| $4,500,000 |
| $409,500 |
| $35,800 |
| $33,450 |
| $35,200 |
| $140,600 |
| $33,400 |
| $6,550,000 |
| $36,500 |
| $36,500 |
| $5,561,000 |
| $3,203,250 |
| $20,900 |
| $364,000 |
| $25,200 |
| $37,950 |
| $7,650,000 |
| $23,113 |
| $68,550 |
| $1,179,880 |
| $21,100 |
| $55,500 |
| $17,963,700 |
| $50,000 |
| $33,300 |
| $40,079 |
| $57,950 |
| $1,489,000 |
| $50,500 |
| $47,000 |
| $22,150 |
| $78,000 |
| $140,850 |
| $7,700 |
| $3,203,250 |
| $91,450 |
| $6,000,000 |
| $78,700 |
| $42,900 |
| $3,946,500 |
| $2,391,250 |
| $39,000,000 |
| $63,100 |
| $45,500 |
| $90,300 |
| $29,450 |
| $102,100 |
| $35,900 |
| $34,150 |
| $121,250 |
| $176,200 |
| $23,313 |
| $32,050 |
| $3,087,250 |
| $32,900 |
| $58,100 |
| $110,500 |
| $693,650 |
| $755,000 |
| $174,200 |
| $308,000 |
| $1,800 |
| $102,700 |
| $83,900 |
| $1,581,250 |
| $182,832,000 |
| $4,845,400 |
| $28,000 |
| $582,500 |
| $50,000 |
| $1,481,850 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 34.2 | 43,329 | 1,481,852 |
Salario mínimo mensual vigente, base | 1.139886 | 1,300,000 | 1,481,852 |
Valor Adicional: | 1,481,852 |
| $143,000 |
| $155,000 |
| $451,000 |
| $1,066,110 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 1.176 | 95,019 | 111,742 |
Arena lavada de río 6 m3 | 0.1960392 | 570,000 | 111,742 |
Cemento 1 Kg | 735 | 798 | 586,530 |
Cemento, bulto de 50 Kg | 14.7 | 39,900 | 586,530 |
Triturado de 3/4" x 1 m3 | 1.764 | 150,500 | 265,482 |
Grava 3/4" x 6 m3 | 0.29400000588 | 903,000 | 265,482 |
Agua para la obra 1 litro | 399 | 36 | 14,524 |
Salario mínimo mensual vigente, base | 0.011172 | 1,300,000 | 14,524 |
Valor Adicional: | 978,278 |
| $39,000 |
| $34,000 |
| $50,000 |
| $950,000 |
| $16,954,250 |
| $936,850 |
| $1,075,000 |
| $260,000 |
| $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 |
| $17,332 |
| $26,000 |
| $105,300 |
| $85,500 |
| $579,600 |
| $300,000 |
| $35,000 |
| $100,000 |
| $6,150,000 |
| $195,000 |
| $27,000 |
| $198,448 |
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 |
| $75,000 |
| $50,000 |
| $32,500 |
| $30,050 |
| $47,000 |
| $38,850 |
| $430,000 |
| $95,144,000 |
| $87,000 |
| $70,200 |
| $69,000 |
| $61,000 |
| $20,907 |
| $61,880 |
| $266,000 |
| $702,000 |
| $262,000 |
| $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 |
| $14,299 |
| $874,550 |
| $27,500 |
| $91,000 |
| $1,350,000 |
| $50,000 |
| $36,450 |
| $499,900 |
| $400,000 |
| $130,000 |
| $145,000 |
| $105,300 |
| $7,000,000 |
| $103,900 |
| $31,600 |
| $2,300,000 |
| $260,000 |
| $106,600 |
| $96,500 |
| $3,400,000 |
| $238,000 |
| $273,000 |
| $1,550,000 |
| $182,000 |
| $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 |
| $47,400 |
| $25,000 |
| $41,550 |
| $969,000 |
| $97,500 |
| $146,875 |
| $28,400 |
| $85,000 |
| $543,900 |
| $105,300 |
| $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 |
| $672,000 |
| $119,000 |
| $39,500 |
| $63,310 |
| $302,800 |
| $13,213 |
| $325,000 |
| $97,500 |
| $99,250 |
| $134,550 |
| $99,900 |
| $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 |
| $106,600 |
| $35,150 |
| $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 |
| $8,666 |
| $18,250 |
| $57,194 |
| $8,666 |
| $50,000 |
| $107,900 |
| $139,600 |
| $293,700 |
| $350,000 |
| $35,800 |
| $28,150 |
| $599,000 |
| $45,250 |
| $202,500 |
| $33,400 |
| $550,000 |
| $13,900 |
| $97,500 |
| $4,443,150 |
| $24,000 |
| $28,200 |
| $5,043 |
| $30,500 |
| $24,100 |
| $42,500 |
| $361,400 |
| $90,000 |
| $307,950 |
| $150,000 |
| $62,050 |
| $70,200 |
| $20,280 |
| $2,100,000 |
| $93,400 |
| $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 |
| $955,000 |
| $180,950 |
| $49,050 |
| $21,550 |
| $1,554,800 |
| $67,950 |
| $48,350 |
| $296,000 |
| $357,000 |
| $319,100 |
| $28,200 |
| $197,200 |
| $187,350 |
| $57,900 |
| $1,527,450 |
| $76,000 |
| $6,760 |
| $221,150 |
| $93,077 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla de cableado estructurado x 1 hora | 0.63 | 43,329 | 27,297 |
Salario diario vigente | 0.63 | 43,329 | 27,297 |
plato para keystone jack | 1 | 27,300 | 27,300 |
Cuadrilla de cableado estructurado x 1 hora | 0.063 | 43,329 | 2,730 |
Salario diario vigente | 0.063 | 43,329 | 2,730 |
Jack rj 45 de Conexión cat 6 | 1 | 35,750 | 35,750 |
Valor Adicional: | 93,077 |
| $386,450 |
| $20,370,000 |
| $36,000 |
| $28,200 |
| $91,700 |
| $41,400 |
| $3,499,000 |
| $111,800 |
| $96,000,000 |
| $22,400 |
| $34,250 |
| $795,000 |
| $78,000 |
| $4,200 |
| $28,000 |
| $47,250 |
| $28,350 |
| $50,600 |
| $1,235,000 |
| $1,287,000 |
| $58,000 |
| $91,000 |
| $1,190,046 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 1.2 | 95,019 | 114,023 |
Arena lavada de río 6 m3 | 0.20004 | 570,000 | 114,023 |
Cemento 1 Kg | 1000 | 798 | 798,000 |
Cemento, bulto de 50 Kg | 20 | 39,900 | 798,000 |
Triturado de 3/4" x 1 m3 | 1.2 | 150,500 | 180,600 |
Grava 3/4" x 6 m3 | 0.200000004 | 903,000 | 180,600 |
Valor Adicional: | 1,092,623 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.14 | 578,347 | 80,969 |
Salario mínimo mensual vigente, incluyendo complementos | 0.037338 | 2,168,530 | 80,969 |
Oficial de construcción x hora | 0.14 | 15,397 | 2,156 |
Salario mínimo mensual vigente, incluyendo complementos | 0.000994 | 2,168,530 | 2,156 |
Valor Adicional: | 83,124 |
| $250,400 |
| $37,150 |
| $2,855,000 |
| $130,000 |
| $4,420,000 |
| $123,500,000 |
| $28,200 |
| $50,600 |
| $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 |
| $190,250 |
| $261,100 |
| $36,500 |
| $119,600 |
| $30,200 |
| $143,200 |
| $63,100 |
| $30,550 |
| $56,200 |
| $1,574,907 |
| $31,000 |
| $11,000 |
| $28,200 |
| $41,400 |
| $777,000 |
| $51,250 |
| $0 |
| $501,650 |
| $195,000 |
| $299,900 |
| $2,100,000 |
| $39,850 |
| $88,600 |
| $65,650 |
| $207,300 |
| $1,855,031,403 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 3 | 1,112,456 | 3,337,368 |
Hora de ingeniero | 90 | 37,082 | 3,337,368 |
Puente, diseño estructural x 1 m2 | 366 | 246,975 | 90,392,960 |
Salario diario vigente | 2086.2 | 43,329 | 90,392,960 |
Valor Adicional: | 93,730,327 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-50 tipo perfil x 1 Kg | 105000 | 8,050 | 845,250,000 |
Soldador mano de obra x hora | 26250 | 16,640 | 436,800,000 |
Salario mínimo mensual vigente, base | 336 | 1,300,000 | 436,800,000 |
Valor Adicional: | 1,282,050,000 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Concreto (3000 psi) 20.7 MPa x 1 m3, mezclado en obra | 45 | 533,055 | 23,987,487 |
Arena lavada de río 1 m3 | 26.46 | 95,019 | 2,514,203 |
Cemento 1 Kg | 16537.5 | 798 | 13,196,925 |
Triturado de 3/4" x 1 m3 | 39.69 | 150,500 | 5,973,345 |
Agua para la obra 1 litro | 8977.5 | 36 | 326,781 |
Mezcladora 1 bulto, alquiler x hora | 21.6 | 7,150 | 154,440 |
Cuadrilla 7 (8 obreros) x jornal | 3.15 | 578,347 | 1,821,793 |
Acero G-60 x 1 Kg | 39000 | 5,200 | 202,800,000 |
Valor Adicional: | 226,787,487 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Replanteo Arquitectónico X 1 m2 | 600 | 10,038 | 6,022,587 |
Cuerda de Nylon 100 m x 0,50 mm | 30 | 50,900 | 1,527,000 |
Estaca de Madera Ø=0.05 L=0.60 m | 300 | 6,100 | 1,830,000 |
| 6 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 9.84 | 24,504 | 241,123 |
| 0 | 0 | 0 |
Cuadrilla de albañileria x 1 Hora | 98.94 | 24,504 | 2,424,464 |
Transporte 1 metro cúbico por 1 kilómetro m3/Km | 0 | 5,200 | 0 |
Estudio de suelos y geotecnia desde | 3 | 4,147,000 | 12,441,000 |
Perforación mecánica en suelo granular, incluye ensayos de clasificación metro a metro | 9 | 650,000 | 5,850,000 |
Ensayo SPT | 3 | 247,000 | 741,000 |
Informe Geotécnico y recomendaciones de construcción | 3 | 1,950,000 | 5,850,000 |
Valor Adicional: | 18,463,587 |
| $21,000 |
| $107,328 |
| $110,063,000 |
| $5,950,000 |
| $28,000 |
| $8,000,000 |
| $31,200 |
| $220,050 |
| $78,950 |
| $26,350 |
| $41,400 |
| $2,503,200 |
| $23,065 |
| $54,750 |
| $470,750 |
| $23,500 |
| $23,065 |
| $58,730 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Canaleta 60 mm x 40 mm y 2 m de longitud | 0.5 | 42,500 | 21,250 |
Anclaje, chazo plástico 1/4" x 1 1/4" con tornillo, 1000 unidades | 0.0003 | 145,950 | 44 |
Cuadrilla de cableado estructurado x 1 hora | 0.54 | 43,329 | 23,398 |
Salario diario vigente | 0.54 | 43,329 | 23,398 |
Cuadrilla de cableado estructurado x 1 hora | 0.054 | 43,329 | 2,340 |
Salario diario vigente | 0.054 | 43,329 | 2,340 |
Cuadrilla de cableado estructurado x 1 hora | 0.27 | 43,329 | 11,699 |
Salario diario vigente | 0.27 | 43,329 | 11,699 |
Valor Adicional: | 58,730 |
| $4,549,545 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 105 | 43,329 | 4,549,545 |
Salario mínimo mensual vigente, base | 3.49965 | 1,300,000 | 4,549,545 |
Valor Adicional: | 4,549,545 |
| $78,500 |
| $30,900 |
| $368,000 |
| $78,000 |
| $95,500 |
| $5,850,000 |
| $126,800 |
| $50,000 |
| $441,500 |
| $54,400 |
| $124,020 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 23.85 | 5,200 | 124,020 |
Valor Adicional: | 124,020 |
| $571,700 |
| $15,900 |
| $22,347 |
Los productos marcados con *** no estan disponibles en cantidad que quiere.
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