USD$14.00 |
| USD$107.61 |
| USD$25.21 |
| USD$265.20 |
| 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$65.41 |
| USD$10.10 |
| USD$21.65 |
| USD$1.14 |
| USD$0.78 |
| USD$12.75 |
| USD$116.03 |
| USD$91.80 |
| USD$5,967.00 |
| USD$91.75 |
| USD$58.14 |
| 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$157.08 |
| 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$11.58 |
| USD$422.99 |
| USD$86.78 |
| USD$42.13 |
| USD$25.04 |
| USD$534.74 |
| USD$1,552.03 |
| USD$33.66 |
| USD$229.46 |
| 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$23.18 |
| 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$326.30 |
| USD$198.90 |
| USD$13.35 |
| USD$33.15 |
| USD$22.27 |
| USD$256.12 |
| USD$14.92 |
| USD$110.93 |
| USD$17.67 |
| USD$42.33 |
| USD$80.99 |
| 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$332.70 |
| USD$555.49 |
| USD$119.34 |
| USD$44.33 |
| USD$36.46 |
| USD$17.85 |
| USD$71.68 |
| USD$28.81 |
| USD$16.58 |
| USD$74.59 |
| USD$59.67 |
| USD$54.37 |
| USD$142.42 |
| USD$26.98 |
| USD$285.60 |
| USD$17.82 |
| USD$24.74 |
| USD$7.54 |
| USD$21.83 |
| USD$75.93 |
| USD$181.27 |
| USD$16.12 |
| USD$10.02 |
| USD$17.44 |
| USD$43.58 |
| USD$132.60 |
| USD$43.61 |
| USD$20.34 |
| USD$15.24 |
| USD$40.75 |
| USD$5.98 |
| USD$196.35 |
| USD$79.65 |
| USD$136.94 |
| USD$26.20 |
| USD$5,672.22 |
| USD$30.57 |
| USD$637,444.00 |
| USD$89.31 |
| USD$8.98 |
| USD$68.34 |
| USD$49.47 |
| USD$61.58 |
| USD$2.32 |
| 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$141.45 |
| USD$325.48 |
| USD$24.74 |
| USD$263.62 |
| USD$8.86 |
| USD$16.83 |
| USD$378.68 |
| USD$18.11 |
| USD$21.57 |
| USD$11.55 |
| USD$22.27 |
| USD$12,758.11 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sikaguard 68 Blanco Brillante | 8 | 699,000 | 5,592,000 |
Sikaplan®-12 NTR | 8 | 2,990,000 | 23,920,000 |
Sikatop - Seal 107 20 kilos | 24 | 184,900 | 4,437,600 |
Geotextil no tejido NT-1800 | 0.8 | 2,422,700 | 1,938,160 |
Valor Adicional: | 35,887,760 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla de instalaciones x 1 Hora | 160 | 26,955 | 4,312,772 |
Oficial de construcción x hora | 176 | 15,397 | 2,709,795 |
Ayudante de construcción x 1 hora | 176 | 9,108 | 1,602,977 |
Valor Adicional: | 4,312,772 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 3760000 | 1 | 3,760,000 |
Valor Adicional: | 3,760,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 3760000 | 1 | 3,760,000 |
Valor Adicional: | 3,760,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 1880000 | 1 | 1,880,000 |
Valor Adicional: | 1,880,000 |
| USD$3,668.94 |
| USD$37.23 |
| USD$184.88 |
| USD$8.61 |
| USD$23.49 |
| USD$46.92 |
| USD$106.08 |
| USD$15.47 |
| USD$11.54 |
| USD$19.13 |
| USD$7.66 |
| USD$8.61 |
| USD$4.18 |
| 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$4,640.54 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 420 | 43,329 | 18,198,180 |
Salario mínimo mensual vigente, base | 13.9986 | 1,300,000 | 18,198,180 |
Valor Adicional: | 18,198,180 |
| USD$15.81 |
| USD$14.93 |
| USD$33.43 |
| USD$116.54 |
| USD$334.56 |
| USD$30.83 |
| USD$3,136.50 |
| USD$114.75 |
| USD$13.82 |
| USD$45.05 |
| USD$44.75 |
| USD$7.61 |
| USD$75.74 |
| USD$687.99 |
| USD$201.76 |
| USD$28.87 |
| USD$16.60 |
| USD$46.41 |
| USD$16.40 |
| USD$480.69 |
| USD$124.95 |
| USD$305.24 |
| USD$417.69 |
| USD$40.29 |
| USD$38.25 |
| USD$484.50 |
| USD$0.00 |
| USD$58.01 |
| USD$663.00 |
| USD$59.10 |
| USD$265.20 |
| USD$291.18 |
| USD$73.06 |
| USD$8.49 |
| USD$295.24 |
| USD$25.86 |
| USD$305.49 |
| USD$25.25 |
| USD$326.91 |
| USD$1,466.25 |
| USD$44.14 |
| USD$93.48 |
| USD$7.89 |
| USD$198.90 |
| USD$92.82 |
| USD$43.35 |
| USD$13.11 |
| USD$2,848.86 |
| USD$0.00 |
| USD$99.55 |
| USD$6.62 |
| USD$11.22 |
| 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$24.59 |
| 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$51.92 |
| 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$469.66 |
| 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$343.49 |
| USD$2,254.20 |
| USD$1.55 |
| USD$19.89 |
| USD$1,784.49 |
| USD$295.63 |
| USD$6.63 |
| USD$35.60 |
| USD$200.18 |
| USD$32.74 |
| USD$519.56 |
| USD$76.50 |
| USD$41.81 |
| USD$99.45 |
| USD$99.55 |
| 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$431.27 |
| USD$841.50 |
| USD$1,568.25 |
| USD$51.51 |
| USD$89.25 |
| USD$578.85 |
| USD$47.94 |
| USD$20.96 |
| USD$16.60 |
| USD$191.25 |
| USD$23.13 |
| USD$69.68 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 0.68 | 78,000 | 53,040 |
Cuadrilla de albañileria x 1 Hora | 8 | 24,504 | 196,035 |
Oficial de construcción x hora | 8 | 15,397 | 123,173 |
Ayudante de construcción x 1 hora | 8 | 9,108 | 72,863 |
Limpiador para PVC 1/4 de galón | 0.1504 | 99,000 | 14,890 |
Soldadura para PVC DE 1/4 de Galón | 0.1252 | 74,150 | 9,284 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Valor Adicional: | 273,248 |
| USD$121.54 |
| USD$803.20 |
| USD$2,229.98 |
| USD$0.00 |
| USD$396.27 |
| USD$29.41 |
| USD$12.51 |
| USD$200.61 |
| USD$19.30 |
| USD$60.07 |
| USD$13.23 |
| USD$595.94 |
| USD$7.54 |
| USD$10.91 |
| USD$651.32 |
| 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$199.93 |
| USD$6.12 |
| USD$1,493.28 |
| USD$14.82 |
| USD$5.10 |
| USD$48.62 |
| USD$5,905.80 |
| 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$24.17 |
| USD$15.44 |
| USD$4.22 |
| USD$14.28 |
| USD$115.26 |
| USD$3.42 |
| USD$1,904.60 |
| 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$39.40 |
| USD$198.90 |
| USD$30.60 |
| USD$17.15 |
| USD$46.05 |
| USD$23.49 |
| USD$11.21 |
| USD$361.59 |
| USD$21.14 |
| USD$13.64 |
| USD$74.59 |
| USD$61.20 |
| 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$185.61 |
| 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$87.59 |
| USD$211.65 |
| USD$562.28 |
| 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$136.55 |
| USD$6.38 |
| USD$30.71 |
| USD$8.49 |
| USD$33,150.00 |
| USD$16.68 |
| USD$8.29 |
| USD$8.35 |
| USD$18.90 |
| USD$126.99 |
| USD$140.12 |
| 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$9,613.96 |
| USD$15.26 |
| USD$23.46 |
| USD$994.50 |
| USD$9.61 |
| USD$16.09 |
| USD$25,474.50 |
| USD$161.72 |
| USD$11.14 |
| USD$7.20 |
| USD$18.16 |
| USD$19,467.72 |
| USD$17.95 |
| USD$19.07 |
| USD$969.00 |
| 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$798.66 |
| USD$8.17 |
| USD$38.99 |
| USD$7.28 |
| USD$0.46 |
| USD$10.84 |
| USD$30.92 |
| USD$31.79 |
| USD$26.52 |
| USD$18.62 |
| USD$126.80 |
| USD$3,825.00 |
| USD$7.11 |
| USD$232.05 |
| USD$14.15 |
| USD$5.79 |
| USD$25.50 |
| USD$11.89 |
| USD$29.84 |
| USD$8.06 |
| USD$8.15 |
| USD$7.29 |
| USD$6.55 |
| USD$963.14 |
| USD$59.67 |
| USD$139.23 |
| USD$23.97 |
| USD$7.17 |
| USD$14.38 |
| USD$50.75 |
| USD$5.30 |
| USD$7.79 |
| USD$26.52 |
| USD$1,250.65 |
| USD$2,572.44 |
| USD$18.23 |
| USD$46.64 |
| USD$12.14 |
| USD$36.82 |
| USD$494.70 |
| USD$0.20 |
| USD$91.09 |
| USD$609.45 |
| USD$15.80 |
| USD$72.93 |
| USD$18.23 |
| USD$37.64 |
| USD$450.84 |
| USD$47.18 |
| USD$18.26 |
| USD$179.01 |
| USD$52.44 |
| USD$31.56 |
| USD$14.93 |
| USD$17.93 |
| USD$16.09 |
| USD$8.03 |
| USD$21.53 |
| USD$46.42 |
| USD$8.39 |
| USD$6.43 |
| USD$20.40 |
| USD$25.50 |
| USD$38.25 |
| USD$89.86 |
| 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$20,349.00 |
| USD$149.18 |
| 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$28.33 |
| USD$34.00 |
| USD$17.65 |
| USD$17.71 |
| USD$15.33 |
| USD$38.25 |
| USD$52.07 |
| USD$29.63 |
| USD$50.92 |
| USD$5.38 |
| USD$364.45 |
| 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$129.03 |
| USD$16.52 |
| USD$18.62 |
| USD$26.78 |
| USD$688.47 |
| USD$14.79 |
| USD$175.73 |
| USD$68.62 |
| 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$54.09 |
| USD$10.35 |
| USD$33.15 |
| USD$14.61 |
| USD$1.28 |
| USD$15.02 |
| USD$48.45 |
| USD$66.30 |
| USD$24.80 |
| USD$4.46 |
| USD$255.00 |
| USD$24.74 |
| USD$7.01 |
| USD$14.03 |
| USD$10.63 |
| USD$16.68 |
| USD$128.80 |
| USD$319.77 |
| USD$43.07 |
| USD$33.92 |
| USD$924.40 |
| USD$49.73 |
| USD$5.33 |
| USD$656.88 |
| USD$32.31 |
| USD$28.97 |
| USD$35.60 |
| USD$912.70 |
| USD$25.50 |
| USD$2,973.30 |
| USD$43.35 |
| 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$18.36 |
| USD$181.05 |
| USD$179.93 |
| USD$35.96 |
| 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$219.30 |
| USD$123.53 |
| USD$10.77 |
| USD$10.35 |
| USD$71.40 |
| USD$152.24 |
| USD$140.00 |
| USD$14.99 |
| USD$19.86 |
| USD$173.40 |
| USD$8.03 |
| USD$19.64 |
| USD$66.56 |
| USD$82.88 |
| USD$38.63 |
| 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$867.00 |
| USD$29.73 |
| USD$9.19 |
| USD$165.75 |
| USD$49.22 |
| 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$75.74 |
| USD$22.98 |
| USD$74.46 |
| USD$4,580.74 |
| USD$95.78 |
| USD$62.76 |
| USD$1.96 |
| USD$59.67 |
| USD$7.45 |
| USD$26.39 |
| USD$33.88 |
| USD$194.39 |
| USD$79.82 |
| USD$1,432.39 |
| USD$10.46 |
| USD$18.78 |
| USD$92.62 |
| USD$16.88 |
| USD$24.74 |
| USD$1.96 |
| USD$9.95 |
| USD$238.68 |
| 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$14.99 |
| USD$3.45 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño hidráulico de edificio x 1 m2 | 2 | 3,380 | 6,760 |
Salario mínimo mensual vigente, base | 0.0052 | 1,300,000 | 6,760 |
Diseño sanitario de edificio x 1 m2, servicio | 2 | 3,380 | 6,760 |
Salario mínimo mensual vigente, base | 0.0052 | 1,300,000 | 6,760 |
Valor Adicional: | 13,520 |
| USD$35.34 |
| USD$169.45 |
| USD$11.33 |
| USD$210.09 |
| USD$66.64 |
| USD$14.99 |
| USD$38.61 |
| USD$135.94 |
| USD$46.41 |
| USD$41.11 |
| USD$6.01 |
| USD$16.58 |
| USD$57.43 |
| USD$9.96 |
| USD$21.93 |
| USD$363.89 |
| USD$52.28 |
| USD$3,430.26 |
| 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$43.10 |
| USD$1,080.69 |
| USD$15.80 |
| USD$32.23 |
| USD$892.50 |
| USD$133.26 |
| 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$28.05 |
| USD$16.29 |
| USD$5.05 |
| USD$112.40 |
| USD$435.76 |
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 |
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 |
Valor Adicional: | 1,201,045 |
| USD$5.74 |
| USD$12.43 |
| USD$115.57 |
| USD$25,500,000.00 |
| USD$119.62 |
| USD$1.70 |
| USD$530.40 |
| USD$1.69 |
| USD$33.15 |
| USD$33.15 |
| USD$94,477.50 |
| USD$64.26 |
| USD$112.30 |
| USD$724.58 |
| USD$6.78 |
| USD$203.97 |
| USD$20.40 |
| USD$147.39 |
| USD$21.73 |
| USD$497.25 |
| USD$16.83 |
| 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$414.12 |
| USD$9.56 |
| USD$9.12 |
| USD$13.31 |
| USD$132.60 |
| USD$25.05 |
| USD$63.83 |
| USD$152.49 |
| USD$126.40 |
| USD$5.70 |
| USD$6.67 |
| USD$32.23 |
| USD$10.00 |
| USD$152.49 |
| USD$10.20 |
| USD$20.53 |
| USD$280.91 |
| USD$53.04 |
| USD$131.89 |
| 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$54.34 |
| 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$205.30 |
| USD$5.32 |
| USD$73.99 |
| USD$441.15 |
| USD$19.89 |
| USD$15.51 |
| 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$53.04 |
| 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$19.81 |
| USD$65.51 |
| USD$12.57 |
| USD$6.45 |
| USD$147.08 |
| USD$872.10 |
| USD$59.49 |
| USD$20.20 |
| USD$217.67 |
| USD$53.22 |
| USD$692.84 |
| USD$106.95 |
| USD$7.70 |
| USD$25.73 |
| 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$24.48 |
| USD$6.50 |
| USD$10.91 |
| USD$14.79 |
| USD$39.78 |
| USD$26.46 |
| USD$24.23 |
| 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$38.76 |
| USD$297.90 |
| USD$108.27 |
| USD$148.54 |
| USD$28.42 |
| USD$22.85 |
| USD$118.47 |
| USD$105.98 |
| USD$3,918.89 |
| USD$15.35 |
| USD$15.81 |
| USD$252.45 |
| USD$1,208.11 |
| USD$18.86 |
| USD$7.14 |
| USD$15.15 |
| USD$139.40 |
| USD$211.65 |
| USD$30.70 |
| USD$69.23 |
| 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$4.67 |
| USD$383.78 |
| USD$55.34 |
| USD$15.15 |
| USD$7.34 |
| USD$148.92 |
| USD$543.72 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 2.352 | 95,019 | 223,485 |
Arena lavada de río 6 m3 | 0.3920784 | 570,000 | 223,485 |
Cemento 1 Kg | 1470 | 798 | 1,173,060 |
Cemento, bulto de 50 Kg | 29.4 | 39,900 | 1,173,060 |
Triturado de 3/4" x 1 m3 | 3.528 | 150,500 | 530,964 |
Grava 3/4" x 6 m3 | 0.58800001176 | 903,000 | 530,964 |
Agua para la obra 1 litro | 798 | 36 | 29,047 |
Salario mínimo mensual vigente, base | 0.022344 | 1,300,000 | 29,047 |
Valor Adicional: | 1,956,556 |
| USD$65.28 |
| USD$6,988.79 |
| USD$28.28 |
| USD$45.26 |
| USD$168.35 |
| USD$21.24 |
| USD$297.51 |
| USD$33.15 |
| USD$45.90 |
| USD$12.75 |
| USD$51.00 |
| USD$7.57 |
| USD$790.50 |
| USD$102.00 |
| USD$23.77 |
| USD$32.39 |
| USD$1.96 |
| USD$10.07 |
| USD$183.60 |
| USD$33.79 |
| USD$114.75 |
| USD$130.15 |
| USD$20.09 |
| USD$7.14 |
| USD$23.38 |
| USD$37.23 |
| USD$36.27 |
| USD$48.71 |
| USD$789.48 |
| USD$52.80 |
| USD$18.45 |
| USD$3.48 |
| USD$12.75 |
| USD$54.23 |
| USD$10.20 |
| USD$2.55 |
| USD$16.43 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 2.67 | 5,200 | 13,884 |
Salario mínimo mensual vigente, base | 0.01068 | 1,300,000 | 13,884 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 14,040 |
| USD$82.88 |
| USD$9.05 |
| USD$29.83 |
| USD$7.83 |
| USD$0.00 |
| USD$23.33 |
| USD$9.21 |
| USD$6.50 |
| USD$0.47 |
| USD$7.05 |
| USD$57.68 |
| USD$97.84 |
| USD$22.86 |
| USD$18.11 |
| USD$61.46 |
| USD$306.00 |
| USD$38.34 |
| USD$696.65 |
| USD$109.91 |
| USD$22.10 |
| USD$32.79 |
| USD$34.58 |
| USD$138.69 |
| USD$21.96 |
| USD$9.84 |
| USD$7.71 |
| USD$10.24 |
| USD$20.96 |
| USD$7.96 |
| USD$6.89 |
| USD$626.50 |
| USD$49.73 |
| USD$12.75 |
| USD$15.81 |
| USD$17.88 |
| USD$66.58 |
| USD$7.64 |
| USD$27.80 |
| USD$12.75 |
| USD$42.06 |
| USD$14.11 |
| USD$824.76 |
| USD$193.55 |
| USD$198.90 |
| USD$25.17 |
| USD$8.52 |
| USD$11.37 |
| USD$50.46 |
| USD$775.20 |
| USD$170.81 |
| USD$22.95 |
| USD$507.45 |
| USD$140.68 |
| USD$16.10 |
| USD$36.98 |
| USD$28.05 |
| USD$43.35 |
| USD$1.40 |
| USD$9.15 |
| USD$20.18 |
| USD$12.24 |
| USD$25.25 |
| USD$20.94 |
| USD$747.15 |
| USD$100.25 |
| USD$10.02 |
| USD$49.73 |
| USD$4.08 |
| USD$207.06 |
| USD$10.89 |
| USD$617.79 |
| USD$25.25 |
| USD$106.08 |
| USD$52.28 |
| USD$20.63 |
| USD$23.21 |
| USD$14.78 |
| USD$7.64 |
| USD$44.05 |
| USD$328.19 |
| USD$0.00 |
| USD$26.52 |
| USD$20.41 |
| USD$150.45 |
| USD$9.95 |
| USD$11.48 |
| USD$43.34 |
| USD$14.54 |
| USD$0.00 |
| USD$14.88 |
| USD$23.46 |
| USD$356.97 |
| USD$18.69 |
| USD$82.88 |
| USD$125.97 |
| USD$331.50 |
| USD$0.86 |
| USD$127.12 |
| USD$56.20 |
| USD$82.88 |
| USD$8.30 |
| USD$14.17 |
| USD$64.26 |
| USD$8.59 |
| USD$5.89 |
| USD$11.86 |
| USD$75.75 |
| USD$48.99 |
| USD$14.00 |
| USD$28.92 |
| USD$105.98 |
| USD$25.25 |
| USD$314.93 |
| USD$118.18 |
| USD$49.73 |
| USD$540.35 |
| USD$30.35 |
| USD$11.67 |
| USD$0.86 |
| USD$9.05 |
| USD$120.38 |
| USD$12.94 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Pluma Grúa de 9 HP | 0.006 | 8,457,750 | 50,747 |
Valor Adicional: | 50,747 |
| USD$19.10 |
| USD$6.77 |
| USD$318.75 |
| USD$3,034.50 |
| USD$9.78 |
| USD$112.97 |
| USD$0.50 |
| USD$48.44 |
| USD$13.64 |
| USD$0.51 |
| USD$26.85 |
| USD$35.19 |
| USD$42.84 |
| USD$10.94 |
| USD$56.11 |
| 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$13.49 |
| USD$10.35 |
| USD$70.35 |
| USD$68.54 |
| USD$11.25 |
| USD$9.74 |
| USD$7.25 |
| USD$344.25 |
| USD$250,091.25 |
| USD$21.90 |
| USD$78.92 |
| USD$38.12 |
| USD$8.12 |
| USD$56.36 |
| USD$12.75 |
| USD$13.45 |
| USD$37.57 |
| USD$12.11 |
| USD$60.40 |
| USD$142.55 |
| USD$1,341.61 |
| USD$238.90 |
| USD$7.57 |
| USD$59.67 |
| USD$14.33 |
| USD$468.04 |
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.