Tenders Are Invited For Reconstruction Of The Internal Road In The Town Of Koźminek, Ul. Słowiki Drugie (Plot No. 268)

Description Of The Subject Of The Order1. Basic Road Parameters: - Internal Road, - Traffic Category - Specified In Kr-1, - Design Speed On The Road - 30 Km/H, - Road Width 2.60 - 3.30 M, - Road Surface: Min.-Asphalt Mass With A Thickness Corresponding To Traffic Category Kr-1, - Both-Sided Shoulders Made Of Crushed Aggregate With A Width Of 0.1 - 0.3 M On The Ground, 2. Subject Of The Investmentthe Subject Of The Investment Is The Reconstruction Of An Internal Road In The Town Of Koźminek Ul. Słowiki Drugie (Plot No. 268).3. Determining The Traffic Category On The Designed Roadon The Internal Road In Koźminek Ul. Słowiki Drugie (Plot No. 268) A Traffic Category On Kr-1 Was Determined Due To: 1/ The Nature Of The Road - Constituting Sporadic Access To Adjacent Plots, 2/ Road Width From 2.60 To 3.30 M, 3/ Roadside Width From 0.10 To 0.30 M, After The Road Reconstruction, The Traffic Structure On The Road And The Type Of Vehicles Traveling On The Road Will Not Change, Only The Reconstruction Of The Road Will Improve The Comfort Of Movement Vehicles On The Asphalt Road. 4. Existing Conditioncurrently, The Internal Road In Koźminek Ul. Słowiki Drugie (Plot No. 268) Is A Dirt Road Strip With A Variable Width From 2.80 M To 3.60 M. At Km 0+000, The Designed Road Will Connect With The Existing Asphalt Surface Previously Made On The Initial Section Of The Road.5. Design Status 5.A Planned Works To Be Carried Out In The Road Area Of ​​The Internal Road In The Town Of Koźminek Ul. Słowiki Drugie (Plot No. 268) Road Works On The Internal Road In The Town Of Koźminek Ul. Słowiki Drugie (Plot No. 268) Will Consist In: 1/ Construction Of A Roadbed For The Construction Of A Road With An Asphalt Surface, 2.60 To 3.30 M Wide, 2/ Hardening Of Both Sides Of The Roadsides, 0.10 To 0.30 M Wide, 3/ Construction Of A Soil Stabilization Layer With C 3/4 Cement, 15 Cm Thick, 4/ Construction Of A Base Made Of Crushed Aggregate 0/31.5 Mm, 20 Cm Thick,5/ Making A Binding Layer Of Ac 16W 50/70 Mineral-Asphalt Mass, 5.0 Cm Thick,6/ Making A Wearing Course Of Ac 11S 50/70 Mineral-Asphalt Mass, 4.0 Cm Thick,5B. Designed Road In The Plancurrently, The Road Axis Runs On Private Land For Approximately 2/3 Of Its Length. During Road Works Related To The Reconstruction Of The Road, The Appropriate Road Lane Will Be Geodetically Marked And The Remaining Private Land On Which Road Traffic Took Place Will Be Reclaimed. The Road Axis Will Run In Straight Sections And Bends - I.E. :1/ Km 0+000 To Km 0+016 - There Is A Straight Line Of The Road Axis,2/ At Km 0+016 There Is A Bend Of The Axis To The Left With An Angle Of 1 Degree, 18 Min, 57 Sec,3/ From Km 0+016 To Km 0+401.6 - There Is A Straight Line Of The Road Axis, 4/ At Km 0+401.6 There Is A Bend Of The Axis To The Left With An Angle Turn 2 Degrees, 15 Min, 54 Sec,5/ From Km 0 + 401.6 To The End Of The Route At Km 0 + 419.5 - The Road Axis Is In A Straight Line.5.C Designed Road In Longitudinal Section. Throughout The Entire Length O