Tenders Are Invited For Modernization Of The Road In Lubnów At Ul. Chestnut

Completion Of The Task Within The Period From The Date Of Signing The Contract: 4 Months. The Subject Of The Order Will Be Carried Out On The Basis Of The Design Documentation: Reconstruction Of Ul. Kasztanowa In Lubnów, Stage Ii And The Certificate Of No Objection Aib.6743.1.138.2023 Of September 11, 2023. The Subject Of The Order Concerns The Performance Of All Construction Works Covered By The Documentation Mentioned Above. To The Contractor Of The Task Before Final Acceptance Of The Works. It Will Be Necessary To Obtain, On Behalf Of The Investor, An Occupancy Permit For The Completed Task In Accordance With The Design Documentation. Task Description: Investment Location: The Area Of The Planned Investment Is Located On Municipal Plots No. 394 And 460/1 Am-1 In The Lubnów Cadastral Area. Existing Status: The Road In Question Is Located In Lubnów, In The Oborniki Śląskie Commune. The Roadway Of The Municipal Road Has A Stone Pavement Surface (Pebbles) And Partly A Dirt And Crushed Stone Surface Without Clearly Shaped Earth Shoulders. The Surface Is Characterized By Numerous Defects And Unevenness. The Existing Green Belts Have Variable Widths. The Road Drainage Within The Investment Takes Place On The Surface Through The Flow Of Rainwater Onto The Earth Shoulders Located On Both Sides Of The Road. The Area Covered By The Study Is Not In The Conservation Protection Zone. Design Solutions: The Beginning Of The Rebuilt Street. Kasztanowa Is Located Near The Existing Intersection With Ul. Akacjowa, It Is Km 0+000 According To Design Mileage. Reconstructed Ul. Kasztanowa Stage Ii Runs In A Straight Section And Ends In The Area Of ​​The Existing Intersection With The District Road. Reconstructed Ul. Kasztanowa Stage Ii Will Have A 5.00 M Wide Bituminous Surface Along The Entire Length Of The Reconstruction. As Part Of The Reconstruction Of Ul. Kasztanowa Stage Ii, 0.75 M Wide Aggregate Roads On Both Sides And A Public Exit In The Area Of ​​The Intersection With Ul. Are Planned Along The Entire Length. Akacjowa. The Necessary Number Of Individual Exits To Properties/Plots With Bituminous Surfaces Are Also Designed. The Remaining Undeveloped Area Of ​​The Road Along The Street. Kasztanowa Stage Ii Was Designed As Green Belts Of Variable Width Up To The Border Of The Road. 1) Road Parameters · Road Class - Municipal Access Road · Traffic Category - Kr 1 · Road Length - 170.32 M · Road Width - 5.00 M · Roadside Width - 0.75 M · Cross-Slope Of The Road - 2% (Roof) · Cross-Slope Of The Shoulder - 8%2) Construction Of The Road Surface And Public Exit: Demolition Of The Existing Stone Pavement, 8 Cm Thick. Wed. 35 Cm Construction Of A New Structure In The Layer System: Wearing Layer Of Asphalt Concrete Ac 11S - Thickness 4 Cm Binding Layer Of Asphalt Concrete Ac 16W - Thickness. 5 Cm Layer Of Basic Foundation Made Of An Unbound Mixture Of Mechanically Stabilized Crushed Aggregate 0/31.5 Mm - Thickness 20 Cm Layer Of Cement-Stabilized Soil Rm=5 Mpa - Thickne