| 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$99.45 |
| USD$306.00 |
| USD$48.96 |
| USD$18.62 |
| USD$101.29 |
| USD$22.13 |
| USD$50,426.25 |
| USD$11.60 |
| USD$62.86 |
| USD$1,947.50 |
| USD$146.17 |
| USD$25.81 |
| USD$39,780.00 |
| USD$4,101,165.00 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 24 | 3,900,000 | 93,600,000 |
Salario mínimo mensual vigente, base | 72 | 1,300,000 | 93,600,000 |
Valor Adicional: | 93,600,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Subbase triturada de 2" x 1 m3 | 16800 | 125,200 | 2,103,360,000 |
Base granular de 1 1/2" x m3 | 16800 | 126,550 | 2,126,040,000 |
Asfalto 60/70 por tonelada | 5600 | 2,100,000 | 11,760,000,000 |
Valor Adicional: | 15,989,400,000 |
| USD$140.25 |
| USD$201.45 |
| USD$34.02 |
| USD$22.99 |
| USD$12.75 |
| USD$10.20 |
| USD$62.99 |
| USD$45.85 |
| USD$2,700.96 |
| USD$33.62 |
| USD$4,590.00 |
| USD$31.56 |
| 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$632.20 |
| 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$1,517.31 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 6 | 95,019 | 570,114 |
Arena lavada de río 6 m3 | 1.0002 | 570,000 | 570,114 |
Cemento 1 Kg | 5000 | 798 | 3,990,000 |
Cemento, bulto de 50 Kg | 100 | 39,900 | 3,990,000 |
Triturado de 3/4" x 1 m3 | 6 | 150,500 | 903,000 |
Grava 3/4" x 6 m3 | 1.00000002 | 903,000 | 903,000 |
Valor Adicional: | 5,463,114 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.7 | 578,347 | 404,843 |
Salario mínimo mensual vigente, incluyendo complementos | 0.18669 | 2,168,530 | 404,843 |
Oficial de construcción x hora | 0.7 | 15,397 | 10,778 |
Salario mínimo mensual vigente, incluyendo complementos | 0.00497 | 2,168,530 | 10,778 |
Valor Adicional: | 415,620 |
| 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$113.35 |
| USD$6.96 |
| USD$74.97 |
| USD$524.66 |
| 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$2,832.54 |
| USD$225.27 |
| USD$42.99 |
| USD$171.41 |
| USD$295.37 |
| 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$144.59 |
| USD$26.32 |
| USD$1,007.66 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 91.2 | 43,329 | 3,951,605 |
Salario mínimo mensual vigente, base | 3.039696 | 1,300,000 | 3,951,605 |
Valor Adicional: | 3,951,605 |
| 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$67.93 |
| 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$561,000.00 |
| 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$35.96 |
| USD$494.70 |
| USD$10.66 |
| USD$4,307.56 |
| USD$36.18 |
| USD$15.22 |
| USD$84.53 |
| USD$82.39 |
| USD$620.96 |
| USD$155.88 |
| USD$16.58 |
| USD$249.77 |
| 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$40.60 |
| USD$90,401,721.16 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Terreno, predio, lote precio por 1m2 | 70400 | 1,000,000 | 70,400,000,000 |
Valor Adicional: | 70,400,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Levantamiento topográfico hasta 1,000 m2 | 55 | 2,600,000 | 143,000,000 |
Salario mínimo mensual vigente, base | 110 | 1,300,000 | 143,000,000 |
Replanteo Arquitectónico X 1 m2 | 269445 | 10,038 | 2,704,593,446 |
Cuerda de Nylon 100 m x 0,50 mm | 13472.25 | 50,900 | 685,737,525 |
Estaca de Madera Ø=0.05 L=0.60 m | 134722.5 | 6,100 | 821,807,250 |
| 2694.45 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 4418.898 | 24,504 | 108,282,396 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 44431.4805 | 24,504 | 1,088,766,282 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de edificios x 1 m2 | 269445 | 14,000 | 3,772,230,000 |
Estudio de suelos y geotecnia desde | 110 | 4,147,000 | 456,170,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 330 | 650,000 | 214,500,000 |
Ensayo SPT | 110 | 247,000 | 27,170,000 |
Informe Geotécnico y recomendaciones de construcción | 110 | 1,950,000 | 214,500,000 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 269445 | 24,700 | 6,655,291,500 |
Salario mínimo mensual vigente, base | 5119.455 | 1,300,000 | 6,655,291,500 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 269445 | 6,760 | 1,821,448,200 |
Diseño hidráulico de edificio x 1 m2 | 269445 | 3,380 | 910,724,100 |
Diseño sanitario de edificio x 1 m2, servicio | 269445 | 3,380 | 910,724,100 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 269445 | 16,000 | 4,311,120,000 |
Valor Adicional: | 19,863,853,146 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación mecánica en conglomerado x 1 m3 | 232584 | 4,551 | 1,058,547,930 |
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 | 5814.6 | 182,050 | 1,058,547,930 |
Piloteadora, alquiler por Hora | 880 | 390,000 | 343,200,000 |
Salario mínimo mensual vigente, base | 264 | 1,300,000 | 343,200,000 |
Valor Adicional: | 1,401,747,930 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 13544333 | 5,200 | 70,430,531,600 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 70301 | 533,055 | 37,474,317,918 |
Arena lavada de río 1 m3 | 41336.988 | 95,019 | 3,927,799,263 |
Cemento 1 Kg | 25835617.5 | 798 | 20,616,822,765 |
Triturado de 3/4" x 1 m3 | 62005.482 | 150,500 | 9,331,825,227 |
Agua para la obra 1 litro | 14025049.5 | 36 | 510,511,802 |
Mezcladora 1 bulto, alquiler x hora | 33744.48 | 7,150 | 241,273,032 |
Cuadrilla 7 (8 obreros) x jornal | 4921.07 | 578,347 | 2,846,085,830 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 11000 | 854,441 | 9,398,847,835 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 11000 | 533,055 | 5,863,607,873 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 110 | 155,000 | 17,050,000 |
Durmiente ordinario 0,04x0.04x3,00 m. | 11000 | 30,000 | 330,000,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 11000 | 32,500 | 357,500,000 |
Vara clavo 3m | 1870 | 20,100 | 37,587,000 |
Cuadrilla de albañileria x 1 Hora | 99000 | 24,504 | 2,425,934,511 |
Cuadrilla de albañileria x 1 Hora | 9900 | 24,504 | 242,593,451 |
Vibrador eléctrico de aguja para concreto x hora | 16500 | 7,550 | 124,575,000 |
Valor Adicional: | 117,303,697,353 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 3960 | 484,450 | 1,918,422,000 |
Punto agua fria PVC 1/2" | 23760 | 44,047 | 1,046,544,933 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 4752 | 20,300 | 96,465,600 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 1188 | 30,700 | 36,471,600 |
Codo PVC 90° presión de 1/2" x 10 unidades | 2376 | 45,000 | 106,920,000 |
Soldadura para PVC 1/4 de galón | 950.4 | 53,500 | 50,846,400 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 356.4 | 77,000 | 27,442,800 |
Instalación carpintería metálica x 1 m2 | 31672.08 | 20,907 | 662,180,484 |
Instalación carpintería metálica x 1 m2 | 3167.208 | 20,907 | 66,218,048 |
Tubo 1" x 6 m RDE 13.5 | 19800 | 63,000 | 1,247,400,000 |
Valor Adicional: | 4,212,366,933 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 3960 | 1,077,612 | 4,267,342,882 |
Sanitario One Piece Galio Blanco | 3960 | 974,000 | 3,857,040,000 |
Instalación de aparatos sanitarios x unidad | 3960 | 103,612 | 410,302,882 |
Punto desagüe sanitario pvc 4" | 19800 | 68,312 | 1,352,579,045 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 3366 | 78,000 | 262,548,000 |
Cuadrilla de albañileria x 1 Hora | 39600 | 24,504 | 970,373,804 |
Limpiador para PVC 1/4 de galón | 744.48 | 99,000 | 73,703,520 |
Soldadura para PVC DE 1/4 de Galón | 619.74 | 74,150 | 45,953,721 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 5280 | 207,000 | 1,092,960,000 |
Tubería PVC sanitaria 4" | 13200 | 156,100 | 2,060,520,000 |
Valor Adicional: | 8,773,401,927 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 1320 | 23,113 | 30,508,860 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 264 | 94,000 | 24,816,000 |
Cuadrilla de albañileria x 1 Hora | 211.2 | 24,504 | 5,175,327 |
Cuadrilla de albañileria x 1 Hora | 21.12 | 24,504 | 517,533 |
Interruptor sencillo cuatro vías. Suministro e instalación | 43560 | 23,313 | 1,015,504,370 |
Interruptor sencillo cuatro vías x 5 unidades | 8712 | 95,000 | 827,640,000 |
Cuadrilla de albañileria x 1 Hora | 6969.6 | 24,504 | 170,785,790 |
Cuadrilla de albañileria x 1 Hora | 696.96 | 24,504 | 17,078,579 |
Panel de 80W para sistema de energía solar | 5280 | 920,900 | 4,862,352,000 |
Inversor de voltaje 300W | 1320 | 297,050 | 392,106,000 |
Caja de control sistema de energía solar | 1320 | 1,018,750 | 1,344,750,000 |
Batería estacionaria 90 Amperios para sistema energía solar | 5280 | 731,600 | 3,862,848,000 |
Tablero trifásico con puerta de 24 circuitos | 1320 | 321,000 | 423,720,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 5280 | 395,000 | 2,085,600,000 |
Valor Adicional: | 14,017,389,230 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro drywall doble cara x 1 m2 | 170940 | 153,842 | 26,297,682,762 |
Lámina Drywall Superboard 8mm x 2440mm x 1220mm | 127299.018 | 83,900 | 10,680,387,610 |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 854.7 | 135,750 | 116,025,525 |
Tornillos autoroscantes de 6 X 1" para dry wall punta broca | 46153.8 | 32,100 | 1,481,536,980 |
Perfil canal estructural para lámina fibrocemento en sistemas livianos (89 mm) 2.44 m | 140170.8 | 25,500 | 3,574,355,400 |
Cuadrilla de carpintería por hora | 14239.302 | 38,130 | 542,937,750 |
Cuadrilla de carpintería por hora | 142444.302 | 38,130 | 5,431,332,862 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 854700 | 5,200 | 4,444,440,000 |
Transporte 1 tonelada x 1 kilómetro | 6837.6 | 3,900 | 26,666,640 |
Valor Adicional: | 26,297,682,762 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ascensor 8 personas | 66 | 99,900,000 | 6,593,400,000 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 332750 | 12,828 | 4,268,583,550 |
Intervinil 5 galones, vinilo tipo 2 | 3327.5 | 230,000 | 765,325,000 |
Cuadrilla de pintura x 1 hora | 7320.5 | 38,563 | 282,299,051 |
Cuadrilla de pintura x 1 hora | 73205 | 38,563 | 2,822,990,506 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 66550 | 5,200 | 346,060,000 |
Transporte 1 tonelada x 1 kilómetro | 13310 | 3,900 | 51,909,000 |
Geomembrana Instalación x 1 m2 | 224400 | 13,477 | 3,024,331,702 |
Cuadrilla de albañileria x 1 Hora | 11220 | 24,504 | 274,939,245 |
Cuadrilla de albañileria x 1 Hora | 112200 | 24,504 | 2,749,392,446 |
Cepillera Attica | 3300 | 28,850 | 95,205,000 |
Espejo de 2mm de espesor *1 m2 | 6600 | 93,700 | 618,420,000 |
Argolla toalla attica | 3300 | 36,250 | 119,625,000 |
Valor Adicional: | 14,719,565,252 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 4400 | 140,813 | 619,579,022 |
Cascarilla de arroz x bulto 45 Kg | 1100 | 155,000 | 170,500,000 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 330 | 91,000 | 30,030,000 |
Plántula aguacate | 4400 | 33,250 | 146,300,000 |
Tierra negra abonada x 1 m3 | 880 | 235,000 | 206,800,000 |
Pala redonda No. 4 mango plástico | 22 | 63,000 | 1,386,000 |
Cuadrilla de instalaciones x 1 Hora | 2200 | 26,955 | 59,300,621 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 880 | 5,200 | 4,576,000 |
Transporte 1 tonelada x 1 kilómetro | 176 | 3,900 | 686,400 |
Valor Adicional: | 619,579,022 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 29634000000 | 1 | 29,634,000,000 |
Valor Adicional: | 29,634,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 29634000000 | 1 | 29,634,000,000 |
Valor Adicional: | 29,634,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 14823270000 | 1 | 14,823,270,000 |
Valor Adicional: | 14,823,270,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 2816000000 | 1 | 2,816,000,000 |
Valor Adicional: | 2,816,000,000 |
| 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$117.27 |
| 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$53.32 |
| USD$62.99 |
| USD$38.25 |
| 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$56.56 |
| USD$2,815,119.22 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 14 | 1,112,456 | 15,574,382 |
Hora de ingeniero | 420 | 37,082 | 15,574,382 |
Puente, diseño estructural x 1 m2 | 1708 | 246,975 | 421,833,812 |
Salario diario vigente | 9735.6 | 43,329 | 421,833,812 |
Valor Adicional: | 437,408,195 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 490000 | 12,913 | 6,327,370,000 |
Soldador mano de obra x hora | 122500 | 16,640 | 2,038,400,000 |
Salario mínimo mensual vigente, base | 1568 | 1,300,000 | 2,038,400,000 |
Valor Adicional: | 8,365,770,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 210 | 533,055 | 111,941,605 |
Arena lavada de río 1 m3 | 123.48 | 95,019 | 11,732,946 |
Cemento 1 Kg | 77175 | 798 | 61,585,650 |
Triturado de 3/4" x 1 m3 | 185.22 | 150,500 | 27,875,611 |
Agua para la obra 1 litro | 41895 | 36 | 1,524,978 |
Mezcladora 1 bulto, alquiler x hora | 100.8 | 7,150 | 720,720 |
Cuadrilla 7 (8 obreros) x jornal | 14.7 | 578,347 | 8,501,700 |
Acero G-60 x 1 Kg | 182000 | 5,200 | 946,400,000 |
Valor Adicional: | 1,058,341,605 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 2800 | 10,038 | 28,105,408 |
Cuerda de Nylon 100 m x 0,50 mm | 140 | 50,900 | 7,126,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 1400 | 6,100 | 8,540,000 |
| 28 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 45.92 | 24,504 | 1,125,242 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 461.72 | 24,504 | 11,314,166 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 14 | 4,147,000 | 58,058,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 42 | 650,000 | 27,300,000 |
Ensayo SPT | 14 | 247,000 | 3,458,000 |
Informe Geotécnico y recomendaciones de construcción | 14 | 1,950,000 | 27,300,000 |
Valor Adicional: | 86,163,408 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 364000000 | 1 | 364,000,000 |
Imprevistos | 364000000 | 1 | 364,000,000 |
Utilidad | 364000000 | 1 | 364,000,000 |
Valor Adicional: | 1,092,000,000 |
| USD$2,652.00 |
| USD$53.28 |
| USD$20.40 |
| USD$9.68 |
| USD$1,993.42 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Casa en obra gris de 1 planta y 209 m2 presupuesto de construcción | 0.0384 | 203,576,009 | 7,817,319 |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 8.0256 | 3,900 | 31,300 |
Levantamiento topográfico hasta 1,000 m2 | 0.0384 | 2,600,000 | 99,840 |
Replanteo Arquitectónico X 1 m2 | 8.0256 | 10,038 | 80,558 |
Diseño arquitectónico de casa personalizada x 1 m2 | 8.0256 | 28,597 | 229,509 |
Estudio de suelos y geotecnia desde | 0.0384 | 4,147,000 | 159,245 |
Diseño estructural y memorias de cálculo para una casa | 0.0384 | 2,903,043 | 111,477 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 8.0256 | 6,760 | 54,253 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 8.0256 | 16,000 | 128,410 |
Excavación manual en conglomerado x 1 m3 | 0.384 | 58,492 | 22,461 |
Kit Mueble para baño + lavamanos | 0.1152 | 484,450 | 55,809 |
Punto agua fria PVC 1/2" | 0.6912 | 44,047 | 30,445 |
Tubo 1" x 6 m RDE 13.5 | 0.576 | 63,000 | 36,288 |
Sanitario suministro e instalación | 0.1152 | 1,077,612 | 124,141 |
Punto desagüe sanitario pvc 4" | 0.576 | 68,312 | 39,348 |
Caja de inspección y distribución | 0.1536 | 207,000 | 31,795 |
Tubería PVC sanitaria 4" | 0.384 | 156,100 | 59,942 |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 0.2304 | 492,210 | 113,405 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 0.3072 | 811,703 | 249,355 |
Acero G-60 x 1 Kg | 23.04 | 5,200 | 119,808 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 0.5376 | 533,055 | 286,571 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.0768 | 854,441 | 65,621 |
Muro panel doble cara x 1 m2 | 9.3312 | 232,618 | 2,170,604 |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 7.68 | 90,690 | 696,499 |
Teja termoacustica x 1 m2, suministro e instalación | 8.7552 | 197,948 | 1,733,077 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.384 | 140,813 | 54,072 |
Aseo general para entrega de obra x metro cuadrado | 8.0256 | 3,042 | 24,411 |
Administración | 487680 | 1 | 487,680 |
Imprevistos | 238080 | 1 | 238,080 |
Utilidad | 238080 | 1 | 238,080 |
Unidad Monetaria | 45235.2 | 1 | 45,235 |
Valor Adicional: | 7,817,319 |
| 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$280,013.06 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 900 | 3,900 | 3,510,000 |
Salario mínimo mensual vigente, base | 2.7 | 1,300,000 | 3,510,000 |
| 0 | 0 | 0 |
4655" target="_blank"> | 9 | 0 | 0 |
Replanteo Arquitectónico X 1 m2 | 900 | 10,038 | 9,033,881 |
Cuerda de Nylon 100 m x 0,50 mm | 45 | 50,900 | 2,290,500 |
Estaca de Madera Ø=0.05 L=0.60 m | 450 | 6,100 | 2,745,000 |
| 9 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 14.76 | 24,504 | 361,685 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 148.41 | 24,504 | 3,636,696 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de casa personalizada x 1 m2 | 900 | 28,597 | 25,737,426 |
Salario diario vigente | 594 | 43,329 | 25,737,426 |
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 | 900 | 6,760 | 6,084,000 |
Diseño hidráulico de edificio x 1 m2 | 900 | 3,380 | 3,042,000 |
Diseño sanitario de edificio x 1 m2, servicio | 900 | 3,380 | 3,042,000 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 900 | 16,000 | 14,400,000 |
Valor Adicional: | 122,215,694 |
Descripción | Cantidad | Valor Unitario | Valor Total |
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 |
Valor Adicional: | 9,222,130 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Panel de 80W para sistema de energía solar | 36 | 920,900 | 33,152,400 |
Inversor de voltaje 300W | 9 | 297,050 | 2,673,450 |
Caja de control sistema de energía solar | 9 | 1,018,750 | 9,168,750 |
Batería estacionaria 90 Amperios para sistema energía solar | 36 | 731,600 | 26,337,600 |
Valor Adicional: | 71,332,200 |
Descripción | Cantidad | Valor Unitario | Valor Total |
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: | 110,624,896 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro drywall doble cara x 1 m2 | 1530 | 153,842 | 235,377,645 |
Lámina Drywall Superboard 8mm x 2440mm x 1220mm | 1139.391 | 83,900 | 95,594,905 |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 7.65 | 135,750 | 1,038,488 |
Tornillos autoroscantes de 6 X 1" para dry wall punta broca | 413.1 | 32,100 | 13,260,510 |
Perfil canal estructural para lámina fibrocemento en sistemas livianos (89 mm) 2.44 m | 1254.6 | 25,500 | 31,992,300 |
Cuadrilla de carpintería por hora | 127.449 | 38,130 | 4,859,569 |
Cuadrilla de carpintería por hora | 1274.949 | 38,130 | 48,613,193 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 7650 | 5,200 | 39,780,000 |
Transporte 1 tonelada x 1 kilómetro | 61.2 | 3,900 | 238,680 |
Valor Adicional: | 235,377,645 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Teja termoacustica x 1 m2, suministro e instalación | 990 | 197,948 | 195,968,803 |
Teja termoacústica 3 m x 0.78 m | 423.126 | 393,120 | 166,339,293 |
Tornillos autoperforantes diámetro # 8, paso rosca 18, longitud 1/2" zinc hexagono metal tecks | 206.217 | 93,400 | 19,260,668 |
Andamio Tubular estandar con tijeras alquiler por día | 49.5 | 37,300 | 1,846,350 |
Cuadrilla de instalaciones x 1 Hora | 24.75 | 26,955 | 667,132 |
Cuadrilla de instalaciones x 1 Hora | 247.5 | 26,955 | 6,671,320 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 198 | 5,200 | 1,029,600 |
Transporte 1 tonelada x 1 kilómetro | 39.6 | 3,900 | 154,440 |
Valor Adicional: | 195,968,803 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ascensor 8 personas | 0 | 99,900,000 | 0 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 3060 | 12,828 | 39,254,292 |
Intervinil 5 galones, vinilo tipo 2 | 30.6 | 230,000 | 7,038,000 |
Cuadrilla de pintura x 1 hora | 67.32 | 38,563 | 2,596,048 |
Cuadrilla de pintura x 1 hora | 673.2 | 38,563 | 25,960,484 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 612 | 5,200 | 3,182,400 |
Transporte 1 tonelada x 1 kilómetro | 122.4 | 3,900 | 477,360 |
Geomembrana Instalación x 1 m2 | 1080 | 13,477 | 14,555,607 |
Cuadrilla de albañileria x 1 Hora | 54 | 24,504 | 1,323,237 |
Cuadrilla de albañileria x 1 Hora | 540 | 24,504 | 13,232,370 |
Cepillera Attica | 27 | 28,850 | 778,950 |
Espejo de 2mm de espesor *1 m2 | 27 | 93,700 | 2,529,900 |
Argolla toalla attica | 27 | 36,250 | 978,750 |
Vidrio incoloro de 4 mm de espesor, suministro e instalación x 1 m2 | 270 | 141,747 | 38,271,595 |
Vidrio incoloro de 5 mm de espesor x 1 m2 | 270 | 130,000 | 35,100,000 |
Silicona transparente con fungicida 11 Onzas | 24.57 | 39,050 | 959,459 |
Cuadrilla de albañileria x 1 Hora | 67.5 | 24,504 | 1,654,046 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 99.225 | 5,200 | 515,970 |
Transporte 1 tonelada x 1 kilómetro | 10.8 | 3,900 | 42,120 |
Valor Adicional: | 96,369,094 |
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 | 90000000 | 1 | 90,000,000 |
Valor Adicional: | 90,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 90000000 | 1 | 90,000,000 |
Valor Adicional: | 90,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 52200000 | 1 | 52,200,000 |
Valor Adicional: | 52,200,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 8550000 | 1 | 8,550,000 |
Valor Adicional: | 8,550,000 |
| 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$556,000.54 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Presupuestar tu obra, precio por cada 1m2 de servicio de presupuesto para edificaciones | 1672 | 3,900 | 6,520,800 |
Salario mínimo mensual vigente, base | 5.016 | 1,300,000 | 6,520,800 |
Levantamiento topográfico hasta 1,000 m2 | 8 | 2,600,000 | 20,800,000 |
Salario mínimo mensual vigente, base | 16 | 1,300,000 | 20,800,000 |
Replanteo Arquitectónico X 1 m2 | 1672 | 10,038 | 16,782,944 |
Cuerda de Nylon 100 m x 0,50 mm | 83.6 | 50,900 | 4,255,240 |
Estaca de Madera Ø=0.05 L=0.60 m | 836 | 6,100 | 5,099,600 |
| 16.72 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 27.4208 | 24,504 | 671,930 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 275.7128 | 24,504 | 6,756,174 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de casa personalizada x 1 m2 | 1672 | 28,597 | 47,814,418 |
Salario diario vigente | 1103.52 | 43,329 | 47,814,418 |
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 | 1672 | 6,760 | 11,302,720 |
Diseño hidráulico de edificio x 1 m2 | 1672 | 3,380 | 5,651,360 |
Diseño sanitario de edificio x 1 m2, servicio | 1672 | 3,380 | 5,651,360 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 1672 | 16,000 | 26,752,000 |
Valor Adicional: | 186,373,226 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación manual en conglomerado x 1 m3 | 80 | 58,492 | 4,679,358 |
Cuadrilla de albañileria x 1 Hora | 17.36 | 24,504 | 425,396 |
Cuadrilla de albañileria x 1 Hora | 173.6 | 24,504 | 4,253,962 |
Volqueta de 6 m3 Alquiler por hora | 0 | 143,000 | 0 |
Valor Adicional: | 4,679,358 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 24 | 484,450 | 11,626,800 |
Punto agua fria PVC 1/2" | 144 | 44,047 | 6,342,697 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 28.8 | 20,300 | 584,640 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 7.2 | 30,700 | 221,040 |
Codo PVC 90° presión de 1/2" x 10 unidades | 14.4 | 45,000 | 648,000 |
Soldadura para PVC 1/4 de galón | 5.76 | 53,500 | 308,160 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 2.16 | 77,000 | 166,320 |
Instalación carpintería metálica x 1 m2 | 191.952 | 20,907 | 4,013,215 |
Instalación carpintería metálica x 1 m2 | 19.1952 | 20,907 | 401,322 |
Tubo 1" x 6 m RDE 13.5 | 120 | 63,000 | 7,560,000 |
Valor Adicional: | 25,529,497 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 24 | 1,077,612 | 25,862,684 |
Sanitario One Piece Galio Blanco | 24 | 974,000 | 23,376,000 |
Instalación de aparatos sanitarios x unidad | 24 | 103,612 | 2,486,684 |
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 |
Caja de inspección y distribución | 32 | 207,000 | 6,624,000 |
Tubería PVC sanitaria 4" | 80 | 156,100 | 12,488,000 |
Valor Adicional: | 53,172,133 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 8 | 23,113 | 184,902 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 1.6 | 94,000 | 150,400 |
Cuadrilla de albañileria x 1 Hora | 1.28 | 24,504 | 31,366 |
Cuadrilla de albañileria x 1 Hora | 0.128 | 24,504 | 3,137 |
Interruptor sencillo cuatro vías. Suministro e instalación | 264 | 23,313 | 6,154,572 |
Interruptor sencillo cuatro vías x 5 unidades | 52.8 | 95,000 | 5,016,000 |
Cuadrilla de albañileria x 1 Hora | 42.24 | 24,504 | 1,035,065 |
Cuadrilla de albañileria x 1 Hora | 4.224 | 24,504 | 103,507 |
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 |
Tablero trifásico con puerta de 24 circuitos | 8 | 321,000 | 2,568,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 32 | 395,000 | 12,640,000 |
Valor Adicional: | 84,953,874 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto para solado resistencia 140 kg/cm2 - 2000 psi x 1 m3 | 48 | 492,210 | 23,626,081 |
Agua para la obra 1 litro | 8592 | 36 | 312,749 |
Arena lavada de río 1 m3 | 36.288 | 95,019 | 3,448,049 |
Cemento 1 Kg | 15120 | 798 | 12,065,760 |
Triturado de 3/4" x 1 m3 | 36.288 | 150,500 | 5,461,344 |
Mezcladora 1 bulto, alquiler x hora | 48 | 7,150 | 343,200 |
Cuadrilla 7 (8 obreros) x jornal | 3.36 | 578,347 | 1,943,246 |
Oficial de construcción x hora | 3.36 | 15,397 | 51,732 |
Viga de amarre para cimentación en concreto de 3000 PSI x 1 m3 | 64 | 811,703 | 51,948,999 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 64 | 533,055 | 34,115,537 |
Listón 3 x 3 cm 2,7 metros madera dimensionada | 189.44 | 10,850 | 2,055,424 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 9.6 | 155,000 | 1,488,000 |
Repisa 2.8 m x 0,075 m x 0.037 m | 23.04 | 10,000 | 230,400 |
| 83.84 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 521.6 | 24,504 | 12,781,489 |
Cuadrilla de albañileria x 1 Hora | 52.16 | 24,504 | 1,278,149 |
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: | 173,908,320 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 1944 | 232,618 | 452,209,213 |
Sistema, Panel x 1 m2 x 0.04 m | 2041.2 | 56,500 | 115,327,800 |
Malla plana RG2 | 777.6 | 5,350 | 4,160,160 |
Malla RGU 80 | 972 | 6,500 | 6,318,000 |
Malla angular RG1 | 972 | 6,700 | 6,512,400 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 106.92 | 473,449 | 50,621,187 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 501.552 | 31,013 | 15,554,532 |
Cuadrilla de instalaciones x 1 Hora | 293.1552 | 26,955 | 7,901,948 |
Cuadrilla de instalaciones x 1 Hora | 2931.552 | 26,955 | 79,019,480 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 9720 | 5,200 | 50,544,000 |
Transporte 1 tonelada x 1 kilómetro | 77.76 | 3,900 | 303,264 |
Muro panel doble cara x 1 m2 | 194.4 | 232,618 | 45,220,921 |
Muro panel doble cara x 1 m2 | 194.4 | 232,618 | 45,220,921 |
Muro panel doble cara x 1 m2 | 97.2 | 232,618 | 22,610,461 |
Muro panel doble cara x 1 m2 | 12.4416 | 232,618 | 2,894,139 |
Valor Adicional: | 452,209,213 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cercha h=0.30m a=0.18m 3N6 celosía N4 c/0.30 m instalada x 1 m | 1600 | 90,690 | 145,103,865 |
Acero G-60 x 1 Kg | 15840 | 5,200 | 82,368,000 |
Pintuco Anticorrosivo rojo | 288 | 95,000 | 27,360,000 |
Soldadura eléctrica de 1/8" 32 barras x kilo | 192 | 34,650 | 6,652,800 |
Cuadrilla de albañileria x 1 Hora | 1065.6 | 24,504 | 26,111,877 |
Cuadrilla de albañileria x 1 Hora | 106.56 | 24,504 | 2,611,188 |
Teja termoacustica x 1 m2, suministro e instalación | 1824 | 197,948 | 361,057,673 |
Teja termoacústica 3 m x 0.78 m | 779.5776 | 393,120 | 306,467,546 |
Tornillos autoperforantes diámetro # 8, paso rosca 18, longitud 1/2" zinc hexagono metal tecks | 379.9392 | 93,400 | 35,486,321 |
Andamio Tubular estandar con tijeras alquiler por día | 91.2 | 37,300 | 3,401,760 |
Cuadrilla de instalaciones x 1 Hora | 45.6 | 26,955 | 1,229,140 |
Cuadrilla de instalaciones x 1 Hora | 456 | 26,955 | 12,291,402 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 364.8 | 5,200 | 1,896,960 |
Transporte 1 tonelada x 1 kilómetro | 72.96 | 3,900 | 284,544 |
Valor Adicional: | 506,161,538 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Guardaescoba en ceramica porcelanato x 1m | 688 | 23,946 | 16,474,911 |
Agua para la obra 1 litro | 1032 | 36 | 37,565 |
Arena lavada de río 1 m3 | 10.32 | 95,019 | 980,596 |
Pegacor max, 25 Kg, porcelanato | 17.2 | 85,500 | 1,470,600 |
Porcelanato sellado Beige x 1 m2 | 68.8 | 135,900 | 9,349,920 |
Cuadrilla de albañileria x 1 Hora | 172 | 24,504 | 4,214,755 |
Cuadrilla de albañileria x 1 Hora | 17.2 | 24,504 | 421,475 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 880 | 178,966 | 157,490,311 |
Agua para la obra 1 litro | 3080 | 36 | 112,112 |
Pegacor max, 25 Kg, porcelanato | 220 | 85,500 | 18,810,000 |
Porcelanato sellado Beige x 1 m2 | 880 | 135,900 | 119,592,000 |
Cuadrilla de albañileria x 1 Hora | 704 | 24,504 | 17,251,090 |
Cuadrilla de albañileria x 1 Hora | 70.4 | 24,504 | 1,725,109 |
Puerta en aluminio con vidrio templado de 6 mm a todo costo. Suministro e instalación x 1 m2 | 28.8 | 1,574,907 | 45,357,333 |
Puerta en aluminio con vidrio templado de 6 mm x 1m2 | 57.6 | 777,000 | 44,755,200 |
Instalación carpintería metálica x 1 m2 | 28.8 | 20,907 | 602,133 |
Ventana aluminio corrediza. Suministro e instalación x 1 m2 | 120 | 220,857 | 26,502,887 |
Ventana corrediza aluminio anodizado con vidrios x 1m2 | 120 | 199,950 | 23,994,000 |
Instalación carpintería metálica x 1 m2 | 120 | 20,907 | 2,508,887 |
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 |
División de baño corrediza | 24 | 550,000 | 13,200,000 |
Lavaplatos de sobreponer 2 m x 0.6m en acero inoxidable | 8 | 505,085 | 4,040,680 |
Puerta de triplex | 64 | 342,450 | 21,916,800 |
Valor Adicional: | 336,625,143 |
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 | 133600000 | 1 | 133,600,000 |
Valor Adicional: | 133,600,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 129600000 | 1 | 129,600,000 |
Valor Adicional: | 129,600,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 64800000 | 1 | 64,800,000 |
Valor Adicional: | 64,800,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Unidad Monetaria | 12431200 | 1 | 12,431,200 |
Valor Adicional: | 12,431,200 |
| USD$92.31 |
| USD$3.86 |
| USD$4,459.59 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Edificio nuevo con 10 plantas y 8165 m2 presupuesto de construcción | 0.00134712171 | 12,982,183,820 | 17,488,582 |
Terreno, predio, lote precio por 1m2 | 3.367804275 | 1,000,000 | 3,367,804 |
Levantamiento topográfico hasta 1,000 m2 | 0.00269424342 | 2,600,000 | 7,005 |
Replanteo Arquitectónico X 1 m2 | 10.99924876215 | 10,038 | 110,407 |
Diseño arquitectónico de edificios x 1 m2 | 10.99924876215 | 14,000 | 153,989 |
Estudio de suelos y geotecnia desde | 0.00538848684 | 4,147,000 | 22,346 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 10.99924876215 | 24,700 | 271,681 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 10.99924876215 | 6,760 | 74,355 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 10.99924876215 | 16,000 | 175,988 |
Excavación mecánica en conglomerado x 1 m3 | 9.89326183824 | 4,551 | 45,027 |
Piloteadora, alquiler por Hora | 0.1077697368 | 390,000 | 42,030 |
Acero G-60 x 1 Kg | 552.90455192214 | 5,200 | 2,875,104 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 2.87071636401 | 533,055 | 1,530,250 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 0.44859152943 | 854,441 | 383,295 |
Steel deck metaldeck grado 40 | 2.19984975243 | 451,000 | 992,132 |
Kit Mueble para baño + lavamanos | 0.1616546052 | 484,450 | 78,314 |
Punto agua fria PVC 1/2" | 0.9699276312 | 44,047 | 42,722 |
Tubo 1" x 6 m RDE 13.5 | 0.808273026 | 63,000 | 50,921 |
Sanitario suministro e instalación | 0.1616546052 | 1,077,612 | 174,201 |
Punto desagüe sanitario pvc 4" | 0.808273026 | 68,312 | 55,215 |
Caja de inspección y distribución | 0.2155394736 | 207,000 | 44,617 |
Tubería PVC sanitaria 4" | 0.538848684 | 156,100 | 84,114 |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 0.0538848684 | 23,113 | 1,245 |
Interruptor sencillo cuatro vías. Suministro e instalación | 1.7782006572 | 23,313 | 41,455 |
Panel de 80W para sistema de energía solar | 0.2155394736 | 920,900 | 198,490 |
Inversor de voltaje 300W | 0.0538848684 | 297,050 | 16,007 |
Caja de control sistema de energía solar | 0.0538848684 | 1,018,750 | 54,895 |
Batería estacionaria 90 Amperios para sistema energía solar | 0.2155394736 | 731,600 | 157,689 |
Tablero trifásico con puerta de 24 circuitos | 0.0538848684 | 321,000 | 17,297 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 0.2155394736 | 395,000 | 85,138 |
Muro drywall doble cara x 1 m2 | 6.9780904578 | 153,842 | 1,073,521 |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 7.005032892 | 178,966 | 1,253,665 |
Ascensor 8 personas | 0.00269424342 | 99,900,000 | 269,155 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 13.605929271 | 12,828 | 174,540 |
Geomembrana Instalación x 1 m2 | 4.04136513 | 13,477 | 54,467 |
Cepillera Attica | 0.134712171 | 28,850 | 3,886 |
Espejo de 2mm de espesor *1 m2 | 0.269424342 | 93,700 | 25,245 |
Argolla toalla attica | 0.134712171 | 36,250 | 4,883 |
Vidrio incoloro de 4 mm de espesor, suministro e instalación x 1 m2 | 17.0410896315 | 141,747 | 2,415,517 |
Aguacate, Suministro y siembra de 1 (una) plántula | 0.0134712171 | 140,813 | 1,897 |
Administración | 423190.20246624 | 1 | 423,190 |
Imprevistos | 211692.09399624 | 1 | 211,692 |
Utilidad | 423190.20246624 | 1 | 423,190 |
Valor Adicional: | 17,488,582 |
| 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$33,104,568.74 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Terreno, predio, lote precio por 1m2 | 25000 | 1,000,000 | 25,000,000,000 |
Valor Adicional: | 25,000,000,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Levantamiento topográfico hasta 1,000 m2 | 20 | 2,600,000 | 52,000,000 |
Salario mínimo mensual vigente, base | 40 | 1,300,000 | 52,000,000 |
Replanteo Arquitectónico X 1 m2 | 81650 | 10,038 | 819,573,771 |
Cuerda de Nylon 100 m x 0,50 mm | 4082.5 | 50,900 | 207,799,250 |
Estaca de Madera Ø=0.05 L=0.60 m | 40825 | 6,100 | 249,032,500 |
| 816.5 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 1339.06 | 24,504 | 32,812,847 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 13464.085 | 24,504 | 329,929,176 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Diseño arquitectónico de edificios x 1 m2 | 81650 | 14,000 | 1,143,100,000 |
Estudio de suelos y geotecnia desde | 40 | 4,147,000 | 165,880,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 120 | 650,000 | 78,000,000 |
Ensayo SPT | 40 | 247,000 | 9,880,000 |
Informe Geotécnico y recomendaciones de construcción | 40 | 1,950,000 | 78,000,000 |
Diseño estructural y memoria de cálculo para un edificio, precio x 1 m2 | 81650 | 24,700 | 2,016,755,000 |
Salario mínimo mensual vigente, base | 1551.35 | 1,300,000 | 2,016,755,000 |
Diseño hidráulico, sanitario y de aguas lluvias de edificio x 1 m2, Memorias de cálculo hidrosanitario, servicio | 81650 | 6,760 | 551,954,000 |
Diseño hidráulico de edificio x 1 m2 | 81650 | 3,380 | 275,977,000 |
Diseño sanitario de edificio x 1 m2, servicio | 81650 | 3,380 | 275,977,000 |
Diseño eléctrico y memorias de cálculo para casa o edificio por metro cuadrado | 81650 | 16,000 | 1,306,400,000 |
Valor Adicional: | 6,055,662,771 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Excavación mecánica en conglomerado x 1 m3 | 73440 | 4,551 | 334,243,800 |
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 | 1836 | 182,050 | 334,243,800 |
Piloteadora, alquiler por Hora | 800 | 390,000 | 312,000,000 |
Salario mínimo mensual vigente, base | 240 | 1,300,000 | 312,000,000 |
Valor Adicional: | 646,243,800 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 4104340 | 5,200 | 21,342,568,000 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 21310 | 533,055 | 11,359,407,616 |
Arena lavada de río 1 m3 | 12530.28 | 95,019 | 1,190,614,675 |
Cemento 1 Kg | 7831425 | 798 | 6,249,477,150 |
Triturado de 3/4" x 1 m3 | 18795.42 | 150,500 | 2,828,710,766 |
Agua para la obra 1 litro | 4251345 | 36 | 154,748,958 |
Mezcladora 1 bulto, alquiler x hora | 10228.8 | 7,150 | 73,135,920 |
Cuadrilla 7 (8 obreros) x jornal | 1491.7 | 578,347 | 862,720,147 |
Zapata en concreto para cimentación de resistencia 3000 psi o 20.7 Mpa x 1 m3 | 3330 | 854,441 | 2,845,287,572 |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 3330 | 533,055 | 1,775,074,020 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 33.3 | 155,000 | 5,161,500 |
Durmiente ordinario 0,04x0.04x3,00 m. | 3330 | 30,000 | 99,900,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 3330 | 32,500 | 108,225,000 |
Vara clavo 3m | 566.1 | 20,100 | 11,378,610 |
Cuadrilla de albañileria x 1 Hora | 29970 | 24,504 | 734,396,538 |
Cuadrilla de albañileria x 1 Hora | 2997 | 24,504 | 73,439,654 |
Vibrador eléctrico de aguja para concreto x hora | 4995 | 7,550 | 37,712,250 |
Steel deck metaldeck grado 40 | 16330 | 451,000 | 7,364,830,000 |
Valor Adicional: | 42,912,093,188 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Kit Mueble para baño + lavamanos | 1200 | 484,450 | 581,340,000 |
Punto agua fria PVC 1/2" | 7200 | 44,047 | 317,134,828 |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 1440 | 20,300 | 29,232,000 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 360 | 30,700 | 11,052,000 |
Codo PVC 90° presión de 1/2" x 10 unidades | 720 | 45,000 | 32,400,000 |
Soldadura para PVC 1/4 de galón | 288 | 53,500 | 15,408,000 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 108 | 77,000 | 8,316,000 |
Instalación carpintería metálica x 1 m2 | 9597.6 | 20,907 | 200,660,753 |
Instalación carpintería metálica x 1 m2 | 959.76 | 20,907 | 20,066,075 |
Tubo 1" x 6 m RDE 13.5 | 6000 | 63,000 | 378,000,000 |
Valor Adicional: | 1,276,474,828 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sanitario suministro e instalación | 1200 | 1,077,612 | 1,293,134,207 |
Sanitario One Piece Galio Blanco | 1200 | 974,000 | 1,168,800,000 |
Instalación de aparatos sanitarios x unidad | 1200 | 103,612 | 124,334,207 |
Punto desagüe sanitario pvc 4" | 6000 | 68,312 | 409,872,438 |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 1020 | 78,000 | 79,560,000 |
Cuadrilla de albañileria x 1 Hora | 12000 | 24,504 | 294,052,668 |
Limpiador para PVC 1/4 de galón | 225.6 | 99,000 | 22,334,400 |
Soldadura para PVC DE 1/4 de Galón | 187.8 | 74,150 | 13,925,370 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Caja de inspección y distribución | 1600 | 207,000 | 331,200,000 |
Tubería PVC sanitaria 4" | 4000 | 156,100 | 624,400,000 |
Valor Adicional: | 2,658,606,645 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Tomacorriente Doble P/Tierra Con Tapa. Suministro e instalación | 400 | 23,113 | 9,245,109 |
Tomacorriente Doble P/Tierra Con Tapa. x 5 Unidades | 80 | 94,000 | 7,520,000 |
Cuadrilla de albañileria x 1 Hora | 64 | 24,504 | 1,568,281 |
Cuadrilla de albañileria x 1 Hora | 6.4 | 24,504 | 156,828 |
Interruptor sencillo cuatro vías. Suministro e instalación | 13200 | 23,313 | 307,728,597 |
Interruptor sencillo cuatro vías x 5 unidades | 2640 | 95,000 | 250,800,000 |
Cuadrilla de albañileria x 1 Hora | 2112 | 24,504 | 51,753,270 |
Cuadrilla de albañileria x 1 Hora | 211.2 | 24,504 | 5,175,327 |
Panel de 80W para sistema de energía solar | 1600 | 920,900 | 1,473,440,000 |
Inversor de voltaje 300W | 400 | 297,050 | 118,820,000 |
Caja de control sistema de energía solar | 400 | 1,018,750 | 407,500,000 |
Batería estacionaria 90 Amperios para sistema energía solar | 1600 | 731,600 | 1,170,560,000 |
Tablero trifásico con puerta de 24 circuitos | 400 | 321,000 | 128,400,000 |
Alambre de cobre aislado THHN No.10, Rollo de 100 m | 1600 | 395,000 | 632,000,000 |
Valor Adicional: | 4,247,693,706 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro drywall doble cara x 1 m2 | 51800 | 153,842 | 7,968,994,776 |
Lámina Drywall Superboard 8mm x 2440mm x 1220mm | 38575.46 | 83,900 | 3,236,481,094 |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 259 | 135,750 | 35,159,250 |
Tornillos autoroscantes de 6 X 1" para dry wall punta broca | 13986 | 32,100 | 448,950,600 |
Perfil canal estructural para lámina fibrocemento en sistemas livianos (89 mm) 2.44 m | 42476 | 25,500 | 1,083,138,000 |
Cuadrilla de carpintería por hora | 4314.94 | 38,130 | 164,526,591 |
Cuadrilla de carpintería por hora | 43164.94 | 38,130 | 1,645,858,443 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 259000 | 5,200 | 1,346,800,000 |
Transporte 1 tonelada x 1 kilómetro | 2072 | 3,900 | 8,080,800 |
Valor Adicional: | 7,968,994,776 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Porcelanato sellado Beige suministro e instalación x 1 m2 | 52000 | 178,966 | 9,306,245,640 |
Agua para la obra 1 litro | 182000 | 36 | 6,624,800 |
Pegacor max, 25 Kg, porcelanato | 13000 | 85,500 | 1,111,500,000 |
Porcelanato sellado Beige x 1 m2 | 52000 | 135,900 | 7,066,800,000 |
Cuadrilla de albañileria x 1 Hora | 41600 | 24,504 | 1,019,382,582 |
Cuadrilla de albañileria x 1 Hora | 4160 | 24,504 | 101,938,258 |
Ascensor 8 personas | 20 | 99,900,000 | 1,998,000,000 |
Pintura interior vinilo sobre estuco 3 manos x 1 m2 | 101000 | 12,828 | 1,295,648,200 |
Intervinil 5 galones, vinilo tipo 2 | 1010 | 230,000 | 232,300,000 |
Cuadrilla de pintura x 1 hora | 2222 | 38,563 | 85,686,564 |
Cuadrilla de pintura x 1 hora | 22220 | 38,563 | 856,865,638 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 20200 | 5,200 | 105,040,000 |
Transporte 1 tonelada x 1 kilómetro | 4040 | 3,900 | 15,756,000 |
Geomembrana Instalación x 1 m2 | 30000 | 13,477 | 404,322,420 |
Cuadrilla de albañileria x 1 Hora | 1500 | 24,504 | 36,756,584 |
Cuadrilla de albañileria x 1 Hora | 15000 | 24,504 | 367,565,835 |
Cepillera Attica | 1000 | 28,850 | 28,850,000 |
Espejo de 2mm de espesor *1 m2 | 2000 | 93,700 | 187,400,000 |
Argolla toalla attica | 1000 | 36,250 | 36,250,000 |
Vidrio incoloro de 4 mm de espesor, suministro e instalación x 1 m2 | 126500 | 141,747 | 17,930,950,883 |
Vidrio incoloro de 5 mm de espesor x 1 m2 | 126500 | 130,000 | 16,445,000,000 |
Silicona transparente con fungicida 11 Onzas | 11511.5 | 39,050 | 449,524,075 |
Cuadrilla de albañileria x 1 Hora | 31625 | 24,504 | 774,951,302 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 46488.75 | 5,200 | 241,741,500 |
Transporte 1 tonelada x 1 kilómetro | 5060 | 3,900 | 19,734,000 |
Valor Adicional: | 31,187,667,143 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Aguacate, Suministro y siembra de 1 (una) plántula | 100 | 140,813 | 14,081,341 |
Cascarilla de arroz x bulto 45 Kg | 25 | 155,000 | 3,875,000 |
Fertilizante Orgánico - Mineral para Agro 50 Kg Abundagro | 7.5 | 91,000 | 682,500 |
Plántula aguacate | 100 | 33,250 | 3,325,000 |
Tierra negra abonada x 1 m3 | 20 | 235,000 | 4,700,000 |
Pala redonda No. 4 mango plástico | 0.5 | 63,000 | 31,500 |
Cuadrilla de instalaciones x 1 Hora | 50 | 26,955 | 1,347,741 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 20 | 5,200 | 104,000 |
Transporte 1 tonelada x 1 kilómetro | 4 | 3,900 | 15,600 |
Valor Adicional: | 14,081,341 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 3141440000 | 1 | 3,141,440,000 |
Valor Adicional: | 3,141,440,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 1571440000 | 1 | 1,571,440,000 |
Valor Adicional: | 1,571,440,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 3141440000 | 1 | 3,141,440,000 |
Valor Adicional: | 3,141,440,000 |
| USD$13.59 |
| USD$28.76 |
| 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$38.79 |
| 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$74.66 |
| USD$10.84 |
| USD$9.05 |
| USD$23.97 |
| USD$3,876.00 |
| USD$72.60 |
| USD$1,147.50 |
| 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$450.84 |
| 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$16.58 |
| 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$75.66 |
| 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$730.58 |
| 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$16.83 |
| USD$548.15 |
| USD$53.70 |
| USD$124.77 |
| USD$196.35 |
| USD$20.40 |
| USD$53.96 |
| 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$33.15 |
| USD$14.10 |
| 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$84.51 |
| 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$67.78 |
| 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$345.78 |
| 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$40.65 |
| 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$23.72 |
| USD$948,600.00 |
| USD$16.07 |
| USD$27.92 |
| USD$182.48 |
| USD$24.52 |
| USD$4,554.30 |
| USD$3,346.88 |
| USD$31.67 |
| USD$1,071.00 |
| USD$12.09 |
| USD$428.40 |
| USD$205.79 |
| USD$111.08 |
| USD$170.98 |
| 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$280.50 |
| 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$33.66 |
| 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$53,040.00 |
| USD$3,267.32 |
| USD$51.00 |
| USD$122.40 |
| USD$249.31 |
| 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$1,185.75 |
| USD$8.31 |
| USD$15.58 |
| USD$45.57 |
| USD$253.47 |
| USD$135.86 |
| USD$1,449.68 |
| USD$239.45 |
| USD$11.60 |
| USD$803.25 |
| USD$8.38 |
| USD$15.33 |
| USD$339.66 |
| 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$195.84 |
| 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$481.49 |
| 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$141.53 |
| 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$296.59 |
| USD$70.00 |
| USD$45.31 |
| USD$1,683.00 |
| USD$146.17 |
| USD$152.90 |
| USD$193.80 |
| USD$42.84 |
| USD$104.45 |
| USD$6.02 |
| USD$226.44 |
| USD$1,162.77 |
| USD$1,989.00 |
| USD$22.95 |
| USD$10,250.43 |
| USD$33.28 |
| 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$59.67 |
| 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$290.70 |
| 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$396.27 |
| 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$956.25 |
| USD$1,364.25 |
| USD$7.99 |
| USD$3.83 |
| USD$150.96 |
| USD$2,140.73 |
| USD$26.32 |
| USD$227.46 |
| USD$38.25 |
| 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$26.01 |
| 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$663.00 |
| 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$97,920.00 |
| 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$88.54 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.8 | 5,200 | 4,160 |
Salario mínimo mensual vigente, base | 0.0032 | 1,300,000 | 4,160 |
Transporte 1 tonelada x 1 kilómetro | 0.16 | 3,900 | 624 |
Salario mínimo mensual vigente, base | 0.00048 | 1,300,000 | 624 |
Valor Adicional: | 4,784 |
| 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$33.61 |
| USD$265.20 |
| USD$16.04 |
| USD$59.67 |
| USD$127.76 |
| USD$38.25 |
| USD$12.75 |
| USD$19.13 |
| USD$945.62 |
| USD$51.48 |
| USD$12.65 |
| USD$61.20 |
| USD$17.94 |
| USD$60.44 |
| USD$13.90 |
| USD$16.58 |
| USD$44.37 |
| USD$31.40 |
| USD$65.41 |
| USD$40.39 |
| 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$235.62 |
| 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$401,592.54 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 70000 | 12,913 | 903,910,000 |
Soldador mano de obra x hora | 17500 | 16,640 | 291,200,000 |
Salario mínimo mensual vigente, base | 224 | 1,300,000 | 291,200,000 |
Valor Adicional: | 1,195,110,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 30 | 533,055 | 15,991,658 |
Arena lavada de río 1 m3 | 17.64 | 95,019 | 1,676,135 |
Cemento 1 Kg | 11025 | 798 | 8,797,950 |
Triturado de 3/4" x 1 m3 | 26.46 | 150,500 | 3,982,230 |
Agua para la obra 1 litro | 5985 | 36 | 217,854 |
Mezcladora 1 bulto, alquiler x hora | 14.4 | 7,150 | 102,960 |
Cuadrilla 7 (8 obreros) x jornal | 2.1 | 578,347 | 1,214,529 |
Acero G-60 x 1 Kg | 26000 | 5,200 | 135,200,000 |
Valor Adicional: | 151,191,658 |
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$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$320.15 |
| 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$1,115,527.00 |
| 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$406.85 |
| USD$49.47 |
| USD$263.62 |
| USD$8.86 |
| USD$16.83 |
| USD$504.90 |
| 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$70.38 |
| 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$16.83 |
| USD$18.84 |
| USD$1,233.08 |
| USD$34.83 |
| USD$11.55 |
| USD$31.67 |
| USD$7.34 |
| USD$1,914.95 |
| USD$770.10 |
| 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$6,273.00 |
| 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$458.24 |
| 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$149.33 |
| USD$6.62 |
| USD$11.22 |
| USD$36.75 |
| USD$0.00 |
| USD$1,293.47 |
| USD$3.83 |
| USD$146.06 |
| 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$53.04 |
| 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$149.33 |
| 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$178.50 |
| 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$822.38 |
| 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$10.20 |
| 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$14.71 |
| USD$245.67 |
| USD$96.01 |
| USD$7.57 |
| USD$724.71 |
| USD$8.16 |
| USD$32.49 |
| USD$1,458.60 |
| USD$39.40 |
| USD$198.90 |
| USD$30.60 |
| USD$34.30 |
| USD$46.05 |
| USD$31.31 |
| USD$11.21 |
| USD$361.59 |
| USD$21.14 |
| USD$13.64 |
| USD$99.45 |
| 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$179.19 |
| USD$30.71 |
| 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$182.07 |
| USD$6.38 |
| USD$30.71 |
| USD$8.49 |
| USD$33,150.00 |
| USD$33.35 |
| 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$79.30 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Oficial de construcción x hora | 6 | 15,397 | 92,379 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0426 | 2,168,530 | 92,379 |
Ayudante de construcción x 1 hora | 24 | 9,108 | 218,588 |
Salario mínimo mensual vigente, incluyendo complementos | 0.1008 | 2,168,530 | 218,588 |
Valor Adicional: | 310,967 |
| USD$122.12 |
| USD$9,613.96 |
| USD$15.26 |
| USD$35.19 |
| USD$994.50 |
| USD$9.61 |
| USD$16.09 |
| USD$25,474.50 |
| USD$161.72 |
| USD$11.14 |
| USD$7.20 |
| USD$36.31 |
| USD$19,467.72 |
| USD$26.93 |
| USD$19.07 |
| USD$969.00 |
| USD$405.45 |
| USD$9,613.96 |
| USD$82.39 |
| USD$23.03 |
| USD$59.85 |
| USD$8.67 |
| USD$33.47 |
| USD$62.35 |
| USD$89.61 |
| USD$65.52 |
| USD$355.78 |
| USD$64.77 |
| USD$33.15 |
| USD$157.88 |
| USD$337.75 |
| USD$25.39 |
| USD$83.00 |
| USD$25.86 |
| USD$68.85 |
| USD$4,323.33 |
| USD$20.07 |
| USD$19.23 |
| USD$66.30 |
| USD$39.78 |
| USD$12.50 |
| USD$151.61 |
| USD$1,197.99 |
| 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$79.56 |
| 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$1,875.97 |
| USD$2,572.44 |
| USD$18.23 |
| USD$46.64 |
| USD$24.28 |
| USD$36.82 |
| USD$742.05 |
| 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$63.75 |
| 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$546.67 |
| 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$72.11 |
| USD$10.35 |
| USD$33.15 |
| USD$21.92 |
| USD$1.28 |
| USD$15.02 |
| USD$48.45 |
| USD$66.30 |
| USD$74.40 |
| 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$1,825.39 |
| 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$22.49 |
| USD$39.27 |
| USD$28.43 |
| USD$46.84 |
| USD$127.50 |
| USD$14.28 |
| USD$438.60 |
| 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$79.56 |
| USD$14.89 |
| USD$43.99 |
| USD$33.88 |
| USD$194.39 |
| USD$79.82 |
| USD$1,432.39 |
| USD$15.68 |
| USD$18.78 |
| USD$92.62 |
| USD$25.32 |
| USD$24.74 |
| USD$3.93 |
| USD$29.84 |
| USD$318.24 |
| USD$139.46 |
| 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$22.49 |
| USD$38.61 |
| USD$135.94 |
| USD$92.82 |
| USD$61.66 |
| USD$6.01 |
| USD$16.58 |
| USD$86.14 |
| 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$42.28 |
| USD$43.10 |
| USD$1,080.69 |
| USD$15.80 |
| USD$40.29 |
| USD$1,785.00 |
| USD$177.68 |
| USD$10.99 |
| 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$1,007.25 |
| 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$19.97 |
| USD$132.60 |
| USD$25.05 |
| USD$127.65 |
| USD$152.49 |
| USD$126.40 |
| USD$11.40 |
| 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$2.75 |
| 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$10.63 |
| 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$33.15 |
| 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$7,837.78 |
| 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$120.16 |
| USD$103.02 |
| USD$33.15 |
| USD$69.11 |
| USD$24.21 |
| USD$7.99 |
| USD$14.99 |
| 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$10,483.18 |
| 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$20.15 |
| 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$35.00 |
| 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$1,393.29 |
| 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$17.03 |
| 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$1,120.73 |
| USD$100.25 |
| USD$10.02 |
| USD$49.73 |
| USD$4.08 |
| USD$207.06 |
| USD$10.89 |
| USD$1,853.37 |
| 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$656.37 |
| 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$24.90 |
| 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$629.85 |
| USD$118.18 |
| USD$49.73 |
| USD$1,080.69 |
| 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$477.79 |
| 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$51.05 |
| USD$63.85 |
| USD$15.94 |
| USD$25.09 |
| USD$2,621.08 |
| USD$65.05 |
| USD$21.55 |
| USD$20.34 |
| USD$13.13 |
| USD$10.06 |
| USD$5,097.45 |
| USD$742.86 |
| USD$1,213.07 |
| USD$26.85 |
| USD$35.80 |
| USD$47.66 |
| USD$448.34 |
| USD$36.52 |
| USD$35.10 |
| USD$12.88 |
| USD$31.42 |
| USD$13.64 |
| USD$12.09 |
| USD$23.21 |
| USD$23.77 |
| USD$714.00 |
| USD$18.13 |
| USD$16.93 |
| 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$59.59 |
| USD$25.50 |
| USD$11.90 |
| USD$698.70 |
| USD$60.77 |
| USD$20.83 |
| USD$10.68 |
| USD$91.77 |
| USD$18.18 |
| USD$16.80 |
| USD$12.65 |
| USD$1,940.13 |
| USD$24.99 |
| USD$27.85 |
| USD$12.95 |
| 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$57.02 |
| USD$52.89 |
| USD$197.85 |
| USD$4,820.68 |
| USD$8.44 |
| USD$12.72 |
| USD$18.31 |
| USD$14.48 |
| USD$7.88 |
| USD$1,133.00 |
| USD$48.44 |
| USD$15.82 |
| USD$17.37 |
| 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$20.71 |
| 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$158.30 |
| 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$240.47 |
| USD$901.18 |
| USD$7.47 |
| USD$311.28 |
| USD$50.86 |
| USD$27.87 |
| USD$85.68 |
| USD$8.68 |
| USD$38.33 |
| USD$7.54 |
| USD$94.48 |
| USD$17.67 |
| USD$15.76 |
| USD$1,358.16 |
| USD$10.31 |
| USD$7.14 |
| USD$26.52 |
| USD$6.49 |
| USD$1,160.15 |
| USD$132.09 |
| USD$10.77 |
| USD$73.63 |
| USD$22.70 |
| USD$94.61 |
| USD$77.86 |
| USD$31.93 |
| USD$41.71 |
| USD$23.38 |
| USD$87.32 |
| USD$10.56 |
| USD$1.10 |
| USD$95.63 |
| USD$11.04 |
| USD$3.29 |
| USD$6.69 |
| USD$38.94 |
| USD$9.04 |
| USD$75.12 |
| USD$3,529.84 |
| USD$11.51 |
| USD$8.02 |
| USD$75.23 |
| USD$7.25 |
| USD$724.01 |
| USD$113.99 |
| USD$0.00 |
| USD$198.65 |
| USD$31.93 |
| USD$12.53 |
| USD$8.93 |
| USD$675.75 |
| USD$39.88 |
| USD$36.98 |
| USD$0.00 |
| USD$7.33 |
| USD$8.81 |
| USD$1,588.14 |
| USD$34.17 |
| USD$10.15 |
| USD$89.29 |
| USD$23.21 |
| USD$49,470.00 |
| USD$7.20 |
| USD$0.00 |
| USD$7.28 |
| USD$38.45 |
| USD$0.00 |
| USD$19.37 |
| USD$18.11 |
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