| $52,000,000 |
| $123,500,000 |
| $65,300 |
| $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 |
| $120,000 |
| $998,000 |
| $78,000 |
| $372,060 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 71.55 | 5,200 | 372,060 |
Valor Adicional: | 372,060 |
| $2,380,250 |
| $104,000 |
| $935,000 |
| $104,000 |
| $260,000 |
| $1,550,000 |
| $693,650 |
| $600,000,000 |
| $6,845 |
| $319,100 |
| $982,400 |
| $468,000 |
| $336,100 |
| $91,900 |
| $587,400 |
| $28,200 |
| $100,000 |
| $28,200 |
| $28,200 |
| $28,200 |
| $2,028,800 |
| $582,500 |
| $63,100 |
| $28,000 |
| $210,800 |
| $2,535,000 |
| $336,000 |
| $28,200 |
| $2,422,700 |
| $50,000 |
| $38,350 |
| $72,150 |
| $106,550 |
| $145,000 |
| $1,560,000 |
| $126,000 |
| $165,000 |
| $50,450 |
| $79,100,000 |
| $39,600 |
| $63,200 |
| $98,250 |
| $576,791 |
| $1,101,600 |
| $67,050 |
| $112,600 |
| $1,150,000 |
| $1,575,000 |
| $1,975,000 |
| $98,250 |
| $39,200 |
| $33,000 |
| $378,150 |
| $49,050 |
| $85,200 |
| $69,000 |
| $40,900 |
| $261,350 |
| $248,900 |
| $4,551 |
| $38,400 |
| $41,400 |
| $134,550 |
| $45,000 |
| $317,600 |
| $247,000 |
| $361,400 |
| $195,000 |
| $32,550 |
| $63,200 |
| $59,100 |
| $84,150 |
| $47,000 |
| $684,000 |
| $54,150 |
| $35,800 |
| $58,492 |
| $73,800 |
| $40,150 |
| $3,800,000 |
| $130,000 |
| $32,550 |
| $1,000,000 |
| $186,500 |
| $344,600 |
| $83,400 |
| $48,050 |
| $32,050 |
| $18,300 |
| $39,300 |
| $256,900 |
| $80,500 |
| $75,000 |
| $77,250 |
| $65,000 |
| $31,600 |
| $50,900 |
| $30,250 |
| $106,500 |
| $118,600 |
| $899,000 |
| $49,100 |
| $86,200 |
| $217,450 |
| $79,000 |
| $360,000 |
| $130,000 |
| $34,200 |
| $28,000 |
| $34,100 |
| $0 |
| $6,100 |
| $69,900 |
| $825,900 |
| $47,600 |
| $41,400 |
| $249,000 |
| $61,700 |
| $286,000 |
| $34,750 |
| $38,200 |
| $25,500 |
| $41,000 |
| $43,700 |
| $32,150 |
| $75,000 |
| $454,000 |
| $44,047 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Adaptador PVC macho roscado presión de 1/2" x 10 unidades | 0.2 | 20,300 | 4,060 |
Cinta de teflón de 1/2" x 8 m PTFE THREAD, caja de 10 unidades | 0.05 | 30,700 | 1,535 |
Codo PVC 90° presión de 1/2" x 10 unidades | 0.1 | 45,000 | 4,500 |
Soldadura para PVC 1/4 de galón | 0.04 | 53,500 | 2,140 |
Tubo liso presión 1/2" RDE 9, 3 m, 8 unidades | 0.015 | 77,000 | 1,155 |
Valor Adicional: | 13,390 |
| $80,600 |
| $23,450 |
| $55,750 |
| $10,400,000 |
| $0 |
| $127,900 |
| $37,900 |
| $104,000 |
| $87,500 |
| $119,600 |
| $48,200 |
| $33,750 |
| $425,700 |
| $10,192,000 |
| $150,000 |
| $8,050 |
| $61,950 |
| $58,550 |
| $125,200 |
| $172,000 |
| $45,000 |
| $563,839 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Arena lavada de río 1 m3 | 0.6 | 95,019 | 57,011 |
Arena lavada de río 6 m3 | 0.10002 | 570,000 | 57,011 |
Cemento 1 Kg | 420 | 798 | 335,160 |
Cemento, bulto de 50 Kg | 8.4 | 39,900 | 335,160 |
Triturado de 3/4" x 1 m3 | 0.6 | 150,500 | 90,300 |
Grava 3/4" x 6 m3 | 0.100000002 | 903,000 | 90,300 |
Valor Adicional: | 482,471 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Cuadrilla 7 (8 obreros) x jornal | 0.125 | 578,347 | 72,293 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0333375 | 2,168,530 | 72,293 |
Oficial de construcción x hora | 0.125 | 15,397 | 1,925 |
Salario mínimo mensual vigente, incluyendo complementos | 0.0008875 | 2,168,530 | 1,925 |
Valor Adicional: | 74,218 |
| $64,800 |
| $31,500 |
| $125,200 |
| $1,234,875 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Salario diario vigente | 28.5 | 43,329 | 1,234,877 |
Salario mínimo mensual vigente, base | 0.949905 | 1,300,000 | 1,234,877 |
Valor Adicional: | 1,234,877 |
| $134,000 |
| $41,700 |
| $182,832,000 |
| $97,500 |
| $78,500 |
| $33,400 |
| $170,000 |
| $80,050 |
| $97,500 |
| $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 |
| $252,000 |
| $99,000 |
| $8,636,000 |
| $618,343,801 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Puente Bailey, servicio de Elaboración del presupuesto de construcción | 1 | 1,112,456 | 1,112,456 |
Hora de ingeniero | 30 | 37,082 | 1,112,456 |
Puente, diseño estructural x 1 m2 | 122 | 246,975 | 30,130,987 |
Salario diario vigente | 695.4 | 43,329 | 30,130,987 |
Valor Adicional: | 31,243,442 |
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 |
| $189,950 |
| $195,000 |
| $39,400 |
| $132,350 |
| $40,000 |
| $40,000 |
| $87,300 |
| $73,200 |
| $200,000 |
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.