| $36,000 |
| $29,700 |
| $68,300 |
| $21,850 |
| $28,250 |
| $91,750 |
| $91,650 |
| $26,850 |
| $7,684,100 |
| $119,600 |
| $44,300 |
| $99,000 |
| $39,500 |
| $60,650 |
| $25,300 |
| $28,250 |
| $325,750 |
| $59,250 |
| $32,250 |
| $37,000 |
| $26,850 |
| $550,000 |
| $57,750 |
| $55,000 |
| $74,000 |
| $81,350 |
| $50,500 |
| $73,650 |
| $47,500 |
| $90,300 |
| $292,000 |
| $208,000 |
| $83,750 |
| $116,600 |
| $208,000 |
| $149,100 |
| $697,600 |
| $664,500 |
| $533,100 |
| $380,000 |
| $37,560 |
| $76,650 |
| $325,000 |
| $497,000 |
| $132,000 |
| $4,238,000 |
| $25,400 |
| $3,800,000 |
| $46,500 |
| $73,550 |
| $139,300 |
| $384,300 |
| $1,234,875 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 28.5 | 43,329 | 1,234,877 |
Salario mínimo mensual vigente, base | 0.949905 | 1,300,000 | 1,234,877 |
Valor Adicional: | 1,234,877 |
| $44,450 |
| $36,050 |
| $174,900 |
| $57,350 |
| $107,685 |
| $34,050 |
| $288,750 |
| $75,700 |
| $31,500 |
| $8,050 |
| $198,750 |
| $1,985,460,466 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 2 | 1,199,995 | 2,399,990 |
Hora de ingeniero | 64.7214 | 37,082 | 2,399,990 |
Puente, diseño estructural x 1 m2 | 244 | 246,975 | 60,261,973 |
Salario diario vigente | 1390.8 | 43,329 | 60,261,973 |
Valor Adicional: | 62,661,963 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero galvanizado G-50 tipo perfil x 1 Kg | 97200 | 13,181 | 1,281,193,200 |
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: | 1,572,393,200 |
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 | 1000 | 10,038 | 10,037,646 |
Cuerda de Nylon 100 m x 0,50 mm | 50 | 50,900 | 2,545,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 500 | 6,100 | 3,050,000 |
| 10 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 16.4 | 24,504 | 401,872 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 164.9 | 24,504 | 4,040,774 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 8 | 4,147,000 | 33,176,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 24 | 650,000 | 15,600,000 |
Ensayo SPT | 8 | 247,000 | 1,976,000 |
Informe Geotécnico y recomendaciones de construcción | 8 | 1,950,000 | 15,600,000 |
Valor Adicional: | 43,213,646 |
| $94,950 |
| $34,250 |
| $377,000 |
| $97,000 |
| $172,000 |
| $153,450 |
| $38,650 |
| $90,100 |
| $95,300 |
| $1,560,000 |