Tenders Are Invited For Reconstruction (Modernization) Of Municipal Road No. 107450L Access To Agricultural Land In The Town Of Jaworów On The Section From Km 0+000 To Km 0+568

The Subject Of The Investment Is: Reconstruction (Modernization) Of Municipal Road No. 107450L, Access To Agricultural Land In The Town Of Jaworów, On The Section From Km 0+000 To Km 0+568.The Scope Of The Investment Includes: Construction Of A Double-Sided Retainer Made Of Crushed Aggregate 0-31.5 Mm Thick Along The Road. 20 Cm And 50 Cm Wide (125 Cm At The Junctions); Reinforcing The Existing Surface With Crushed Aggregate Along The Entire Section By Installing: • A Leveling And Reinforcing Base Layer Made Of Mechanically Stabilized Crushed Aggregate 0-31.5 Mm With An Average Thickness Of 8 Cm; • A Base Layer Made Of Stabilized Crushed Aggregate 0-31.5 Mm Mechanically With An Average Thickness Of 8 Cm;• Binding Layer Of Asphalt Concrete Ac11w Kr1/2 Dia. Gr. 3Cm;• Wearing Course Of Asphalt Concrete Ac11s Kr1/2 Thickness. 3Cm; Construction Of Roadsides Improved With Crushed Aggregate 0.75M Wide On Both Sides Of The Road, Along The Edge Of The Asphalt Road;Designed Conditionthe Beginning Of The Road Development Is At Km 0+000.00 (Vertex W1), And The End At Km 0+568.00 (Vertex W5).The Designed Road Runs Along The Trace Of The Existing Road. The Route Of The Road Has Been Defined By A Situational Plan With The Tops W1-W5. The Entire Section Has A Road With A 3.5 M Wide Asphalt Road And A Cross-Track Road With 0.75 M Wide Crushed Aggregate Shoulders On Both Sides. In Addition, Two Passing Roads Have Been Designed At Km: 0+012.50, 0+417.10 In Order To Widen The Road Along Its Length. 25.0 M To 5.0 M. Technical Parameters Of The Municipal Road: Road Technical Class - D Length Of The Road Section: 568.0 M Design Speed Vp = 30 Km/H Drainage: Surface Towards The Roadsides Passing Channels: 2 Pcs. In Km: 0+012.50, 0+417.10 Construction Solutions: As Part Of The Reconstruction, In Consultation With The Investor, It Is Planned To Strengthen The Existing Aggregate Surface In The Following Way: A. Asphalt Road - Reinforcement Of The Existing Surface With A Wearing Course Of Ac11s Kr ½ Asphalt Concrete According To Pn-En-13108-1 - Thickness 3 Cm Binding Layer Of Asphalt Concrete Ac11w Kr ½ According To Pn-En-13108-1 - Thickness. 3 Cm Layer Of Foundation Made Of Mechanically Stabilized Crushed Aggregate 0-31.5 Mm, 8 Cm Thick Layer Of Leveling Foundation Made Of Mechanically Stabilized Crushed Aggregate 0-31.5 Mm, Thickness 8 Cm Existing Foundation Made Of Aggregateb. Resistance - Substructure Made Of Crushed Aggregate 0-31.5 Mm, Mechanically Stabilized - 20 Cmc Thick. Shoulder - Surface Made Of Mechanically Stabilized Crushed Aggregate 0-31.5 Mm - Thickness 12 Cm Passing Roads. Due To The Width Of The Designed Asphalt Road, I.E. 3.5 M, Two Passing Passes Were Designed At Km: 0+012.50, 0+417.10 In Order To Widen The Width Of The Road Along The Passing Length, I.E. 25 M To 5.0 M. Entrance And Exit Slopes To The Passing Road Were Used In The Proportion Of 1:4. Drainagethe Municipal Road Has Surface Drainage Towards The Aggregate Roadsides And Green Areas T