| $83,200 |
| $124,020 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 23.85 | 5,200 | 124,020 |
Valor Adicional: | 124,020 |
| $260,000 |
| $350,150 |
| $325,000 |
| $1,070,000 |
| $576,791 |
| $33,000 |
| $98,250 |
| $72,150 |
| $456,000 |
| $76,650 |
| $53,400 |
| $106,550 |
| $50,450 |
| $38,350 |
| $112,600 |
| $67,050 |
| $29,850 |
| $63,200 |
| $126,000 |
| $981,200 |
| $70,200 |
| $307,950 |
| $550,000 |
| $78,950 |
| $57,900 |
| $463,450 |
| $501,650 |
| $455,360 |
| $537,400 |
| $70,700 |
| $33,700 |
| $38,850 |
| $576,000 |
| $973,400 |
| $295,000 |
| $54,150 |
| $395,000 |
| $75,850 |
| $140,000 |
| $781,000 |
| $268,700 |
| $228,000 |
| $36,300 |
| $152,350 |
| $41,800 |
| $34,250 |
| $233,550 |
| $264,700 |
| $390,000 |
| $149,800 |
| $40,250 |
| $27,300 |
| $499,000 |
| $102,600 |
| $672,000 |
| $693,650 |
| $1,101,600 |
| $210,800 |
| $165,000 |
| $1,550,000 |
| $38,450 |
| $39,200 |
| $543,900 |
| $1,975,000 |
| $378,150 |
| $874,550 |
| $491,200 |
| $341,200 |
| $1,150,000 |
| $47,000 |
| $94,900 |
| $740,925 |
| $1,900,000 |
| $273,000 |
| $78,000 |
| $40,079 |
| $1,014 |
| $42,900 |
| $520,000 |
| $249,000 |
| $50,000 |
| $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 |
| $40,600 |
| $49,150 |
| $82,900 |
| $13,520 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño hidráulico de edificio x 1 m2 | 1 | 6,760 | 6,760 |
Salario mínimo mensual vigente, base | 0.0052 | 1,300,000 | 6,760 |
Diseño sanitario de edificio x 1 m2, servicio | 1 | 6,760 | 6,760 |
Salario mínimo mensual vigente, base | 0.0052 | 1,300,000 | 6,760 |
Valor Adicional: | 13,520 |
| $64,994 |
| $416,000 |
| $78,500 |
| $46,000 |
| $6,760 |
| $42,300 |
| $97,500 |
| $400,000 |
| $35,700 |
| $40,150 |
| $28,250 |
| $69,900 |
| $5,500 |
| $10,000,000 |
| $81,900 |
| $10,140 |
| $50,000 |
| $380,000 |
| $0 |
| $143,000 |
| $14,000 |
| $78,000 |
| $5,400,000 |
| $28,597 |
| $33,650 |
| $5,043 |
| $102,700 |
| $1,235,000 |
| $150,000 |
| $78,000 |
| $370,000 |
| $12,828 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.2 | 5,200 | 1,040 |
Salario mínimo mensual vigente, base | 0.0008 | 1,300,000 | 1,040 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 1,196 |
| $130,000 |
| $579,600 |
| $1,100,000 |
| $91,000 |
| $90,000 |
| $3,042 |
| $0 |
| $195,000 |
| $325,000 |
| $98,000 |
| $156,000 |
| $11,000 |
| $20,280 |
| $1,469,000 |
| $30,000 |
| $390,000 |
| $735,000 |
| $3,900,000 |
| $6,760 |
| $117,000 |
| $113,000 |
| $143,000 |
| $380,000 |
| $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 |
| $82,850 |
| $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 |
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.