Tenders Are Invited For Extension Of Municipal Roads No. 040511C, 040513C, 040148C In The Grudziądz Commune

The Subject Of The Investment Is The Expansion Of Municipal Roads 040148C, 040511C, 040512C And 040513C Located In The Towns Of Wałdowo Szlacheckie, Ruda, Biały Bór And Mały Rudnik In The Grudziądz Commune In The Grudziądz Poviat. Municipal Roads Are Located In The Southern Part Of The Grudziądz Commune. From The South, The System Of The Planned Municipal Roads Is Connected With The District Road 1395C, From The North With The Municipal Road 040147C. The Primary Goal Of The Study Is To Improve Traffic Safety Through The Use Of Standard Geometry Parameters, Standard Type Of Municipal Road Construction, Separation Of Pedestrian And Bicycle Traffic And Solving The Problem Of Rainwater In This Area;3. The Roadway Of Municipal Roads Was Designed With A Protruding Concrete Curb On The Side Of The Road For Pedestrians And Bicycles. On The Side Of The Dirt Roadside Reinforced With Aggregate, The Edge Of The Bituminous Surface Is Not Limited By The Curb, Except For The Sections: From Km 0+508 To Km 0+606 On The Right Side, From Km 1+277 To Km 1+348 And From Km 1+789 To Km 1+839. These Sections Will Be Equipped With A Concrete Drive-On Curb Protruding 4 Cm. Exits From The Road To The Area Of ​​Neighboring Plots Via The Pedestrian And Bicycle Path Are Cut Off By An On-Ramp Curb Next To The Road, While On The Sides Of The Exits There Are No Stops Or Curbs, Only A Continuous Bicycle Path. Exits From The Lane Border Are Closed With A 12X25cm Concrete Retainer. The Pedestrian And Bicycle Path Will Be Limited From The Side Of The Lane Border By A Concrete Edge Of 8X30cm. At Pedestrian Crossings, The Curb Should Be Placed At A Height Of +-0 Cm From The Road Surface. On Exits, The Curb Should Be Lowered So That It Protrudes 2-4 Cm Above The Road. It Is Planned To Remove The Overgrown And Unmaintained Turf Located Within The Road Right-Of-Way. After Profiling The Roadsides, Regulating Ditches And Slopes, It Is Planned To Sow Them With Grass;4. It Is Planned To Use Existing Road Ditches, Which Need To Be Adjusted. In Locations Where There Is No Space For Surface Drainage Of Water Into Ditches, The Water Will Be Drained To French Drains Located In The Bicycle Path Embankment - Under The Structure Or Under The Kłsm Hardened Ground Roadsides. The Location Of Sidewalks With Drainage Is Indicated In The Pzt.;5. Based On The Obtained Results Of Geotechnical Exploration And Taking Into Account The Characteristics Of The Structure, Geotechnical Category Ii Is Proposed. The Geotechnical Category Of The Facility Is Determined By Its Designer.6. Municipal Road 40148C. Municipal Road Class L, Single-Lane, Two-Lane, Two-Way Road In The Form Of A 5.5 M Wide Road And A Single-Sided Pedestrian And Bicycle Path With A Net Width Of 2.5 M. Traffic Category Kr-2. Design Speed ​​30Km/H. Municipal Road 40511C. Municipal Road Class L. Single-Lane, Two-Lane, Two-Way Road In The Form Of A Road, 5.5 M Wide, And A Single-Sided Pedestrian And Bicycle Path With A Net Width Of 2.5 M. Traffic Cat