GTR 106660891
Tenders Are Invited For Engineering Design Services – Stefh Project Management Services, House 2 And 3 Lv 28-2025
ICB — International Competitive Bid
Closed
Western Europe
Tender Information
GTR Reference
106660891
Tendering Authority
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Tender No
859002-2025
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Engineering Design Services – Stefh Project Management Services, House 2 And 3 Lv 28-2025
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
20-01-2026
Closed
Work Detail
Engineering Design Services – Stefh Project Management Services, House 2 And 3 Lv 28-2025. Project Description House 2 - Preservation And Renovation The Buildings Basic Structure, Including The Roof Structure And The Building Shell, Will Be Preserved Without Any Energy-Related Renovation Measures. The Subsequently Installed Blown-In Insulation In The Roof Structure Will Be Replaced If Necessary. The Wooden Windows, Which Were Replaced In 2000, Can Be Replaced As Required As Part Of Maintenance Measures. The Building Will Be Separated From Houses 1 And 3 In Terms Of Accessibility And The Currently Closed Entrance On Hopfenstrasse Will Be Reactivated And Opened. Due To The Central Location Of The Stairwell In The Building, 2 Rental Units Can Be Implemented Per Floor. Each Rental Unit Should Have Its Own Sanitary Facilities, And Access From The General Stairwell To The Current Toilet Units Will Be Closed. The Specification Of The Buildings Technical Self-Sufficiency Requires A Conversion Of The Basement With The Creation Of Separate Tga Rooms: Elt Connection And Distribution Room, District Heating Transfer Station In A Separate Room, House Connection Room With Drinking Water Connection. The Remaining Rooms In The Basement Can Be Used As Tenant Storage. The Most Important Measure - Possibly Also As An Early Measure - Is To Introduce Load-Bearing Walls In Building Axis C As 24 Cm Thick Masonry Walls In Order To Eliminate The Static Deficiencies Described Above. All Ribbed Ceilings Should Be Reclad With E.G. Promat Panels To Create Structural Fire Protection. The Raised Floors In The Studios And Studio Fittings (Light Room-In-Room Construction Methods) Will Be Dismantled And A Simple Floor Structure Will Be Installed (Screed With Minimum Construction Height On A Separating Layer And Fb Coating). The Tga And Elt Supply Will Be Rebuilt And Adjusted According To The Division Into Rental Units. Heating, Water And Wastewater Pipes Will Be Retained Wherever Possible And Economically Sensible. The Character Of The Building Can And Should Be Completely Preserved Without Energy-Related Renovation And The Building Should Continue To Be Operated With Increased Energy Consumption After The Above-Mentioned Measures Have Been Implemented. House 3 - Renovation And Extension The Examination Of The Building Structure Has Shown That, With The Exception Of The Damaged Roof Structure And A Missing Escape Staircase, The Building Can Be Renovated As There Are No Serious Static And Structural Defects. The Biggest Challenge Appears To Be Rearranging The Vertical Development To Allow For Division Into Multiple Rental Units. The Current Location In The South Of The Building Depends On The Northern Area. Therefore, A New Entrance Is Proposed Here, Which Leads To A Free-Standing Stair Tower In The Inner Courtyard. Architecturally, The Joint Between Houses 2 And 3 Lends Itself To Development And The Loss Of Rentable Space In House 3 And The Static Interventions Remain Manageable. The New Stair Tower Should Lead To The Top Floor And Also Connect The Underground Car Park In The Inner Courtyard. The Existing Staircase
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