Tenders Are Invited For Sr.272.Rb.26.2026.Pw Renovation Of District Road No. 2316G Płonina - Groszkowo

Description Of The Subject Of The Order1. The Subject Of The Order Is The Task Entitled: Renovation Of The District Road No. 2316G Płonina - Groszkowo.2. Description Of The Subject Of The Order: 1) Location: The Investment Is Located In Nowy Dwór County, Sztutowo Commune, Registration Unit: 221005_2, Registration District: 0001 Groszkowo, Plot No. 52, 88.2) Guidelines For Construction Works: The Detailed Scope Of Work Is Indicated In The Documentation Prepared By Trasa Mirosław Klotzke, Ul. Łąkowa 6, 83-101 Rotmanka And In The Detailed Technical Specifications (Sst), Constituting Annexes To Swz.3) Existing Condition: The Section Of The Road Intended For Renovation Is Surrounded By Single-Family Buildings And Has A 5.0 M Wide Bituminous Surface. There Are Numerous Individual Exits To Fields And Private Properties Along The Road. In The Road Right-Of-Way Of Road 2316G, On The Section Under Development, There Is An Electricity, Telecommunications And Water Supply Network As Well As A Storm Sewage Network, Which Do Not Interfere With The Scope Of Works. There Are Bushes And Trees In The Road Area. The Greenery Does Not Interfere With The Planned Road Surface Renovation. 4) Scope Of Works: A) Renovation Of District Road No. 2316G Includes Works Aimed At: • Improving The Technical Condition Of The Road By Constructing A New Bituminous Surface In Order To Obtain Standard Transverse And Longitudinal Slopes, • Increasing The Roads Load-Bearing Capacity By Strengthening Its Structure, • Improving The Safety Of Road Users, • Improving Traffic Flow. B) Technical Parameters Of The Road: • Road Class: - Collector Road, • Width Of The Designed Road: - 5 M Along The Existing Track, • Transverse Inclination: - 2.0%,• Design Speed: - 50 Km/H,• Load: - 115 Kn/Axle.C) Pavement Structure At Km 0+390 - 0+770• Wearing Course Made Of Mineral-Asphalt Mixture Sma 16 Jena Gr. 6 Cm, • Anti-Cracking Mesh Min. 90/90 Kn, • Foundation Layer Made Of Ac 22P Asphalt Mixture, Thickness. 6 Cm,• Leveling Layer Of Mechanically Stabilized Crushed Aggregate C 90/3 0/31.5 Gr. 20 Cm, • Existing Pavement Structure. D) Pavement Structure At Km 0+000 – 0+390 • Wearing Course Made Of Mineral-Asphalt Mixture Sma 16 Jena Gr. 6 Cm, • Anti-Cracking Mesh Min. 90/90 Kn, • Binding/Leveling Layer Made Of Ac 16W Mineral-Asphalt Mixture, Dia. Gr. 6 Cm,• Existing Surface Structure.E) Other Guidelines:• As Part Of The Road Renovation, It Is Planned To Make Roadsides From An Optimal Mixture, With An Average Thickness Of 15 Cm.• The Construction Or Cleaning Of Ditches Will Be Performed By The Road Manager As Part Of Its Own Maintenance Works.• The Reconstruction Does Not Include Replacing The Existing Vertical Markings With New Ones.• For The Duration Of The Reconstruction, The Contractor Is Obliged To Prepare A Temporary Traffic Organization, Which Must Be Approved By The Traffic Manager On This Road.• Before Commencement Of Works, Network Operators Should Be Informed About The Commencement Of The Works.