| $2,600,000 |
| $35,800 |
| $229,900 |
| $65,000 |
| $33,300 |
| $624,945,100 |
| $34,150 |
| $30,950 |
| $25,997 |
| $34,750 |
| $26,000 |
| $30,200 |
| $182,000 |
| $24,100 |
| $34,200 |
| $296,000 |
| $294,970 |
| $49,100 |
| $39,300 |
| $106,500 |
| $1,550,000 |
| $31,600 |
| $90,300 |
| $2,300,000 |
| $111,800 |
| $6,760 |
| $650,000 |
| $78,000 |
| $110,900 |
| $371,050 |
| $70,000 |
| $43,150 |
| $20,500 |
| $286,000 |
| $260,000 |
| $230,500 |
| $429,000 |
| $1,235,000 |
| $41,700 |
| $46,300 |
| $110,200 |
| $62,050 |
| $45,550 |
| $78,000 |
| $50,200 |
| $1,287,000 |
| $26,450 |
| $275,200 |
| $23,313 |
| $338,000 |
| $195,000 |
| $109,200 |
| $59,750 |
| $0 |
| $50,000 |
| $106,600 |
| $45,250 |
| $150,300 |
| $795,000 |
| $1,100,000 |
| $63,500 |
| $65,450 |
| $39,800 |
| $28,550 |
| $28,597 |
| $105,650 |
| $30,050 |
| $50,000 |
| $150,000 |
| $40,000 |
| $90,000 |
| $0 |
| $42,500 |
| $156,400 |
| $3,900,000 |
| $79,750 |
| $370,500 |
| $43,500 |
| $110,500 |
| $145,000 |
| $11,000 |
| $50,000 |
| $33,000 |
| $14,000 |
| $34,050 |
| $40,000 |
| $811,710 |
| $41,150 |
| $152,700 |
| $31,450 |
| $455,000 |
| $0 |
| $35,950 |
| $26,100 |
| $23,900 |
| $69,700 |
| $28,200 |
| $43,000 |
| $26,650 |
| $24,850 |
| $48,550 |
| $145,950 |
| $45,500 |
| $88,550 |
| $84,150 |
| $41,700 |
| $650,000 |
| $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 |
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.