Tenders Are Invited For Improvement Of Road Infrastructure In The Gielniów Commune - Part 3: Reconstruction Of The Municipal Road In Rozwady

1. Name Of The Order Given By The Ordering Party: Improvement Of Road Infrastructure In The Gielniów Commune - Part 3: Reconstruction Of The Commune Road In Rozwady. 2. The Subject Of The Order Includes The Performance Of Construction Works Consisting In Improving The Road Infrastructure In The Gielniów Commune By Rebuilding The Commune Road In Rozwady.3. Investment Location: The Planned Scope Of The Investment Is Located In The Town Of Rozwady, On A Plot With Registration Number: 845, Rozwady District, Gielniów Commune, The Plot Is A Right-Of-Way Of Public Road No. 330206W. The Above Plots Are Not Entered In The Register Of Monuments And Are Not Protected Under The Local Development Plan, And Are Not Located Within The Mining Area. 4. Scope Of Construction Works Covered By The Subject Of The Order: The Entire Road Section Was Designed To Restore The Original Condition Of The Road And Shoulders. The Designed Works Will Consist In Making A New Asphalt Overlay On The Road And Improving The Existing Roadsides With Crushed Aggregate. The Remaining Road Elements Remain Unchanged. On The Entire Road Section, The Plan Is To Reconstruct A 4.5 M Wide Road And Strengthen The 0.5-0.75 M Wide Roadsides On Both Sides. Road Structure: Wearing Course Made Of Ac8s Asphalt Concrete. 3Cm; Leveling Layer Of Ac11w Asphalt Concrete In The Amount Of 100 Kg/M2 On Average; Existing Surface Profiled And Leveled By Cold Milling. Road Surface On The Existing Aggregate: Wearing Course Of Ac8s Asphalt Concrete, Thickness. 3Cm; Binding Layer Of Ac11w Concrete, Thickness 4Cm; Substructure Made Of Crushed Aggregate, Profiled And Leveled, With Additional Thicknesses. Layers After Compaction 7 Cm;Sides: Layer Of Crushed Aggregate 0/31 Gr. 7 Cm, The Ground Is Filled, Leveled And Compacted. Exits: Exits Directly Through The Roadside. The Surface On The Slopes Should Be Supplemented With Mechanically Stabilized Crushed Aggregate 0/31.5 Mm. On Existing Exits With A Paving Stone Surface, Its Height Should Be Adjusted By Reprinting It With The Possible Addition Of Topping And Sub-Base. Road Drainage Elements: Drainage Of The Road Remains As In Its Existing State, In The Form Of Longitudinal And Transverse Slopes Of The Road And Shoulders Towards The Adjacent Area.5. Details Regarding Functionality, Material Solutions, Including: Minimum Requirements Of The Ordering Party Regarding: Technical And Technological Parameters, Requirements For The Execution And Acceptance Of Construction Works, Warranty Conditions, Contractors Obligations, Etc. Are Specified In The Following Documents: 1) Materials For Reporting Construction Works That Do Not Require A Building Permit For The Subject Of The Notification: Renovation Of A Municipal Road In Rozwady; 2) Technical Design: Renovation Of A Municipal Road In Rozwady; Rozwady;3) Traffic Organization Project: Renovation Of A Municipal Road In Rozwady;4) Technical Specification For The Execution And Acceptance Of Construction Works;5) Construction Noti