| $1,789,600 |
| $27,500 |
| $267,500 |
| $104,000 |
| $387,700 |
| $855,350 |
| $4,737,700 |
| $572,000 |
| $325,900 |
| $207,350 |
| $418,000 |
| $357,200 |
| $25,700 |
| $689,150 |
| $2,452,250 |
| $2,731,950 |
| $2,576,000 |
| $1,812,550 |
| $970,000 |
| $78,000 |
| $1,566,000 |
| $714,600 |
| $78,000 |
| $63,500 |
| $468,900 |
| $35,100 |
| $40,079 |
| $302,800 |
| $294,970 |
| $262,000 |
| $99,250 |
| $179,794 |
| $40,000 |
| $41,000 |
| $740,925 |
| $811,710 |
| $1,350,000 |
| $1,300,000 |
| $0 |
| $3,400,000 |
| $91,000 |
| $56,200 |
| $295,000 |
| $55,150 |
| $275,900 |
| $58,355 |
| $44,850 |
| $220,857 |
| $336,000 |
| $1,574,907 |
| $1,236,687,602 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 2 | 1,112,456 | 2,224,912 |
Hora de ingeniero | 60 | 37,082 | 2,224,912 |
Puente, diseño estructural x 1 m2 | 244 | 246,975 | 60,261,973 |
Salario diario vigente | 1390.8 | 43,329 | 60,261,973 |
Valor Adicional: | 62,486,885 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 70000 | 8,050 | 563,500,000 |
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: | 854,700,000 |
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 |
| $25,150 |
| $57,000 |
| $45,500 |
| $55,550 |
| $86,200 |
| $26,550 |
| $26,777 |
| $110,000 |