Tenders Are Invited For Construction Of Two Recreation And Garage At The Office And Residential Building Of The Kościerzyna Forest District

4.1 The Subject Of The Contract Is The Construction Of Two Recreation And Garage Shelters, Which Will Be Located Next To The Office And Residential Building Of The Kościerzyna Forest District. The City Location Of The Public Procurement: The In Question Is Located, In Accordance With The Forest Address, In The Regional Directorate Of State Forests In Gdańsk, In The Kościerzyna Forest District, In The Forestry Of Strzelnica, In The Forestry, In The Forestry. According To Universal Land Records, The Subject Of This Order Is Located In The Pomeranian Voivodeship, In The Kościerzyna Poviat, In The Area Of ​​The Kościerzyna Miejska Commune, Within Registration Area No. 0006, On The Registration Plot No. 159. According To The Postal Address, The Subject Of The Contract Is Located In (83-400) Kościerzyna, At Maria Skłodska-Curie 6A. 4.2 The Intended Use And The Use Program Of A Building. The Place Will Be Used For Social Gatherings And As A Space For Spending Time Outdoors Regardless Of The Weather. Thanks To The Aesthetic And Natural Appearance Of Wood, The Sheds Will Harmoniously Blend In With The Surroundings. There Is Also A Parking Space Of Bicycles And For Passenger Cars - In Accordance With Separate Regulations. 4.3 Spatial System And The Architectural Form Of A Building. A Shelter With External Dimensions Of 5.91 X 18.00 M Will Be Covered With A Single -Pitched Roof With A Slope Of A Slope Of 12.00 °. The Load -Bearing Structure (Poles And Roof Beams) Will Be Made Of Wood Impregnated In Colors Similar To The Natural Color Of Wood. The Roof Sheathing Will Be Mounted On Wooden Roof Purposes. The Design Will Blend In With The Surrounding Landscape, Without Destroying The General Scenery Prevailing On The Plot. 4.4 Construction And Material Solutions. A Foundations. The Foundation Reinforced Concrete Plate Was Designed With Steel Rods #12 Class B500sp Made Of C20/25 Concrete. Foundations Found Below The Depth Of The Concrete Cube Foundation. Under The Foundation Slab There Is A Foundation Made Of Lean Concrete With A Thickness Of 10Cm.B) The Structure Of The Shelter. The C24 Wooden Shelter Was Designed. Installation According To The Drawing Part Of The Documentation.C) Roof. A Single -Pitched One With A Decrease In 12⁰, Covered With The Top Layer Of Thermosal Roofing Felt. Full Roof Formwork Has Been Designed. Make A Roof Truss With A Minimum Class Of C24. The Maximum Axial Flap Spacing Is 72.00 Cm. The Roof Is Intended For The Installation Of Photovoltaic Panels Along With The Instrumentation And The Fixing System Of Up To 25Kg/M2.D) Anti -Insdimal Insulation. Developing The Roofing Of The Shelter Should Be Covered With Two Layers Of Thermosal Roofing Felt. The Connection Of The Foundation Plate With The Load -Bearing Structure Of The Shelter Should Protect Wooden Elements Against Hygroscopic Water Pull -Ups.E) Protective Coatings. Wooden Roof Trusses Should Be Protected With Fungicides And Immunized To Fire Activities In The Process Of Impregnatio

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Global Tender Document	Tender Notice