| $981,200 |
| $75,850 |
| $91,000 |
| $107,900 |
| $25,997 |
| $207,300 |
| $292,500 |
| $180,950 |
| $48,350 |
| $17,472 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 3.36 | 5,200 | 17,472 |
Valor Adicional: | 17,472 |
| $207,350 |
| $69,450 |
| $24,000 |
| $172,750 |
| $229,000 |
| $415,600 |
| $43,700 |
| $3,341,750 |
| $100,100 |
| $87,300 |
| $119,000 |
| $45,700 |
| $31,013 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 5.964 | 5,200 | 31,013 |
Valor Adicional: | 31,013 |
| $5,200 |
| $124,020 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 23.85 | 5,200 | 124,020 |
Valor Adicional: | 124,020 |
| $28,600,000 |
| $156,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 30 | 5,200 | 156,000 |
Valor Adicional: | 156,000 |
| $107,900 |
| $7,800 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 1.5 | 5,200 | 7,800 |
Valor Adicional: | 7,800 |
| $230,700 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Teja shingle x 1m2 | 3 | 76,900 | 230,700 |
Valor Adicional: | 230,700 |
| $58,000 |
| $897,000 |
| $75,400 |
| $46,000 |
| $41,400 |
| $44,600 |
| $208,000 |
| $542,000 |
| $107,900 |
| $5,950,000 |
| $65,000 |
| $2,390,000 |
| $43,050 |
| $96,000,000 |
| $60,200 |
| $182,000 |
| $39,400 |
| $5,850,000 |
| $589,940 |
| $52,000 |
| $107,328 |
| $144,800 |
| $73,200 |
| $74,900 |
| $169,950 |
| $268,800 |
| $341,200 |
| $73,200 |
| $85,650 |
| $182,900 |
| $550,000 |
| $152,000 |
| $350,250 |
| $168,000 |
| $501,650 |
| $312,350 |
| $118,600 |
| $51,500 |
| $27,500 |
| $140,000 |
| $421,350 |
| $51,200 |
| $149,800 |
| $40,250 |
| $1,800 |
| $41,800 |
| $34,250 |
| $1,975,000 |
| $2,300,000 |
| $27,300 |
| $378,150 |
| $94,900 |
| $152,350 |
| $36,300 |
| $45,500 |
| $269,000 |
| $165,000 |
| $257,900 |
| $499,000 |
| $440,000 |
| $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 |
| $45,000 |
| $344,600 |
| $172,000 |
| $330,000 |
| $357,800 |
| $87,700 |
| $223,500 |
| $699,800 |
| $50,500 |
| $1,170,000 |
| $533,055 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 0.588 | 95,019 | 55,871 |
Arena lavada de río 6 m3 | 0.0980196 | 570,000 | 55,871 |
Cemento 1 Kg | 367.5 | 798 | 293,265 |
Cemento, bulto de 50 Kg | 7.35 | 39,900 | 293,265 |
Triturado de 3/4" x 1 m3 | 0.882 | 150,500 | 132,741 |
Grava 3/4" x 6 m3 | 0.14700000294 | 903,000 | 132,741 |
Agua para la obra 1 litro | 199.5 | 36 | 7,262 |
Salario mínimo mensual vigente, base | 0.005586 | 1,300,000 | 7,262 |
Valor Adicional: | 489,139 |
| $73,650 |
| $145,500 |
| $409,500 |
| $253,000 |
| $55,000 |
| $88,600 |
| $105,650 |
| $273,000 |
| $91,800 |
| $1,560,000 |
| $150,900 |
| $1,427,500 |
| $3,946,500 |
| $97,000 |
| $1,560,000 |
Los productos marcados con *** no estan disponibles en cantidad que quiere.
De todas formas, puede comprar los que hay disponibles y el resto se lo enviamos mas tarde o esperar a que el stock este nuevamente disponible.