| $762,350 |
| $35,200 |
| $2,119,000 |
| $1,250,000 |
| $812,000 |
| $1,520,000 |
| $1,990,000 |
| $1,399,900 |
| $415,600 |
| $5,326,100 |
| $28,250 |
| $33,400 |
| $21,850 |
| $73,650 |
| $59,250 |
| $55,000 |
| $60,650 |
| $26,850 |
| $54,600 |
| $36,000 |
| $325,750 |
| $44,300 |
| $39,500 |
| $28,100 |
| $208,000 |
| $83,750 |
| $13,703,500 |
| $70,000 |
| $143,300 |
| $681,500 |
| $96,500 |
| $36,000 |
| $124,000 |
| $355,000 |
| $99,000 |
| $95,550 |
| $230,500 |
| $64,500 |
| $32,000 |
| $32,500 |
| $26,100 |
| $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 |
| $88,550 |
| $1,220,700 |
| $28,200 |
| $2,499,000 |
| $28,300 |
| $247,000 |
| $4,549,600 |
| $2,990,000 |
| $25,400 |
| $24,750 |
| $0 |
| $97,500 |
| $1,560,000 |
| $325,000 |
| $1,950,000 |
| $650,000 |
| $1,250,000 |
| $33,000 |
| $6,921,250 |
| $3,160,000 |
| $30,000 |
| $2,777,000 |
| $325,900 |
| $5,239,000 |
| $5,000 |
| $112,970 |
| $865,000 |
| $58,500 |
| $3,990,000 |
| $5,830,000 |
| $770,000 |
| $1,655,000 |
| $468,900 |
| $7,581 |
| $54,900 |
| $150,000 |
| $46,650 |
| $82,200 |
| $16,300,000 |
| $29,950 |
| $232,618 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sistema, Panel x 1 m2 x 0.04 m | 1.05 | 56,500 | 59,325 |
Malla plana RG2 | 0.4 | 5,350 | 2,140 |
Malla RGU 80 | 0.5 | 6,500 | 3,250 |
Malla angular RG1 | 0.5 | 6,700 | 3,350 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.055 | 473,449 | 26,040 |
Arena lavada de río 1 m3 | 0.0704 | 95,019 | 6,689 |
Cemento 1 Kg | 21.01 | 798 | 16,766 |
Agua para la obra 1 litro | 13.2 | 36 | 480 |
Ayudante de construcción x 1 hora | 0.011 | 9,108 | 100 |
Ayudante de construcción x 1 hora | 0.22 | 9,108 | 2,004 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.258 | 31,013 | 8,001 |
Acero G-60 x 1 Kg | 1.538712 | 5,200 | 8,001 |
Valor Adicional: | 102,106 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 5 | 5,200 | 26,000 |
Salario mínimo mensual vigente, base | 0.02 | 1,300,000 | 26,000 |
Transporte 1 tonelada x 1 kilómetro | 0.04 | 3,900 | 156 |
Salario mínimo mensual vigente, base | 0.00012 | 1,300,000 | 156 |
Valor Adicional: | 26,156 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 0.1 | 232,618 | 23,262 |
Sistema, Panel x 1 m2 x 0.04 m | 0.105 | 56,500 | 5,933 |
Malla plana RG2 | 0.04 | 5,350 | 214 |
Malla RGU 80 | 0.05 | 6,500 | 325 |
Malla angular RG1 | 0.05 | 6,700 | 335 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.0055 | 473,449 | 2,604 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.0258 | 31,013 | 800 |
Cuadrilla de instalaciones x 1 Hora | 0.01508 | 26,955 | 406 |
Cuadrilla de instalaciones x 1 Hora | 0.1508 | 26,955 | 4,065 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.5 | 5,200 | 2,600 |
Transporte 1 tonelada x 1 kilómetro | 0.004 | 3,900 | 16 |
Muro panel doble cara x 1 m2 | 0.01 | 232,618 | 2,326 |
Muro panel doble cara x 1 m2 | 0.01 | 232,618 | 2,326 |
Muro panel doble cara x 1 m2 | 0.005 | 232,618 | 1,163 |
Muro panel doble cara x 1 m2 | 0.00064 | 232,618 | 149 |
Valor Adicional: | 23,262 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 0.1 | 232,618 | 23,262 |
Sistema, Panel x 1 m2 x 0.04 m | 0.105 | 56,500 | 5,933 |
Malla plana RG2 | 0.04 | 5,350 | 214 |
Malla RGU 80 | 0.05 | 6,500 | 325 |
Malla angular RG1 | 0.05 | 6,700 | 335 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.0055 | 473,449 | 2,604 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.0258 | 31,013 | 800 |
Cuadrilla de instalaciones x 1 Hora | 0.01508 | 26,955 | 406 |
Cuadrilla de instalaciones x 1 Hora | 0.1508 | 26,955 | 4,065 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.5 | 5,200 | 2,600 |
Transporte 1 tonelada x 1 kilómetro | 0.004 | 3,900 | 16 |
Muro panel doble cara x 1 m2 | 0.01 | 232,618 | 2,326 |
Muro panel doble cara x 1 m2 | 0.01 | 232,618 | 2,326 |
Muro panel doble cara x 1 m2 | 0.005 | 232,618 | 1,163 |
Muro panel doble cara x 1 m2 | 0.00064 | 232,618 | 149 |
Valor Adicional: | 23,262 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 0.05 | 232,618 | 11,631 |
Sistema, Panel x 1 m2 x 0.04 m | 0.0525 | 56,500 | 2,966 |
Malla plana RG2 | 0.02 | 5,350 | 107 |
Malla RGU 80 | 0.025 | 6,500 | 163 |
Malla angular RG1 | 0.025 | 6,700 | 168 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.00275 | 473,449 | 1,302 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.0129 | 31,013 | 400 |
Cuadrilla de instalaciones x 1 Hora | 0.00754 | 26,955 | 203 |
Cuadrilla de instalaciones x 1 Hora | 0.0754 | 26,955 | 2,032 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.25 | 5,200 | 1,300 |
Transporte 1 tonelada x 1 kilómetro | 0.002 | 3,900 | 8 |
Muro panel doble cara x 1 m2 | 0.005 | 232,618 | 1,163 |
Muro panel doble cara x 1 m2 | 0.005 | 232,618 | 1,163 |
Muro panel doble cara x 1 m2 | 0.0025 | 232,618 | 582 |
Muro panel doble cara x 1 m2 | 0.00032 | 232,618 | 74 |
Valor Adicional: | 11,631 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 0.0064 | 232,618 | 1,489 |
Sistema, Panel x 1 m2 x 0.04 m | 0.00672 | 56,500 | 380 |
Malla plana RG2 | 0.00256 | 5,350 | 14 |
Malla RGU 80 | 0.0032 | 6,500 | 21 |
Malla angular RG1 | 0.0032 | 6,700 | 21 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.000352 | 473,449 | 167 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.0016512 | 31,013 | 51 |
Cuadrilla de instalaciones x 1 Hora | 0.00096512 | 26,955 | 26 |
Cuadrilla de instalaciones x 1 Hora | 0.0096512 | 26,955 | 260 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.032 | 5,200 | 166 |
Transporte 1 tonelada x 1 kilómetro | 0.000256 | 3,900 | 1 |
Muro panel doble cara x 1 m2 | 0.00064 | 232,618 | 149 |
Muro panel doble cara x 1 m2 | 0.00064 | 232,618 | 149 |
Muro panel doble cara x 1 m2 | 0.00032 | 232,618 | 74 |
Muro panel doble cara x 1 m2 | 4.096E-5 | 232,618 | 10 |
Valor Adicional: | 1,489 |
| $45,250 |
| $779,000 |
| $261,100 |
| $25,900 |
| $52,900 |
| $740,925 |
| $49,000 |
| $0 |
| $4,810,000 |
| $30,200 |
| $55,150 |
| $35,750 |
| $5,350 |
| $49,900 |
| $310,900 |
| $34,250 |
| $193,250 |
| $70,000 |
| $6,700 |
| $114,700 |
| $174,200 |
| $309,500 |
| $49,900 |
| $15,000,000 |
| $54,900 |
| $707,325 |
| $26,150 |
| $249,300 |
| $777,400 |
| $220,050 |
| $35,650 |
| $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 |
| $40,600 |
| $25,300 |
| $29,700 |
| $440,400 |
| $170,150 |
| $27,016 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.4 | 5,200 | 2,080 |
Salario mínimo mensual vigente, base | 0.0016 | 1,300,000 | 2,080 |
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: | 3,640 |
| $18,500,000 |
| $777 |
| $266,947 |
| $58,350 |
| $149,000 |
| $14,100 |
| $261,150 |
| $257,000 |
| $273,000 |
| $427,650 |
| $164,950 |
| $42,000 |
| $50,000 |
| $70,000 |
| $89,350 |
| $42,550 |
| $37,700 |
| $2,174,000 |
| $29,450 |
| $36,500 |
| $33,400 |
| $47,572,000 |
| $55,550 |
| $64,450 |
| $37,800 |
| $45,500 |
| $182,832,000 |
| $127,900 |
| $66,500 |
| $176,200 |
| $137,100 |
| $35,900 |
| $240,000 |
| $140,800 |
| $50,000 |
| $95,000 |
| $23,313 |
| $2,350,600 |
| $22,500 |
| $105,300 |
| $54,250 |
| $624,945,100 |
| $94,000 |
| $86,750 |
| $4,559,900 |
| $138,500 |
| $507,250 |
| $36,500 |
| $2,250,000 |
| $105,500 |
| $3,019,500 |
| $37,950 |
| $24,600 |
| $518,000 |
| $6,228,000 |
| $148,000 |
| $669,850 |
| $777,000 |
| $79,000 |
| $30,900 |
| $173,850 |
| $42,650 |
| $86,050 |
| $61,950 |
| $28,450 |
| $43,000 |
| $471,500 |
| $36,550 |
| $35,500 |
| $617,005 |
| $124,100 |
| $30,800 |
| $19,990,000 |
| $109,800 |
| $616,700 |
| $31,750 |
| $86,200 |
| $142,700 |
| $444,750 |
| $1,313,900 |
| $35,500 |
| $234,700 |
| $77,200 |
| $294,970 |
| $546,650 |
| $565,500 |
| $12,350,000 |
| $75,500 |
| $27,650 |
| $155,150 |
| $450,000 |
| $430,000 |
| $286,000 |
| $25,650 |
| $105,300 |
| $77,000 |
| $113,975,000 |
| $41,900 |
| $124,020 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 23.85 | 5,200 | 124,020 |
Valor Adicional: | 124,020 |
| $89,600 |
| $97,500 |
| $43,700 |
| $256,000 |
| $469,700 |
| $90,900 |
| $82,900 |
| $2,028,800 |
| $795,000 |
| $133,200 |
| $584,000 |
| $55,000 |
| $35,500 |
| $78,000 |
| $104,000 |
| $1,200,000 |
| $39,450 |
| $830,000 |
| $29,700 |
| $7,550 |
| $260,000 |
| $53,600 |
| $151,550 |
| $905,000 |
| $79,900 |
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.