Tenders Are Invited For Construction Of An Ol And Oc Warehouse in Poland

Work Detail

Subject Of The Orderthe Subject Of This Order Is The Performance Of The Task Entitled: Construction Of An Ol And Oc Warehouse. The Subject Of The Order Includes The Construction Of An Ol And Oc Warehouse, Intended For Storing Specialized Equipment Used In Activities Related To Crisis Response And Civil Protection. The Investment Includes The Construction Of A Warehouse Facility On The Plot, In Its Rear Part, Next To The Existing Fire Station Building. The Aim Of The Investment Is To Provide Appropriate Conditions For Storing Specialized Equipment Necessary To Conduct Activities Related To Civil Protection And Crisis Response. The Investment Is Located In Domaradz, On Registration Plot No. 332/3, Registration District Domaradz, Commune Of Namysłów, Opole Voivodeship. Structure With A Steel Structure, Built On A Reinforced Concrete Foundation: 58.05 M2; Volume: 233.36 M3; The Subject Of The Order, The Technical And Functional Requirements And The Conditions For The Implementation Of The Investment Are Specified In The Design Documentation, Which Is An Annex To The Terms Of Reference (Swz). The Scope Of The Design Documentation: The Scope Of Work Includes In Particular: Construction Of The Ol And Oc Warehouse. Construction Of The Electrical Installation And Hardening Of The Access Road. Construction Documentation. Steel Elements Should Be Made And Installed In Accordance With The Technical Design, Maintaining The Required Geometry, Stability And Load-Bearing Capacity Of The Structure. Foundations And Foundations. The Building Is Designed To Be Placed Directly On A 40 Cm Thick Reinforced Concrete Foundation Slab, Made Of C25/30 Concrete Ground, With Reinforcement In Accordance With The Structural Design. Steel Structure The Supporting Structure Of The Building Consists Of Steel Frames Made Of Hea 120 Sections. The Structural Elements Should Be Connected In Accordance With The Workshop And Assembly Documentation. The Structural Steel Should Be Protected Against Corrosion In Accordance With The Design Requirements And The Operating Conditions Of The Facility. External Walls Were Designed With 10 Cm Thick Pir Thermal Insulation Core Sandwich Panels Attached To The Steel Supporting Structure. The Panels Should Be Installed In Accordance With The Manufacturers Guidelines, Maintaining The Tightness Of The Connections And Proper Sheet Metal Work. Roof The Roof Covering Was Designed With 10 Cm Thick Pir Thermal Insulation Core Panels, Attached To The Steel Supporting Structure Elements Manufacturer, Ensuring The Tightness Of The Covering And Proper Drainage Of Rainwater. Floor The Floor Is Planned To Be Made Of Concrete Of Class C20/25, 10 Cm Thick. Under The Floor, There Are Layers Of Crushed Aggregate Of 0-31 Mm Fraction, 10 Cm Thick, And 20 Cm Thick Fraction 0-63 Mm Insulation Made Of Two Layers Of 0.2 Mm Thick Foil, In Accordance With The Design Cross-Section. The Foundation Should Be Appropriately Compacted Before Applying Subsequent Layers. Technical I

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