| $35,800 |
| $45,250 |
| $128,100 |
| $42,500 |
| $111,000 |
| $140,800 |
| $240,000 |
| $39,400 |
| $23,500 |
| $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 |
| $140,850 |
| $90,300 |
| $1,418,000 |
| $43,400 |
| $355,000 |
| $121,250 |
| $36,650 |
| $293,000 |
| $33,000 |
| $140,600 |
| $45,500 |
| $58,000 |
| $21,100 |
| $368,000 |
| $55,500 |
| $102,100 |
| $54,600 |
| $32,900 |
| $99,000 |
| $31,950 |
| $96,500 |
| $65,450 |
| $54,400 |
| $43,400 |
| $26,350 |
| $50,200 |
| $63,100 |
| $28,600 |
| $114,000 |
| $50,600 |
| $50,600 |
| $143,300 |
| $2,300,000 |
| $78,700 |
| $187,800 |
| $234,550 |
| $576,791 |
| $266,000 |
| $440,000 |
| $32,050 |
| $397,750 |
| $62,050 |
| $62,050 |
| $36,450 |
| $106,550 |
| $126,000 |
| $47,250 |
| $39,250 |
| $98,250 |
| $63,200 |
| $456,000 |
| $168,900 |
| $321,000 |
| $31,350 |
| $36,500 |
| $295,000 |
| $192,550 |
| $228,000 |
| $91,000 |
| $781,000 |
| $230,500 |
| $537,400 |
| $42,150 |
| $44,850 |
| $31,100 |
| $40,079 |
| $70,700 |
| $31,250 |
| $78,000 |
| $105,300 |
| $41,000 |
| $25,500 |
| $195,200 |
| $67,000 |
| $43,600 |
| $40,600 |
| $332,200 |
| $130,000 |
| $49,000 |
| $49,900 |
| $32,950 |
| $102,500 |
| $46,650 |
| $44,100 |
| $52,900 |
| $268,700 |
| $455,360 |
| $34,250 |
| $28,400 |
| $621,800 |
| $294,970 |
| $41,550 |
| $29,700 |
| $95,550 |
| $44,850 |
| $49,900 |
| $22,750 |
| $1,952,000 |
| $76,750 |
| $35,650 |
| $120,000 |
| $87,000 |
| $175,850 |
| $70,000 |
| $681,500 |
| $50,000 |
| $576,000 |
| $93,900 |
| $76,000 |
| $395,000 |
| $5,950,000 |
| $48,200 |
| $221,150 |
| $479,050 |
| $65,650 |
| $6,550,000 |
| $50,500 |
| $707,325 |
| $246,100 |
| $27,400 |
| $174,200 |
| $24,000 |
| $3,405,600 |
| $4,810,000 |
| $5,561,000 |
| $84,000 |
| $212,750 |
| $7,650,000 |
| $3,946,500 |
| $94,000 |
| $296,000 |
| $87,000 |
| $115,750 |
| $114,700 |
| $38,450 |
| $138,000 |
| $24,100 |
| $97,500 |
| $4,998,000 |
| $20,370,000 |
| $30,900 |
| $30,200 |
| $157,300 |
| $409,500 |
| $197,850 |
| $207,400 |
| $47,000 |
| $96,000,000 |
| $121,400 |
| $29,000 |
| $0 |
| $146,875 |
| $140,000 |
| $83,000 |
| $104,000 |
| $93,000 |
| $3,400,000 |
| $120,000,000 |
| $1,550,000 |
| $587,400 |
| $248,040 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 47.7 | 5,200 | 248,040 |
Valor Adicional: | 248,040 |
| $33,650 |
| $30,000,000 |
| $249,000 |
| $650,000 |
| $76,650 |
| $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 |
| $29,850 |
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