| $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 |
| $39,600 |
| $155,000 |
| $884,910 |
| $22,400 |
| $364,000 |
| $23,065 |
| $67,593 |
| $1,300,000 |
| $617,231,345 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 35000 | 8,050 | 281,750,000 |
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: | 427,350,000 |
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 | 200 | 10,038 | 2,007,529 |
Cuerda de Nylon 100 m x 0,50 mm | 10 | 50,900 | 509,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 100 | 6,100 | 610,000 |
| 2 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 3.28 | 24,504 | 80,374 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 32.98 | 24,504 | 808,155 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 1 | 4,147,000 | 4,147,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 3 | 650,000 | 1,950,000 |
Ensayo SPT | 1 | 247,000 | 247,000 |
Informe Geotécnico y recomendaciones de construcción | 1 | 1,950,000 | 1,950,000 |
Valor Adicional: | 6,154,529 |
| $23,700 |
| $93,400 |
| $336,000 |
| $90,300 |
| $179,000 |
| $380,000 |
| $49,700 |
| $50,500 |
| $12,843,900 |
| $33,750 |
| $446,000 |
| $38,400 |
| $9,999,000 |
| $55,500 |
| $57,900 |
| $63,155 |
| $113,400 |
| $3,534,050 |
| $156,000 |
| $18,850,900 |
| $13,000 |
| $124,800 |
| $107,900 |
| $83,000 |
| $295,000 |
| $16,550 |
| $319,900 |
| $36,205 |
| $325,000 |
| $40,000 |
| $579,600 |
| $81,350 |
| $19,990,000 |
| $97,250 |
| $44,850 |
| $100,100 |
| $65,000 |
| $55,000 |
| $2,842,000 |
| $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 |
| $292,500 |
| $99,300 |
| $18,850,900 |
| $105,000 |
| $779,000 |
| $497,000 |
| $107,900 |
| $208,000 |
| $26,550 |
| $47,500 |
| $130,750 |
| $82,700 |
| $695,000 |
| $91,000 |
| $75,400 |
| $184,200 |
| $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 |
| $52,000 |
| $149,100 |
| $455,000 |
| $27,750 |
| $58,355 |
| $2,168,000 |
| $697,600 |
| $72,050 |
| $57,150 |
| $58,750 |
| $130,000 |
| $1,170,000 |
| $0 |
| $247,000 |
| $91,000 |
| $2,499,000 |
| $302,800 |
| $39,500 |
| $650,000 |
| $273,000 |
| $262,000 |
| $1,652,607 |
| $103,900 |
| $1,349,000 |
| $156,000 |
| $449,000 |
| $2,990,000 |
| $195,000 |
| $155,000 |
| $47,000 |
| $3,750,000 |
| $1,950,000 |
| $27,250 |
| $31,600 |
| $1,560,000 |
| $2,625,000 |