Tenders Are Invited For Road Construction In Śmiłów, Ul. Sosnowa

The Subject Of The Order Is The Construction Of A Road On Sosnowa Street In Śmiłów. The Investment Is Located In Śmiłowo, On Plots No. 315-1, 366, 196, 192/23 - Id 301903_5.0011. The Area Of ​​The Planned Investment Is Covered By The Local Development Plan. Resolution Of The Kacza Commune Council No. Vi (39) 2007 Of May 25, 2007. Existing Status: The Existing Public Municipal Road Of Class W (Internal) Has A Ground Surface Hardened With Crushed Aggregate, Crushed Concrete Rubble And Furnace Slag. The Width Of The Existing Road Is Variable And Ranges From 2.70 To 5.50 M, In Accordance With The Land Development Plan. The Existing Road Has A Direct Connection To The District Road No. 1177P Through An Existing Exit Made Of A Mineral-Bituminous Mixture. The Existing Road Does Not Have Sidewalks Or Separated Shoulders. Single Street Lighting Elements Will Be Added Along The Existing Road. The Existing Road Is Drained On The Surface Into The Adjacent Area Within The Existing Road. In The Place Of The Planned Investment, There Is One Tree Colliding With The Planned Investment. In The Place Of The Planned Investment There Are Elements Of Technical Infrastructure In Accordance With The Land Development Project: - Sanitary Sewage Network, - Power Lines, - Telecommunication Lines, - Water Supply Network, - Gas Pipeline Network. The Beginning Of The Planned Route Is Assumed At Km 0+000.00 At The Connection With The Surface Of The Existing Exit From The District Road No. 1177P (Plot 315/1), And The End At Km 0+349.00 At The Height Of Plot No. 192/30. The Inclusion In The District Road Was Designed In Accordance With The Approval Of The District Road Administration In Piła No. Pzd.Dt.4052.51.2026 Of February 24, 2026. The Length Of The Designed Route Is 349.00 M. The Geometry Of The Designed Route Has Been Incorporated As Closely As Possible Into Its Existing Course, Introducing Only Minor Corrections To Improve The Smoothness Of The Road. The Geometry Of The Designed Route Assumes Eight Straight Sections And Six Horizontal Curves With Radii Ranging From R-15.00 To 2,500.00 M. The Road In Question Is Designed As A Public, Single-Lane, Two-Lane, Two-Way Road. Along The Planned Road, Exits And Accesses To Adjacent Properties And Properties Have Been Designed. At Km 0+027.40 And 0+186.84, Intersections With Existing Municipal Roads Have Been Designed. The Width Of The Designed Road Was Assumed To Be 5.00 M, With Its Widening To 5.25 M At The Connection With The District Road No. 1177P. At The End Of The Designed Road, A Maneuvering Area With A Variable Width Is Planned, In Accordance With The Land Development Design. Along The Designed Road, Two-Sided Dirt Shoulders With Topsoil And Sown With Grass Seeds, 0.75 M Wide, Were Designed. On The Section From Km 0+000.00 To Km 0+033.00, Due To Difficult Terrain Conditions, The Width Of The Shoulders Was Assumed To Be 0.50 M. Reducing The Width Of The Shoulders From 0.75 M To 0.50 M Results From Existing, Permanent Terrai