Tenders Are Invited For Sr.272.Rb.43.2026.Pw Construction Of A Sidewalk On The District Road No. 2335G In The Town Of Tujsk-Nowotna, Stage Ii

Description Of The Subject Of The Order1.The Subject Of The Order Is The Task Entitled: Construction Of A Sidewalk On The District Road No. 2335G In The Town Of Tujsk-Nowotna, Stage Ii2.Description Of The Subject Of The Order: 1) Location: The Investment Is Located In: Nowy Dwór County, Stegna Commune, Registration Unit: 221004_2 Stegna, Registration District: 0018 Tujsk, Plots No. 64, 63/7, 209, 213/57.2) Guidelines For Construction Works: Construction Works Should Be Carried Out In Accordance With The Developed Design Documentation, Which Constitutes An Attachment. To Swz.3) Existing Condition: District Road No. 2335G Is A Road With A Bituminous Surface, Approx. 5.20 M To 5.80 M Wide. There Are Roadside Ditches Along The Road. The Road Is Partially Located On An Embankment. The Road Along The Designed Sidewalk Has Dirt Shoulders With Adjacent Roadside Ditches To Which Rainwater From Road Surfaces And The Road Is Drained. In The Area Covered By The Study, There Are Exits To Fields And Plots. The Existing Exits Have Dirt Surfaces.4) The Detailed Scope Of Work Is Indicated In The Design Documentation Prepared By Prowald Waldemar Prorok, Ul. Polna 11C/17, 82-300 Elbląg And In The Detailed Technical Specifications (Sst), Constituting Annexes To Swz.5) Scope Of Works: Reconstruction Of District Road No. 2335G On A Section Of Approx. 520 M - From The Existing Sidewalk In The Town Of Tujsk To The Town Of Nowotna (Km 0+378 In The Design Documentation). A) Construction Works Include: • Construction Of A Sidewalk Made Of Concrete Cubes, Approximately 520 M Long And 1.5 M Wide, • Reconstruction Of Existing Exits, • Construction Of Retaining Walls In The Slope Of Roadside Ditches, • Renovation - Reconstruction Of Part Of The Existing Roadside Ditch, • Renovation Of Slopes Of Road Ditches From The Sidewalk Side, • Possible Protection Of Technical Infrastructure.6) Structural Arrangement Of The Building: A) Driveways To Agricultural Land:• Wearing Course Made Of Asphalt Concrete, Thickness 4 Cm, • Binding Layer Of Asphalt Concrete Ac 11 Gr. 4 Cm, • Substructure Made Of Crushed Aggregate 0-31.5 Mm Thick. 15 Cm, • Soil Stabilization With Cement Rm = 1.5 Mpa Thickness. 15 Cm, • Medium-Grained Sand. 20 Cm.B) Sidewalk:• Wearing Course Made Of Concrete Cubes. 6 Cm, • Cement-Sand Backfill, Thickness. 3 Cm, • Substructure Made Of Mechanically Stabilized Crushed Aggregate 0-31.5 Mm Thick. 10 Cm, • Medium-Grained Sand. 15 Cm.C) Curbs And Edges: A. For Sidewalks, Use: • On The Road Side, Concrete Curbs 15X30x100 On A Concrete Bench With C12/15 Concrete Support, Protruding 12 Cm. • On The Side Of The Roadside Ditch, 8X30x100 Concrete Curbs Placed On A Bench With C12/15 Concrete Support.B.For Exits, Use: • On The Side Of The Road Surface, Concrete Curbs 15X30x100 On A Concrete Footing With C12/15 Concrete Support, Embedded 0 Cm. The Gap Between The Exit And The Road Surface Should Be Filled With Asphalt Mass Or Bituminous Grouting Mass, • In The Remaining Part Of The Exit