| USD$14.69 |
| USD$396.47 |
| USD$37.68 |
| USD$1,377.00 |
| USD$615.83 |
| USD$554.27 |
| USD$80.58 |
| USD$1,448.76 |
| USD$17.34 |
| USD$496.64 |
| USD$1,559.20 |
| USD$117.30 |
| USD$38.25 |
| USD$595.94 |
| USD$27.18 |
| USD$78.64 |
| USD$84.61 |
| USD$51.20 |
| USD$38.66 |
| USD$70.32 |
| USD$51.10 |
| USD$116.28 |
| USD$139.23 |
| USD$20.16 |
| USD$15.61 |
| USD$378.42 |
| USD$3,604.73 |
| USD$40.70 |
| USD$107.74 |
| USD$17.29 |
| USD$59.62 |
| USD$38.63 |
| USD$58.04 |
| USD$59.06 |
| USD$66.30 |
| USD$112.00 |
| USD$15.86 |
| USD$144.99 |
| USD$522.75 |
| USD$2,601.00 |
| USD$23.53 |
| USD$688,500.00 |
| USD$149.38 |
| 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$90.37 |
| USD$97.56 |
| USD$18.62 |
| 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$50.13 |
| 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$737.39 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 1.3335 | 2,168,530 | 2,891,735 |
Salario mínimo mensual vigente, base | 1.3335 | 1,300,000 | 1,733,550 |
Salario mínimo mensual vigente, base | 0.1661541 | 1,300,000 | 216,000 |
Salario mínimo mensual vigente, base | 0.16002 | 1,300,000 | 208,026 |
Salario mínimo mensual vigente, base | 0.1133475 | 1,300,000 | 147,352 |
Salario mínimo mensual vigente, base | 0.120015 | 1,300,000 | 156,020 |
Salario mínimo mensual vigente, base | 0.11108055 | 1,300,000 | 144,405 |
Salario mínimo mensual vigente, base | 0.013335 | 1,300,000 | 17,336 |
Salario mínimo mensual vigente, base | 0.0069342 | 1,300,000 | 9,014 |
Salario mínimo mensual vigente, base | 0.11108055 | 1,300,000 | 144,405 |
Salario mínimo mensual vigente, base | 0.05560695 | 1,300,000 | 72,289 |
Salario mínimo mensual vigente, base | 0.0333375 | 1,300,000 | 43,339 |
Valor Adicional: | 2,891,735 |
| USD$5.80 |
| USD$89.51 |
| USD$81.40 |
| USD$54.32 |
| USD$51.00 |
| USD$271.32 |
| USD$22.64 |
| USD$1,541.04 |
| USD$242.45 |
| USD$30.60 |
| USD$1,734,000.00 |
| USD$50.29 |
| USD$61.91 |
| USD$17.06 |
| USD$1,604.72 |
| USD$305.90 |
| USD$7,650.00 |
| USD$75.16 |
| USD$1,947.50 |
| USD$455.18 |
| USD$224.21 |
| 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$3,075,873.75 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 18 | 3,900,000 | 70,200,000 |
Salario mínimo mensual vigente, base | 54 | 1,300,000 | 70,200,000 |
Valor Adicional: | 70,200,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Subbase triturada de 2" x 1 m3 | 12600 | 125,200 | 1,577,520,000 |
Base granular de 1 1/2" x m3 | 12600 | 126,550 | 1,594,530,000 |
Asfalto 60/70 por tonelada | 4200 | 2,100,000 | 8,820,000,000 |
Valor Adicional: | 11,992,050,000 |
| 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$129.34 |
| USD$23.98 |
| USD$38.20 |
| USD$38.25 |
| USD$66.86 |
| USD$526.83 |
| USD$994.50 |
| 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$1,531.53 |
| USD$17.21 |
| USD$3,480.75 |
| USD$588.03 |
| USD$168.30 |
| USD$9.69 |
| USD$18.73 |
| USD$10.26 |
| USD$37.31 |
| USD$38.25 |
| 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$55.03 |
| 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$268.52 |
| USD$9.26 |
| USD$161.11 |
| 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$38.25 |
| USD$127.98 |
| USD$74.59 |
| USD$691.89 |
| USD$280,500.00 |
| USD$27.51 |
| USD$16.45 |
| USD$354.45 |
| USD$0.00 |
| USD$7.27 |
| USD$42.00 |
| USD$124.24 |
| 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$494.70 |
| 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$242.76 |
| 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$73,965,044.58 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Terreno, predio, lote precio por 1m2 | 57600 | 1,000,000 | 57,600,000,000 |
Valor Adicional: | 57,600,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Levantamiento topográfico hasta 1,000 m2 | 45 | 2,600,000 | 117,000,000 |
Salario mínimo mensual vigente, base | 90 | 1,300,000 | 117,000,000 |
Replanteo Arquitectónico X 1 m2 | 220455 | 10,038 | 2,212,849,183 |
Cuerda de Nylon 100 m x 0,50 mm | 11022.75 | 50,900 | 561,057,975 |
Estaca de Madera Ø=0.05 L=0.60 m | 110227.5 | 6,100 | 672,387,750 |
| 2204.55 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 3615.462 | 24,504 | 88,594,687 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 36353.0295 | 24,504 | 890,808,776 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de edificios x 1 m2 | 220455 | 14,000 | 3,086,370,000 |
Estudio de suelos y geotecnia desde | 90 | 4,147,000 | 373,230,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 270 | 650,000 | 175,500,000 |
Ensayo SPT | 90 | 247,000 | 22,230,000 |
Informe Geotécnico y recomendaciones de construcción | 90 | 1,950,000 | 175,500,000 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 220455 | 24,700 | 5,445,238,500 |
Salario mínimo mensual vigente, base | 4188.645 | 1,300,000 | 5,445,238,500 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 220455 | 6,760 | 1,490,275,800 |
Diseño hidráulico de edificio x 1 m2 | 220455 | 3,380 | 745,137,900 |
Diseño sanitario de edificio x 1 m2, servicio | 220455 | 3,380 | 745,137,900 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 220455 | 16,000 | 3,527,280,000 |
Valor Adicional: | 16,252,243,483 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación mecánica en conglomerado x 1 m3 | 190296 | 4,551 | 866,084,670 |
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 | 4757.4 | 182,050 | 866,084,670 |
Piloteadora, alquiler por Hora | 720 | 390,000 | 280,800,000 |
Salario mínimo mensual vigente, base | 216 | 1,300,000 | 280,800,000 |
Valor Adicional: | 1,146,884,670 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 11081727 | 5,200 | 57,624,980,400 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 57519 | 533,055 | 30,660,805,569 |
Arena lavada de río 1 m3 | 33821.172 | 95,019 | 3,213,653,942 |
Cemento 1 Kg | 21138232.5 | 798 | 16,868,309,535 |
Triturado de 3/4" x 1 m3 | 50731.758 | 150,500 | 7,635,129,731 |
Agua para la obra 1 litro | 11475040.5 | 36 | 417,691,474 |
Mezcladora 1 bulto, alquiler x hora | 27609.12 | 7,150 | 197,405,208 |
Cuadrilla 7 (8 obreros) x jornal | 4026.33 | 578,347 | 2,328,615,679 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 9000 | 854,441 | 7,689,966,411 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 9000 | 533,055 | 4,797,497,351 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 90 | 155,000 | 13,950,000 |
Durmiente ordinario 0,04x0.04x3,00 m. | 9000 | 30,000 | 270,000,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 9000 | 32,500 | 292,500,000 |
Vara clavo 3m | 1530 | 20,100 | 30,753,000 |
Cuadrilla de albañileria x 1 Hora | 81000 | 24,504 | 1,984,855,509 |
Cuadrilla de albañileria x 1 Hora | 8100 | 24,504 | 198,485,551 |
Vibrador eléctrico de aguja para concreto x hora | 13500 | 7,550 | 101,925,000 |
Valor Adicional: | 95,975,752,380 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 3240 | 484,450 | 1,569,618,000 |
Punto agua fria PVC 1/2" | 19440 | 44,047 | 856,264,036 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 3888 | 20,300 | 78,926,400 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 972 | 30,700 | 29,840,400 |
Codo PVC 90° presión de 1/2" x 10 unidades | 1944 | 45,000 | 87,480,000 |
Soldadura para PVC 1/4 de galón | 777.6 | 53,500 | 41,601,600 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 291.6 | 77,000 | 22,453,200 |
Instalación carpintería metálica x 1 m2 | 25913.52 | 20,907 | 541,784,033 |
Instalación carpintería metálica x 1 m2 | 2591.352 | 20,907 | 54,178,403 |
Tubo 1" x 6 m RDE 13.5 | 16200 | 63,000 | 1,020,600,000 |
Valor Adicional: | 3,446,482,036 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 3240 | 1,077,612 | 3,491,462,358 |
Sanitario One Piece Galio Blanco | 3240 | 974,000 | 3,155,760,000 |
Instalación de aparatos sanitarios x unidad | 3240 | 103,612 | 335,702,358 |
Punto desagüe sanitario pvc 4" | 16200 | 68,312 | 1,106,655,583 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 2754 | 78,000 | 214,812,000 |
Cuadrilla de albañileria x 1 Hora | 32400 | 24,504 | 793,942,204 |
Limpiador para PVC 1/4 de galón | 609.12 | 99,000 | 60,302,880 |
Soldadura para PVC DE 1/4 de Galón | 507.06 | 74,150 | 37,598,499 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 4320 | 207,000 | 894,240,000 |
Tubería PVC sanitaria 4" | 10800 | 156,100 | 1,685,880,000 |
Valor Adicional: | 7,178,237,941 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 1080 | 23,113 | 24,961,794 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 216 | 94,000 | 20,304,000 |
Cuadrilla de albañileria x 1 Hora | 172.8 | 24,504 | 4,234,358 |
Cuadrilla de albañileria x 1 Hora | 17.28 | 24,504 | 423,436 |
Interruptor sencillo cuatro vías. Suministro e instalación | 35640 | 23,313 | 830,867,212 |
Interruptor sencillo cuatro vías x 5 unidades | 7128 | 95,000 | 677,160,000 |
Cuadrilla de albañileria x 1 Hora | 5702.4 | 24,504 | 139,733,828 |
Cuadrilla de albañileria x 1 Hora | 570.24 | 24,504 | 13,973,383 |
Panel de 80W para sistema de energía solar | 4320 | 920,900 | 3,978,288,000 |
Inversor de voltaje 300W | 1080 | 297,050 | 320,814,000 |
Caja de control sistema de energía solar | 1080 | 1,018,750 | 1,100,250,000 |
Batería estacionaria 90 Amperios para sistema energía solar | 4320 | 731,600 | 3,160,512,000 |
Tablero trifásico con puerta de 24 circuitos | 1080 | 321,000 | 346,680,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 4320 | 395,000 | 1,706,400,000 |
Valor Adicional: | 11,468,773,006 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro drywall doble cara x 1 m2 | 139860 | 153,842 | 21,516,285,896 |
Lámina Drywall Superboard 8mm x 2440mm x 1220mm | 104153.742 | 83,900 | 8,738,498,954 |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 699.3 | 135,750 | 94,929,975 |
Tornillos autoroscantes de 6 X 1" para dry wall punta broca | 37762.2 | 32,100 | 1,212,166,620 |
Perfil canal estructural para lámina fibrocemento en sistemas livianos (89 mm) 2.44 m | 114685.2 | 25,500 | 2,924,472,600 |
Cuadrilla de carpintería por hora | 11650.338 | 38,130 | 444,221,796 |
Cuadrilla de carpintería por hora | 116545.338 | 38,130 | 4,443,817,796 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 699300 | 5,200 | 3,636,360,000 |
Transporte 1 tonelada x 1 kilómetro | 5594.4 | 3,900 | 21,818,160 |
Valor Adicional: | 21,516,285,896 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ascensor 8 personas | 54 | 99,900,000 | 5,394,600,000 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 272250 | 12,828 | 3,492,477,450 |
Intervinil 5 galones, vinilo tipo 2 | 2722.5 | 230,000 | 626,175,000 |
Cuadrilla de pintura x 1 hora | 5989.5 | 38,563 | 230,971,950 |
Cuadrilla de pintura x 1 hora | 59895 | 38,563 | 2,309,719,505 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 54450 | 5,200 | 283,140,000 |
Transporte 1 tonelada x 1 kilómetro | 10890 | 3,900 | 42,471,000 |
Geomembrana Instalación x 1 m2 | 183600 | 13,477 | 2,474,453,210 |
Cuadrilla de albañileria x 1 Hora | 9180 | 24,504 | 224,950,291 |
Cuadrilla de albañileria x 1 Hora | 91800 | 24,504 | 2,249,502,910 |
Cepillera Attica | 2700 | 28,850 | 77,895,000 |
Espejo de 2mm de espesor *1 m2 | 5400 | 93,700 | 505,980,000 |
Argolla toalla attica | 2700 | 36,250 | 97,875,000 |
Valor Adicional: | 12,043,280,660 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 3600 | 140,813 | 506,928,290 |
Cascarilla de arroz x bulto 45 Kg | 900 | 155,000 | 139,500,000 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 270 | 91,000 | 24,570,000 |
Plántula aguacate | 3600 | 33,250 | 119,700,000 |
Tierra negra abonada x 1 m3 | 720 | 235,000 | 169,200,000 |
Pala redonda No. 4 mango plástico | 18 | 63,000 | 1,134,000 |
Cuadrilla de instalaciones x 1 Hora | 1800 | 26,955 | 48,518,690 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 720 | 5,200 | 3,744,000 |
Transporte 1 tonelada x 1 kilómetro | 144 | 3,900 | 561,600 |
Valor Adicional: | 506,928,290 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 24246000000 | 1 | 24,246,000,000 |
Valor Adicional: | 24,246,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 24246000000 | 1 | 24,246,000,000 |
Valor Adicional: | 24,246,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 12128130000 | 1 | 12,128,130,000 |
Valor Adicional: | 12,128,130,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 2304000000 | 1 | 2,304,000,000 |
Valor Adicional: | 2,304,000,000 |
| 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$672.95 |
| 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$62.99 |
| USD$25.50 |
| USD$14.03 |
| USD$796.62 |
| USD$224.40 |
| USD$24.02 |
| USD$30.57 |
| USD$22.95 |
| USD$32.39 |
| USD$2,314.77 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Casa nueva de 1 planta y 209 m2 presupuesto de construcción | 0.033306 | 272,549,286 | 9,077,527 |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 6.960954 | 3,900 | 27,148 |
Levantamiento topográfico hasta 1,000 m2 | 0.033306 | 2,600,000 | 86,596 |
Replanteo Arquitectónico X 1 m2 | 6.960954 | 10,038 | 69,872 |
Diseño arquitectónico de casa personalizada x 1 m2 | 6.960954 | 28,597 | 199,063 |
Estudio de suelos y geotecnia desde | 0.033306 | 4,147,000 | 138,120 |
Diseño estructural y memorias de cálculo para una casa | 0.033306 | 2,903,043 | 96,689 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 6.960954 | 6,760 | 47,056 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 6.960954 | 16,000 | 111,375 |
Excavación manual en conglomerado x 1 m3 | 0.33306 | 58,492 | 19,481 |
Kit Mueble para baño + lavamanos | 0.099918 | 484,450 | 48,405 |
Punto agua fria PVC 1/2" | 0.599508 | 44,047 | 26,406 |
Tubo 1" x 6 m RDE 13.5 | 0.49959 | 63,000 | 31,474 |
Sanitario suministro e instalación | 0.099918 | 1,077,612 | 107,673 |
Punto desagüe sanitario pvc 4" | 0.49959 | 68,312 | 34,128 |
Caja de inspección y distribución | 0.133224 | 207,000 | 27,577 |
Tubería PVC sanitaria 4" | 0.33306 | 156,100 | 51,991 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 0.033306 | 23,113 | 770 |
Interruptor sencillo cuatro vías. Suministro e instalación | 1.099098 | 23,313 | 25,623 |
Panel de 80W para sistema de energía solar | 0.133224 | 920,900 | 122,686 |
Inversor de voltaje 300W | 0.033306 | 297,050 | 9,894 |
Caja de control sistema de energía solar | 0.033306 | 1,018,750 | 33,930 |
Batería estacionaria 90 Amperios para sistema energía solar | 0.133224 | 731,600 | 97,467 |
Tablero trifásico con puerta de 24 circuitos | 0.033306 | 321,000 | 10,691 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 0.133224 | 395,000 | 52,623 |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 0.199836 | 492,210 | 98,361 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 0.266448 | 811,703 | 216,277 |
Acero G-60 x 1 Kg | 19.9836 | 5,200 | 103,915 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 0.466284 | 533,055 | 248,555 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.066612 | 854,441 | 56,916 |
Muro panel doble cara x 1 m2 | 8.093358 | 232,618 | 1,882,660 |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 6.6612 | 90,690 | 604,104 |
Teja termoacustica x 1 m2, suministro e instalación | 7.593768 | 197,948 | 1,503,173 |
Guardaescoba en ceramica porcelanato x 1m | 2.864316 | 23,946 | 68,589 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 3.66366 | 178,966 | 655,672 |
Puerta en aluminio con vidrio templado de 6 mm a todo costo. Suministro e instalación x 1 m2 | 0.1199016 | 1,574,907 | 188,834 |
Ventana aluminio corrediza. Suministro e instalación x 1 m2 | 0.49959 | 220,857 | 110,338 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 11.32404 | 12,828 | 145,267 |
Geomembrana Instalación x 1 m2 | 3.99672 | 13,477 | 53,865 |
Cepillera Attica | 0.099918 | 28,850 | 2,883 |
Espejo de 2mm de espesor *1 m2 | 0.099918 | 93,700 | 9,362 |
Argolla toalla attica | 0.099918 | 36,250 | 3,622 |
División de baño corrediza | 0.099918 | 550,000 | 54,955 |
Lavaplatos de sobreponer 2 m x 0.6m en acero inoxidable | 0.033306 | 505,085 | 16,822 |
Puerta de triplex | 0.266448 | 342,450 | 91,245 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.33306 | 140,813 | 46,899 |
Aseo general para entrega de obra x metro cuadrado | 6.960954 | 3,042 | 21,173 |
Administración | 556210.2 | 1 | 556,210 |
Imprevistos | 539557.2 | 1 | 539,557 |
Utilidad | 269778.6 | 1 | 269,779 |
Unidad Monetaria | 51754.1934 | 1 | 51,754 |
Valor Adicional: | 9,077,527 |
| USD$42.42 |
| USD$2,412,959.33 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 12 | 1,112,456 | 13,349,471 |
Hora de ingeniero | 360 | 37,082 | 13,349,471 |
Puente, diseño estructural x 1 m2 | 1464 | 246,975 | 361,571,839 |
Salario diario vigente | 8344.8 | 43,329 | 361,571,839 |
Valor Adicional: | 374,921,310 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 420000 | 12,913 | 5,423,460,000 |
Soldador mano de obra x hora | 105000 | 16,640 | 1,747,200,000 |
Salario mínimo mensual vigente, base | 1344 | 1,300,000 | 1,747,200,000 |
Valor Adicional: | 7,170,660,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 180 | 533,055 | 95,949,947 |
Arena lavada de río 1 m3 | 105.84 | 95,019 | 10,056,811 |
Cemento 1 Kg | 66150 | 798 | 52,787,700 |
Triturado de 3/4" x 1 m3 | 158.76 | 150,500 | 23,893,380 |
Agua para la obra 1 litro | 35910 | 36 | 1,307,124 |
Mezcladora 1 bulto, alquiler x hora | 86.4 | 7,150 | 617,760 |
Cuadrilla 7 (8 obreros) x jornal | 12.6 | 578,347 | 7,287,172 |
Acero G-60 x 1 Kg | 156000 | 5,200 | 811,200,000 |
Valor Adicional: | 907,149,947 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 2400 | 10,038 | 24,090,350 |
Cuerda de Nylon 100 m x 0,50 mm | 120 | 50,900 | 6,108,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 1200 | 6,100 | 7,320,000 |
| 24 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 39.36 | 24,504 | 964,493 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 395.76 | 24,504 | 9,697,857 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 12 | 4,147,000 | 49,764,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 36 | 650,000 | 23,400,000 |
Ensayo SPT | 12 | 247,000 | 2,964,000 |
Informe Geotécnico y recomendaciones de construcción | 12 | 1,950,000 | 23,400,000 |
Valor Adicional: | 73,854,350 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 312000000 | 1 | 312,000,000 |
Imprevistos | 312000000 | 1 | 312,000,000 |
Utilidad | 312000000 | 1 | 312,000,000 |
Valor Adicional: | 936,000,000 |
| USD$2,652.00 |
| USD$53.28 |
| USD$20.40 |
| USD$9.68 |
| USD$1,495.06 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Casa en obra gris de 1 planta y 209 m2 presupuesto de construcción | 0.0288 | 203,576,009 | 5,862,989 |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 6.0192 | 3,900 | 23,475 |
Levantamiento topográfico hasta 1,000 m2 | 0.0288 | 2,600,000 | 74,880 |
Replanteo Arquitectónico X 1 m2 | 6.0192 | 10,038 | 60,419 |
Diseño arquitectónico de casa personalizada x 1 m2 | 6.0192 | 28,597 | 172,132 |
Estudio de suelos y geotecnia desde | 0.0288 | 4,147,000 | 119,434 |
Diseño estructural y memorias de cálculo para una casa | 0.0288 | 2,903,043 | 83,608 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 6.0192 | 6,760 | 40,690 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 6.0192 | 16,000 | 96,307 |
Excavación manual en conglomerado x 1 m3 | 0.288 | 58,492 | 16,846 |
Kit Mueble para baño + lavamanos | 0.0864 | 484,450 | 41,856 |
Punto agua fria PVC 1/2" | 0.5184 | 44,047 | 22,834 |
Tubo 1" x 6 m RDE 13.5 | 0.432 | 63,000 | 27,216 |
Sanitario suministro e instalación | 0.0864 | 1,077,612 | 93,106 |
Punto desagüe sanitario pvc 4" | 0.432 | 68,312 | 29,511 |
Caja de inspección y distribución | 0.1152 | 207,000 | 23,846 |
Tubería PVC sanitaria 4" | 0.288 | 156,100 | 44,957 |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 0.1728 | 492,210 | 85,054 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 0.2304 | 811,703 | 187,016 |
Acero G-60 x 1 Kg | 17.28 | 5,200 | 89,856 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 0.4032 | 533,055 | 214,928 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.0576 | 854,441 | 49,216 |
Muro panel doble cara x 1 m2 | 6.9984 | 232,618 | 1,627,953 |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 5.76 | 90,690 | 522,374 |
Teja termoacustica x 1 m2, suministro e instalación | 6.5664 | 197,948 | 1,299,808 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.288 | 140,813 | 40,554 |
Aseo general para entrega de obra x metro cuadrado | 6.0192 | 3,042 | 18,309 |
Administración | 365760 | 1 | 365,760 |
Imprevistos | 178560 | 1 | 178,560 |
Utilidad | 178560 | 1 | 178,560 |
Unidad Monetaria | 33926.4 | 1 | 33,926 |
Valor Adicional: | 5,862,989 |
| 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$417,000.41 |
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 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 6 | 23,113 | 138,677 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 1.2 | 94,000 | 112,800 |
Cuadrilla de albañileria x 1 Hora | 0.96 | 24,504 | 23,524 |
Cuadrilla de albañileria x 1 Hora | 0.096 | 24,504 | 2,352 |
Interruptor sencillo cuatro vías. Suministro e instalación | 198 | 23,313 | 4,615,929 |
Interruptor sencillo cuatro vías x 5 unidades | 39.6 | 95,000 | 3,762,000 |
Cuadrilla de albañileria x 1 Hora | 31.68 | 24,504 | 776,299 |
Cuadrilla de albañileria x 1 Hora | 3.168 | 24,504 | 77,630 |
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 |
Tablero trifásico con puerta de 24 circuitos | 6 | 321,000 | 1,926,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 24 | 395,000 | 9,480,000 |
Valor Adicional: | 63,715,406 |
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 |
Guardaescoba en ceramica porcelanato x 1m | 516 | 23,946 | 12,356,183 |
Agua para la obra 1 litro | 774 | 36 | 28,174 |
Arena lavada de río 1 m3 | 7.74 | 95,019 | 735,447 |
Pegacor max, 25 Kg, porcelanato | 12.9 | 85,500 | 1,102,950 |
Porcelanato sellado Beige x 1 m2 | 51.6 | 135,900 | 7,012,440 |
Cuadrilla de albañileria x 1 Hora | 129 | 24,504 | 3,161,066 |
Cuadrilla de albañileria x 1 Hora | 12.9 | 24,504 | 316,107 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 660 | 178,966 | 118,117,733 |
Agua para la obra 1 litro | 2310 | 36 | 84,084 |
Pegacor max, 25 Kg, porcelanato | 165 | 85,500 | 14,107,500 |
Porcelanato sellado Beige x 1 m2 | 660 | 135,900 | 89,694,000 |
Cuadrilla de albañileria x 1 Hora | 528 | 24,504 | 12,938,317 |
Cuadrilla de albañileria x 1 Hora | 52.8 | 24,504 | 1,293,832 |
Puerta en aluminio con vidrio templado de 6 mm a todo costo. Suministro e instalación x 1 m2 | 21.6 | 1,574,907 | 34,018,000 |
Puerta en aluminio con vidrio templado de 6 mm x 1m2 | 43.2 | 777,000 | 33,566,400 |
Instalación carpintería metálica x 1 m2 | 21.6 | 20,907 | 451,600 |
Ventana aluminio corrediza. Suministro e instalación x 1 m2 | 90 | 220,857 | 19,877,165 |
Ventana corrediza aluminio anodizado con vidrios x 1m2 | 90 | 199,950 | 17,995,500 |
Instalación carpintería metálica x 1 m2 | 90 | 20,907 | 1,881,665 |
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 |
División de baño corrediza | 18 | 550,000 | 9,900,000 |
Lavaplatos de sobreponer 2 m x 0.6m en acero inoxidable | 6 | 505,085 | 3,030,510 |
Puerta de triplex | 48 | 342,450 | 16,437,600 |
Valor Adicional: | 252,468,857 |
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 | 100200000 | 1 | 100,200,000 |
Valor Adicional: | 100,200,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 97200000 | 1 | 97,200,000 |
Valor Adicional: | 97,200,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 48600000 | 1 | 48,600,000 |
Valor Adicional: | 48,600,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 9323400 | 1 | 9,323,400 |
Valor Adicional: | 9,323,400 |
| USD$92.31 |
| USD$2.57 |
| USD$2,477.55 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Edificio nuevo con 10 plantas y 8165 m2 presupuesto de construcción | 0.00074840095 | 12,982,183,820 | 9,715,879 |
Terreno, predio, lote precio por 1m2 | 1.871002375 | 1,000,000 | 1,871,002 |
Levantamiento topográfico hasta 1,000 m2 | 0.0014968019 | 2,600,000 | 3,892 |
Replanteo Arquitectónico X 1 m2 | 6.11069375675 | 10,038 | 61,337 |
Diseño arquitectónico de edificios x 1 m2 | 6.11069375675 | 14,000 | 85,550 |
Estudio de suelos y geotecnia desde | 0.0029936038 | 4,147,000 | 12,414 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 6.11069375675 | 24,700 | 150,934 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 6.11069375675 | 6,760 | 41,308 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 6.11069375675 | 16,000 | 97,771 |
Excavación mecánica en conglomerado x 1 m3 | 5.4962565768 | 4,551 | 25,015 |
Piloteadora, alquiler por Hora | 0.059872076 | 390,000 | 23,350 |
Acero G-60 x 1 Kg | 307.1691955123 | 5,200 | 1,597,280 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 1.59484242445 | 533,055 | 850,139 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.24921751635 | 854,441 | 212,942 |
Steel deck metaldeck grado 40 | 1.22213875135 | 451,000 | 551,185 |
Kit Mueble para baño + lavamanos | 0.089808114 | 484,450 | 43,508 |
Punto agua fria PVC 1/2" | 0.538848684 | 44,047 | 23,734 |
Tubo 1" x 6 m RDE 13.5 | 0.44904057 | 63,000 | 28,290 |
Sanitario suministro e instalación | 0.089808114 | 1,077,612 | 96,778 |
Punto desagüe sanitario pvc 4" | 0.44904057 | 68,312 | 30,675 |
Caja de inspección y distribución | 0.119744152 | 207,000 | 24,787 |
Tubería PVC sanitaria 4" | 0.29936038 | 156,100 | 46,730 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 0.029936038 | 23,113 | 692 |
Interruptor sencillo cuatro vías. Suministro e instalación | 0.987889254 | 23,313 | 23,030 |
Panel de 80W para sistema de energía solar | 0.119744152 | 920,900 | 110,272 |
Inversor de voltaje 300W | 0.029936038 | 297,050 | 8,893 |
Caja de control sistema de energía solar | 0.029936038 | 1,018,750 | 30,497 |
Batería estacionaria 90 Amperios para sistema energía solar | 0.119744152 | 731,600 | 87,605 |
Tablero trifásico con puerta de 24 circuitos | 0.029936038 | 321,000 | 9,609 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 0.119744152 | 395,000 | 47,299 |
Muro drywall doble cara x 1 m2 | 3.876716921 | 153,842 | 596,400 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 3.89168494 | 178,966 | 696,480 |
Ascensor 8 personas | 0.0014968019 | 99,900,000 | 149,531 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 7.558849595 | 12,828 | 96,966 |
Geomembrana Instalación x 1 m2 | 2.24520285 | 13,477 | 30,260 |
Cepillera Attica | 0.074840095 | 28,850 | 2,159 |
Espejo de 2mm de espesor *1 m2 | 0.14968019 | 93,700 | 14,025 |
Argolla toalla attica | 0.074840095 | 36,250 | 2,713 |
Vidrio incoloro de 4 mm de espesor, suministro e instalación x 1 m2 | 9.4672720175 | 141,747 | 1,341,954 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.0074840095 | 140,813 | 1,054 |
Administración | 235105.6680368 | 1 | 235,106 |
Imprevistos | 117606.7188868 | 1 | 117,607 |
Utilidad | 235105.6680368 | 1 | 235,106 |
Valor Adicional: | 9,715,879 |
| 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$363,383.18 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 1463 | 3,900 | 5,705,700 |
Salario mínimo mensual vigente, base | 4.389 | 1,300,000 | 5,705,700 |
Levantamiento topográfico hasta 1,000 m2 | 7 | 2,600,000 | 18,200,000 |
Salario mínimo mensual vigente, base | 14 | 1,300,000 | 18,200,000 |
Replanteo Arquitectónico X 1 m2 | 1463 | 10,038 | 14,685,076 |
Cuerda de Nylon 100 m x 0,50 mm | 73.15 | 50,900 | 3,723,335 |
Estaca de Madera Ø=0.05 L=0.60 m | 731.5 | 6,100 | 4,462,150 |
| 14.63 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 23.9932 | 24,504 | 587,939 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 241.2487 | 24,504 | 5,911,652 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de casa personalizada x 1 m2 | 1463 | 28,597 | 41,837,616 |
Salario diario vigente | 965.58 | 43,329 | 41,837,616 |
Estudio de suelos y geotecnia desde | 7 | 4,147,000 | 29,029,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 21 | 650,000 | 13,650,000 |
Ensayo SPT | 7 | 247,000 | 1,729,000 |
Informe Geotécnico y recomendaciones de construcción | 7 | 1,950,000 | 13,650,000 |
Diseño estructural y memorias de cálculo para una casa | 7 | 2,903,043 | 20,321,301 |
Salario diario vigente | 469 | 43,329 | 20,321,301 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 1463 | 6,760 | 9,889,880 |
Diseño hidráulico de edificio x 1 m2 | 1463 | 3,380 | 4,944,940 |
Diseño sanitario de edificio x 1 m2, servicio | 1463 | 3,380 | 4,944,940 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 1463 | 16,000 | 23,408,000 |
Valor Adicional: | 163,076,572 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación manual en conglomerado x 1 m3 | 70 | 58,492 | 4,094,438 |
Cuadrilla de albañileria x 1 Hora | 15.19 | 24,504 | 372,222 |
Cuadrilla de albañileria x 1 Hora | 151.9 | 24,504 | 3,722,217 |
Volqueta de 6 m3 Alquiler por hora | 0 | 143,000 | 0 |
Valor Adicional: | 4,094,438 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 21 | 484,450 | 10,173,450 |
Punto agua fria PVC 1/2" | 126 | 44,047 | 5,549,859 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 25.2 | 20,300 | 511,560 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 6.3 | 30,700 | 193,410 |
Codo PVC 90° presión de 1/2" x 10 unidades | 12.6 | 45,000 | 567,000 |
Soldadura para PVC 1/4 de galón | 5.04 | 53,500 | 269,640 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 1.89 | 77,000 | 145,530 |
Instalación carpintería metálica x 1 m2 | 167.958 | 20,907 | 3,511,563 |
Instalación carpintería metálica x 1 m2 | 16.7958 | 20,907 | 351,156 |
Tubo 1" x 6 m RDE 13.5 | 105 | 63,000 | 6,615,000 |
Valor Adicional: | 22,338,309 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 21 | 1,077,612 | 22,629,849 |
Sanitario One Piece Galio Blanco | 21 | 974,000 | 20,454,000 |
Instalación de aparatos sanitarios x unidad | 21 | 103,612 | 2,175,849 |
Punto desagüe sanitario pvc 4" | 105 | 68,312 | 7,172,768 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 17.85 | 78,000 | 1,392,300 |
Cuadrilla de albañileria x 1 Hora | 210 | 24,504 | 5,145,922 |
Limpiador para PVC 1/4 de galón | 3.948 | 99,000 | 390,852 |
Soldadura para PVC DE 1/4 de Galón | 3.2865 | 74,150 | 243,694 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 28 | 207,000 | 5,796,000 |
Tubería PVC sanitaria 4" | 70 | 156,100 | 10,927,000 |
Valor Adicional: | 46,525,616 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 42 | 492,210 | 20,672,821 |
Agua para la obra 1 litro | 7518 | 36 | 273,655 |
Arena lavada de río 1 m3 | 31.752 | 95,019 | 3,017,043 |
Cemento 1 Kg | 13230 | 798 | 10,557,540 |
Triturado de 3/4" x 1 m3 | 31.752 | 150,500 | 4,778,676 |
Mezcladora 1 bulto, alquiler x hora | 42 | 7,150 | 300,300 |
Cuadrilla 7 (8 obreros) x jornal | 2.94 | 578,347 | 1,700,340 |
Oficial de construcción x hora | 2.94 | 15,397 | 45,266 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 56 | 811,703 | 45,455,374 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 56 | 533,055 | 29,851,095 |
Listón 3 x 3 cm 2,7 metros madera dimensionada | 165.76 | 10,850 | 1,798,496 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 8.4 | 155,000 | 1,302,000 |
Repisa 2.8 m x 0,075 m x 0.037 m | 20.16 | 10,000 | 201,600 |
| 73.36 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 456.4 | 24,504 | 11,183,803 |
Cuadrilla de albañileria x 1 Hora | 45.64 | 24,504 | 1,118,380 |
Acero G-60 x 1 Kg | 4200 | 5,200 | 21,840,000 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 98 | 533,055 | 52,239,416 |
Arena lavada de río 1 m3 | 57.624 | 95,019 | 5,475,375 |
Cemento 1 Kg | 36015 | 798 | 28,739,970 |
Triturado de 3/4" x 1 m3 | 86.436 | 150,500 | 13,008,618 |
Agua para la obra 1 litro | 19551 | 36 | 711,656 |
Mezcladora 1 bulto, alquiler x hora | 47.04 | 7,150 | 336,336 |
Cuadrilla 7 (8 obreros) x jornal | 6.86 | 578,347 | 3,967,460 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 14 | 854,441 | 11,962,170 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 14 | 533,055 | 7,462,774 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.14 | 155,000 | 21,700 |
Durmiente ordinario 0,04x0.04x3,00 m. | 14 | 30,000 | 420,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 14 | 32,500 | 455,000 |
Vara clavo 3m | 2.38 | 20,100 | 47,838 |
Cuadrilla de albañileria x 1 Hora | 126 | 24,504 | 3,087,553 |
Cuadrilla de albañileria x 1 Hora | 12.6 | 24,504 | 308,755 |
Vibrador eléctrico de aguja para concreto x hora | 21 | 7,550 | 158,550 |
Valor Adicional: | 152,169,780 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 1701 | 232,618 | 395,683,061 |
Sistema, Panel x 1 m2 x 0.04 m | 1786.05 | 56,500 | 100,911,825 |
Malla plana RG2 | 680.4 | 5,350 | 3,640,140 |
Malla RGU 80 | 850.5 | 6,500 | 5,528,250 |
Malla angular RG1 | 850.5 | 6,700 | 5,698,350 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 93.555 | 473,449 | 44,293,539 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 438.858 | 31,013 | 13,610,215 |
Cuadrilla de instalaciones x 1 Hora | 256.5108 | 26,955 | 6,914,204 |
Cuadrilla de instalaciones x 1 Hora | 2565.108 | 26,955 | 69,142,045 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 8505 | 5,200 | 44,226,000 |
Transporte 1 tonelada x 1 kilómetro | 68.04 | 3,900 | 265,356 |
Muro panel doble cara x 1 m2 | 170.1 | 232,618 | 39,568,306 |
Muro panel doble cara x 1 m2 | 170.1 | 232,618 | 39,568,306 |
Muro panel doble cara x 1 m2 | 85.05 | 232,618 | 19,784,153 |
Muro panel doble cara x 1 m2 | 10.8864 | 232,618 | 2,532,372 |
Valor Adicional: | 395,683,061 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 1400 | 90,690 | 126,965,882 |
Acero G-60 x 1 Kg | 13860 | 5,200 | 72,072,000 |
Pintuco Anticorrosivo rojo | 252 | 95,000 | 23,940,000 |
Soldadura eléctrica de 1/8" 32 barras x kilo | 168 | 34,650 | 5,821,200 |
Cuadrilla de albañileria x 1 Hora | 932.4 | 24,504 | 22,847,892 |
Cuadrilla de albañileria x 1 Hora | 93.24 | 24,504 | 2,284,789 |
Teja termoacustica x 1 m2, suministro e instalación | 1596 | 197,948 | 315,925,464 |
Teja termoacústica 3 m x 0.78 m | 682.1304 | 393,120 | 268,159,103 |
Tornillos autoperforantes diámetro # 8, paso rosca 18, longitud 1/2" zinc hexagono metal tecks | 332.4468 | 93,400 | 31,050,531 |
Andamio Tubular estandar con tijeras alquiler por día | 79.8 | 37,300 | 2,976,540 |
Cuadrilla de instalaciones x 1 Hora | 39.9 | 26,955 | 1,075,498 |
Cuadrilla de instalaciones x 1 Hora | 399 | 26,955 | 10,754,976 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 319.2 | 5,200 | 1,659,840 |
Transporte 1 tonelada x 1 kilómetro | 63.84 | 3,900 | 248,976 |
Valor Adicional: | 442,891,346 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 70 | 140,813 | 9,856,939 |
Cascarilla de arroz x bulto 45 Kg | 17.5 | 155,000 | 2,712,500 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 5.25 | 91,000 | 477,750 |
Plántula aguacate | 70 | 33,250 | 2,327,500 |
Tierra negra abonada x 1 m3 | 14 | 235,000 | 3,290,000 |
Pala redonda No. 4 mango plástico | 0.35 | 63,000 | 22,050 |
Cuadrilla de instalaciones x 1 Hora | 35 | 26,955 | 943,419 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 14 | 5,200 | 72,800 |
Transporte 1 tonelada x 1 kilómetro | 2.8 | 3,900 | 10,920 |
Valor Adicional: | 9,856,939 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 88900000 | 1 | 88,900,000 |
Valor Adicional: | 88,900,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 43400000 | 1 | 43,400,000 |
Valor Adicional: | 43,400,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 43400000 | 1 | 43,400,000 |
Valor Adicional: | 43,400,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 8246000 | 1 | 8,246,000 |
Valor Adicional: | 8,246,000 |
| 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$4,830.72 |
| 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$24.76 |
| 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$2,330.70 |
| 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$27.34 |
| USD$0.00 |
| USD$80.02 |
| USD$40.80 |
| USD$19.34 |
| USD$397.80 |
| USD$56.61 |
| USD$99.37 |
| USD$78.34 |
| USD$2.59 |
| USD$214.89 |
| USD$16.72 |
| USD$89.07 |
| 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$216.88 |
| 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$46.67 |
| 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$51.00 |
| USD$51.00 |
| 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$35.88 |
| USD$377.40 |
| USD$46.36 |
| USD$10.94 |
| USD$35.70 |
| USD$21.68 |
| USD$157.05 |
| USD$81.50 |
| 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$28.05 |
| USD$39.78 |
| USD$124.31 |
| 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$177.48 |
| 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$40.47 |
| USD$8.70 |
| USD$113.73 |
| USD$68.07 |
| USD$21.84 |
| USD$58.22 |
| USD$41.59 |
| USD$76.96 |
| USD$137.70 |
| USD$68.35 |
| USD$418.42 |
| USD$158.56 |
| USD$24.86 |
| USD$7.05 |
| USD$29.76 |
| USD$1,676.80 |
| USD$6.63 |
| USD$44.37 |
| USD$122.16 |
| USD$133.72 |
| USD$128.52 |
| USD$177.99 |
| USD$15.40 |
| USD$54.52 |
| 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$63.75 |
| 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$95.63 |
| 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$20.40 |
| 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$3,346.88 |
| 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$96.39 |
| 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$22.29 |
| 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$28.99 |
| 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$291.62 |
| 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$530.64 |
| 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$225.57 |
| 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$193.23 |
| 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$32.13 |
| USD$104.45 |
| USD$6.02 |
| USD$226.44 |
| USD$1,162.77 |
| USD$1,989.00 |
| USD$22.95 |
| USD$6,833.62 |
| 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$85.58 |
| USD$254.86 |
| USD$32.18 |
| USD$61.25 |
| USD$149.40 |
| USD$996.41 |
| USD$513.80 |
| USD$22.61 |
| 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$8,160.00 |
| 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$218.79 |
| 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$1,657.50 |
| USD$0.38 |
| USD$78.80 |
| USD$508.98 |
| USD$56.10 |
| USD$2,256.24 |
| 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$288.15 |
| 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$1,035.26 |
| 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$320.06 |
| 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$3,583.90 |
| 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$12.65 |
| 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$517.40 |
| 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$2,069.38 |
| 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$23.21 |
| USD$41.77 |
| USD$10.20 |
| USD$3.98 |
| USD$0.00 |
| USD$140.31 |
| USD$114.75 |
| 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$66.30 |
| 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$37.18 |
| 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$796,805.00 |
| 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$6.27 |
| 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$5,800.67 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 525 | 43,329 | 22,747,725 |
Salario mínimo mensual vigente, base | 17.49825 | 1,300,000 | 22,747,725 |
Valor Adicional: | 22,747,725 |
| USD$15.81 |
| USD$29.86 |
| USD$33.43 |
| USD$116.54 |
| USD$334.56 |
| USD$61.66 |
| 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$69.62 |
| USD$16.40 |
| USD$480.69 |
| USD$124.95 |
| USD$406.98 |
| USD$417.69 |
| USD$40.29 |
| USD$38.25 |
| USD$484.50 |
| USD$0.00 |
| USD$174.04 |
| USD$663.00 |
| USD$59.10 |
| USD$265.20 |
| USD$291.18 |
| USD$109.59 |
| 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$41.88 |
| 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$704.49 |
| USD$11.22 |
| USD$35.96 |
| USD$158.13 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 119.25 | 5,200 | 620,100 |
Valor Adicional: | 620,100 |
| 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$3,381.30 |
| 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$1,204.80 |
| 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$58.34 |
| 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$39.78 |
| 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$31.31 |
| 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$33.47 |
| 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$1,262.25 |
| USD$14.87 |
| USD$20.40 |
| USD$16.14 |
| USD$34.00 |
| USD$28.33 |
| USD$34.00 |
| USD$17.65 |
| USD$17.71 |
| USD$22.99 |
| 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$35.70 |
| 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$26.20 |
| USD$15.47 |
| USD$7.19 |
| USD$181.31 |
| USD$54.09 |
| USD$10.35 |
| USD$33.15 |
| USD$21.92 |
| 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$1,369.04 |
| 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$271.58 |
| USD$179.93 |
| USD$35.96 |
| USD$9.00 |
| USD$39.78 |
| USD$19.56 |
| USD$136.94 |
| 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$16.78 |
| USD$0.00 |
| USD$39.27 |
| USD$31.47 |
| USD$3.87 |
| USD$867.00 |
| USD$29.73 |
| USD$9.19 |
| USD$248.63 |
| 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$76.50 |
| USD$499.77 |
| USD$75.74 |
| USD$22.98 |
| USD$74.46 |
| USD$9,161.49 |
| USD$143.67 |
| USD$62.76 |
| USD$3.93 |
| USD$59.67 |
| USD$14.89 |
| USD$35.19 |
| USD$33.88 |
| USD$194.39 |
| USD$79.82 |
| USD$1,432.39 |
| USD$15.68 |
| USD$18.78 |
| USD$92.62 |
| USD$16.88 |
| USD$24.74 |
| USD$3.93 |
| USD$19.89 |
| 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$133.29 |
| 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$40.29 |
| USD$892.50 |
| USD$177.68 |
| USD$5.50 |
| USD$6.96 |
| USD$728.03 |
| USD$43.35 |
| USD$70.19 |
| 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$11.48 |
| 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$127.65 |
| 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$596.70 |
| 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$30.29 |
| 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$198.14 |
| 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$297.08 |
| USD$28.42 |
| USD$22.85 |
| USD$118.47 |
| USD$105.98 |
| USD$5,878.34 |
| 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$14.69 |
| 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$44.75 |
| 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$2.81 |
| 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$1.72 |
| 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$21.88 |
| 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$14.51 |
| 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 |
| USD$11.48 |
| USD$12.75 |
| USD$2,549.75 |
| USD$39.23 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 5 | 5,200 | 26,000 |
Salario mínimo mensual vigente, base | 0.02 | 1,300,000 | 26,000 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 26,156 |
| USD$75.23 |
| USD$26.52 |
| USD$8.11 |
| USD$33.15 |
| USD$53.75 |
| USD$205.47 |
| USD$152.49 |
| USD$25.53 |
| USD$63.85 |
| USD$7.97 |
| USD$12.55 |
| USD$2,621.08 |
| USD$32.53 |
| USD$21.55 |
| USD$20.34 |
| USD$6.57 |
| USD$10.06 |
| USD$5,097.45 |
| USD$371.43 |
| USD$1,213.07 |
| USD$26.85 |
| USD$35.80 |
| USD$47.66 |
| USD$224.17 |
| USD$36.52 |
| USD$35.10 |
| USD$6.44 |
| USD$31.42 |
| USD$6.82 |
| USD$12.09 |
| USD$23.21 |
| USD$23.77 |
| USD$714.00 |
| USD$9.07 |
| USD$8.47 |
| USD$1,533.13 |
| USD$9,789.45 |
| USD$21.94 |
| USD$8.21 |
| USD$0.00 |
| USD$166.77 |
| USD$23.46 |
| USD$15.76 |
| USD$26.19 |
| USD$1,211.25 |
| USD$35.32 |
| USD$230.78 |
| USD$1.93 |
| USD$29.80 |
| USD$12.75 |
| USD$11.90 |
| USD$698.70 |
| USD$60.77 |
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.