| $35,900 |
| $30,000 |
| $37,950 |
| $29,450 |
| $67,700 |
| $51,750 |
| $20,400 |
| $85,900 |
| $25,350 |
| $57,950 |
| $650,000 |
| $23,113 |
| $33,400 |
| $27,650 |
| $32,000 |
| $23,313 |
| $190,038 |
| $25,600 |
| $3,800,000 |
| $36,500 |
| $95,000 |
| $36,450 |
| $25,350 |
| $22,600 |
| $50,000 |
| $26,500 |
| $25,000 |
| $176,200 |
| $91,450 |
| $195,000 |
| $30,700 |
| $22,000 |
| $20,280 |
| $86,658 |
| $49,050 |
| $83,750 |
| $25,200 |
| $95,550 |
| $43,400 |
| $86,658 |
| $86,658 |
| $293,000 |
| $4,680,000 |
| $102,100 |
| $78,000 |
| $23,500 |
| $42,250 |
| $195,000 |
| $3,653,501 |
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 |
| $390,000 |
| $86,658 |
| $75,000 |
| $681,500 |
| $132,000 |
| $86,658 |
| $44,047 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 0.2 | 20,300 | 4,060 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 0.05 | 30,700 | 1,535 |
Codo PVC 90° presión de 1/2" x 10 unidades | 0.1 | 45,000 | 4,500 |
Soldadura para PVC 1/4 de galón | 0.04 | 53,500 | 2,140 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 0.015 | 77,000 | 1,155 |
Valor Adicional: | 13,390 |
| $86,658 |
| $2,700,000 |
| $10,192,000 |
| $73,650 |
| $97,500 |
| $208,000 |
| $39,250 |
| $58,730 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Canaleta 60 mm x 40 mm y 2 m de longitud | 0.5 | 42,500 | 21,250 |
Anclaje, chazo plástico 1/4" x 1 1/4" con tornillo, 1000 unidades | 0.0003 | 145,950 | 44 |
Cuadrilla de cableado estructurado x 1 hora | 0.54 | 43,329 | 23,398 |
Salario diario vigente | 0.54 | 43,329 | 23,398 |
Cuadrilla de cableado estructurado x 1 hora | 0.054 | 43,329 | 2,340 |
Salario diario vigente | 0.054 | 43,329 | 2,340 |
Cuadrilla de cableado estructurado x 1 hora | 0.27 | 43,329 | 11,699 |
Salario diario vigente | 0.27 | 43,329 | 11,699 |
Valor Adicional: | 58,730 |
| $86,658 |
| $86,658 |
| $139,800 |
| $45,250 |
| $168,900 |
| $239,200 |
| $42,500 |
| $121,250 |
| $86,658 |
| $230,500 |
| $48,500 |
| $28,600 |
| $75,000 |
| $140,600 |
| $292,000 |
| $1,346,500 |
| $20,900 |
| $116,600 |
| $32,900 |
| $249,300 |
| $70,000 |
| $25,500 |
| $440,000 |
| $86,658 |
| $163,800 |
| $76,650 |
| $78,700 |
| $63,100 |
| $260,000 |
| $86,658 |
| $90,700 |
| $82,850 |
| $10,400,000 |
| $618,343,801 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 1 | 1,112,456 | 1,112,456 |
Hora de ingeniero | 30 | 37,082 | 1,112,456 |
Puente, diseño estructural x 1 m2 | 122 | 246,975 | 30,130,987 |
Salario diario vigente | 695.4 | 43,329 | 30,130,987 |
Valor Adicional: | 31,243,442 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 35000 | 8,050 | 281,750,000 |
Soldador mano de obra x hora | 8750 | 16,640 | 145,600,000 |
Salario mínimo mensual vigente, base | 112 | 1,300,000 | 145,600,000 |
Valor Adicional: | 427,350,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 15 | 533,055 | 7,995,829 |
Arena lavada de río 1 m3 | 8.82 | 95,019 | 838,068 |
Cemento 1 Kg | 5512.5 | 798 | 4,398,975 |
Triturado de 3/4" x 1 m3 | 13.23 | 150,500 | 1,991,115 |
Agua para la obra 1 litro | 2992.5 | 36 | 108,927 |
Mezcladora 1 bulto, alquiler x hora | 7.2 | 7,150 | 51,480 |
Cuadrilla 7 (8 obreros) x jornal | 1.05 | 578,347 | 607,264 |
Acero G-60 x 1 Kg | 13000 | 5,200 | 67,600,000 |
Valor Adicional: | 75,595,829 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 200 | 10,038 | 2,007,529 |
Cuerda de Nylon 100 m x 0,50 mm | 10 | 50,900 | 509,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 100 | 6,100 | 610,000 |
| 2 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 3.28 | 24,504 | 80,374 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 32.98 | 24,504 | 808,155 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 1 | 4,147,000 | 4,147,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 3 | 650,000 | 1,950,000 |
Ensayo SPT | 1 | 247,000 | 247,000 |
Informe Geotécnico y recomendaciones de construcción | 1 | 1,950,000 | 1,950,000 |
Valor Adicional: | 6,154,529 |
| $97,500 |
| $45,500 |
| $143,300 |
| $55,500 |
| $397,750 |
| $100,000 |
| $57,750 |
| $0 |
| $664,500 |
| $55,000 |
| $85,000 |
| $32,050 |
| $476,619 |
| $74,000 |
| $156,000 |
| $67,950 |
| $39,850 |
| $50,700 |
| $143,300 |
| $107,700 |
| $26,350 |
| $28,250 |
| $29,850 |
| $47,250 |
| $25,500 |
| $208,000 |
| $20,500 |
| $46,000 |
| $111,800 |
| $35,700 |
| $120,000 |
| $36,000 |
| $81,900 |
| $62,050 |
| $31,000 |
| $149,900 |
| $36,500 |
| $174,200 |
| $98,700 |
| $6,845 |
| $935,000 |
| $22,347 |
| $79,900 |
| $1,427,500 |
| $5,000 |
| $125,500 |
| $90,000 |
| $2,422,700 |
| $35,200 |
| $208,000 |
| $50,600 |
| $166,100 |
| $50,600 |
| $260,000 |
| $36,650 |
| $54,400 |
| $355,000 |
| $445,300 |
| $380,000 |
| $76,750 |
| $90,300 |
| $21,550 |
| $2,380,250 |
| $28,350 |
| $21,000 |
| $89,900 |
| $550,000 |
| $62,050 |
| $33,300 |
| $96,500 |
| $2,535,000 |
| $140,850 |
| $20,850 |
| $87,000 |
| $1,550,000 |
| $124,020 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 23.85 | 5,200 | 124,020 |
Valor Adicional: | 124,020 |
| $207,350 |
| $33,400 |
| $58,000 |
| $78,000 |
| $104,000 |
| $87,000 |
| $208,000 |
| $2,999,950 |
| $229,900 |
| $266,000 |
| $128,100 |
| $114,000 |
| $2,990,000 |
| $121,400 |
| $234,550 |
| $26,700 |
| $234,000 |
| $246,100 |
| $43,600 |
| $104,000 |
| $37,700 |
| $374,500 |
| $115,200 |
| $89,500 |
| $127,900 |
| $28,890 |
| $240,000 |
| $54,600 |
Los productos marcados con *** no estan disponibles en cantidad que quiere.
De todas formas, puede comprar los que hay disponibles y el resto se lo enviamos mas tarde o esperar a que el stock este nuevamente disponible.