GTR 60440108

Tenders are invited for Approx. §112(1)(B) Open Procedure Starting With An Announcement

ICB — International Competitive Bid Closed Eastern Europe
Tender Information
GTR Reference
60440108
Tendering Authority
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Tender No
EKR000114402023
Financer Name
European Union (EU)
Work Title
Tenders are invited for Approx. §112(1)(B) Open Procedure Starting With An Announcement
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
Eastern Europe
Political Region
European Union
Last Date of Bid Submission
15-02-2023 Closed
Work Detail
Approx. §112(1)(B) Open Procedure Starting With An Announcement 45000000-7 The Tenderers Goal Is To Rebuild The Community Space. Foundation: The Foundation Of The Building Is A Concrete Slab Foundation Laid Under The Load-Bearing Walls To The Load-Bearing Soil, And To A Minimum Covering Depth Of 100 Cm. The Width Of The Strips Is Min. 50 Cm, It Is Made In Steps Adapted To The Slope Of The Terrain, Both Its Lower And Upper Planes. When The Terrace Is Supported, The Foundations Increase To A Width Of 75 Cm So That The Inner Plinth Wall Of The Terrace Can Also Lean On It. A 40 Cm Wide Strip Foundation Is Made Under The Inner Partition Wall And The Outer Edge Of The Terraces. A 15 Cm Thick Reinforced Base Plate Is Made Under The Interior Spaces, Which Is Justified By The Placement Of The Relatively Thick Earth Fill. The Reinforced Substrate Must Be Placed On Top Of The Foundation Everywhere And Provided With Mesh Reinforcement. Ensure That The Bedding Under The Base Concrete Is 95% Compact. The Base Plate Of The Terraces Is 12 Cm Thick, And It Also Sits On Plinth Walls In A Circle. The Plinth Walls Are 1-4 Rows, Walls Concreted In 30 Cm Thick Formwork With Reinforcement. (L1-L4) The Inner Plinth Walls Of The Terrace Are 15 Cm Thick Concreted And Reinforced Walls. (L5-L7) The Reinforced Concrete Pillars Must Be Spiked Out Of The Foundation Structures. The Details Of The Foundation Design Are Described In Plan S-01. Retaining Walls And Other Wall Structures: In Detail According To The Technical Description. Wooden Structures: The Support Columns And Structures Of The Terrace Are Made With Planed Wooden Structures. The Columns Are Attached To Receiving Steel Shoes Fixed In The Foundation. The Columns And The Terrace Covering Are Stiffened With Wooden Braces. Wooden Structures Must Be Treated With A Flame Retardant, Fungus Repellent And Insect Repellent (Tetol Fb). False Ceiling: The Ceilings Of The Rooms In The Area Of ​​The Roof Structure And The Water Block Are Covered With A 15 Mm Rf15 Rigips Fire-Resistant Plasterboard Covering For The Partition Walls And The Cd Frame Attached To The Roof Structure. Crowns, Bridgings: In The External And Internal Retaining Walls, Bridgings Are Made According To The Static Construction Plan, With A Design According To The Plan.
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