| $55,000 |
| $38,400 |
| $29,550 |
| $58,750 |
| $221,000 |
| $86,658 |
| $26,650 |
| $973,400 |
| $32,000,000 |
| $31,600 |
| $35,500 |
| $145,000 |
| $54,650 |
| $2,999,950 |
| $143,000 |
| $493,950 |
| $10,140 |
| $476,619 |
| $86,658 |
| $992,730,233 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 1 | 1,199,995 | 1,199,995 |
Hora de ingeniero | 32.3607 | 37,082 | 1,199,995 |
Puente, diseño estructural x 1 m2 | 122 | 246,975 | 30,130,987 |
Salario diario vigente | 695.4 | 43,329 | 30,130,987 |
Valor Adicional: | 31,330,982 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero galvanizado G-50 tipo perfil x 1 Kg | 48600 | 13,181 | 640,596,600 |
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: | 786,196,600 |
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 | 500 | 10,038 | 5,018,823 |
Cuerda de Nylon 100 m x 0,50 mm | 25 | 50,900 | 1,272,500 |
Estaca de Madera Ø=0.05 L=0.60 m | 250 | 6,100 | 1,525,000 |
| 5 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 8.2 | 24,504 | 200,936 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 82.45 | 24,504 | 2,020,387 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 4 | 4,147,000 | 16,588,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 12 | 650,000 | 7,800,000 |
Ensayo SPT | 4 | 247,000 | 988,000 |
Informe Geotécnico y recomendaciones de construcción | 4 | 1,950,000 | 7,800,000 |
Valor Adicional: | 21,606,823 |
| $38,450 |
| $86,658 |
| $86,658 |
| $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 |
| $86,658 |
| $3,087,250 |
| $47,000 |
| $39,500 |
| $86,658 |
| $97,500 |
| $2,391,250 |
| $1,430,000 |
| $86,658 |
| $43,000 |
| $25,300 |
| $51,500 |
| $80,050 |
| $91,700 |
| $82,900 |
| $10,000 |
| $146,450 |
| $250,700 |
| $315,000 |
| $65,000 |
| $20,907 |
| $260,000 |
| $325,000 |
| $46,000 |
| $143,300 |
| $169,000 |
| $260,700 |
| $149,900 |
| $49,150 |
| $125,500 |
| $89,500 |
| $41,000 |
| $42,900 |
| $1,346,500 |
| $260,000 |
| $169,000 |
| $40,150 |
| $319,900 |
| $130,000 |
| $88,600 |
| $195,000 |
| $1,950 |
| $234,000 |
| $1,850 |
| $140,000 |
| $104,000 |
| $1,527,450 |
| $979,950 |
| $18,300 |
| $97,500 |
| $34,750 |
| $497,000 |
| $1,259,412 |
| $431,000 |
| $1,999,950 |
| $491,200 |
| $595,023 |
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 | 500 | 798 | 399,000 |
Cemento, bulto de 50 Kg | 10 | 39,900 | 399,000 |
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: | 546,311 |
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 |
| $16,300,000 |
| $34,500 |
| $42,600 |
| $4,099,000 |
| $39,300 |
| $378,150 |
| $1,575,000 |
| $381,150 |
| $23,450 |
| $40,150 |
| $29,850 |
| $341,200 |
| $1,150,000 |
| $94,900 |
| $317,100 |
| $134,550 |
| $34,200 |
| $28,800 |
| $32,550 |
| $960,000 |
| $31,600 |
| $33,750 |
| $40,000 |
| $33,900 |
| $30,700 |
| $344,600 |
| $103,900 |
| $59,750 |
| $371,050 |
| $124,000 |
| $463,450 |
| $105,300 |
| $501,650 |
| $99,250 |
| $41,150 |
| $155,000 |
| $78,950 |
| $28,200 |
| $49,450 |
| $54,750 |
| $386,450 |
| $58,000 |
| $550,000 |
| $182,832,000 |
| $257,900 |
| $63,100 |
| $28,200 |
| $28,200 |
| $31,200 |
| $59,750 |
| $28,200 |
| $28,000 |
| $262,000 |
| $28,200 |
| $1,350,000 |
| $47,572,000 |
| $79,750 |
| $47,000 |
| $25,500 |
| $400,000 |
| $10,192,000 |
| $25,500 |
| $0 |
| $2,713,300 |
| $78,500 |
| $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 |
| $80,600 |
| $98,900 |
| $69,650 |
| $30,000 |
| $40,600 |
| $28,750 |
| $351,350 |
| $75,000 |
| $31,250 |
| $90,690 |
| $33,650 |
| $10,400,000 |
| $69,200 |
| $4,737,700 |
| $95,019 |
| $69,900 |
| $32,000 |
| $55,350 |
| $97,500 |
| $30,200 |
| $79,000 |
| $28,300 |
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.