GTR 77424614
Tenders Are Invited For Structural Shell Work – Earthworks And Shell Construction Work
ICB — International Competitive Bid
Closed
Western Europe
Tender Information
GTR Reference
77424614
Tendering Authority
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Tender No
129578-2024
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Structural Shell Work – Earthworks 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
02-04-2024
Closed
Work Detail
Structural Shell Work – Earthworks And Shell Construction Work. 0.1 Construction Project The Construction Project At Hand Includes The Re-Planning Of The Town Center In Feldkirchen-Westerham. The Construction Project Will Be Divided Into Two New Building Areas And An Existing Building. Part Of The New Building Will Be Used For The Adult Education Center And As A Cafeteria. The Second Part Is An Extension Of The Library. The Existing Building Will Continue To Be Used As A Library. 0.1.1 New Adult Education Center + Cafeteria The Building Is Planned As A 3-Story Solid Building With A Basement Made Of Reinforced Concrete And Masonry With A Wooden Roof Structure. The Solid Wooden Structure Is Designed As A Gable Roof Using Cross-Laminated Timber Ceilings. The Building Has A Rectangular Floor Plan With Dimensions Of Approximately 16.7M X 13.1M. The Height Of The Ridge Is Approx. 13.15M Above The Ground Level. The Eaves Height Is Approx. 10.50M Above The Ground Level. The Building Has A Complete Basement. Adjacent To The Basement There Is An Existing Underground Car Park To The North Of The Building. There Is No Access To The Underground Car Park. The Ground Floor Is Used As A Sales Room Or Cafeteria With Childcare. The Upper Floor And Attic Are Used As Event Rooms For The Adult Education Center. The Basement Is Used For Technical Rooms And Storage Rooms. The Vertical Load Transfer Is Ensured Via Reinforced Concrete Walls In The Core Area And Via Masonry Walls. The Basement Consists Entirely Of Reinforced Concrete Walls. The Building Is Founded On An Elastically Bedded Floor Slab With A Height Offset. The Bracing Takes Place Via The Floor Slabs Designed As Disks With A Sufficient Number Of Walls In The Longitudinal And Transverse Directions. The Roof Structure Is Stiffened Using Solid Cross-Laminated Timber Elements Designed As Discs. The Gable Wall In The West Is Made Of Reinforced Concrete. The Gable Wall In The East Is Made Of Masonry And Reinforced With A Ring Anchor. 0.1.2 New Library Building (Intermediate Building) The New Library Building Is A 2-Story, Rectangular Solid Building With Dimensions Of Approx. 15.5M X 9.5M. The Building Will Have A Flat Roof. The Roof Should Be Accessible For Events And Serve As An Escape Route From The Existing Library To The Vhs. The Attic Ceiling Is Designed As A Point-Supported Ceiling, The Ground Floor Ceiling As A Point- And Line-Supported Ceiling. The Intermediate Building Does Not Have A Basement. The Ground Floor Is Used As A Public Entrance Area To The Library And Public Sanitary Facilities. The Upper Floor Is Used As A Library. There Is A Transition To The Existing Library. The Vertical Load Transfer Takes Place Via Reinforced Concrete Columns And Walls. The Intermediate Structure Is Based On Well Rings Under The Vertical Load-Bearing Supports And Walls. To Provide Reinforcement, The Floor Slabs Are Designed As Disks. On The Upper Floor, The Bracing Loads Are Transferred With The Connection To The Main Building. The A
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