GTR 108673818

Tenders Are Invited For Building Demolition And Wrecking Work And Earthmoving Work

ICB — International Competitive Bid Closed Western Europe
Tender Information
GTR Reference
108673818
Tendering Authority
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Tender No
93196-2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Building Demolition And Wrecking Work And Earthmoving 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
11-03-2026 Closed
Work Detail
Building Demolition And Wrecking Work And Earthmoving Work. New Building Extension Primary School 3 Learning Houses With Thv Apartment Conversion Of Existing School Into 2 Learning Houses And Cafeteria 2 Sports Halls 1-Way Open Spaces Trade: Demolition, Earthworks And Shoring Work Demolition Of Steel Flat Radiators Up To Bl 1.0 M Bh 0.6 M: 6 Pieces Dismantling And Disposal Of Floor Coverings Of All Parts Of The Building: 345 M2 Separate Screed On A Separating Layer: 245 M2 Dismantling Of Floor Construction Of Gymnasium: 418 M2 Demolition Of Wet Rooms/Toilet: 10 Pieces Dismantling Roof Covering Gym: 460 M2 Dismantling Roof Construction Caretaker And Ancillary Rooms: 535 M2 Dismantling Facades Gymnasium: 180 M2 Dismantling Facade Caretaker: 180 M2 Demolition Ceiling Above Ground Floor: 90 M3 Demolition Of Supports And Walls Ground Floor: 65 M3 Demolition Of Supports And Walls Kg: 30 M3 Construction Rubble Z1.1 According To Lvgbt: 200 T Building Rubble Z1.2 According To Lvgbt: 300 T Building Rubble Z2 According To Lvgbt: 100 T Dk 0 - Material: 100 T Carrier, Item Tbw 1 - Heb 400, L = 7.70 M, With Loosening Hole: 12 Pieces Carrier, Item Tbw 2 - Heb 400, L = 9.80 M, With Loosening Hole: Insert 7 Pieces Of Sewer Board T 5-6M, With Loosening Hole: Approx. 5500 M2 Drilling Bored Pile Diam. 750Mm D 10-12M Soil Rotary Bore: 323.7 M In-Situ Concrete Bored Pile Reinforced Concrete C25/30 Xc3 Xf1 Diam. 750Mm D 10-12M L 10-12M: 323.7 M Bore Bored Pile Diam. 500Mm T 6-8M Soil Rotary Drilling: 383.4 M Reinforcement Cage Bored Pile B500: 42 T Light Profile Pos. Bw2 S275jrc Insert T 6-7M, With Loosening Drilling: 192 M2 Loosen Filling, Store The Terrain Homogeneous Area A Topsoil/Filling T Up To 0.8 M: 1830 M3 Elastic Sports Surface Covering W. Asphalt Substructure, D=2+7 Cm, Expand Separately: 300 M2 Filling, Compacting Unevenness Installation Area Delivery Material: 300 M3 Soil Loosen The Excavation Pit, Store The Terrain Homogeneously. B4 Border Area To B3: 4000 M3 Additional Charge For Departure, Ext. Interim Storage Homogeneous Area B4 Border Area To B3: 4000 M3 Additional Charge For Excavation Soil Homogeneous Area B1 At Bk 6/ 7: 1000 M3 Disposal/Recycling Material Homogeneous Area O1 Z0 From Construction Site: 500 T Disposal/Recycling Material Homogeneous Area O1 Z0 From External. Intermediate Storage: 8000 T Disposal/Recycling Material Homogeneous Area O1 Z1.1 From External. Intermediate Storage: 1000 T Disposal/Recycling Material Homogeneous Area O1 Z1.2 From External. Intermediate Storage: 400 T Proof Of Welding Suitability The Contractor Or His Subcontractor Must Have And Present Proof Of Welding Suitability In Accordance With Din En 1090 Exc2. For The Production Of Welded Connections Between Reinforcing Steel And Other Steel Components, The Contractor Or His Subcontractor Must Have And Present A Manufacturer Qualification In Accordance With Din En Iso 17660-1. The Above-Mentioned Proof Must Be Submitted To The Awarding Authority Upon Separate Request.
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