GTR 118805630
Tenders Are Invited For Construction Of A Third Party Liability Warehouse As Part Of The Civil Protection And Civil Defense Program
ICB — International Competitive Bid
Closes Oct 15, 2026
central europe
Tender Information
GTR Reference
118805630
Tendering Authority
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Tender No
In.272.22.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Construction Of A Third Party Liability Warehouse As Part Of The Civil Protection And Civil Defense Program
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
15-10-2026
Work Detail
The Subject Of The Investment Is The Construction Of An Olioc Warehouse With Accompanying Infrastructure, Which Means: Internal Communication System, Parking Spaces On Part Of The Plots Marked No. 728 And 573/17, Located In The Cadastral Area Of The City Of Chodecz, Chodecz Commune. Production Building. Building Dimensions (Designed): 8*15 M Building Area (Designed): 120.00 M2 Usable Area Of The Building (Design): 118.17 M2 Gross Volume Of The Building (Design): 480.00 M3 Height Of The Building (Design): 5.67 M Angle Of Inclination Of The Buildings Roof Slopes (Design): 22% The Designed Building Is A Single-Story Building With A Rectangular Plan And Maximum External Dimensions Of 8 * 15 M And A Height Of 5.67 M Roof Ridge. The Facility Was Covered With A Symmetrical, Gable Roof With An Inclination Angle Of 22%, Covered With A Gray Sandwich Panel. Gable Roof With A Roof Slope Angle Of 6-30°. Entrance To The Building - Through The Gate Located On The Front Wall. The Designed Building Will Only Serve As An Oliok Warehouse. Layout Of Parking Spaces, Walkways And Access Roads With A Concrete Block Surface: 8 Cm Top Layer - Vibro-Pressed Concrete Cubes, Gray Color, Any Type, Unphased, 3 Cm Cement-Sand Ballast (1:4), 20 Cm Basic Foundation Made Of Unbound Crushed Mineral Aggregate, Mechanically Stabilized With Grain Size 0/31.5 Mm, 15 Cm Reinforcing Layer, Substrate Made Of Cement-Stabilized Aggregate (Cbgm) With Strength Class Cl.5/2.0 Substrate - Mechanically Compacted Native Soil (E2>=80Mpa) Or Replacement Of Non-Bearing Soil With A Construction Embankment. The Scope Of The Order Includes: Site Preparation, Assembly Works (Steel Structure Of The Hall, Wall And Roof Cladding, Workings And Other Elements Roof, Installation Of A Sectional Gate With Automation), Electrical And Low-Current Installations (I.E. Main Switchboard, Backup Power Supply, Wall-Mounted Plug Sockets, Internal Lighting, Emergency And Evacuation Lighting, External Lighting, Lightning Protection Installation, Earthing Installation), External Finishing Works (Area Preparation, Embedded Concrete Curbs Measuring 12X25 Cm On Ballast Cement And Sand, Concrete Base With Expansion Joints, Surfaces Made Of 8 Cm Thick Concrete Paving Stones On A Cement And Sand Base).5.A Detailed Description Of The Subject Of The Order Is Included In The Construction Design Constituting Annex No. 6 To The Swz And In The Bill Of Quantities Constituting Annex No. 5 To The Swz.6.The Attached Bill Of Quantities Is An Auxiliary Element For Estimating The Value Of The Order.7.The Contractor, Without Additional Remuneration, Undertakes To: 1) Perform All Preparatory Works, Including Cleaning Works, Organization And Maintenance Of The Construction Site, Supply The Necessary Utilities For The Implementation Of The Subject Of The Contract, Including: Electricity, Water, Etc. And Bear The Costs Of Their Consumption, Based On The Re-Invoice Issued By The Ordering Party For The Utilities Actually Used, 2) Marking The Const
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