GTR 112036271

Tenders Are Invited For Modernization Of Utility Rooms In The Public Primary School In Witeradów - Stage Ii.

ICB — International Competitive Bid Closed central europe
Tender Information
GTR Reference
112036271
Tendering Authority
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Tender No
KBZ.271.2.24.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Modernization Of Utility Rooms In The Public Primary School In Witeradów - Stage Ii.
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
05-05-2026 Closed
Work Detail
The Subject Of The Order Is The Modernization Of Utility Rooms In The Public Primary School In Witeradów - Stage Ii. The Scope Of The Order Includes: - Expansion Of The Entrance In Terms Of Foundations, Foundation Walls, Reconstruction Of Walls, Superstructure Of Walls (Raising The Roof) Over The Part Of The Descent According To Drawing Pt2 In The Design Documentation And Description Regarding The Expanded Entrance, - Construction Of A Reinforced Concrete Ceiling Over The New, Expanded New Entrance And Exit According To Drawing Pt.6, - Thermal And Moisture Insulation Of The Foundation Walls Of The Extended Entrance And Superstructure According To Drawing Pt 3 In The Design Documentation And Description Regarding The Expanded Entrance, - Construction Of A Staircase Descent In A Reinforced Concrete Structure To The Adapted Rooms According To Drawing Pt.5 And Description In The Design Documentation, - Delivery And Installation Of Steel Beams (Lintels N1, N2, N4, N5) In External And Internal Walls According To Drawing Pt 4 Of The Design Documentation, - Partial Demolition Of Internal Walls After Placing The Beams - Lintels, - Demolition Of The Existing Floor In The Adapted Rooms, - Installation Of Thick Pe Foil Insulation On The Compacted Substrate. 0.5 Mm And The Concrete Base, Concrete Class C 12/15, Minimum Thickness Of The Concrete Base 10.0 Cm, And It Is The Contractors Responsibility To Prepare The Base For The Base Concrete By Compacting The Base. If It Is Not Possible To Maintain The Designed Layer Arrangement, Any Excess Soil Should Be Removed And Disposed Of, - Laying The Floor In The Adapted Rooms In The Layer Arrangement As In The Design, Drawing Pt 8, According To Description P Of The Layer System, With The Last Layer Covered By The Order Being A Screed Reinforced With Mesh. The Ordering Party Excludes The Construction Of A Layer Of Stoneware Tiles From The Scope Of The Construction Design. In Terms Of The Implementation Of The Above-Mentioned Works Covered By The Order, Accompanying Works Must Also Be Performed, Including At Least: - Securing The Execution Of The Works In Accordance With Applicable Health And Safety Regulations - Demolition Of The Surface At The Site Of The New Entrance - Earthworks For The Foundations Of The New Annex, I.E. Excavations, Storage, Backfilling And Removal Of Excess Soil Along With Disposal And Disposal Costs. The Above Scope Should Be Carried Out In Accordance With The Design Documentation Of The Architectural And Construction Industry And The Technical Design.
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