Tenders Are Invited For Structural Shell Work – New Construction Of A Double-Decker Sports Hall Rbz Wirtschaft; Extended Shell Construction Work Including Carpentry And Scaffolding Work

Structural Shell Work – New Construction Of A Double-Decker Sports Hall Rbz Wirtschaft; Extended Shell Construction Work Including Carpentry And Scaffolding Work. The Planned Construction Project Is The Construction Of A New Double-Decker Sports Hall. Gross Floor Area 3,950 M² Bri 26,150 M³ 4 Full Floors, Including A Basement In Waterproof Concrete The Extended Shell Construction Work Is To Be Carried Out: A Higher-Level Construction Site Facility For The Construction Site Is Already In Place On Site, Including A Construction Office, Sanitary Containers, Construction Media Containers, Construction Water And Construction Power Supply, Lighting, Tree Protection Measures And A Surrounding Construction Fence. The Construction Site Equipment For Your Own Services Must Be Calculated, Including The Installation Of A Stationary Crane According To The Construction Site Equipment Plan And Mobile Heating. Scaffolding Work (Approx. 2800 M² Of Facade And Approx. 2000 M² Of Internal Scaffolding For St-Concrete External Hall Walls) Sewage And Water Systems Under The Floor Slab (Approx. 40 M) Buoyancy Anchoring Gewi Anchors (65 Pieces) Concrete, Reinforced Concrete, Waterproof Concrete Work (Partly With Fresh Concrete Composite Sealing) 3,140 M³ Concrete, 500 Tons Of Reinforcing Steel Masonry Work (Interior Walls, 350 M², External Facing Masonry 1,000 M², Curtain Wall 130 M², Facade Greening System) Steel Construction (Supporting Structure For Lower Sports Hall), 10 Pcs Composite Single-Span Beams Made Of Welded Profile S335, Hot-Dip Galvanized, Span Approx. 2300 X 60 X 135 Cm, Wooden Construction (Structure Of The Upper Sports Hall), 18 Pieces Of Glulam Trusses, 2300 X 160 X 26 Cm Sealing Work (Entrance Area, Ground Floor, Base Areas, Etc.) The Construction Project Consists Of 3 Parts. The First Part Is The Lower Double Hall, Which Is Sunk Approx. 5 M Into The Ground And Has A Clear Height Of 5.50 M. This Is Designed As A White Tub Made Of Waterproof Concrete And Spanned By Steel Composite Beams. The Ceiling Above The Composite Beams Is Planned As A 25Cm Thick Reinforced Concrete Ceiling Slab, Which Is To Be Constructed Using Filigree Elements. In The Center Of The Lower Hall Is The Upper Double Hall With A Clear Height Of 7.00 M. The Roof Structure Of The Upper Hall Consists Of Glued Laminated Timber Trusses, Which Are Arranged In The Same Floor Plan As The Lower Hall. This Means That The Columns Run Through The Outside Of The Building. A Trapezoidal Sheet Metal Is Stretched Between The Rafters As A Roof Ceiling. The Two Halls Are Accessed Via A 4-Story Access Building Located On The Long Side Of The Building. The Access Building Has 2 Continuous Staircases And An Elevator Core. The Reinforced Concrete Ceilings Are Supported On Walls, Columns And Concrete Beams. The Entire Building Is Founded On A Load-Bearing Subsoil As A Shallow Foundation. Since The Design Water Level Is From Ok Terrain, Gewis Are Arranged To Ensure Buoyancy Of The Construction Project.