| $87,600 |
| $95,500 |
| $34,250 |
| $430,000 |
| $233,550 |
| $595,023 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 0.6 | 95,019 | 57,011 |
Arena lavada de río 6 m3 | 0.10002 | 570,000 | 57,011 |
Cemento 1 Kg | 500 | 798 | 399,000 |
Cemento, bulto de 50 Kg | 10 | 39,900 | 399,000 |
Triturado de 3/4" x 1 m3 | 0.6 | 150,500 | 90,300 |
Grava 3/4" x 6 m3 | 0.100000002 | 903,000 | 90,300 |
Valor Adicional: | 546,311 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.07 | 578,347 | 40,484 |
Salario mínimo mensual vigente, incluyendo complementos | 0.018669 | 2,168,530 | 40,484 |
Oficial de construcción x hora | 0.07 | 15,397 | 1,078 |
Salario mínimo mensual vigente, incluyendo complementos | 0.000497 | 2,168,530 | 1,078 |
Valor Adicional: | 41,562 |
| $120,900 |
| $740,925 |
| $1,287,000 |
| $130,200 |
| $616,700 |
| $785,000 |
| $77,777,777 |
| $289,800 |
| $2,990,000 |
| $599,000 |
| $30,800 |
| $969,000 |
| $2,915,000 |
| $69,000 |
| $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 |
| $4,551 |
| $80,900 |
| $72,400 |
| $65,400 |
| $117,150 |
| $130,000 |
| $139,950 |
| $172,750 |
| $49,200 |
| $0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
| $50,000 |
| $34,150 |
| $105,000 |
| $93,200 |
| $143,200 |
| $77,900 |
| $73,200 |
| $260,000 |
| $186,900 |
| $35,200 |
| $86,150 |
| $2,269,000 |
| $90,300 |
| $3,572,000 |
| $87,300 |
| $39,400 |
| $91,650 |
| $2,625,000 |
| $55,350 |
| $294,970 |
| $45,000 |
| $79,900 |
| $61,950 |
| $199,000 |
| $91,000 |
| $133,350 |
| $60,150 |
| $120,000 |
| $50,000 |
| $50,000 |
| $28,250 |
| $58,300 |
| $238,000 |
| $110,500 |
| $135,000 |
| $133,350 |
| $98,400 |
| $17,500 |
| $126,700 |
| $106,600 |
| $38,800 |
| $2,700,000 |
| $91,000 |
| $274,500 |
| $197,200 |
| $63,150 |
| $15,000 |
| $74,600 |
| $18,250 |
| $31,350 |
| $71,500 |
| $39,600 |
| $109,200 |
| $93,900 |
| $501,650 |
| $319,900 |
| $98,700 |
| $55,000 |
| $89,900 |
| $13,000 |
| $124,020 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 23.85 | 5,200 | 124,020 |
Valor Adicional: | 124,020 |
| $192,100 |
| $58,000 |
| $58,355 |
| $39,300 |
| $1,350,000 |
| $0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
| $1,690,000 |
| $32,050 |
| $57,150 |
| $576,000 |
| $40,000 |
| $307,950 |
| $195,200 |
| $55,550 |
| $395,000 |
| $33,700 |
| $118,600 |
| $463,450 |
| $123,500,000 |
| $120,000 |
| $446,000 |
| $905,000 |
| $51,995 |
| $125,200 |
| $740,462 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 1.5185 | 95,019 | 144,286 |
Arena lavada de río 6 m3 | 0.25313395 | 570,000 | 144,286 |
Cemento 1 Kg | 656 | 798 | 523,488 |
Cemento, bulto de 50 Kg | 13.12 | 39,900 | 523,488 |
Agua para la obra 1 litro | 328.12 | 36 | 11,944 |
Salario mínimo mensual vigente, base | 0.00918736 | 1,300,000 | 11,944 |
Valor Adicional: | 679,718 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 3.675 | 5,200 | 19,110 |
Salario mínimo mensual vigente, base | 0.0147 | 1,300,000 | 19,110 |
Transporte 1 tonelada x 1 kilómetro | 0.4 | 3,900 | 1,560 |
Salario mínimo mensual vigente, base | 0.0012 | 1,300,000 | 1,560 |
Valor Adicional: | 20,670 |
| $39,000 |
| $56,600 |
| $100,650 |
| $125,200 |
| $2,028,800 |
| $143,250 |
| $180,000 |
| $65,000 |
| $970,000 |
| $1,018,750 |
| $95,019 |
| $64,200 |
| $65,000 |
| $260,000 |
| $1,500 |
| $292,500 |
| $286,000 |
| $104,000 |
| $69,900 |
| $297,050 |
| $173,800 |
| $260,000 |
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.