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Road Bridge Construction Work-Replacement New Building Of The Quenzbrücke Brandenburg Via The Lower Havel-Wasserstraße / Silo Canal At Km 61.35 I.Z.D. Bundesstraße 1 In Brandenburg/Havel. The Subject Of This Tender Is The Demolition And New Building As Well As The Construction Of A Makeshift Bypass Of The Quenzbrücke Brandenburg / Havel In The Course Of The Federal Road (B) 1 Via The Lower Havel-Wasserstraße (Uhw) / Silokanal (Sik) At Uhw-Km 61.35 Wna Magdeburg Is Led With The Internal Abbreviation B71. The Tender Essentially Includes The Following Services: -Technische Processing - Conservation - Protection - Processing Of Building - Building Work, Building Free Setting - Transfer - Transfer Drinking Water Management Of The Stadtwerke Brandenburg - Construction Site Facility (At The Construction Site And On The Pre -Installation Area) - Production Of The Construction Time Bypass North Of The Existing Building Work. Anchorage Of The Bank Pound Walls On The Makeshift Pillars (Approx. 380 M² Of Sheet Piling, Produce Approx. 55 M Belt, Manufacture Approx. 21 Permanent Single -Stations) With Stiffened Construction Pile Modifications (Approx. 370 M² Of Sheet Piling, Produce Approx. 110 M Belt And Stiff) - Installation Of Longitudinal Conversions (Approx. 1500 M² Of Piling Up Sheets, Produce Approx. 100 M Belt, Manufacture Approx. 40 Extensive) - Approx. 5,000 M3 Excavation Overall, Including Recycling / Disposal - Approx. 84 P. Make (Pile Head Panels, Abutment And Wing Walls, Pillars)- Approx. 11,000 M3 Filling Road Ramps By Installation (Approx. Insert 1250 M² Sheet Piling, Produce Approx. 220 M Belt, Manufacture Approx. 100 Single -Sill) - Approx. 2,200 T Of Steel Construction Overbuilding - Approx. 10,000 M2 Corrosion Protection Superstructure New - Main Beam On Pre -Monthly Surface To Assemble - Transport Main Carriers Using Spmt Vehicles And Pontone From Pre -Mounting Area To The Bridge Location - Intake Cross Carriers Using A Mobile And Floating Crane - Approx. 1,400 M3 Reinforced Concrete Carriageway Superstructure - Make Approx. 530 M3 Reinforced Concrete Caps - Approx. 380 M Railing On The Bridge Structure And Makeshift Rescue Bearing - Approx. 1,300 M2 Cast Asphalt On The Bridge Make For The Road - Approx. 1,800 M² Asphalt Covering Road Ramp Bypassing Road Ramps - Approx. 1,400 M² Walking/Cycle Paths. Create Bypass - Approx. 200 M Railing On Road Ramps Bypassing - Cancel Approx. 5,800 T Of The Inventory Concrete (Light, External Pre -Voltage Installing, Supporting, Separating, Separating, Swimming Out The Midfield Using Pontoon, Spending The Support Areas Over The Pillars With A Floating Crane, Breaking Off The Edge Fields Conventionally) - Approx. 16,500 M3 Excavation Overall, Including Exploitation / Disposal - Approx. 3,600 T Reinforced Concrete (Foundation Of The Residual Wall Eastern Rescuing Remains Preserved) - Installation Of New Reinforcements Of The Bank Pile Walls On The New Pillars (Approx. Enter 300 M² Of Sheet Piling, Produce Approx. 65 M Belt, Manufacture Approx. 25 Permanent Single -Stations) With Stiffened Construction Pits (Approx. 360 M² Of Sheet Piling, Approx. 13
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