GTR 94462298
Tenders Are Invited For Construction Of An External Elevator In The Building Mok Centrum.
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
94462298
Tendering Authority
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Tender No
ZP.271.15.2024.ED
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of An External Elevator In The Building Mok Centrum.
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
08-04-2025
Closed
Work Detail
1. The Subject Of The Contract Is: Construction Of An External Elevator In The Mok Building Centrum. The Subject Of The Study Is The Construction Of An External Elevator In The Municipal Cultural Center On Plot No. 69/1 Pre -Area 0012 Zawiercie. In Addition, Internal Ramps Are Designed, Which Is To Ensure The Possibility Of Moving To People With Disabilities Inside The Building. The Scope Of The Order Includes: Construction Of An External, Electrical Elevator With A Lifting Capacity Of 630 Kg, 8 People, Adapted For Disabled People With The Facade Of An Existing Building. Located Near The Entrance To The Mok Building From The South-Eastern Side, Elevator Glass Enclosed With A Pillar-Fry Facade, Necessary Demolition, Dismantling Of Window Joinery, Walls, Floors, Railing, Reconstruction Of Radiators And Installations, Which Collides With The Elevator Inputs, A Ramp For The Disabled, 6 Cm Thick Concrete Thickness At The Elevator Reaching The Supply And Assembly Of The Ramps For The Disabled With Handrails, Construction Of The Installation Necessary For The Elevator Being Built Within The Building, I.E. Electrical Installation Of Power Supply, Lighting, Signaling, Control. The Entire Design Assumption Maintains A Coherent Character Through The Neutral Nature Of The External Elevator Finished With Glass. The Foundation Of The Elevator Shaft Must Be Placed On The Sub -Deteeer Layer (C8/10) With A Thickness Of Min. 10Cm On The Foundation Plate Made Of Concrete B25 (C20/25) W8 Reinforced Aiiin Steel With A Thickness Of 30Cm. The 30Cm Thick Plate Is Breathed From Existing Foundations. The Foundation Of The Elevator Shaft Was Founded On The Ordinary -4.30M (332.80M Above Sea Level) Slightly Above The Level Of Foundation Of The Existing Building. The Foundation Walls Of The Foundation Are 25Cm Thick Is Made Of B25 Concrete (C20/25) And Reinforced With Aiiin Steel (Bilateral Mesh). The Lifts Of The Lifeline Supporting The Elevator Shaft Are Four Steel Pillars With A Square Pipe Cross -Section 100X100x5 [Mm] Concentrated With Horizontal Screens With A Cross -Section Of 80X80x4 [Mm]. Combine Vertical Elements By Welding On A Front Weld With Full Melting. Horizontal Bolts Stiffening With Inguinal Joints. Adjust The Horizontal Bolly System To The Requirements Of The Lifts Resulting From The Distribution Of Doors And Lead Rails. Fastening The Steel Structure To The Pit By Welding To Brands Entered Into The Walls Of The Podsych. 12Cm -Thick Plum Platforms Made Of C20/25 Concrete Reinforced With Aiin Steel. Adjust The Platform Levels To The Actual Levels Of Ceilings In The Building. A Sedentary Coat With A Steel Grate. Mounting With Welded Rods (Loops) To The Steel Grate (From 80X80x4mm Square Steel Profiles). The 16Cm Thick Plate Is Made Of B25 (C20/25) Concrete And Reinforced With Aiiin Steel (Bilateral Mesh). Hooks For Mounting The Elevator Mounted On The Outlet Are Put On. Technical Parameters: Gross Cubature Of The Designed Elevator 116.96 M3. Carried
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