| $350,000 |
| $860,000 |
| $69,000 |
| $1,800 |
| $1,075,000 |
| $755,000 |
| $6,150,000 |
| $1 |
| $599,000 |
| $416,000 |
| $99,000 |
| $24,300 |
| $40,000 |
| $45,750 |
| $82,100 |
| $49,050 |
| $200,000 |
| $70,000 |
| $27,000 |
| $5,000,000 |
| $42,500 |
| $20,200 |
| $23,500 |
| $52,750 |
| $35,500 |
| $249,000 |
| $70,100 |
| $109,300 |
| $45,250 |
| $45,000 |
| $80,000 |
| $537,400 |
| $1,952,000 |
| $321,000 |
| $228,000 |
| $175,850 |
| $120,000 |
| $94,000 |
| $1,300,000 |
| $446,000 |
| $3,946,500 |
| $54,600 |
| $295,000 |
| $409,500 |
| $114,000 |
| $576,000 |
| $681,500 |
| $98,700 |
| $38,450 |
| $230,500 |
| $28,800 |
| $48,200 |
| $234,550 |
| $234,000 |
| $138,000 |
| $6,550,000 |
| $43,600 |
| $12,843,900 |
| $130,000 |
| $455,360 |
| $84,000 |
| $47,600 |
| $16,000 |
| $5,561,000 |
| $455,000 |
| $102,500 |
| $781,000 |
| $70,000 |
| $156,000 |
| $202,000 |
| $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 |
| $2,663,050 |
| $195,000 |
| $273,000 |
| $40,000 |
| $1,170,000 |
| $10,000,000 |
| $650,000 |
| $1,560,000 |
| $4,147,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 3 | 650,000 | 1,950,000 |
Salario mínimo mensual vigente, base | 1.5 | 1,300,000 | 1,950,000 |
Valor Adicional: | 1,950,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Informe Geotécnico y recomendaciones de construcción | 1 | 1,950,000 | 1,950,000 |
Salario mínimo mensual vigente, base | 1.5 | 1,300,000 | 1,950,000 |
Valor Adicional: | 1,950,000 |
| $650,000 |
| $247,000 |
| $740,925 |
| $336,000 |
| $1,560,000 |
| $2,499,000 |
| $2,699,900 |
| $0 |
| $156,000 |
| $1,560,000 |
| $4,549,600 |
| $31,600 |
| $650,000 |
| $54,600 |
| $1,112,456 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Hora de ingeniero | 30 | 37,082 | 1,112,456 |
Salario mínimo mensual vigente, incluyendo complementos | 0.513 | 2,168,530 | 1,112,456 |
Valor Adicional: | 1,112,456 |
| $91,000 |
| $46,000 |
| $294,970 |
| $199,000 |
| $95,019 |
| $107,200 |
| $343,500 |
| $41,400 |
| $90,700 |
| $361,400 |
| $31,200 |
| $563,839 |
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 | 420 | 798 | 335,160 |
Cemento, bulto de 50 Kg | 8.4 | 39,900 | 335,160 |
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: | 482,471 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.125 | 578,347 | 72,293 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0333375 | 2,168,530 | 72,293 |
Oficial de construcción x hora | 0.125 | 15,397 | 1,925 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0008875 | 2,168,530 | 1,925 |
Valor Adicional: | 74,218 |
| $13,213 |
| $8,741 |
| $762,350 |
| $84,150 |
| $199,873 |
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.