| $82,800 |
| $134,550 |
| $97,500 |
| $119,600 |
| $2,422,700 |
| $2,380,250 |
| $54,150 |
| $157,000 |
| $5,200 |
| $361,400 |
| $96,550 |
| $63,200 |
| $571,700 |
| $32,550 |
| $2,990,000 |
| $42,600 |
| $104,000 |
| $34,500 |
| $29,550 |
| $299,900 |
| $252,450 |
| $38,400 |
| $130,000 |
| $32,550 |
| $73,800 |
| $371,050 |
| $699,000 |
| $43,700 |
| $35,800 |
| $51,250 |
| $40,900 |
| $37,150 |
| $190,250 |
| $40,150 |
| $184,900 |
| $49,050 |
| $172,750 |
| $90,700 |
| $190,038 |
| $31,500 |
| $248,900 |
| $47,400 |
| $42,500 |
| $55,000 |
| $145,500 |
| $64,800 |
| $41,700 |
| $73,650 |
| $61,950 |
| $48,500 |
| $292,000 |
| $132,000 |
| $2,137,650 |
| $116,600 |
| $650,000 |
| $42,250 |
| $58,550 |
| $208,000 |
| $76,650 |
| $664,500 |
| $46,300 |
| $41,700 |
| $1,946,800 |
| $83,200 |
| $1,070,000 |
| $693,650 |
| $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 |
| $47,400 |
| $543,900 |
| $49,100 |
| $210,000 |
| $260,000 |
| $39,300 |
| $91,000 |
| $43,150 |
| $690,800 |
| $672,000 |
| $1,550,000 |
| $165,750 |
| $210,800 |
| $1,800 |
| $87,000 |
| $51,500 |
| $294,970 |
| $167,000 |
| $319,100 |
| $23,450 |
| $97,500 |
| $34,750 |
| $33,750 |
| $106,500 |
| $1,690,000 |
| $32,050 |
| $275,200 |
| $465,000,000 |
| $18,300 |
| $68,312 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 0.17 | 78,000 | 13,260 |
Cuadrilla de albañileria x 1 Hora | 2 | 24,504 | 49,009 |
Oficial de construcción x hora | 2 | 15,397 | 30,793 |
Ayudante de construcción x 1 hora | 2 | 9,108 | 18,216 |
Limpiador para PVC 1/4 de galón | 0.0376 | 99,000 | 3,722 |
Soldadura para PVC DE 1/4 de Galón | 0.0313 | 74,150 | 2,321 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Valor Adicional: | 68,312 |
| $582,500 |
| $41,400 |
| $338,000 |
| $325,000 |
| $34,200 |
| $118,600 |
| $33,900 |
| $160,150 |
| $73,200 |
| $499,000 |
| $261,350 |
| $229,000 |
| $30,000 |
| $124,020 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 23.85 | 5,200 | 124,020 |
Valor Adicional: | 124,020 |
| $542,000 |
| $83,900 |
| $33,900 |
| $52,350 |
| $85,900 |
| $59,750 |
| $41,150 |
| $39,550,000 |
| $59,750 |
| $400,000 |
| $33,400 |
| $79,750 |
| $97,500 |
| $25,000 |
| $30,050 |
| $73,900 |
| $491,200 |
| $684,000 |
| $378,150 |
| $64,200 |
| $1,575,000 |
| $100,650 |
| $1,885,050 |
| $31,000 |
| $176,650 |
| $1,150,000 |
| $38,450 |
| $1,975,000 |
| $45,000 |
| $165,000 |
| $75,750 |
| $56,600 |
| $2,200,000 |
| $317,600 |
| $92,000 |
| $173,800 |
| $39,200 |
| $47,000 |
| $641,000 |
| $1,101,600 |
| $950,000 |
| $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 |
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.