| $78,000 |
| $0 |
| $8,666 |
| $91,000 |
| $130,000 |
| $456,000 |
| $14,299 |
| $39,600 |
| $83,000 |
| $106,600 |
| $98,250 |
| $82,850 |
| $107,900 |
| $50,000 |
| $106,550 |
| $87,000 |
| $98,250 |
| $252,000 |
| $109,200 |
| $2,860,000 |
| $1,650,000 |
| $33,000 |
| $63,200 |
| $2,340,000 |
| $476,000 |
| $1,650,000 |
| $21,710,000 |
| $197,200 |
| $6,325,000 |
| $225,200 |
| $82,000 |
| $67,050 |
| $50,450 |
| $858,441 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 1 | 533,055 | 533,055 |
Arena lavada de río 1 m3 | 0.588 | 95,019 | 55,871 |
Cemento 1 Kg | 367.5 | 798 | 293,265 |
Triturado de 3/4" x 1 m3 | 0.882 | 150,500 | 132,741 |
Agua para la obra 1 litro | 199.5 | 36 | 7,262 |
Mezcladora 1 bulto, alquiler x hora | 0.48 | 7,150 | 3,432 |
Cuadrilla 7 (8 obreros) x jornal | 0.07 | 578,347 | 40,484 |
Puntilla con cabeza 2 pulgadas, 10 kilos | 0.01 | 155,000 | 1,550 |
Durmiente ordinario 0,04x0.04x3,00 m. | 1 | 30,000 | 30,000 |
Tabla chapa ordinario 0.02x0.3x3 m | 1 | 36,500 | 36,500 |
Vara clavo 3m | 0.17 | 20,100 | 3,417 |
Valor Adicional: | 604,522 |
| $12,350,000 |
| $132,000 |
| $429,000 |
| $371,000 |
| $49,700 |
| $533,100 |
| $260,000 |
| $650,000 |
| $1,070,000 |
| $287,196 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Estructura de pavimento flexible, presupuesto de construcción de 1 Km de vía 7 m de ancho | 0.0001428571 | 2,010,375,000 | 287,196 |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 0.0004285713 | 3,900,000 | 1,671 |
Subbase triturada de 2" x 1 m3 | 0.29999991 | 125,200 | 37,560 |
Base granular de 1 1/2" x m3 | 0.29999991 | 126,550 | 37,965 |
Asfalto 60/70 por tonelada | 0.09999997 | 2,100,000 | 210,000 |
Valor Adicional: | 287,196 |
| $100,000,000,000 |
| $200,000 |
| $3,499,000 |
| $68,247,140 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto premezclado de 4000 PSI o 27.6 MPa x 1 m3 | 100 | 682,471 | 68,247,140 |
Arena lavada de río 1 m3 | 60 | 95,019 | 5,701,140 |
Cemento 1 Kg | 42000 | 798 | 33,516,000 |
Triturado de 3/4" x 1 m3 | 60 | 150,500 | 9,030,000 |
Planta de concreto precio por hora | 20 | 1,000,000 | 20,000,000 |
Valor Adicional: | 68,247,140 |
| $350,150 |
| $130,000 |
| $100,000,000,000 |
| $87,000 |
| $74,000 |
| $167,000 |
| $45,000 |
| $360,000 |
| $48,500 |
| $650,000 |
| $80,000 |
| $45,500 |
| $125,000 |
| $490,000 |
| $97,500 |
| $97,500 |
| $116,600 |
| $2,915,000 |
| $52,000 |
| $260,000 |
| $325,000 |
| $27,800 |
| $42,250 |
| $2,855,000 |
| $830,000 |
| $65,000 |
| $145,000 |
| $390,000 |
| $2,028,800 |
| $380,000 |
| $208,000 |
| $50,700 |
| $102,700 |
| $81,500 |
| $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 |
| $664,500 |
| $390,000 |
| $55,000 |
| $195,000 |
| $320,000 |
| $95,019 |
| $190,000 |
| $90,700 |
| $143,000 |
| $294,500 |
| $49,150 |
| $42,300 |
| $83,750 |
| $7,500 |
| $40,000 |
| $5,185 |
| $82,900 |
| $85,000 |
| $338,000 |
| $18,850,900 |
| $325,000 |
| $105,300 |
| $46,000 |
| $1,300,000 |
| $57,750 |
| $76,650 |
| $598,000 |
| $2,503,200 |
| $182,000 |
| $202,000 |
| $6,845 |
| $12,843,900 |
| $4,420,000 |
| $195,000 |
| $650,000 |
| $17,200,000 |
| $49,900 |
| $34,000 |
| $273,000 |
| $1,346,500 |
| $91,000 |
| $54,900 |
| $156,000 |
| $104,000 |
| $58,550 |
| $143,300 |
| $12,350,000 |
| $1,560,000 |
| $308,000 |
| $260,000 |
| $650,000 |
| $261,350 |
| $969,000 |
| $2,010,375,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 3 | 3,900,000 | 11,700,000 |
Salario mínimo mensual vigente, base | 9 | 1,300,000 | 11,700,000 |
Valor Adicional: | 11,700,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Subbase triturada de 2" x 1 m3 | 2100 | 125,200 | 262,920,000 |
Base granular de 1 1/2" x m3 | 2100 | 126,550 | 265,755,000 |
Asfalto 60/70 por tonelada | 700 | 2,100,000 | 1,470,000,000 |
Valor Adicional: | 1,998,675,000 |
| $89,500 |
| $13,000 |
| $104,000 |
| $130,000 |
| $135,708 |
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 |
| $149,000 |
| $91,949 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Topex Cinta papel 75 metros x 50 mm caja de 10 unidades | 0.02 | 135,750 | 2,715 |
| 0.34 | 0 | 0 |
Vinilo , Viniltex 5 galones | 0.01 | 364,000 | 3,640 |
Angulo 6m x 25 mm x 2.5mm | 0.42 | 22,700 | 9,534 |
Vigueta 1-1/2" x 3/4" x 0.38 mm x 2.44 m | 0.65 | 4,550 | 2,958 |
Valor Adicional: | 18,847 |
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 |
| $50,000 |
| $98,000 |
| $1,800 |
| $52,950 |
| $105,300 |
| $39,000 |
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.