| USD$14.69 |
| USD$396.47 |
| USD$37.68 |
| USD$1,377.00 |
| USD$821.10 |
| USD$579.46 |
| USD$80.58 |
| USD$38.63 |
| USD$2,601.00 |
| USD$23.53 |
| USD$688,500.00 |
| USD$149.38 |
| USD$66.76 |
| USD$99.45 |
| USD$0.00 |
| 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$283.41 |
| USD$306.00 |
| USD$58.08 |
| USD$133.37 |
| USD$22.59 |
| USD$48.96 |
| USD$66.06 |
| USD$39.78 |
| USD$90.37 |
| USD$97.56 |
| USD$18.62 |
| USD$104.19 |
| USD$535.73 |
| USD$127.19 |
| USD$8.36 |
| USD$45.16 |
| USD$15.25 |
| 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$201.14 |
| 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$11.60 |
| USD$134.26 |
| 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$146.17 |
| USD$25.81 |
| USD$12,469.50 |
| USD$61.10 |
| USD$30.60 |
| USD$25.17 |
| USD$19,890.00 |
| USD$3,588,519.38 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 21 | 3,900,000 | 81,900,000 |
Salario mínimo mensual vigente, base | 63 | 1,300,000 | 81,900,000 |
Valor Adicional: | 81,900,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Subbase triturada de 2" x 1 m3 | 14700 | 125,200 | 1,840,440,000 |
Base granular de 1 1/2" x m3 | 14700 | 126,550 | 1,860,285,000 |
Asfalto 60/70 por tonelada | 4900 | 2,100,000 | 10,290,000,000 |
Valor Adicional: | 13,990,725,000 |
| 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$306.00 |
| 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$1,577.94 |
| USD$17.21 |
| USD$3,666.39 |
| USD$588.03 |
| USD$252.45 |
| 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$80.55 |
| 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$83.54 |
| USD$119.11 |
| USD$45.67 |
| USD$15.99 |
| USD$18.30 |
| USD$10.63 |
| USD$8.29 |
| USD$9.59 |
| USD$2,439.08 |
| USD$31.06 |
| USD$23.13 |
| USD$19.51 |
| USD$518.93 |
| USD$81.55 |
| USD$70.18 |
| USD$8.61 |
| USD$425.19 |
| USD$19.64 |
| USD$27.51 |
| USD$95.91 |
| USD$32,640.00 |
| USD$992.87 |
| USD$39,780.00 |
| USD$36,392.58 |
| USD$460.02 |
| USD$19.13 |
| 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$68.42 |
| USD$47.88 |
| USD$157.34 |
| USD$96.39 |
| USD$26.32 |
| USD$818.72 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 74.1 | 43,329 | 3,210,679 |
Salario mínimo mensual vigente, base | 2.469753 | 1,300,000 | 3,210,679 |
Valor Adicional: | 3,210,679 |
| 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$39.14 |
| USD$0.00 |
| USD$1.49 |
| USD$33.97 |
| USD$0.00 |
| USD$31.63 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 23.856 | 5,200 | 124,051 |
Valor Adicional: | 124,051 |
| 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$420,750.00 |
| USD$27.51 |
| USD$16.45 |
| USD$354.45 |
| USD$0.00 |
| USD$7.27 |
| USD$42.00 |
| USD$155.30 |
| USD$50.97 |
| USD$23.94 |
| USD$198.90 |
| USD$26.39 |
| USD$30.60 |
| USD$20.04 |
| USD$20.31 |
| USD$100.44 |
| USD$23.97 |
| USD$494.70 |
| USD$10.66 |
| USD$3,230.67 |
| USD$36.18 |
| USD$15.22 |
| USD$84.53 |
| USD$82.39 |
| USD$620.96 |
| USD$155.88 |
| USD$16.58 |
| USD$233.12 |
| 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$82,183,382.87 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Terreno, predio, lote precio por 1m2 | 64000 | 1,000,000 | 64,000,000,000 |
Valor Adicional: | 64,000,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Levantamiento topográfico hasta 1,000 m2 | 50 | 2,600,000 | 130,000,000 |
Salario mínimo mensual vigente, base | 100 | 1,300,000 | 130,000,000 |
Replanteo Arquitectónico X 1 m2 | 244950 | 10,038 | 2,458,721,314 |
Cuerda de Nylon 100 m x 0,50 mm | 12247.5 | 50,900 | 623,397,750 |
Estaca de Madera Ø=0.05 L=0.60 m | 122475 | 6,100 | 747,097,500 |
| 2449.5 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 4017.18 | 24,504 | 98,438,541 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 40392.255 | 24,504 | 989,787,529 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de edificios x 1 m2 | 244950 | 14,000 | 3,429,300,000 |
Estudio de suelos y geotecnia desde | 100 | 4,147,000 | 414,700,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 300 | 650,000 | 195,000,000 |
Ensayo SPT | 100 | 247,000 | 24,700,000 |
Informe Geotécnico y recomendaciones de construcción | 100 | 1,950,000 | 195,000,000 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 244950 | 24,700 | 6,050,265,000 |
Salario mínimo mensual vigente, base | 4654.05 | 1,300,000 | 6,050,265,000 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 244950 | 6,760 | 1,655,862,000 |
Diseño hidráulico de edificio x 1 m2 | 244950 | 3,380 | 827,931,000 |
Diseño sanitario de edificio x 1 m2, servicio | 244950 | 3,380 | 827,931,000 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 244950 | 16,000 | 3,919,200,000 |
Valor Adicional: | 18,058,048,314 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación mecánica en conglomerado x 1 m3 | 211440 | 4,551 | 962,316,300 |
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 | 5286 | 182,050 | 962,316,300 |
Piloteadora, alquiler por Hora | 800 | 390,000 | 312,000,000 |
Salario mínimo mensual vigente, base | 240 | 1,300,000 | 312,000,000 |
Valor Adicional: | 1,274,316,300 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 12313030 | 5,200 | 64,027,756,000 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 63910 | 533,055 | 34,067,561,743 |
Arena lavada de río 1 m3 | 37579.08 | 95,019 | 3,570,726,603 |
Cemento 1 Kg | 23486925 | 798 | 18,742,566,150 |
Triturado de 3/4" x 1 m3 | 56368.62 | 150,500 | 8,483,477,479 |
Agua para la obra 1 litro | 12750045 | 36 | 464,101,638 |
Mezcladora 1 bulto, alquiler x hora | 30676.8 | 7,150 | 219,339,120 |
Cuadrilla 7 (8 obreros) x jornal | 4473.7 | 578,347 | 2,587,350,755 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 10000 | 854,441 | 8,544,407,123 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 10000 | 533,055 | 5,330,552,612 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 100 | 155,000 | 15,500,000 |
Durmiente ordinario 0,04x0.04x3,00 m. | 10000 | 30,000 | 300,000,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 10000 | 32,500 | 325,000,000 |
Vara clavo 3m | 1700 | 20,100 | 34,170,000 |
Cuadrilla de albañileria x 1 Hora | 90000 | 24,504 | 2,205,395,010 |
Cuadrilla de albañileria x 1 Hora | 9000 | 24,504 | 220,539,501 |
Vibrador eléctrico de aguja para concreto x hora | 15000 | 7,550 | 113,250,000 |
Valor Adicional: | 106,639,724,866 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 3600 | 484,450 | 1,744,020,000 |
Punto agua fria PVC 1/2" | 21600 | 44,047 | 951,404,484 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 4320 | 20,300 | 87,696,000 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 1080 | 30,700 | 33,156,000 |
Codo PVC 90° presión de 1/2" x 10 unidades | 2160 | 45,000 | 97,200,000 |
Soldadura para PVC 1/4 de galón | 864 | 53,500 | 46,224,000 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 324 | 77,000 | 24,948,000 |
Instalación carpintería metálica x 1 m2 | 28792.8 | 20,907 | 601,982,258 |
Instalación carpintería metálica x 1 m2 | 2879.28 | 20,907 | 60,198,226 |
Tubo 1" x 6 m RDE 13.5 | 18000 | 63,000 | 1,134,000,000 |
Valor Adicional: | 3,829,424,484 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 3600 | 1,077,612 | 3,879,402,620 |
Sanitario One Piece Galio Blanco | 3600 | 974,000 | 3,506,400,000 |
Instalación de aparatos sanitarios x unidad | 3600 | 103,612 | 373,002,620 |
Punto desagüe sanitario pvc 4" | 18000 | 68,312 | 1,229,617,314 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 3060 | 78,000 | 238,680,000 |
Cuadrilla de albañileria x 1 Hora | 36000 | 24,504 | 882,158,004 |
Limpiador para PVC 1/4 de galón | 676.8 | 99,000 | 67,003,200 |
Soldadura para PVC DE 1/4 de Galón | 563.4 | 74,150 | 41,776,110 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 4800 | 207,000 | 993,600,000 |
Tubería PVC sanitaria 4" | 12000 | 156,100 | 1,873,200,000 |
Valor Adicional: | 7,975,819,934 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 1200 | 23,113 | 27,735,327 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 240 | 94,000 | 22,560,000 |
Cuadrilla de albañileria x 1 Hora | 192 | 24,504 | 4,704,843 |
Cuadrilla de albañileria x 1 Hora | 19.2 | 24,504 | 470,484 |
Interruptor sencillo cuatro vías. Suministro e instalación | 39600 | 23,313 | 923,185,791 |
Interruptor sencillo cuatro vías x 5 unidades | 7920 | 95,000 | 752,400,000 |
Cuadrilla de albañileria x 1 Hora | 6336 | 24,504 | 155,259,809 |
Cuadrilla de albañileria x 1 Hora | 633.6 | 24,504 | 15,525,981 |
Panel de 80W para sistema de energía solar | 4800 | 920,900 | 4,420,320,000 |
Inversor de voltaje 300W | 1200 | 297,050 | 356,460,000 |
Caja de control sistema de energía solar | 1200 | 1,018,750 | 1,222,500,000 |
Batería estacionaria 90 Amperios para sistema energía solar | 4800 | 731,600 | 3,511,680,000 |
Tablero trifásico con puerta de 24 circuitos | 1200 | 321,000 | 385,200,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 4800 | 395,000 | 1,896,000,000 |
Valor Adicional: | 12,743,081,118 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro drywall doble cara x 1 m2 | 155400 | 153,842 | 23,906,984,329 |
Lámina Drywall Superboard 8mm x 2440mm x 1220mm | 115726.38 | 83,900 | 9,709,443,282 |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 777 | 135,750 | 105,477,750 |
Tornillos autoroscantes de 6 X 1" para dry wall punta broca | 41958 | 32,100 | 1,346,851,800 |
Perfil canal estructural para lámina fibrocemento en sistemas livianos (89 mm) 2.44 m | 127428 | 25,500 | 3,249,414,000 |
Cuadrilla de carpintería por hora | 12944.82 | 38,130 | 493,579,773 |
Cuadrilla de carpintería por hora | 129494.82 | 38,130 | 4,937,575,329 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 777000 | 5,200 | 4,040,400,000 |
Transporte 1 tonelada x 1 kilómetro | 6216 | 3,900 | 24,242,400 |
Valor Adicional: | 23,906,984,329 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ascensor 8 personas | 60 | 99,900,000 | 5,994,000,000 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 302500 | 12,828 | 3,880,530,500 |
Intervinil 5 galones, vinilo tipo 2 | 3025 | 230,000 | 695,750,000 |
Cuadrilla de pintura x 1 hora | 6655 | 38,563 | 256,635,501 |
Cuadrilla de pintura x 1 hora | 66550 | 38,563 | 2,566,355,006 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 60500 | 5,200 | 314,600,000 |
Transporte 1 tonelada x 1 kilómetro | 12100 | 3,900 | 47,190,000 |
Geomembrana Instalación x 1 m2 | 204000 | 13,477 | 2,749,392,456 |
Cuadrilla de albañileria x 1 Hora | 10200 | 24,504 | 249,944,768 |
Cuadrilla de albañileria x 1 Hora | 102000 | 24,504 | 2,499,447,678 |
Cepillera Attica | 3000 | 28,850 | 86,550,000 |
Espejo de 2mm de espesor *1 m2 | 6000 | 93,700 | 562,200,000 |
Argolla toalla attica | 3000 | 36,250 | 108,750,000 |
Valor Adicional: | 13,381,422,956 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 4000 | 140,813 | 563,253,656 |
Cascarilla de arroz x bulto 45 Kg | 1000 | 155,000 | 155,000,000 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 300 | 91,000 | 27,300,000 |
Plántula aguacate | 4000 | 33,250 | 133,000,000 |
Tierra negra abonada x 1 m3 | 800 | 235,000 | 188,000,000 |
Pala redonda No. 4 mango plástico | 20 | 63,000 | 1,260,000 |
Cuadrilla de instalaciones x 1 Hora | 2000 | 26,955 | 53,909,656 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 800 | 5,200 | 4,160,000 |
Transporte 1 tonelada x 1 kilómetro | 160 | 3,900 | 624,000 |
Valor Adicional: | 563,253,656 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 26940000000 | 1 | 26,940,000,000 |
Valor Adicional: | 26,940,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 26940000000 | 1 | 26,940,000,000 |
Valor Adicional: | 26,940,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 13475700000 | 1 | 13,475,700,000 |
Valor Adicional: | 13,475,700,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 2560000000 | 1 | 2,560,000,000 |
Valor Adicional: | 2,560,000,000 |
| 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$719.36 |
| USD$30.60 |
| USD$18.28 |
| USD$97.73 |
| 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$128.52 |
| 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$2,645.45 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Casa nueva de 1 planta y 209 m2 presupuesto de construcción | 0.038064 | 272,549,286 | 10,374,316 |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 7.955376 | 3,900 | 31,026 |
Levantamiento topográfico hasta 1,000 m2 | 0.038064 | 2,600,000 | 98,966 |
Replanteo Arquitectónico X 1 m2 | 7.955376 | 10,038 | 79,853 |
Diseño arquitectónico de casa personalizada x 1 m2 | 7.955376 | 28,597 | 227,501 |
Estudio de suelos y geotecnia desde | 0.038064 | 4,147,000 | 157,851 |
Diseño estructural y memorias de cálculo para una casa | 0.038064 | 2,903,043 | 110,501 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 7.955376 | 6,760 | 53,778 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 7.955376 | 16,000 | 127,286 |
Excavación manual en conglomerado x 1 m3 | 0.38064 | 58,492 | 22,264 |
Kit Mueble para baño + lavamanos | 0.114192 | 484,450 | 55,320 |
Punto agua fria PVC 1/2" | 0.685152 | 44,047 | 30,179 |
Tubo 1" x 6 m RDE 13.5 | 0.57096 | 63,000 | 35,970 |
Sanitario suministro e instalación | 0.114192 | 1,077,612 | 123,055 |
Punto desagüe sanitario pvc 4" | 0.57096 | 68,312 | 39,003 |
Caja de inspección y distribución | 0.152256 | 207,000 | 31,517 |
Tubería PVC sanitaria 4" | 0.38064 | 156,100 | 59,418 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 0.038064 | 23,113 | 880 |
Interruptor sencillo cuatro vías. Suministro e instalación | 1.256112 | 23,313 | 29,283 |
Panel de 80W para sistema de energía solar | 0.152256 | 920,900 | 140,213 |
Inversor de voltaje 300W | 0.038064 | 297,050 | 11,307 |
Caja de control sistema de energía solar | 0.038064 | 1,018,750 | 38,778 |
Batería estacionaria 90 Amperios para sistema energía solar | 0.152256 | 731,600 | 111,390 |
Tablero trifásico con puerta de 24 circuitos | 0.038064 | 321,000 | 12,219 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 0.152256 | 395,000 | 60,141 |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 0.228384 | 492,210 | 112,413 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 0.304512 | 811,703 | 247,173 |
Acero G-60 x 1 Kg | 22.8384 | 5,200 | 118,760 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 0.532896 | 533,055 | 284,063 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.076128 | 854,441 | 65,047 |
Muro panel doble cara x 1 m2 | 9.249552 | 232,618 | 2,151,611 |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 7.6128 | 90,690 | 690,404 |
Teja termoacustica x 1 m2, suministro e instalación | 8.678592 | 197,948 | 1,717,912 |
Guardaescoba en ceramica porcelanato x 1m | 3.273504 | 23,946 | 78,388 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 4.18704 | 178,966 | 749,339 |
Puerta en aluminio con vidrio templado de 6 mm a todo costo. Suministro e instalación x 1 m2 | 0.1370304 | 1,574,907 | 215,810 |
Ventana aluminio corrediza. Suministro e instalación x 1 m2 | 0.57096 | 220,857 | 126,101 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 12.94176 | 12,828 | 166,019 |
Geomembrana Instalación x 1 m2 | 4.56768 | 13,477 | 61,561 |
Cepillera Attica | 0.114192 | 28,850 | 3,294 |
Espejo de 2mm de espesor *1 m2 | 0.114192 | 93,700 | 10,700 |
Argolla toalla attica | 0.114192 | 36,250 | 4,139 |
División de baño corrediza | 0.114192 | 550,000 | 62,806 |
Lavaplatos de sobreponer 2 m x 0.6m en acero inoxidable | 0.038064 | 505,085 | 19,226 |
Puerta de triplex | 0.304512 | 342,450 | 104,280 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.38064 | 140,813 | 53,599 |
Aseo general para entrega de obra x metro cuadrado | 7.955376 | 3,042 | 24,198 |
Administración | 635668.8 | 1 | 635,669 |
Imprevistos | 616636.8 | 1 | 616,637 |
Utilidad | 308318.4 | 1 | 308,318 |
Unidad Monetaria | 59147.6496 | 1 | 59,148 |
Valor Adicional: | 10,374,316 |
| 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$1,744.24 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Casa en obra gris de 1 planta y 209 m2 presupuesto de construcción | 0.0336 | 203,576,009 | 6,840,154 |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 7.0224 | 3,900 | 27,387 |
Levantamiento topográfico hasta 1,000 m2 | 0.0336 | 2,600,000 | 87,360 |
Replanteo Arquitectónico X 1 m2 | 7.0224 | 10,038 | 70,488 |
Diseño arquitectónico de casa personalizada x 1 m2 | 7.0224 | 28,597 | 200,821 |
Estudio de suelos y geotecnia desde | 0.0336 | 4,147,000 | 139,339 |
Diseño estructural y memorias de cálculo para una casa | 0.0336 | 2,903,043 | 97,542 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 7.0224 | 6,760 | 47,471 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 7.0224 | 16,000 | 112,358 |
Excavación manual en conglomerado x 1 m3 | 0.336 | 58,492 | 19,653 |
Kit Mueble para baño + lavamanos | 0.1008 | 484,450 | 48,833 |
Punto agua fria PVC 1/2" | 0.6048 | 44,047 | 26,639 |
Tubo 1" x 6 m RDE 13.5 | 0.504 | 63,000 | 31,752 |
Sanitario suministro e instalación | 0.1008 | 1,077,612 | 108,623 |
Punto desagüe sanitario pvc 4" | 0.504 | 68,312 | 34,429 |
Caja de inspección y distribución | 0.1344 | 207,000 | 27,821 |
Tubería PVC sanitaria 4" | 0.336 | 156,100 | 52,450 |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 0.2016 | 492,210 | 99,230 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 0.2688 | 811,703 | 218,186 |
Acero G-60 x 1 Kg | 20.16 | 5,200 | 104,832 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 0.4704 | 533,055 | 250,749 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.0672 | 854,441 | 57,418 |
Muro panel doble cara x 1 m2 | 8.1648 | 232,618 | 1,899,279 |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 6.72 | 90,690 | 609,436 |
Teja termoacustica x 1 m2, suministro e instalación | 7.6608 | 197,948 | 1,516,442 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.336 | 140,813 | 47,313 |
Aseo general para entrega de obra x metro cuadrado | 7.0224 | 3,042 | 21,360 |
Administración | 426720 | 1 | 426,720 |
Imprevistos | 208320 | 1 | 208,320 |
Utilidad | 208320 | 1 | 208,320 |
Unidad Monetaria | 39580.8 | 1 | 39,581 |
Valor Adicional: | 6,840,154 |
| 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$248,900.50 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 800 | 3,900 | 3,120,000 |
Salario mínimo mensual vigente, base | 2.4 | 1,300,000 | 3,120,000 |
| 0 | 0 | 0 |
4655" target="_blank"> | 8 | 0 | 0 |
Replanteo Arquitectónico X 1 m2 | 800 | 10,038 | 8,030,117 |
Cuerda de Nylon 100 m x 0,50 mm | 40 | 50,900 | 2,036,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 400 | 6,100 | 2,440,000 |
| 8 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 13.12 | 24,504 | 321,498 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 131.92 | 24,504 | 3,232,619 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de casa personalizada x 1 m2 | 800 | 28,597 | 22,877,712 |
Salario diario vigente | 528 | 43,329 | 22,877,712 |
Estudio de suelos y geotecnia desde | 8 | 4,147,000 | 33,176,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 24 | 650,000 | 15,600,000 |
Ensayo SPT | 8 | 247,000 | 1,976,000 |
Informe Geotécnico y recomendaciones de construcción | 8 | 1,950,000 | 15,600,000 |
Diseño estructural y memorias de cálculo para una casa | 8 | 2,903,043 | 23,224,344 |
Salario diario vigente | 536 | 43,329 | 23,224,344 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 800 | 6,760 | 5,408,000 |
Diseño hidráulico de edificio x 1 m2 | 800 | 3,380 | 2,704,000 |
Diseño sanitario de edificio x 1 m2, servicio | 800 | 3,380 | 2,704,000 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 800 | 16,000 | 12,800,000 |
Valor Adicional: | 108,636,173 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Punto desagüe sanitario pvc 4" | 120 | 68,312 | 8,197,449 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 20.4 | 78,000 | 1,591,200 |
Cuadrilla de albañileria x 1 Hora | 240 | 24,504 | 5,881,053 |
Limpiador para PVC 1/4 de galón | 4.512 | 99,000 | 446,688 |
Soldadura para PVC DE 1/4 de Galón | 3.756 | 74,150 | 278,507 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Valor Adicional: | 8,197,449 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Panel de 80W para sistema de energía solar | 32 | 920,900 | 29,468,800 |
Inversor de voltaje 300W | 8 | 297,050 | 2,376,400 |
Caja de control sistema de energía solar | 8 | 1,018,750 | 8,150,000 |
Batería estacionaria 90 Amperios para sistema energía solar | 32 | 731,600 | 23,411,200 |
Valor Adicional: | 63,406,400 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 4800 | 5,200 | 24,960,000 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 112 | 533,055 | 59,702,189 |
Arena lavada de río 1 m3 | 65.856 | 95,019 | 6,257,571 |
Cemento 1 Kg | 41160 | 798 | 32,845,680 |
Triturado de 3/4" x 1 m3 | 98.784 | 150,500 | 14,866,992 |
Agua para la obra 1 litro | 22344 | 36 | 813,322 |
Mezcladora 1 bulto, alquiler x hora | 53.76 | 7,150 | 384,384 |
Cuadrilla 7 (8 obreros) x jornal | 7.84 | 578,347 | 4,534,240 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 16 | 854,441 | 13,671,051 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 16 | 533,055 | 8,528,884 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.16 | 155,000 | 24,800 |
Durmiente ordinario 0,04x0.04x3,00 m. | 16 | 30,000 | 480,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 16 | 32,500 | 520,000 |
Vara clavo 3m | 2.72 | 20,100 | 54,672 |
Cuadrilla de albañileria x 1 Hora | 144 | 24,504 | 3,528,632 |
Cuadrilla de albañileria x 1 Hora | 14.4 | 24,504 | 352,863 |
Vibrador eléctrico de aguja para concreto x hora | 24 | 7,550 | 181,200 |
Valor Adicional: | 98,333,241 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro drywall doble cara x 1 m2 | 1360 | 153,842 | 209,224,573 |
Lámina Drywall Superboard 8mm x 2440mm x 1220mm | 1012.792 | 83,900 | 84,973,249 |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 6.8 | 135,750 | 923,100 |
Tornillos autoroscantes de 6 X 1" para dry wall punta broca | 367.2 | 32,100 | 11,787,120 |
Perfil canal estructural para lámina fibrocemento en sistemas livianos (89 mm) 2.44 m | 1115.2 | 25,500 | 28,437,600 |
Cuadrilla de carpintería por hora | 113.288 | 38,130 | 4,319,617 |
Cuadrilla de carpintería por hora | 1133.288 | 38,130 | 43,211,727 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 6800 | 5,200 | 35,360,000 |
Transporte 1 tonelada x 1 kilómetro | 54.4 | 3,900 | 212,160 |
Valor Adicional: | 209,224,573 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Teja termoacustica x 1 m2, suministro e instalación | 880 | 197,948 | 174,194,491 |
Teja termoacústica 3 m x 0.78 m | 376.112 | 393,120 | 147,857,149 |
Tornillos autoperforantes diámetro # 8, paso rosca 18, longitud 1/2" zinc hexagono metal tecks | 183.304 | 93,400 | 17,120,594 |
Andamio Tubular estandar con tijeras alquiler por día | 44 | 37,300 | 1,641,200 |
Cuadrilla de instalaciones x 1 Hora | 22 | 26,955 | 593,006 |
Cuadrilla de instalaciones x 1 Hora | 220 | 26,955 | 5,930,062 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 176 | 5,200 | 915,200 |
Transporte 1 tonelada x 1 kilómetro | 35.2 | 3,900 | 137,280 |
Valor Adicional: | 174,194,491 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ascensor 8 personas | 0 | 99,900,000 | 0 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 2720 | 12,828 | 34,892,704 |
Intervinil 5 galones, vinilo tipo 2 | 27.2 | 230,000 | 6,256,000 |
Cuadrilla de pintura x 1 hora | 59.84 | 38,563 | 2,307,599 |
Cuadrilla de pintura x 1 hora | 598.4 | 38,563 | 23,075,986 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 544 | 5,200 | 2,828,800 |
Transporte 1 tonelada x 1 kilómetro | 108.8 | 3,900 | 424,320 |
Geomembrana Instalación x 1 m2 | 960 | 13,477 | 12,938,317 |
Cuadrilla de albañileria x 1 Hora | 48 | 24,504 | 1,176,211 |
Cuadrilla de albañileria x 1 Hora | 480 | 24,504 | 11,762,107 |
Cepillera Attica | 24 | 28,850 | 692,400 |
Espejo de 2mm de espesor *1 m2 | 24 | 93,700 | 2,248,800 |
Argolla toalla attica | 24 | 36,250 | 870,000 |
Vidrio incoloro de 4 mm de espesor, suministro e instalación x 1 m2 | 240 | 141,747 | 34,019,195 |
Vidrio incoloro de 5 mm de espesor x 1 m2 | 240 | 130,000 | 31,200,000 |
Silicona transparente con fungicida 11 Onzas | 21.84 | 39,050 | 852,852 |
Cuadrilla de albañileria x 1 Hora | 60 | 24,504 | 1,470,263 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 88.2 | 5,200 | 458,640 |
Transporte 1 tonelada x 1 kilómetro | 9.6 | 3,900 | 37,440 |
Valor Adicional: | 85,661,417 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 80 | 140,813 | 11,265,073 |
Cascarilla de arroz x bulto 45 Kg | 20 | 155,000 | 3,100,000 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 6 | 91,000 | 546,000 |
Plántula aguacate | 80 | 33,250 | 2,660,000 |
Tierra negra abonada x 1 m3 | 16 | 235,000 | 3,760,000 |
Pala redonda No. 4 mango plástico | 0.4 | 63,000 | 25,200 |
Cuadrilla de instalaciones x 1 Hora | 40 | 26,955 | 1,078,193 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 16 | 5,200 | 83,200 |
Transporte 1 tonelada x 1 kilómetro | 3.2 | 3,900 | 12,480 |
Valor Adicional: | 11,265,073 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 80000000 | 1 | 80,000,000 |
Valor Adicional: | 80,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 80000000 | 1 | 80,000,000 |
Valor Adicional: | 80,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 46400000 | 1 | 46,400,000 |
Valor Adicional: | 46,400,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 7600000 | 1 | 7,600,000 |
Valor Adicional: | 7,600,000 |
| 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$486,500.48 |
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 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 7 | 23,113 | 161,789 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 1.4 | 94,000 | 131,600 |
Cuadrilla de albañileria x 1 Hora | 1.12 | 24,504 | 27,445 |
Cuadrilla de albañileria x 1 Hora | 0.112 | 24,504 | 2,744 |
Interruptor sencillo cuatro vías. Suministro e instalación | 231 | 23,313 | 5,385,250 |
Interruptor sencillo cuatro vías x 5 unidades | 46.2 | 95,000 | 4,389,000 |
Cuadrilla de albañileria x 1 Hora | 36.96 | 24,504 | 905,682 |
Cuadrilla de albañileria x 1 Hora | 3.696 | 24,504 | 90,568 |
Panel de 80W para sistema de energía solar | 28 | 920,900 | 25,785,200 |
Inversor de voltaje 300W | 7 | 297,050 | 2,079,350 |
Caja de control sistema de energía solar | 7 | 1,018,750 | 7,131,250 |
Batería estacionaria 90 Amperios para sistema energía solar | 28 | 731,600 | 20,484,800 |
Tablero trifásico con puerta de 24 circuitos | 7 | 321,000 | 2,247,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 28 | 395,000 | 11,060,000 |
Valor Adicional: | 74,334,640 |
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 |
Guardaescoba en ceramica porcelanato x 1m | 602 | 23,946 | 14,415,547 |
Agua para la obra 1 litro | 903 | 36 | 32,869 |
Arena lavada de río 1 m3 | 9.03 | 95,019 | 858,022 |
Pegacor max, 25 Kg, porcelanato | 15.05 | 85,500 | 1,286,775 |
Porcelanato sellado Beige x 1 m2 | 60.2 | 135,900 | 8,181,180 |
Cuadrilla de albañileria x 1 Hora | 150.5 | 24,504 | 3,687,911 |
Cuadrilla de albañileria x 1 Hora | 15.05 | 24,504 | 368,791 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 770 | 178,966 | 137,804,022 |
Agua para la obra 1 litro | 2695 | 36 | 98,098 |
Pegacor max, 25 Kg, porcelanato | 192.5 | 85,500 | 16,458,750 |
Porcelanato sellado Beige x 1 m2 | 770 | 135,900 | 104,643,000 |
Cuadrilla de albañileria x 1 Hora | 616 | 24,504 | 15,094,704 |
Cuadrilla de albañileria x 1 Hora | 61.6 | 24,504 | 1,509,470 |
Puerta en aluminio con vidrio templado de 6 mm a todo costo. Suministro e instalación x 1 m2 | 25.2 | 1,574,907 | 39,687,666 |
Puerta en aluminio con vidrio templado de 6 mm x 1m2 | 50.4 | 777,000 | 39,160,800 |
Instalación carpintería metálica x 1 m2 | 25.2 | 20,907 | 526,866 |
Ventana aluminio corrediza. Suministro e instalación x 1 m2 | 105 | 220,857 | 23,190,026 |
Ventana corrediza aluminio anodizado con vidrios x 1m2 | 105 | 199,950 | 20,994,750 |
Instalación carpintería metálica x 1 m2 | 105 | 20,907 | 2,195,276 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 2380 | 12,828 | 30,531,116 |
Intervinil 5 galones, vinilo tipo 2 | 23.8 | 230,000 | 5,474,000 |
Cuadrilla de pintura x 1 hora | 52.36 | 38,563 | 2,019,149 |
Cuadrilla de pintura x 1 hora | 523.6 | 38,563 | 20,191,487 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 476 | 5,200 | 2,475,200 |
Transporte 1 tonelada x 1 kilómetro | 95.2 | 3,900 | 371,280 |
Geomembrana Instalación x 1 m2 | 840 | 13,477 | 11,321,028 |
Cuadrilla de albañileria x 1 Hora | 42 | 24,504 | 1,029,184 |
Cuadrilla de albañileria x 1 Hora | 420 | 24,504 | 10,291,843 |
Cepillera Attica | 21 | 28,850 | 605,850 |
Espejo de 2mm de espesor *1 m2 | 21 | 93,700 | 1,967,700 |
Argolla toalla attica | 21 | 36,250 | 761,250 |
División de baño corrediza | 21 | 550,000 | 11,550,000 |
Lavaplatos de sobreponer 2 m x 0.6m en acero inoxidable | 7 | 505,085 | 3,535,595 |
Puerta de triplex | 56 | 342,450 | 19,177,200 |
Valor Adicional: | 294,547,000 |
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 | 116900000 | 1 | 116,900,000 |
Valor Adicional: | 116,900,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 113400000 | 1 | 113,400,000 |
Valor Adicional: | 113,400,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 56700000 | 1 | 56,700,000 |
Valor Adicional: | 56,700,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 10877300 | 1 | 10,877,300 |
Valor Adicional: | 10,877,300 |
| USD$92.31 |
| USD$2.57 |
| USD$3,468.57 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Edificio nuevo con 10 plantas y 8165 m2 presupuesto de construcción | 0.00104776133 | 12,982,183,820 | 13,602,230 |
Terreno, predio, lote precio por 1m2 | 2.619403325 | 1,000,000 | 2,619,403 |
Levantamiento topográfico hasta 1,000 m2 | 0.00209552266 | 2,600,000 | 5,448 |
Replanteo Arquitectónico X 1 m2 | 8.55497125945 | 10,038 | 85,872 |
Diseño arquitectónico de edificios x 1 m2 | 8.55497125945 | 14,000 | 119,770 |
Estudio de suelos y geotecnia desde | 0.00419104532 | 4,147,000 | 17,380 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 8.55497125945 | 24,700 | 211,308 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 8.55497125945 | 6,760 | 57,832 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 8.55497125945 | 16,000 | 136,880 |
Excavación mecánica en conglomerado x 1 m3 | 7.69475920752 | 4,551 | 35,021 |
Piloteadora, alquiler por Hora | 0.0838209064 | 390,000 | 32,690 |
Acero G-60 x 1 Kg | 430.03687371722 | 5,200 | 2,236,192 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 2.23277939423 | 533,055 | 1,190,195 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.34890452289 | 854,441 | 298,118 |
Steel deck metaldeck grado 40 | 1.71099425189 | 451,000 | 771,658 |
Kit Mueble para baño + lavamanos | 0.1257313596 | 484,450 | 60,911 |
Punto agua fria PVC 1/2" | 0.7543881576 | 44,047 | 33,228 |
Tubo 1" x 6 m RDE 13.5 | 0.628656798 | 63,000 | 39,605 |
Sanitario suministro e instalación | 0.1257313596 | 1,077,612 | 135,490 |
Punto desagüe sanitario pvc 4" | 0.628656798 | 68,312 | 42,945 |
Caja de inspección y distribución | 0.1676418128 | 207,000 | 34,702 |
Tubería PVC sanitaria 4" | 0.419104532 | 156,100 | 65,422 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 0.0419104532 | 23,113 | 969 |
Interruptor sencillo cuatro vías. Suministro e instalación | 1.3830449556 | 23,313 | 32,243 |
Panel de 80W para sistema de energía solar | 0.1676418128 | 920,900 | 154,381 |
Inversor de voltaje 300W | 0.0419104532 | 297,050 | 12,450 |
Caja de control sistema de energía solar | 0.0419104532 | 1,018,750 | 42,696 |
Batería estacionaria 90 Amperios para sistema energía solar | 0.1676418128 | 731,600 | 122,647 |
Tablero trifásico con puerta de 24 circuitos | 0.0419104532 | 321,000 | 13,453 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 0.1676418128 | 395,000 | 66,219 |
Muro drywall doble cara x 1 m2 | 5.4274036894 | 153,842 | 834,960 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 5.448358916 | 178,966 | 975,072 |
Ascensor 8 personas | 0.00209552266 | 99,900,000 | 209,343 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 10.582389433 | 12,828 | 135,753 |
Geomembrana Instalación x 1 m2 | 3.14328399 | 13,477 | 42,363 |
Cepillera Attica | 0.104776133 | 28,850 | 3,023 |
Espejo de 2mm de espesor *1 m2 | 0.209552266 | 93,700 | 19,635 |
Argolla toalla attica | 0.104776133 | 36,250 | 3,798 |
Vidrio incoloro de 4 mm de espesor, suministro e instalación x 1 m2 | 13.2541808245 | 141,747 | 1,878,736 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.0104776133 | 140,813 | 1,475 |
Administración | 329147.93525152 | 1 | 329,148 |
Imprevistos | 164649.40644152 | 1 | 164,649 |
Utilidad | 329147.93525152 | 1 | 329,148 |
Valor Adicional: | 13,602,230 |
| 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$467,206.94 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 1881 | 3,900 | 7,335,900 |
Salario mínimo mensual vigente, base | 5.643 | 1,300,000 | 7,335,900 |
Levantamiento topográfico hasta 1,000 m2 | 9 | 2,600,000 | 23,400,000 |
Salario mínimo mensual vigente, base | 18 | 1,300,000 | 23,400,000 |
Replanteo Arquitectónico X 1 m2 | 1881 | 10,038 | 18,880,812 |
Cuerda de Nylon 100 m x 0,50 mm | 94.05 | 50,900 | 4,787,145 |
Estaca de Madera Ø=0.05 L=0.60 m | 940.5 | 6,100 | 5,737,050 |
| 18.81 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 30.8484 | 24,504 | 755,921 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 310.1769 | 24,504 | 7,600,695 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de casa personalizada x 1 m2 | 1881 | 28,597 | 53,791,220 |
Salario diario vigente | 1241.46 | 43,329 | 53,791,220 |
Estudio de suelos y geotecnia desde | 9 | 4,147,000 | 37,323,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 27 | 650,000 | 17,550,000 |
Ensayo SPT | 9 | 247,000 | 2,223,000 |
Informe Geotécnico y recomendaciones de construcción | 9 | 1,950,000 | 17,550,000 |
Diseño estructural y memorias de cálculo para una casa | 9 | 2,903,043 | 26,127,387 |
Salario diario vigente | 603 | 43,329 | 26,127,387 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 1881 | 6,760 | 12,715,560 |
Diseño hidráulico de edificio x 1 m2 | 1881 | 3,380 | 6,357,780 |
Diseño sanitario de edificio x 1 m2, servicio | 1881 | 3,380 | 6,357,780 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 1881 | 16,000 | 30,096,000 |
Valor Adicional: | 209,669,879 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación manual en conglomerado x 1 m3 | 90 | 58,492 | 5,264,278 |
Cuadrilla de albañileria x 1 Hora | 19.53 | 24,504 | 478,571 |
Cuadrilla de albañileria x 1 Hora | 195.3 | 24,504 | 4,785,707 |
Volqueta de 6 m3 Alquiler por hora | 0 | 143,000 | 0 |
Valor Adicional: | 5,264,278 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 27 | 484,450 | 13,080,150 |
Punto agua fria PVC 1/2" | 162 | 44,047 | 7,135,534 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 32.4 | 20,300 | 657,720 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 8.1 | 30,700 | 248,670 |
Codo PVC 90° presión de 1/2" x 10 unidades | 16.2 | 45,000 | 729,000 |
Soldadura para PVC 1/4 de galón | 6.48 | 53,500 | 346,680 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 2.43 | 77,000 | 187,110 |
Instalación carpintería metálica x 1 m2 | 215.946 | 20,907 | 4,514,867 |
Instalación carpintería metálica x 1 m2 | 21.5946 | 20,907 | 451,487 |
Tubo 1" x 6 m RDE 13.5 | 135 | 63,000 | 8,505,000 |
Valor Adicional: | 28,720,684 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 27 | 1,077,612 | 29,095,520 |
Sanitario One Piece Galio Blanco | 27 | 974,000 | 26,298,000 |
Instalación de aparatos sanitarios x unidad | 27 | 103,612 | 2,797,520 |
Punto desagüe sanitario pvc 4" | 135 | 68,312 | 9,222,130 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 22.95 | 78,000 | 1,790,100 |
Cuadrilla de albañileria x 1 Hora | 270 | 24,504 | 6,616,185 |
Limpiador para PVC 1/4 de galón | 5.076 | 99,000 | 502,524 |
Soldadura para PVC DE 1/4 de Galón | 4.2255 | 74,150 | 313,321 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 36 | 207,000 | 7,452,000 |
Tubería PVC sanitaria 4" | 90 | 156,100 | 14,049,000 |
Valor Adicional: | 59,818,650 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 54 | 492,210 | 26,579,341 |
Agua para la obra 1 litro | 9666 | 36 | 351,842 |
Arena lavada de río 1 m3 | 40.824 | 95,019 | 3,879,056 |
Cemento 1 Kg | 17010 | 798 | 13,573,980 |
Triturado de 3/4" x 1 m3 | 40.824 | 150,500 | 6,144,012 |
Mezcladora 1 bulto, alquiler x hora | 54 | 7,150 | 386,100 |
Cuadrilla 7 (8 obreros) x jornal | 3.78 | 578,347 | 2,186,151 |
Oficial de construcción x hora | 3.78 | 15,397 | 58,199 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 72 | 811,703 | 58,442,624 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 72 | 533,055 | 38,379,979 |
Listón 3 x 3 cm 2,7 metros madera dimensionada | 213.12 | 10,850 | 2,312,352 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 10.8 | 155,000 | 1,674,000 |
Repisa 2.8 m x 0,075 m x 0.037 m | 25.92 | 10,000 | 259,200 |
| 94.32 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 586.8 | 24,504 | 14,379,175 |
Cuadrilla de albañileria x 1 Hora | 58.68 | 24,504 | 1,437,918 |
Acero G-60 x 1 Kg | 5400 | 5,200 | 28,080,000 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 126 | 533,055 | 67,164,963 |
Arena lavada de río 1 m3 | 74.088 | 95,019 | 7,039,768 |
Cemento 1 Kg | 46305 | 798 | 36,951,390 |
Triturado de 3/4" x 1 m3 | 111.132 | 150,500 | 16,725,366 |
Agua para la obra 1 litro | 25137 | 36 | 914,987 |
Mezcladora 1 bulto, alquiler x hora | 60.48 | 7,150 | 432,432 |
Cuadrilla 7 (8 obreros) x jornal | 8.82 | 578,347 | 5,101,020 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 18 | 854,441 | 15,379,933 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 18 | 533,055 | 9,594,995 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.18 | 155,000 | 27,900 |
Durmiente ordinario 0,04x0.04x3,00 m. | 18 | 30,000 | 540,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 18 | 32,500 | 585,000 |
Vara clavo 3m | 3.06 | 20,100 | 61,506 |
Cuadrilla de albañileria x 1 Hora | 162 | 24,504 | 3,969,711 |
Cuadrilla de albañileria x 1 Hora | 16.2 | 24,504 | 396,971 |
Vibrador eléctrico de aguja para concreto x hora | 27 | 7,550 | 203,850 |
Valor Adicional: | 195,646,860 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 2187 | 232,618 | 508,735,365 |
Sistema, Panel x 1 m2 x 0.04 m | 2296.35 | 56,500 | 129,743,775 |
Malla plana RG2 | 874.8 | 5,350 | 4,680,180 |
Malla RGU 80 | 1093.5 | 6,500 | 7,107,750 |
Malla angular RG1 | 1093.5 | 6,700 | 7,326,450 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 120.285 | 473,449 | 56,948,836 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 564.246 | 31,013 | 17,498,848 |
Cuadrilla de instalaciones x 1 Hora | 329.7996 | 26,955 | 8,889,691 |
Cuadrilla de instalaciones x 1 Hora | 3297.996 | 26,955 | 88,896,915 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 10935 | 5,200 | 56,862,000 |
Transporte 1 tonelada x 1 kilómetro | 87.48 | 3,900 | 341,172 |
Muro panel doble cara x 1 m2 | 218.7 | 232,618 | 50,873,536 |
Muro panel doble cara x 1 m2 | 218.7 | 232,618 | 50,873,536 |
Muro panel doble cara x 1 m2 | 109.35 | 232,618 | 25,436,768 |
Muro panel doble cara x 1 m2 | 13.9968 | 232,618 | 3,255,906 |
Valor Adicional: | 508,735,365 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 1800 | 90,690 | 163,241,848 |
Acero G-60 x 1 Kg | 17820 | 5,200 | 92,664,000 |
Pintuco Anticorrosivo rojo | 324 | 95,000 | 30,780,000 |
Soldadura eléctrica de 1/8" 32 barras x kilo | 216 | 34,650 | 7,484,400 |
Cuadrilla de albañileria x 1 Hora | 1198.8 | 24,504 | 29,375,862 |
Cuadrilla de albañileria x 1 Hora | 119.88 | 24,504 | 2,937,586 |
Teja termoacustica x 1 m2, suministro e instalación | 2052 | 197,948 | 406,189,882 |
Teja termoacústica 3 m x 0.78 m | 877.0248 | 393,120 | 344,775,989 |
Tornillos autoperforantes diámetro # 8, paso rosca 18, longitud 1/2" zinc hexagono metal tecks | 427.4316 | 93,400 | 39,922,111 |
Andamio Tubular estandar con tijeras alquiler por día | 102.6 | 37,300 | 3,826,980 |
Cuadrilla de instalaciones x 1 Hora | 51.3 | 26,955 | 1,382,783 |
Cuadrilla de instalaciones x 1 Hora | 513 | 26,955 | 13,827,827 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 410.4 | 5,200 | 2,134,080 |
Transporte 1 tonelada x 1 kilómetro | 82.08 | 3,900 | 320,112 |
Valor Adicional: | 569,431,730 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 90 | 140,813 | 12,673,207 |
Cascarilla de arroz x bulto 45 Kg | 22.5 | 155,000 | 3,487,500 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 6.75 | 91,000 | 614,250 |
Plántula aguacate | 90 | 33,250 | 2,992,500 |
Tierra negra abonada x 1 m3 | 18 | 235,000 | 4,230,000 |
Pala redonda No. 4 mango plástico | 0.45 | 63,000 | 28,350 |
Cuadrilla de instalaciones x 1 Hora | 45 | 26,955 | 1,212,967 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 18 | 5,200 | 93,600 |
Transporte 1 tonelada x 1 kilómetro | 3.6 | 3,900 | 14,040 |
Valor Adicional: | 12,673,207 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 114300000 | 1 | 114,300,000 |
Valor Adicional: | 114,300,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 55800000 | 1 | 55,800,000 |
Valor Adicional: | 55,800,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 55800000 | 1 | 55,800,000 |
Valor Adicional: | 55,800,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 10602000 | 1 | 10,602,000 |
Valor Adicional: | 10,602,000 |
| USD$348.02 |
| USD$26,483,654.99 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Terreno, predio, lote precio por 1m2 | 20000 | 1,000,000 | 20,000,000,000 |
Valor Adicional: | 20,000,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Levantamiento topográfico hasta 1,000 m2 | 16 | 2,600,000 | 41,600,000 |
Salario mínimo mensual vigente, base | 32 | 1,300,000 | 41,600,000 |
Replanteo Arquitectónico X 1 m2 | 65320 | 10,038 | 655,659,017 |
Cuerda de Nylon 100 m x 0,50 mm | 3266 | 50,900 | 166,239,400 |
Estaca de Madera Ø=0.05 L=0.60 m | 32660 | 6,100 | 199,226,000 |
| 653.2 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 1071.248 | 24,504 | 26,250,278 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 10771.268 | 24,504 | 263,943,341 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de edificios x 1 m2 | 65320 | 14,000 | 914,480,000 |
Estudio de suelos y geotecnia desde | 32 | 4,147,000 | 132,704,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 96 | 650,000 | 62,400,000 |
Ensayo SPT | 32 | 247,000 | 7,904,000 |
Informe Geotécnico y recomendaciones de construcción | 32 | 1,950,000 | 62,400,000 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 65320 | 24,700 | 1,613,404,000 |
Salario mínimo mensual vigente, base | 1241.08 | 1,300,000 | 1,613,404,000 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 65320 | 6,760 | 441,563,200 |
Diseño hidráulico de edificio x 1 m2 | 65320 | 3,380 | 220,781,600 |
Diseño sanitario de edificio x 1 m2, servicio | 65320 | 3,380 | 220,781,600 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 65320 | 16,000 | 1,045,120,000 |
Valor Adicional: | 4,844,530,217 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación mecánica en conglomerado x 1 m3 | 58752 | 4,551 | 267,395,040 |
Cuadrilla de albañileria x 1 Hora | 0 | 24,504 | 0 |
Cuadrilla de albañileria x 1 Hora | 0 | 24,504 | 0 |
retroexcavadora de orugas x hora | 1468.8 | 182,050 | 267,395,040 |
Piloteadora, alquiler por Hora | 640 | 390,000 | 249,600,000 |
Salario mínimo mensual vigente, base | 192 | 1,300,000 | 249,600,000 |
Valor Adicional: | 516,995,040 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 3283472 | 5,200 | 17,074,054,400 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 17048 | 533,055 | 9,087,526,093 |
Arena lavada de río 1 m3 | 10024.224 | 95,019 | 952,491,740 |
Cemento 1 Kg | 6265140 | 798 | 4,999,581,720 |
Triturado de 3/4" x 1 m3 | 15036.336 | 150,500 | 2,262,968,613 |
Agua para la obra 1 litro | 3401076 | 36 | 123,799,166 |
Mezcladora 1 bulto, alquiler x hora | 8183.04 | 7,150 | 58,508,736 |
Cuadrilla 7 (8 obreros) x jornal | 1193.36 | 578,347 | 690,176,117 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 2664 | 854,441 | 2,276,230,058 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 2664 | 533,055 | 1,420,059,216 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 26.64 | 155,000 | 4,129,200 |
Durmiente ordinario 0,04x0.04x3,00 m. | 2664 | 30,000 | 79,920,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 2664 | 32,500 | 86,580,000 |
Vara clavo 3m | 452.88 | 20,100 | 9,102,888 |
Cuadrilla de albañileria x 1 Hora | 23976 | 24,504 | 587,517,231 |
Cuadrilla de albañileria x 1 Hora | 2397.6 | 24,504 | 58,751,723 |
Vibrador eléctrico de aguja para concreto x hora | 3996 | 7,550 | 30,169,800 |
Steel deck metaldeck grado 40 | 13064 | 451,000 | 5,891,864,000 |
Valor Adicional: | 34,329,674,551 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 960 | 484,450 | 465,072,000 |
Punto agua fria PVC 1/2" | 5760 | 44,047 | 253,707,862 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 1152 | 20,300 | 23,385,600 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 288 | 30,700 | 8,841,600 |
Codo PVC 90° presión de 1/2" x 10 unidades | 576 | 45,000 | 25,920,000 |
Soldadura para PVC 1/4 de galón | 230.4 | 53,500 | 12,326,400 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 86.4 | 77,000 | 6,652,800 |
Instalación carpintería metálica x 1 m2 | 7678.08 | 20,907 | 160,528,602 |
Instalación carpintería metálica x 1 m2 | 767.808 | 20,907 | 16,052,860 |
Tubo 1" x 6 m RDE 13.5 | 4800 | 63,000 | 302,400,000 |
Valor Adicional: | 1,021,179,862 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 960 | 1,077,612 | 1,034,507,365 |
Sanitario One Piece Galio Blanco | 960 | 974,000 | 935,040,000 |
Instalación de aparatos sanitarios x unidad | 960 | 103,612 | 99,467,365 |
Punto desagüe sanitario pvc 4" | 4800 | 68,312 | 327,897,950 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 816 | 78,000 | 63,648,000 |
Cuadrilla de albañileria x 1 Hora | 9600 | 24,504 | 235,242,134 |
Limpiador para PVC 1/4 de galón | 180.48 | 99,000 | 17,867,520 |
Soldadura para PVC DE 1/4 de Galón | 150.24 | 74,150 | 11,140,296 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 1280 | 207,000 | 264,960,000 |
Tubería PVC sanitaria 4" | 3200 | 156,100 | 499,520,000 |
Valor Adicional: | 2,126,885,316 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 320 | 23,113 | 7,396,087 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 64 | 94,000 | 6,016,000 |
Cuadrilla de albañileria x 1 Hora | 51.2 | 24,504 | 1,254,625 |
Cuadrilla de albañileria x 1 Hora | 5.12 | 24,504 | 125,462 |
Interruptor sencillo cuatro vías. Suministro e instalación | 10560 | 23,313 | 246,182,878 |
Interruptor sencillo cuatro vías x 5 unidades | 2112 | 95,000 | 200,640,000 |
Cuadrilla de albañileria x 1 Hora | 1689.6 | 24,504 | 41,402,616 |
Cuadrilla de albañileria x 1 Hora | 168.96 | 24,504 | 4,140,262 |
Panel de 80W para sistema de energía solar | 1280 | 920,900 | 1,178,752,000 |
Inversor de voltaje 300W | 320 | 297,050 | 95,056,000 |
Caja de control sistema de energía solar | 320 | 1,018,750 | 326,000,000 |
Batería estacionaria 90 Amperios para sistema energía solar | 1280 | 731,600 | 936,448,000 |
Tablero trifásico con puerta de 24 circuitos | 320 | 321,000 | 102,720,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 1280 | 395,000 | 505,600,000 |
Valor Adicional: | 3,398,154,965 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro drywall doble cara x 1 m2 | 41440 | 153,842 | 6,375,195,821 |
Lámina Drywall Superboard 8mm x 2440mm x 1220mm | 30860.368 | 83,900 | 2,589,184,875 |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 207.2 | 135,750 | 28,127,400 |
Tornillos autoroscantes de 6 X 1" para dry wall punta broca | 11188.8 | 32,100 | 359,160,480 |
Perfil canal estructural para lámina fibrocemento en sistemas livianos (89 mm) 2.44 m | 33980.8 | 25,500 | 866,510,400 |
Cuadrilla de carpintería por hora | 3451.952 | 38,130 | 131,621,273 |
Cuadrilla de carpintería por hora | 34531.952 | 38,130 | 1,316,686,754 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 207200 | 5,200 | 1,077,440,000 |
Transporte 1 tonelada x 1 kilómetro | 1657.6 | 3,900 | 6,464,640 |
Valor Adicional: | 6,375,195,821 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 41600 | 178,966 | 7,444,996,512 |
Agua para la obra 1 litro | 145600 | 36 | 5,299,840 |
Pegacor max, 25 Kg, porcelanato | 10400 | 85,500 | 889,200,000 |
Porcelanato sellado Beige x 1 m2 | 41600 | 135,900 | 5,653,440,000 |
Cuadrilla de albañileria x 1 Hora | 33280 | 24,504 | 815,506,066 |
Cuadrilla de albañileria x 1 Hora | 3328 | 24,504 | 81,550,607 |
Ascensor 8 personas | 16 | 99,900,000 | 1,598,400,000 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 80800 | 12,828 | 1,036,518,560 |
Intervinil 5 galones, vinilo tipo 2 | 808 | 230,000 | 185,840,000 |
Cuadrilla de pintura x 1 hora | 1777.6 | 38,563 | 68,549,251 |
Cuadrilla de pintura x 1 hora | 17776 | 38,563 | 685,492,511 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 16160 | 5,200 | 84,032,000 |
Transporte 1 tonelada x 1 kilómetro | 3232 | 3,900 | 12,604,800 |
Geomembrana Instalación x 1 m2 | 24000 | 13,477 | 323,457,936 |
Cuadrilla de albañileria x 1 Hora | 1200 | 24,504 | 29,405,267 |
Cuadrilla de albañileria x 1 Hora | 12000 | 24,504 | 294,052,668 |
Cepillera Attica | 800 | 28,850 | 23,080,000 |
Espejo de 2mm de espesor *1 m2 | 1600 | 93,700 | 149,920,000 |
Argolla toalla attica | 800 | 36,250 | 29,000,000 |
Vidrio incoloro de 4 mm de espesor, suministro e instalación x 1 m2 | 101200 | 141,747 | 14,344,760,707 |
Vidrio incoloro de 5 mm de espesor x 1 m2 | 101200 | 130,000 | 13,156,000,000 |
Silicona transparente con fungicida 11 Onzas | 9209.2 | 39,050 | 359,619,260 |
Cuadrilla de albañileria x 1 Hora | 25300 | 24,504 | 619,961,042 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 37191 | 5,200 | 193,393,200 |
Transporte 1 tonelada x 1 kilómetro | 4048 | 3,900 | 15,787,200 |
Valor Adicional: | 24,950,133,714 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 80 | 140,813 | 11,265,073 |
Cascarilla de arroz x bulto 45 Kg | 20 | 155,000 | 3,100,000 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 6 | 91,000 | 546,000 |
Plántula aguacate | 80 | 33,250 | 2,660,000 |
Tierra negra abonada x 1 m3 | 16 | 235,000 | 3,760,000 |
Pala redonda No. 4 mango plástico | 0.4 | 63,000 | 25,200 |
Cuadrilla de instalaciones x 1 Hora | 40 | 26,955 | 1,078,193 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 16 | 5,200 | 83,200 |
Transporte 1 tonelada x 1 kilómetro | 3.2 | 3,900 | 12,480 |
Valor Adicional: | 11,265,073 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 2513152000 | 1 | 2,513,152,000 |
Valor Adicional: | 2,513,152,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 1257152000 | 1 | 1,257,152,000 |
Valor Adicional: | 1,257,152,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 2513152000 | 1 | 2,513,152,000 |
Valor Adicional: | 2,513,152,000 |
| 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$385.71 |
| 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$120.03 |
| USD$40.80 |
| USD$19.34 |
| USD$424.32 |
| 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$112.97 |
| USD$12.62 |
| 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$7,688.25 |
| 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$63.75 |
| 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$124.77 |
| USD$196.35 |
| USD$20.40 |
| USD$40.47 |
| USD$8.70 |
| USD$113.73 |
| USD$68.07 |
| USD$21.84 |
| USD$87.32 |
| 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$149.94 |
| 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$116.13 |
| USD$74.59 |
| USD$63.75 |
| USD$145.86 |
| USD$7.14 |
| USD$98.18 |
| USD$440.64 |
| USD$93.14 |
| 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$37.82 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 0.0684 | 2,168,530 | 148,327 |
Salario mínimo mensual vigente, base | 0.0684 | 1,300,000 | 88,920 |
Salario mínimo mensual vigente, base | 0.00852264 | 1,300,000 | 11,079 |
Salario mínimo mensual vigente, base | 0.008208 | 1,300,000 | 10,670 |
Salario mínimo mensual vigente, base | 0.005814 | 1,300,000 | 7,558 |
Salario mínimo mensual vigente, base | 0.006156 | 1,300,000 | 8,003 |
Salario mínimo mensual vigente, base | 0.00569772 | 1,300,000 | 7,407 |
Salario mínimo mensual vigente, base | 0.000684 | 1,300,000 | 889 |
Salario mínimo mensual vigente, base | 0.00035568 | 1,300,000 | 462 |
Salario mínimo mensual vigente, base | 0.00569772 | 1,300,000 | 7,407 |
Salario mínimo mensual vigente, base | 0.00285228 | 1,300,000 | 3,708 |
Salario mínimo mensual vigente, base | 0.00171 | 1,300,000 | 2,223 |
Valor Adicional: | 148,327 |
| USD$82.52 |
| USD$63.38 |
| USD$109.40 |
| USD$19.10 |
| USD$375.62 |
| 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$114.52 |
| USD$35.42 |
| USD$145.86 |
| 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$28.05 |
| 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$218.79 |
| USD$26.52 |
| USD$44.29 |
| USD$45.65 |
| 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$138.62 |
| USD$109.05 |
| USD$172.81 |
| USD$30.09 |
| USD$150.45 |
| USD$22.29 |
| USD$17.40 |
| USD$28.99 |
| 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$514.08 |
| 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$254.75 |
| USD$16.83 |
| USD$7.37 |
| USD$36.41 |
| USD$22.12 |
| USD$36.39 |
| USD$8.06 |
| USD$1,415.25 |
| USD$1,982.04 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Apartamento nuevo en edificio de 10 plantas, Precio por 1 m2 | 4 | 1,943,176 | 7,772,703 |
Edificio nuevo con 10 plantas y 8165 m2 presupuesto de construcción | 0.00059872076 | 12,982,183,820 | 7,772,703 |
Valor Adicional: | 7,772,703 |
| 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$37.23 |
| 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$600.92 |
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$7.14 |
| USD$143.82 |
| 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$45.31 |
| 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$23.10 |
| 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$509.73 |
| 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$150.96 |
| 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$1,262.25 |
| 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$3,384.36 |
| 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$1,552.89 |
| 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$20.20 |
| 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$885.11 |
| 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$130.16 |
| 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$27.03 |
| 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$38.21 |
| USD$331.50 |
| USD$27.03 |
| USD$33.20 |
| USD$1,335.95 |
| USD$28.05 |
| USD$77.78 |
| USD$40.84 |
| USD$30.47 |
| USD$326.30 |
| USD$298.35 |
| 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$95.57 |
| USD$28.81 |
| USD$16.58 |
| USD$99.45 |
| 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$956,166.00 |
| 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$49.47 |
| 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$5,503.41 |
| 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$44.79 |
| USD$33.43 |
| USD$116.54 |
| USD$418.20 |
| USD$92.49 |
| 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$43.30 |
| USD$16.60 |
| USD$69.62 |
| USD$16.40 |
| USD$480.69 |
| USD$249.90 |
| USD$508.73 |
| USD$417.69 |
| USD$40.29 |
| USD$38.25 |
| USD$484.50 |
| USD$0.00 |
| USD$174.04 |
| USD$994.50 |
| 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$109.55 |
| 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$23.87 |
| USD$20.99 |
| USD$151.73 |
| USD$373.12 |
| USD$704.49 |
| USD$11.22 |
| USD$35.96 |
| USD$189.75 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 143.1 | 5,200 | 744,120 |
Valor Adicional: | 744,120 |
| 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$394.18 |
| USD$6.63 |
| USD$35.60 |
| USD$400.35 |
| USD$32.74 |
| USD$779.34 |
| 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$594.41 |
| USD$29.41 |
| USD$12.51 |
| USD$200.61 |
| USD$19.30 |
| USD$120.13 |
| USD$13.23 |
| USD$595.94 |
| USD$7.54 |
| USD$10.91 |
| USD$651.32 |
| USD$548.25 |
| USD$159.89 |
| USD$851.03 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Hora de ingeniero | 90 | 37,082 | 3,337,368 |
Salario mínimo mensual vigente, incluyendo complementos | 1.539 | 2,168,530 | 3,337,368 |
Valor Adicional: | 3,337,368 |
| 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$32.36 |
| 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$65.52 |
| 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$56.46 |
| 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$42.50 |
| 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$22.39 |
| 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$49.60 |
| 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$426.36 |
| USD$43.07 |
| USD$50.87 |
| 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$3,716.63 |
| 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$27.54 |
| USD$271.58 |
| USD$239.90 |
| USD$35.96 |
| USD$9.00 |
| USD$39.78 |
| USD$39.12 |
| USD$136.94 |
| USD$14.99 |
| USD$39.27 |
| USD$28.43 |
| USD$46.84 |
| USD$127.50 |
| USD$14.28 |
| USD$219.30 |
| USD$123.53 |
| USD$10.77 |
| USD$10.35 |
| USD$71.40 |
| USD$202.98 |
| 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$4,069.80 |
| USD$79.56 |
| USD$18.76 |
| USD$272.34 |
| 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$190.49 |
| USD$16.78 |
| USD$0.00 |
| USD$39.27 |
| USD$31.47 |
| USD$5.80 |
| USD$867.00 |
| USD$29.73 |
| USD$9.19 |
| USD$248.63 |
| USD$73.82 |
| 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$29.84 |
| USD$318.24 |
| USD$92.97 |
| USD$95.50 |
| USD$74.21 |
| 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$69.62 |
| USD$61.66 |
| 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$1,785.00 |
| 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$48.35 |
| 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$307.95 |
| USD$5.32 |
| USD$73.99 |
| USD$441.15 |
| USD$19.89 |
| USD$15.51 |
| USD$1,014.90 |
| 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$40.80 |
| 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$58.14 |
| 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$679.65 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 2.94 | 95,019 | 279,356 |
Arena lavada de río 6 m3 | 0.490098 | 570,000 | 279,356 |
Cemento 1 Kg | 1837.5 | 798 | 1,466,325 |
Cemento, bulto de 50 Kg | 36.75 | 39,900 | 1,466,325 |
Triturado de 3/4" x 1 m3 | 4.41 | 150,500 | 663,705 |
Grava 3/4" x 6 m3 | 0.7350000147 | 903,000 | 663,705 |
Agua para la obra 1 litro | 997.5 | 36 | 36,309 |
Salario mínimo mensual vigente, base | 0.02793 | 1,300,000 | 36,309 |
Valor Adicional: | 2,445,695 |
| 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$25.50 |
| USD$51.00 |
| USD$7.57 |
| USD$1,185.75 |
| 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$4.64 |
| 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$277.39 |
| USD$21.96 |
| USD$9.84 |
| USD$7.71 |
| USD$10.24 |
| USD$20.96 |
| USD$15.91 |
| USD$6.89 |
| USD$1,252.99 |
| 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$1,014.90 |
| 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$46.92 |
| USD$356.97 |
| USD$18.69 |
| USD$82.88 |
| USD$125.97 |
| USD$331.50 |
| USD$1.72 |
| 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$151.50 |
| 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$2.59 |
| 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$26.98 |
| 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$25.50 |
| 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$25.09 |
| USD$2,621.08 |
| USD$32.53 |
| USD$21.55 |
| USD$20.34 |
| USD$6.57 |
| USD$10.06 |
| USD$5,097.45 |
| USD$742.86 |
| 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$3,066.27 |
| 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$25.50 |
| USD$11.90 |
| USD$698.70 |
| USD$60.77 |
| USD$20.83 |
| USD$10.68 |
| USD$45.89 |
| USD$9.09 |
| USD$8.40 |
| USD$6.32 |
| USD$1,940.13 |
| USD$12.50 |
| USD$13.92 |
| USD$6.48 |
| USD$578.60 |
| USD$624.32 |
| USD$45.33 |
| USD$17.47 |
| USD$2,619.76 |
| USD$379.70 |
| USD$3.93 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario mínimo mensual vigente, incluyendo complementos | 0.0071 | 2,168,530 | 15,397 |
Salario mínimo mensual vigente, base | 0.0071 | 1,300,000 | 9,230 |
Salario mínimo mensual vigente, base | 0.00088466 | 1,300,000 | 1,150 |
Salario mínimo mensual vigente, base | 0.000852 | 1,300,000 | 1,108 |
Salario mínimo mensual vigente, base | 0.0006035 | 1,300,000 | 785 |
Salario mínimo mensual vigente, base | 0.000639 | 1,300,000 | 831 |
Salario mínimo mensual vigente, base | 0.00059143 | 1,300,000 | 769 |
Salario mínimo mensual vigente, base | 7.1E-5 | 1,300,000 | 92 |
Salario mínimo mensual vigente, base | 3.692E-5 | 1,300,000 | 48 |
Salario mínimo mensual vigente, base | 0.00059143 | 1,300,000 | 769 |
Salario mínimo mensual vigente, base | 0.00029607 | 1,300,000 | 385 |
Salario mínimo mensual vigente, base | 0.0001775 | 1,300,000 | 231 |
Valor Adicional: | 15,397 |
| USD$28.51 |
| USD$52.89 |
| USD$197.85 |
| USD$4,820.68 |
| USD$8.44 |
| USD$12.72 |
| USD$9.15 |
| USD$7.24 |
| USD$7.88 |
| USD$1,133.00 |
| USD$48.44 |
| USD$15.82 |
| USD$8.68 |
| USD$6.15 |
| USD$604.13 |
| USD$13.01 |
| USD$19.86 |
| USD$21.97 |
| USD$10.22 |
| USD$1,672.75 |
| USD$35.69 |
| USD$10.35 |
| USD$12.72 |
| USD$6.27 |
| USD$23.37 |
| USD$8.36 |
| USD$212.59 |
| USD$4,188.46 |
| USD$40.80 |
| USD$28.45 |
| USD$713.22 |
| USD$17,403.02 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto premezclado de 4000 PSI o 27.6 MPa x 1 m3 | 100 | 682,471 | 68,247,140 |
Arena lavada de río 1 m3 | 60 | 95,019 | 5,701,140 |
Cemento 1 Kg | 42000 | 798 | 33,516,000 |
Triturado de 3/4" x 1 m3 | 60 | 150,500 | 9,030,000 |
Planta de concreto precio por hora | 20 | 1,000,000 | 20,000,000 |
Valor Adicional: | 68,247,140 |
| USD$956.25 |
| USD$10.20 |
| USD$79.15 |
| USD$9.80 |
| USD$3.27 |
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$9.24 |
| USD$47.77 |
| USD$120.23 |
| USD$901.18 |
| USD$7.47 |
| USD$311.28 |
| USD$50.86 |
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.