| $93,700 |
| $132,000 |
| $736,500 |
| $68,400 |
| $29,900 |
| $350,000 |
| $134,550 |
| $344,000 |
| $85,500 |
| $28,850 |
| $402,550 |
| $34,509 |
| $293,700 |
| $654,000 |
| $139,600 |
| $259,000 |
| $106,600 |
| $833,700 |
| $199,450 |
| $629,400 |
| $702,000 |
| $35,800 |
| $42,250 |
| $63,310 |
| $451,000 |
| $0 |
| $418,000 |
| $499,900 |
| $61,000 |
| $36,250 |
| $16,954,250 |
| $31,850 |
| $84,500 |
| $88,900 |
| $73,950 |
| $54,900 |
| $24,900 |
| $560,000 |
| $357,800 |
| $50,050 |
| $32,950 |
| $143,000 |
| $330,000 |
| $41,400 |
| $31,750 |
| $223,500 |
| $51,200 |
| $220,400 |
| $65,300 |
| $91,750 |
| $550,000 |
| $87,700 |
| $56,900 |
| $423,000 |
| $650,000 |
| $750,000 |
| $220,000 |
| $269,000 |
| $589,940 |
| $31,950 |
| $175,500 |
| $79,800 |
| $269,000 |
| $190,000 |
| $27,250 |
| $370,000 |
| $325,000 |
| $91,000 |
| $234,000 |
| $364,000 |
| $3,800,000 |
| $250,000 |
| $143,000 |
| $50,700 |
| $49,150 |
| $42,300 |
| $82,900 |
| $163,000 |
| $149,900 |
| $88,600 |
| $234,000 |
| $380,000 |
| $89,500 |
| $125,500 |
| $107,700 |
| $40,150 |
| $89,350 |
| $163,100 |
| $565,500 |
| $121,750 |
| $37,700 |
| $283,500 |
| $192,000 |
| $52,900 |
| $471,500 |
| $31,200 |
| $45,700 |
| $31,250 |
| $440,000 |
| $223,000 |
| $37,450 |
| $94,300 |
| $52,950 |
| $143,300 |
| $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 |
| $83,750 |
| $83,900 |
| $208,000 |
| $48,500 |
| $145,500 |
| $78,500 |
| $153,300 |
| $85,900 |
| $42,250 |
| $30,000 |
| $33,400 |
| $400,000 |
| $132,000 |
| $55,000 |
| $124,020 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Acero G-60 x 1 Kg | 23.85 | 5,200 | 124,020 |
Valor Adicional: | 124,020 |
| $90,700 |
| $533,100 |
| $664,500 |
| $97,500 |
| $33,000 |
| $13,270,000 |
| $97,500 |
| $184,900 |
| $39,600 |
| $338,000 |
| $4,760,500 |
| $4,845,400 |
| $91,900 |
| $260,000 |
| $38,350 |
| $2,535,000 |
| $445,300 |
| $576,791 |
| $165,750 |
| $67,050 |
| $112,600 |
| $106,550 |
| $72,150 |
| $83,200 |
| $98,250 |
| $371,000 |
| $1,070,000 |
| $50,000 |
| $350,150 |
| $690,800 |
| $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 |
| $456,000 |
| $53,400 |
| $98,250 |
| $935,000 |
| $29,850 |
| $126,000 |
| $167,000 |
| $5,200 |
| $98,250 |
| $208,000 |
| $2,990,000 |
| $6,845 |
| $1,427,500 |
| $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 |
| $68,312 |
Descripción | Cantidad | Valor Unitario | Valor Total |
Codo 90 x 4" cxc sanitaria Pavco caja de 6 unidades | 0.17 | 78,000 | 13,260 |
Cuadrilla de albañileria x 1 Hora | 2 | 24,504 | 49,009 |
Oficial de construcción x hora | 2 | 15,397 | 30,793 |
Ayudante de construcción x 1 hora | 2 | 9,108 | 18,216 |
Limpiador para PVC 1/4 de galón | 0.0376 | 99,000 | 3,722 |
Soldadura para PVC DE 1/4 de Galón | 0.0313 | 74,150 | 2,321 |
Vinilo tipo 2 Vinilux | 0 | 199,700 | 0 |
Valor Adicional: | 68,312 |
| $87,000 |
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.