GTR 115120166

Tenders Are Invited For Load-Bearing Structure Design Services – Structural Planning In Accordance With §§ 51 Hoai, Service Phases 1-6

ICB — International Competitive Bid Closes Jul 27, 2026 — 5 days left Western Europe
Tender Information
GTR Reference
115120166
Tendering Authority
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Tender No
446771-2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Load-Bearing Structure Design Services – Structural Planning In Accordance With §§ 51 Hoai, Service Phases 1-6
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
27-07-2026 5 days left
Work Detail
Load-Bearing Structure Design Services – Structural Planning In Accordance With §§ 51 Hoai, Service Phases 1-6. Renovation Of The Tg Anton-Webern-Weg 1+2 In Munich Concrete Renovation Including Load-Bearing Floor Slab. Structural Planning In Accordance With §§ 51 Hoai, Service Phases 1-6 At The Tg Anton-Webern-Weg At 1 (1 Story, 90 Parking Spaces), Several Damages To The Floor Slab, Cracks In The Supports And Several Water Damages Were Discovered In 2020. The Load-Bearing Capacity Of The Underground Car Park Was Still Present At This Point, But Should Be Checked At Regular Intervals On The Recommendation Of The Inspector. After Carrying Out In-Depth Examinations Of The Concrete Structure (Drill Dust Samples And Potential Field Measurement), It Was Confirmed That The Floor Slab Is Most Likely Leaking And That The Water Damage That Occurred Several Times In The Tg Was Caused By An Increase In The Groundwater Level During Rainfall. Repairing/Sealing The Floor Slab Is Unavoidable. Furthermore, Corrosion Was Found In 60% Of The Supports And 30% Of The Walls. The Renovation Is Carried Out In Two Stages: 1. Upstream Repair Of The Leaky Floor Slab, Demolition Of The Protective Screed, Sealing Of The Floor Slab 2. Concrete Repair, Classic Or Kks Is Decided During The Planning. The Calculation Of The Eligible Costs For Structural Planning Is Carried Out According To The 90/10 Rule (90%Kg 300 And 10%Kg400).
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