Tenders Are Invited For Modernization Of Municipal Roads In Zagaje And Staropol

The Subject Of The Order Is The Modernization Of Municipal Roads In Zagaje And Staropol, Including The Execution Of Two Tasks: Task 1 - Modernization Of The Road In Zagaje, Plot No. 119/2, Zagaje District. The Subject Of Task 1 Is The Reconstruction Of The Municipal Road In The Form Of A Pedestrian And Carriageway On A Section With A Length Of 216.33 M. The Scope Of Work Includes The Demolition Of The Existing Surface, Drainage And Construction Of A New Road Structure With A Width 4.1 M Of Pdtp Reinforced Concrete Slabs (120X80x16 Cm) And Openwork Slabs. The Investment Involves The Construction Of Ramps Made Of Paving Stones (3.5 M Wide) And Aggregate Roadsides On Both Sides (0.75 M Wide). Drainage Will Be Carried Out On The Surface (Slope Of 2%) Into The Adjacent Green Areas, While Maintaining A Smooth Connection Of The Grade Line With The Elevations Existing At The Beginning And End Of The Section. The Works Also Include Height Adjustment Of Existing Manholes And Covers Of Underground Utilities. Task 2 - Modernization Of The Road In Staropol, Plot No. 195, Staropole District. The Subject Of Task 2 Is The Reconstruction Of The Municipal Road Located On Plot No. 195 In Staropole, Implemented In The Form Of A Pedestrian And Driving Route On A Section With A Length Of 313.50 M. The Scope Of Work Includes The Demolition Of The Existing Road Structure And Exits, And Then Construction Of A New 4.1 M Wide Surface From Reinforced Pdtp Concrete Slabs With Dimensions Of 120X80x16 Cm, Filling The Space Between The Concrete Slabs With Openwork Slabs. The Investment Also Includes The Construction Of A Parking Bay With Dimensions Of 30.0 M By 2.75 M, Construction Of Exits Made Of 5.0 M Wide Concrete Paving Stones And 0.75 M Wide Aggregate Roadsides On Both Sides. Height Adjustment Of Existing Manholes And Covers Of Underground Utilities In Order To Adapt Them To The New Road Grade. The Entire Structure Will Be Placed On A 20 Cm Thick Sand And Gravel Base, Maintaining The Designed Transverse Slope Of 2% And Relating To The Existing Terrain And Elevations, Which Will Ensure Proper Drainage And Functionality Of The Communication Route.