| $35,500 |
| $52,900 |
| $43,300 |
| $144,300 |
| $106,600 |
| $24,100 |
| $111,450 |
| $39,450 |
| $374,500 |
| $64,500 |
| $45,000 |
| $63,310 |
| $147,200 |
| $85,500 |
| $48,200 |
| $30,900 |
| $16,954,250 |
| $47,000 |
| $34,050 |
| $121,327 |
| $207,400 |
| $35,800 |
| $296,000 |
| $41,900 |
| $26,650 |
| $899,000 |
| $137,800 |
| $61,000 |
| $182,400 |
| $802,450 |
| $936,850 |
| $30,200 |
| $39,900 |
| $293,700 |
| $454,000 |
| $197,850 |
| $69,850 |
| $130,000 |
| $51,000 |
| $29,200 |
| $65,650 |
| $499,900 |
| $702,000 |
| $121,400 |
| $160,000 |
| $134,550 |
| $36,550 |
| $33,700 |
| $141,900 |
| $25,300 |
| $42,650 |
| $140,850 |
| $34,150 |
| $35,800 |
| $6,760 |
| $90,300 |
| $176,200 |
| $68,550 |
| $226,000 |
| $97,500 |
| $681,500 |
| $39,400 |
| $78,500 |
| $36,500 |
| $33,300 |
| $35,900 |
| $33,400 |
| $70,350 |
| $58,730 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Canaleta 60 mm x 40 mm y 2 m de longitud | 0.5 | 42,500 | 21,250 |
Anclaje, chazo plástico 1/4" x 1 1/4" con tornillo, 1000 unidades | 0.0003 | 145,950 | 44 |
Cuadrilla de cableado estructurado x 1 hora | 0.54 | 43,329 | 23,398 |
Salario diario vigente | 0.54 | 43,329 | 23,398 |
Cuadrilla de cableado estructurado x 1 hora | 0.054 | 43,329 | 2,340 |
Salario diario vigente | 0.054 | 43,329 | 2,340 |
Cuadrilla de cableado estructurado x 1 hora | 0.27 | 43,329 | 11,699 |
Salario diario vigente | 0.27 | 43,329 | 11,699 |
Valor Adicional: | 58,730 |
| $211,500 |
| $400,000 |
| $33,350 |
| $174,200 |
| $5,500 |
| $69,900 |
| $104,000 |
| $121,750 |
| $50,000 |
| $33,100 |
| $36,500 |
| $100,000 |
| $59,900 |
| $91,450 |
| $78,000 |
| $10,140 |
| $81,900 |
| $268,700 |
| $42,500 |
| $29,700 |
| $25,650 |
| $98,000 |
| $104,000 |
| $207,350 |
| $43,700 |
| $1,014 |
| $139,848 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Ladrillo Rejilla | 68 | 1,550 | 105,400 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.02 | 473,449 | 9,469 |
Arena lavada de río 1 m3 | 0.0256 | 95,019 | 2,432 |
Cemento 1 Kg | 7.64 | 798 | 6,097 |
Agua para la obra 1 litro | 4.8 | 36 | 175 |
Ayudante de construcción x 1 hora | 0.004 | 9,108 | 36 |
Ayudante de construcción x 1 hora | 0.08 | 9,108 | 729 |
Valor Adicional: | 114,869 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.3675 | 5,200 | 1,911 |
Salario mínimo mensual vigente, base | 0.00147 | 1,300,000 | 1,911 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 2,067 |
| $740,925 |
| $105,300 |
| $8,636,000 |
| $99,900 |
| $2,080 |
| $65,000 |
| $5,200 |
| $33,100 |
| $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 |
| $50,700 |
| $300,000 |
| $26,550 |
| $28,450 |
| $59,700 |
| $25,000 |
| $34,500 |
| $35,400 |
| $73,800 |
| $565,500 |
| $223,000 |
| $37,450 |
| $31,200 |
| $0 |
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