Tenders Are Invited For Reconstruction Of Provincial Road No. 340 (Division No. 150), Consisting In The Construction Of A Sidewalk In The Town Of Rościsławice, Oborniki Śląskie Commune

The Subject Of The Order Will Be Carried Out On The Basis Of The Design Documentation: Reconstruction Of Provincial Road No. 340 (Division No. 150), Consisting In The Construction Of A Section Of The Pedestrian Road In The Town Of Rościsławice, Oborniki Śląskie Commune And The Certificate Of No Objection If-Ab.7843.577.2025.Nw Of February 18, 2026. The Subject Of The Order Concerns The Performance Of All Construction Works Covered By The Documentation Mentioned Above. Before Final Acceptance Of The Works, The Contractor Will Be Required To Obtain An Occupancy Permit On Behalf Of The Investor For The Completed Task In Accordance With The Design Documentation. Task Description: Investment Location: The Planned Investment Area Is Located On A Plot Within The Provincial Road No. 340, Registered As Plot No. 150, Rościsławice District. Existing Status: Provincial Road No. 340 (Plot No. 150) Has A Semi-Street Cross-Section On The Section In Question. The Cross-Section Of The Road Consists Of A Road With A Mma Surface, Approximately 6.00 M Wide. On The Northern Side Of The Road, There Is A Sidewalk With A Bkb Surface And A Width Of Approximately 1.50 M. The Sidewalk Is Separated From The Road By A Green Belt. On The Opposite Side Of The Road There Is A Shoulder And A Roadside Ditch. The Road Within The Investment Is Drained Into A Roadside Ditch. The Section Of The Road In Question Is Illuminated By Street Lighting Lanterns Located Along The Road, On Its Southern Side. The Investment Does Not Require The Felling Of Trees. The Investment Does Not Require The Demolition Of Buildings. Design Solutions: Reconstruction Of The Road At Km 31+891 - 32+0191) Pavement Parameters · Road Class - Main · V Allowed On The Road - 50 M/H · Sidewalk Length - 128 M · Sidewalk Width - 2.35 M · Sidewalk Cross-Slope - 2% Sidewalk Surface Structure: Concrete Cubes, Vibro-Pressed, Not Chamfered, Gray Color - 8 Cm Thick Cement-Sand Backfill - 3 Cm Basic Subbase Made Of A Mixture Unbound With C90/3 Aggregate With Grain Size Continuous 0/31.5 Mm - Thickness 15 Cm Layer Of Improved Subsoil Made Of Non-Seeded Soil With Cbr => 20% - 10 Cm2) Slope Parameters · Class - C · Slope Length - 3.80 M · Slope Width - 4.00 M · Longitudinal Slope Of The Descent · Cross Slope Of The Descent - 0.5% Surface Structure Exit: Concrete Cubes, Vibro-Pressed, Not Chamfered, Graphite Color - Thickness 8 Cm Cement-Sand Backfill - 3 Cm Base Subgrade Made Of A Mixture Not Bound To C90/3 Aggregate With Continuous Grain Size 0/31.5 Mm - Thickness 19 Cm Layer Of Improved Subsoil Made Of Non-Seeded Soil With Cbr => 20% - 10 Cm3) Provincial Road Road Surfacethe Existing Road Surface Of The Provincial Road Should Be Recreated On The Section Along The Designed Sidewalk And 1.0 M Wide. Construction Of The Provincial Road Road Surface: Wearing Layer Made Of Ac 11 S Asphalt Concrete - 4 Cm Thick Binding Layer Made Of Ac 16 W Asphalt Concrete - 8 Cm Basic Base Made Of Ac Asphalt Concrete 22 P - 12 Cm.4) Ditch From Km