GTR 113234640

Tenders Are Invited For Construction Work – Knappschaft Kliniken University Hospital Bochum - Renovation Of High-Rise Beds

ICB — International Competitive Bid Closed Western Europe
Tender Information
GTR Reference
113234640
Tendering Authority
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Tender No
339171-2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Work – Knappschaft Kliniken University Hospital Bochum - Renovation Of High-Rise Beds
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
15-06-2026 Closed
Work Detail
Construction Work – Knappschaft Kliniken University Hospital Bochum - Renovation Of High-Rise Beds. Knappschaft Kliniken Universitätsklinikum Bochum Gmbh Intends To Completely Renovate The Existing High-Rise Bed Building Built In 1971. The Planned Renovation Includes A Total Of Three Individual Measures: --The Renovation Of The Wards In The Ward Block. --The Renovation Of The Facades. --The Construction Of A Helipad In Accordance With Section 6 Of The Luftvg (Air Traffic Act) On The Roof Of The High-Rise Bed Building. In Order To Build The Helipad, It Is Necessary To Add Three More Solid Floors To The Elevator Crossing And The Top Of The Stairwell (The 15Th Floor Above The Roof Ceiling) In Axis A-C14-8. Height Of Roof Ceiling 14Th Floor: 54.66 M Above Sea Level = 174.42 Nhn Height Of Crossing 15Th Floor: 58.63 M Above Sea Level = 178.39 Nhn Height Of Extensions On 18Th Floor: 69.10 M Above Sea Level = 188.86 Nhn The Steel Construction Work Includes Several Individual Measures With A Volume Of Steel Quantities, Galvanized/Coated: Approx. 70,000 Kg Facade Cladding Sandwich Elements F90: Approx. 700 M2 Individual Measures: Creation Of A Steel Structure As A Substructure For A Finished Facade In The 3Rd-17Th Centuries. Upper Floor Using The On-Site Crane. Creation Of A Steel Structure As A Substructure For A Heliport On The Roof Area Of ​​The 15Th Floor. Creation Of A Technical Enclosure Including Cladding With F90 Sandwich Panels Under The Heliport On The Roof Area Of ​​The 15Th Floor. As Well As Several Flights Of Stairs And Ladders As Well As 2 3-Story Staircases. As A Preliminary Measure, Bracket Pieces Are Placed For The Facade Substructure. Here, The On-Site Hanging Scaffolding Is Assembled With The Support Of The On-Site Crane. The Facade Substructure Is Installed Using The On-Site Crane. The Construction Crane Can Be Used To Transport Material For The Following Measures. Other Lifting Equipment Etc. Used On The Roof Area Must Be Included In The Construction Site Setup Costs. All Costs Arising From The Regulations In The General Description Must Be Included In The Standard Prices. This Applies To All Title 01 Facade Renovation To Title 03 Technical Centers.
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  • Publication Document (Tender Document / Tender Notice)
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