GTR 112914137
Tenders Are Invited For Structural Shell Work – Wagenstadt Primary School - Earthworks, Drainage, Shoring, Pipework And Shell Construction Work
ICB — International Competitive Bid
Closed
Western Europe
Tender Information
GTR Reference
112914137
Tendering Authority
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Tender No
320022-2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Structural Shell Work – Wagenstadt Primary School - Earthworks, Drainage, Shoring, Pipework And Shell Construction Work
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
Western Europe
Political Region
European Union,G20
Last Date of Bid Submission
08-06-2026
Closed
Work Detail
Structural Shell Work – Wagenstadt Primary School - Earthworks, Drainage, Shoring, Pipework And Shell Construction Work. Description Of The Property The Primary School Was Built In The 1960S And Consists Of A Three-Story Main Building Without A Basement. A Single-Story Extension Was Built To The West Of The Main Building In 1998; At The Same Time, Renovation Work Was Carried Out In The Main Building. The Load-Bearing Outer Walls As Well As The Supports And Beams Are Made Of Reinforced Concrete, The Non-Load-Bearing Inner Walls Are Made Of Sand-Lime Brick Masonry (Ks Solid Bricks). The Ceilings Above The Ground Floor And The First Floor Are Designed As Ribbed Ceilings With A Total Thickness Of Approx. 33 Cm. The Ceiling Above The Second Floor Is Also Designed As A Ribbed Ceiling, Filled With Pumice Stones And Has A Total Thickness Of Approx. 25 Cm. The Permissible Load Classes Of The Ceilings Must Be Taken From The As-Built Plans And Must Be Adhered To During Construction. Task The Herbolzheim-Wagenstadt Primary School Will Be Extensively Rebuilt And Renovated Over A Period Of Approximately 1½ Years. The Existing Building Will Have An Additional Attic With A Gable Roof And A Full-Surface Thermal Insulation Composite System With A Curtain Facade. The Building Will Be Completely Gutted Except For The Shell And Then Renovated. A New Reinforced Concrete Extension Will Be Built To The South Of The Existing Building. Inside The Building, A New Elevator Will Be Installed Across All Floors (Ground Floor To Second Floor). A Shoring Solution Is Planned To The South And East Of The Existing Building For The Necessary Excavation Work. To The North Of The Existing Building, A New Reinforced Concrete Staircase Is Being Built, Which Will Serve As A Second Structural Escape Route. Access To The New Attic Is Via This Stairwell. Both Extensions Do Not Have A Basement And Have A Pile Foundation. When Constructing The Excavation Pits, It Is Essential To Take Into Account The Foundation Fracture Safety Of The Existing Building.
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