| $143,000 |
| $97,500 |
| $143,000 |
| $130,000 |
| $102,700 |
| $325,000 |
| $29,550 |
| $58,750 |
| $34,650 |
| $260,000 |
| $156,000 |
| $3,042 |
| $273,000 |
| $35,650 |
| $57,900 |
| $33,000 |
| $84,850 |
| $35,000 |
| $130,000 |
| $41,200 |
| $117,000 |
| $195,000 |
| $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 |
| $260,000 |
| $830,000 |
| $130,000 |
| $338,000 |
| $23,065 |
| $23,700 |
| $702,000 |
| $39,000 |
| $7,150 |
| $104,000 |
| $14,000 |
| $13,213 |
| $4,020,750,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Diseño de pavimento por unidad homogénea de diseño, según cbr y tránsito | 6 | 3,900,000 | 23,400,000 |
Salario mínimo mensual vigente, base | 18 | 1,300,000 | 23,400,000 |
Valor Adicional: | 23,400,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Subbase triturada de 2" x 1 m3 | 4200 | 125,200 | 525,840,000 |
Base granular de 1 1/2" x m3 | 4200 | 126,550 | 531,510,000 |
Asfalto 60/70 por tonelada | 1400 | 2,100,000 | 2,940,000,000 |
Valor Adicional: | 3,997,350,000 |
| $163,550 |
| $18,850,900 |
| $99,300 |
| $520,000 |
| $28,597 |
| $19,900 |
| $166,000 |
| $69,300 |
| $702,000 |
| $190,000 |
| $7,720,000 |
| $93,400 |
| $520,000 |
| $91,000 |
| $13,000 |
| $130,000 |
| $33,650 |
| $465,000,000 |
| $260,000 |
| $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 |
| $140,813 |
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 |
| $104,000 |
| $12,843,900 |
| $1,650,000 |
| $104,000 |
| $173,750 |
| $3,300,000 |
| $336,000 |
| $518,000 |
| $169,000 |
| $2,168,000 |
| $102,700 |
| $53,095 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Agua para la obra 1 litro | 5 | 36 | 182 |
Salario mínimo mensual vigente, base | 0.00014 | 1,300,000 | 182 |
Cemento Blanco x 1 Kg | 4 | 2,340 | 9,360 |
Cuadrilla de albañileria x 1 Hora | 1.2 | 24,504 | 29,405 |
Oficial de construcción x hora | 1.2 | 15,397 | 18,476 |
Ayudante de construcción x 1 hora | 1.2 | 9,108 | 10,929 |
Granito de marmol blanco bulto de 35 Kg | 0.06 | 69,650 | 4,179 |
marmolina x 5 Kg | 0.4 | 6,900 | 2,760 |
Cuadrilla de albañileria x 1 Hora | 0.12 | 24,504 | 2,941 |
Oficial de construcción x hora | 0.12 | 15,397 | 1,848 |
Ayudante de construcción x 1 hora | 0.12 | 9,108 | 1,093 |
Pulidora de 9" 6500 RPM 2700W | 0.005 | 853,600 | 4,268 |
Valor Adicional: | 53,095 |
| $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 |
| $23,065 |
| $22,400 |
| $777,400 |
| $12,507,952 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sikaguard 68 Blanco Brillante | 2 | 699,000 | 1,398,000 |
Sikaplan®-12 NTR | 2 | 2,990,000 | 5,980,000 |
Sikatop - Seal 107 20 kilos | 6 | 184,900 | 1,109,400 |
Geotextil no tejido NT-1800 | 0.2 | 2,422,700 | 484,540 |
Valor Adicional: | 8,971,940 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Administración | 940000 | 1 | 940,000 |
Valor Adicional: | 940,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Imprevistos | 940000 | 1 | 940,000 |
Valor Adicional: | 940,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Utilidad | 470000 | 1 | 470,000 |
Valor Adicional: | 470,000 |
| $18,850,900 |
| $97,500 |
| $109,200 |
| $85,000 |
| $103,750 |
| $167,000 |
| $195,200 |
| $144,300 |
| $50,000 |
| $147,200 |
| $45,350 |
| $325,000 |
| $120,600 |
| $107,900 |
| $69,850 |
| $112,600 |
| $95,100 |
| $7,500 |
| $91,000 |
| $1,070,000 |
| $111,450 |
| $79,900,000 |
| $50,000 |
| $50,000 |
| $91,000 |
| $83,200 |
| $40,000 |
| $350,150 |
| $338,250 |
| $101,950 |
| $10,400,000 |
| $2,535,000 |
| $54,900 |
| $59,950 |
| $48,350 |
| $445,300 |
| $292,950 |
| $88,600 |
| $54,500 |
| $70,350 |
| $234,000 |
| $2,625,000 |
| $9,999,000 |
| $235,600 |
| $690,000 |
| $28,800 |
| $50,000 |
| $178,500 |
| $113,000 |
| $95,019 |
| $475,400 |
| $50,000 |
| $38,130 |
| $56,450 |
| $1,469,000 |
| $294,970 |
| $6,845 |
| $1,735,050 |
| $980,500 |
| $12,350,000 |
| $13,270,000 |
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.