Tenders Are Invited For Reconstruction Of Municipal Road No. 10869R Górno Through The Forest (Sokołowska Street In Górno) Along With The Construction Of A Pedestrian And Bicycle Road And Bus Bays

The Subject Of The Order Is The Implementation Of An Investment Called Reconstruction Of Municipal Road No. 10869R Górno Through The Forest (Sokołowska Street In Górno) Along With The Construction Of A Pedestrian And Bicycle Road And Bus Bays. The Subject Of The Study Includes The Reconstruction And Expansion Of Municipal Road No. 108696R Along With The Accompanying Infrastructure. The Construction Works To Be Performed At The Above-Mentioned Site Include, In Particular, The Reconstruction Of The Existing Regular Intersection Into A Canalized Intersection And The Adjustment Of The Road Width To 5.50 M. A Pedestrian And Bicycle Path Has Been Designed On The Right Side Of The Road Along The Entire Section. Two Bus Bays Are Planned To Be Built In The Area Of ​​The Intersection With Municipal Road No. 108703R. In Addition, A Retention And Evaporation Tank Was Designed To Manage Rainwater. On The Section From Km 1+195 To Km 1+420, Herpetological Fences Were Designed To Protect Animals During Migration Periods. Reconstruction Of The Culvert Is Planned At Km 1+349.01. Two Engineering Structures Are Located At Km 1+515.91. The Existing Bridge Over The Turka Stream Is Scheduled For Renovation. Parallel To The Bridge, On The Right Side, A Pedestrian And Bicycle Footbridge Has Been Designed Along The Planned Pedestrian And Bicycle Path. The Footbridge Was Designed As A Single-Span Structure. The Load-Bearing Structure Is A Prefabricated Hollow-Core Slab Made Of Reinforced Concrete, 0.50 M Thick. Road Lighting Will Be Provided Along The Entire Section Of The Road, Including Pedestrian Crossings And Cyclist Crossings. The Road Drainage Will Be Carried Out By Transverse And Longitudinal Slopes Of The Road. Rainwater And Meltwater Will Be Discharged Into Street Gullies And Then Through The Designed Rainwater Drainage System To A Roadside Ditch And To The Turka Stream. Some Of The Water Will Be Discharged Directly Into The Ditches Through Sewers, And Some On The Surface To Open Ditches With A Slope Inclination Of 1:1.5 And 1:2. On The Section From The Beginning Of The Development To Km 1+300, Rainwater Will Be Directed To The Designed Retention And Evaporation Reservoir. From A Further Section, Water Is Planned To Be Discharged Via Storm Sewage To The Turka Stream. In Connection With The Implementation Of The Investment, It Is Planned To Mill The Upper Bituminous Layers Of The Existing Road Surface And Demolish The Remaining Road Structure And Existing Communication Connections (Exits), As Well As Remove Street Elements - Edges And Curbs To The Extent Necessary To Construct The Designed Road Structure And Exits In Accordance With The Approved Land Development. The Plan Includes The Demolition Of Culverts Under The Road Crown, Replacement Of The Surface, Protective Barriers And Cornices On The Bridge Over The Turka Stream. The Dismantling Also Covered Utility Networks Which Will Be Out Of Service After Reconstruction In The Same Or Another Location. The Investmen