Tenders Are Invited For Repair Of Fire Travel No. 2 In Antoniewo Forestry

Attention, This Tender Procedure Applies Only To The Bituminous Layer On The Section Marked On A Kilometer Design From 1+348.7 To 1+738.7 (The Border Of The New Bituminous Layer From 2024) And Exits From The Aggregate. The Repair Began At 1+348.7 Km And Ended At 1+738.7 Km, The Length Of The Repaired Section Is 390.0M (Not Taking Into Account The Option Of The Option). Under The Law, The Forest District Reserves The Right To Perform An Additional Section Up To 30% Of The Public Procurement. As Part Of The Insignificant Change, A 6 Cm Abrasive Layer Was Used At The Cost Of The Leveling Layer. The Order Of The Layers Is: Geocomponent Mesh, Abrasive Layer. This Procedure Applies Only To The Road And Conventions. Fire Travel No. 2, Along With Intersections And Conventions In The Forest District Of Przymuszewo, The Municipality Of Brusy. Droga No. 2 Is Intended For Fire Protection Of Forest Areas And Is A Communication Route For Forest And Partially Public Transport. The Existing Road Throughout The Entire Section Has A Bituminous Surface, Locally Cracked With A Road Width 3.6 - 4.0 M. The Zero Hectometer Of The Repaired Section Is Determined At 1+348.7 Km. The End Of The Profile Was Related To The End Of The Road Repair In 2024. At Km 1+738.7. The Total Length Of The Repaired Section Is 390.0 M. For The Entire Section, The Renewal Of The Existing Road Surface Is Designed To Secure The Existing Layers And The Performance Of A New Asphalt Layer Of The So -Called Overlays. For The Entire Section, A Road Cross-Section Was Adopted In Accordance With The Normal Cross-Section A-A And B-B. Technical Parameters Of The Designed Roadway- Street Technical Class- Internal Road- Design Speed- 30Km/H- Width Of The Road Surface- 3.5-3.9M- Road Width- 0.75M- Length Of The Repaired Section- 390.0M- Axis- 100 Kna Section Of The Road Covered By The Following Construction Cross-Sections: Construction Cross-Section Of The Road Surface And Intersections:- Foundation From The Existing Structure,- Geocomposity Made Of Glass Fibers Coated With A Polymeroasphalt Layer That Meets The Following Conditions: Min. Stretching Strength 100 Kn/M, Border Elongation When Breaking Max. 3%, Resistance To The Temperature Min. Up To 190 ° C- Ac11s Country Gr. 6Cm. Earthbobs Are Made To Make A Natural Aggregate Mixture. Removable Humus Should Be Submitted In The Place Indicated By The Investor. The Ratio Of The Bottom Level Of The Trough Should Be Is = 1.00. All Earthworks Should Be Performed In Accordance With The Earthworks-Earning And Research Standard Pn-S-02205/98 And Earthworks-General Requirements Pn-B-06050/99. Earthworks And Other Works Related To The Use Of Mechanical Equipment Or Technical Devices, Carried Out Within The Root Block Of Trees Or Shrubs In Green Areas Or Trees Should Be Made In The Least Harmful Way To Trees Or Shrubs. All Work Performed In The Root Growth Zone Should Be Carried Out With Special Caution And Without The Use Of Heavy Equipment. The Root Growth Zone Is