| $202,000 |
| $123,200 |
| $256,000 |
| $497,000 |
| $25,750 |
| $905,000 |
| $1,850,000 |
| $313,000 |
| $375,000 |
| $25,000 |
| $833,700 |
| $35,900 |
| $24,800 |
| $654,000 |
| $1,550,000 |
| $18,250,000 |
| $7,500 |
| $490,000 |
| $418,000 |
| $85,000 |
| $190,000 |
| $402,550 |
| $55,450 |
| $98,000 |
| $29,550 |
| $185,000 |
| $1,895,000 |
| $0 |
| $27,650 |
| $260,000 |
| $35,400 |
| $83,000 |
| $7,581 |
| $110,063,000 |
| $1,300,000 |
| $38,600 |
| $87,900 |
| $34,500 |
| $3,990,000 |
| $59,700 |
| $28,000 |
| $33,100 |
| $286,200 |
| $29,700 |
| $31,200 |
| $30,600 |
| $12,350,000 |
| $6,500 |
| $110,900 |
| $68,150 |
| $43,350 |
| $199,000 |
| $110,200 |
| $101,350 |
| $28,450 |
| $26,550 |
| $108,900 |
| $58,550 |
| $30,250 |
| $10,400,000 |
| $465,236 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Sistema, Panel x 1 m2 x 0.04 m | 2.1 | 56,500 | 118,650 |
Malla plana RG2 | 0.8 | 5,350 | 4,280 |
Malla RGU 80 | 1 | 6,500 | 6,500 |
Malla angular RG1 | 1 | 6,700 | 6,700 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.11 | 473,449 | 52,079 |
Arena lavada de río 1 m3 | 0.1408 | 95,019 | 13,379 |
Cemento 1 Kg | 42.02 | 798 | 33,532 |
Agua para la obra 1 litro | 26.4 | 36 | 961 |
Ayudante de construcción x 1 hora | 0.022 | 9,108 | 200 |
Ayudante de construcción x 1 hora | 0.44 | 9,108 | 4,007 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.516 | 31,013 | 16,003 |
Acero G-60 x 1 Kg | 3.077424 | 5,200 | 16,003 |
Valor Adicional: | 204,212 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 10 | 5,200 | 52,000 |
Salario mínimo mensual vigente, base | 0.04 | 1,300,000 | 52,000 |
Transporte 1 tonelada x 1 kilómetro | 0.08 | 3,900 | 312 |
Salario mínimo mensual vigente, base | 0.00024 | 1,300,000 | 312 |
Valor Adicional: | 52,312 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 0.2 | 232,618 | 46,524 |
Sistema, Panel x 1 m2 x 0.04 m | 0.21 | 56,500 | 11,865 |
Malla plana RG2 | 0.08 | 5,350 | 428 |
Malla RGU 80 | 0.1 | 6,500 | 650 |
Malla angular RG1 | 0.1 | 6,700 | 670 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.011 | 473,449 | 5,208 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.0516 | 31,013 | 1,600 |
Cuadrilla de instalaciones x 1 Hora | 0.03016 | 26,955 | 813 |
Cuadrilla de instalaciones x 1 Hora | 0.3016 | 26,955 | 8,130 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 1 | 5,200 | 5,200 |
Transporte 1 tonelada x 1 kilómetro | 0.008 | 3,900 | 31 |
Muro panel doble cara x 1 m2 | 0.02 | 232,618 | 4,652 |
Muro panel doble cara x 1 m2 | 0.02 | 232,618 | 4,652 |
Muro panel doble cara x 1 m2 | 0.01 | 232,618 | 2,326 |
Muro panel doble cara x 1 m2 | 0.00128 | 232,618 | 298 |
Valor Adicional: | 46,524 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Muro panel doble cara x 1 m2 | 0.2 | 232,618 | 46,524 |
Sistema, Panel x 1 m2 x 0.04 m | 0.21 | 56,500 | 11,865 |
Malla plana RG2 | 0.08 | 5,350 | 428 |
Malla RGU 80 | 0.1 | 6,500 | 650 |
Malla angular RG1 | 0.1 | 6,700 | 670 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.011 | 473,449 | 5,208 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.0516 | 31,013 | 1,600 |
Cuadrilla de instalaciones x 1 Hora | 0.03016 | 26,955 | 813 |
Cuadrilla de instalaciones x 1 Hora | 0.3016 | 26,955 | 8,130 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 1 | 5,200 | 5,200 |
Transporte 1 tonelada x 1 kilómetro | 0.008 | 3,900 | 31 |
Muro panel doble cara x 1 m2 | 0.02 | 232,618 | 4,652 |
Muro panel doble cara x 1 m2 | 0.02 | 232,618 | 4,652 |
Muro panel doble cara x 1 m2 | 0.01 | 232,618 | 2,326 |
Muro panel doble cara x 1 m2 | 0.00128 | 232,618 | 298 |
Valor Adicional: | 46,524 |
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 | 0.0128 | 232,618 | 2,978 |
Sistema, Panel x 1 m2 x 0.04 m | 0.01344 | 56,500 | 759 |
Malla plana RG2 | 0.00512 | 5,350 | 27 |
Malla RGU 80 | 0.0064 | 6,500 | 42 |
Malla angular RG1 | 0.0064 | 6,700 | 43 |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.000704 | 473,449 | 333 |
Barra de acero, varilla corrugada 1/2" G-60 número 4 | 0.0033024 | 31,013 | 102 |
Cuadrilla de instalaciones x 1 Hora | 0.00193024 | 26,955 | 52 |
Cuadrilla de instalaciones x 1 Hora | 0.0193024 | 26,955 | 520 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0.064 | 5,200 | 333 |
Transporte 1 tonelada x 1 kilómetro | 0.000512 | 3,900 | 2 |
Muro panel doble cara x 1 m2 | 0.00128 | 232,618 | 298 |
Muro panel doble cara x 1 m2 | 0.00128 | 232,618 | 298 |
Muro panel doble cara x 1 m2 | 0.00064 | 232,618 | 149 |
Muro panel doble cara x 1 m2 | 8.192E-5 | 232,618 | 19 |
Valor Adicional: | 2,978 |
| $35,500 |
| $25,000 |
| $1,447,300 |
| $256,000 |
| $45,550 |
| $17,200,000 |
| $73,800 |
| $54,900 |
| $130,000 |
| $5,350 |
| $49,900 |
| $390,000 |
| $2,915,000 |
| $49,900 |
| $1,560,000 |
| $35,777,000 |
| $23,900 |
| $24,850 |
| $36,250 |
| $69,700 |
| $52,900 |
| $26,650 |
| $589,139 |
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 |
| $35,450 |
| $34,250 |
| $14,100 |
| $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 |
| $884,910 |
| $199,450 |
| $104,000 |
| $0 |
| $26,850 |
| $273,000 |
| $0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
Descripción | Cantidad | Valor Unitario | Valor Total |
| 0 | 0 | 0 |
| 0 | 0 | 0 |
Valor Adicional: | 0 |
| $88,850 |
| $91,000 |
| $42,250 |
| $145,950 |
| $27,300 |
| $32,500 |
| $458,953 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Bisagras de 3" en niquel | 0.76 | 27,250 | 20,710 |
Cuadrilla de carpintería por hora | 10.31 | 38,130 | 393,115 |
Salario diario vigente | 9.0728 | 43,329 | 393,115 |
Pegante colbón 1 galón | 0.25 | 73,000 | 18,250 |
| 0.15 | 0 | 0 |
Tornillo autoperforante de 8 x 5/8" avellanado madera y aglomerados cobrizado BOLSA 100 unidades | 0.05 | 27,950 | 1,398 |
triplex otobo 4 mm | 0.52 | 49,000 | 25,480 |
Valor Adicional: | 458,953 |
| $23,550 |
| $125,200 |
| $25,400 |
| $4,551 |
| $29,300 |
| $34,509 |
| $28,000 |
| $32,550 |
| $45,750 |
| $629,400 |
| $134,000 |
| $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 |
| $153,842 |
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 |
| $28,850 |
| $158,100 |
| $125,200 |
| $55,590 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Mortero 1:4 (desperdicio 5%) x 1 m3 | 0.01 | 473,449 | 4,734 |
Arena lavada de río 1 m3 | 0.0128 | 95,019 | 1,216 |
Cemento 1 Kg | 3.82 | 798 | 3,048 |
Agua para la obra 1 litro | 2.4 | 36 | 87 |
Ayudante de construcción x 1 hora | 0.002 | 9,108 | 18 |
Ayudante de construcción x 1 hora | 0.04 | 9,108 | 364 |
Bloque número 5 | 13.27 | 1,950 | 25,877 |
Valor Adicional: | 30,611 |
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 |
| $261,350 |
| $87,000 |
| $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 |
| $133,200 |
| $49,000 |
| $19,990,000 |
| $31,950 |
| $131,900 |
| $24,900 |
| $103,750 |
| $490,000 |
| $84,850 |
| $1,349,000 |
| $38,400 |
| $55,000 |
| $41,200 |
| $135,750 |
| $32,950 |
| $35,050 |
| $38,390,000 |
| $79,150 |
| $41,400 |
| $275,900 |
| $31,750 |
| $338,250 |
| $220,400 |
| $4,550 |
| $130,750 |
| $29,700 |
| $170,150 |
| $88,900 |
| $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 |
| $22,700 |
| $43,700 |
| $27,250 |
| $73,950 |
| $50,050 |
| $55,150 |
| $2,625,000 |
| $58,750 |
| $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 |
| $75,500 |
| $54,900 |
| $82,900 |
| $56,900 |
| $25,650 |
| $273,000 |
| $1,560,000 |
| $1,652,607 |
| $124,800 |
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.