Tenders Are Invited For Construction Of A Municipal Road In Chlewnica

The Subject Of The Order Is The Construction Of A Municipal Road In Chlewnica. The Investment Area Includes Plots No.: - Chlewnica Precinct: 28/1, 34/2, 38/1, 39/9, 39/10, 39/12; - Darżyno Precinct: 1/1, 244/6, 245/1; - Potęgowo Precinct: 757, 758, 767/3, 767/4, 768.1) Current Status: Currently, The Area In The Area Of The Planned Construction Of A Municipal Road Is Served By Internal Municipal Roads With Dirt Surfaces And Partly Made Of Concrete Slabs. The Northern Part Of The Area Is Connected To National Road No. 6 Through The Internal Road Ul. Przemysłowa In The Form Of An Exit From Dk6. The Area On The Southern Side Is Connected To National Road No. 6 In The Form Of An Exit. The Target Communication System Provided For In The Current Local Development Plan Provides For The Abandonment Of The Above-Mentioned Connections. The Area North Of National Road No. 6, In The Place Where The Municipal Road Is Planned To Be Located, Is Used As Arable Land. At The End Of The Planned Section Of The Municipal Road, There Is An Existing Internal Road With A Surface Of Concrete Slabs, Running Transversely To The Planned Public Municipal Road. The Area South Of National Road No. 6, In The Place Where The Municipal Road Is Planned To Be Located, Is Partly Used As Arable Land, And Partly There Are Internal Roads (With A Parallel Course) With Dirt Surfaces And Irregular Widths From 3 To 7 M, Providing Access To Adjacent Properties And Fields. The Area Of ​​The Planned Investment Includes Infrastructure In The Form Of Networks And Connections: Water Supply, Sanitary Sewage, Telecommunications And Electricity. 2) Designed Project: The Task Involves The Construction Of A Single-Lane, Two-Lane, Two-Way Municipal Road Of Technical Class L And Vehicle Traffic Category Kr2. Scope Of Works: - Reconstruction/Construction Of A Road With A Length Of 990 M And A Basic Width Of 6 M, I.E. Two Traffic Lanes Of 3 M Each (Layers: Existing Subgrade, Auxiliary Sub-Base 18 Cm Thick, Basic Lower Sub-Base 20 Cm Thick, Primary Upper Sub-Base Thick. 7 Cm, Mineral-Asphalt Binding Layer 5 Cm Thick, Mineral-Asphalt Wearing Layer 4 Cm Thick); Including: Construction Of A Road On A Section With A Length Of Approx. 30 M From Concrete Road Slabs (Layers: Existing Subgrade, Basic Base Made Of Crushed Aggregate 19 Cm Thick, Ballast Layer 5 Cm Thick, Solid Concrete Road Slabs 150X300x15 Cm, Gray Color, 15 Cm Thick); Sewered Intersection At The Intersection Of The Municipal Road With National Road No. 6; - 0.75 M Wide Dirt Shoulders On Both Sides With A Natural Aggregate Surface; - Construction Of Parking Lanes For Trucks, 80, 60 And 40 M Long, Respectively; - Exits Made Of Concrete Paving Stones. 10 Cm – 12 Pcs. - Construction Of A Sidewalk Made Of Concrete Paving Stones. 8 Cm - Width 1.8 M And Width 2 M - Construction Of A Street Service Channel - 913.5 M And Construction Of A Culvert Service Channel - 58.5 M, 12 Cable Wells; - Road Drainage: Longitudinal And Transverse Surface Slopes To Design