Tenders Are Invited For Construction Of The Byszki Road.

The Subject Of This Study Is The Construction Project Of The Jastrowie Byszki Municipal Road. The Designed Facility Is Classified As Category Xxv. The Planned Investment Is Located In The Town Of Jastrów On Plots No.: 2529/2, 2519. The Area Of The Planned Investment Is Covered By The Local Development Plan - Resolution Of The Jastrowie City Council No. 69/2007 Of October 30, 2007. In The Area Of The Planned Investment There Is A Locally Paved Dirt Road. Aggregate And Crushed Concrete Rubble With A Width Ranging From 3.00 To 4.50 M. The Existing Dirt Road Is In Poor Technical Condition. There Are Numerous Irregularities And Lack Of Proper Drainage. The Existing Road Is Largely Located Outside The Existing Road (Plot No. 2529/2). The Investment Area Located On Plot No. 2519 Remains Undeveloped And Covered With Low Vegetation. There Are Mainly Grasses, Bushes And Single Trees. The Existing Road Lacks Street Lighting, Storm Sewage And Separate Roadsides. The Existing Road Is Drained Surface-Wise Into The Adjacent Area. The Existing Road Serves As An Internal (Non-Public) Road, The Purpose Of Which Is To Provide Communication Services For Adjacent Plots And Properties. The Planned Road Begins At Km 0+000.00, 21 M From Plot No. 2529/1, And Ends At Km 0+393.30 On The Border With Plot No. 2513/6. The Length Of The Designed Route Is 393.30 M. The Road In Question On The Section 0+000.00 - 0+065.00 Was Designed As A Single-Lane, Two-Lane, Two-Way Road, While On The Remaining Section (At Km 0+065.00 - 0+393.30) It Was Designed As A Single-Roadway, Single-Lane, Two-Way Road With Passing Areas. Due To Difficult Conditions (Narrow Road), The Parameters Of The Passing Areas Were Adjusted In Such A Way As To Fit Them As Closely As Possible Into The Existing Road. As Part Of The Study In Question, The Geometry Of The Existing Dirt Road Was Corrected To Fit It Into The Boundaries Of The Existing Road. In The Geometry Of The Route, 6 Horizontal Curves Were Designed With Radii In The Range R = 3.00 - 6.00 M. The Width Of The Designed Road Is Variable In The Range Of 3.50 - 5.00 M With Widenings On Horizontal Curves In Accordance With The Land Development Design - Drawing No. Bitumen Made Of Asphalt Concrete Ac 11S (Kr 3-4), And The Roadsides Made Of A Mixture Unbound With Aggregate 0/31.5 Mm, Thickness. 10 Cm, Light In Color. The Area Beyond The Roadsides And The Designed Slopes Were Designed As Green Areas By Top Dressing. 10 Cm And Sown With Grass Seeds. On The Section 0+002.00 - 0+025.50 (Left Side), The Surface Of The Existing Exit And Hardening Of The Area With Concrete Cubes Are Planned To Be Relocated (Height Connection). As Part Of The Designed Investment, Two Exits Were Designed, Located At Km 0+041.47 With A Road Width Of 3.50 M And At Km 0+188.36 With A Width Roadway 4.00 M. The Surface Of The Exits Is Made Of Concrete Cubes With A Thickness Of 8 Cm. The Exit Framing Is Designed With Concrete Retainers With Dimensions. 12X25 Cm Placed On A C 12/15 Concret