Tenders Are Invited For Reconstruction (Modernization) Of Municipal Road No. 107450L Access To Agricultural ... in Poland
Tender Notice
TenderID
111547986
Tender Brief
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
Contact Information
Address
Gmina Żyrzyn,Żyrzyn,24-103,Lubelskie,Pl815 - Puławski
Contact No.
818814226
Email
ugzyrzyn@post.pl
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