Tenders Are Invited For Reconstruction Of The District Road No. 1102F Królów-Jasionów-Niwica From Km 0+000 To Km 5+302 - Stage Iii From Km 3+341 To Km 5+302.

1. The Subject Of The Order Is The Performance Of The Task Titled: Reconstruction Of The District Road No. 1102F Królów-Jasionów-Niwica - Stage Iii On The Section From Km 3+341.00 To Km Approx. 5+302 For The Needs Of Proper Functioning Of The Communication System. The Reconstructed Road Connects The Town Of Królów With Niwica Through The Towns Of Bogaczów And Jasionów. The Current Stage Will Be Carried Out From Jasionów To Niwica. The Road In Question Currently Has A Road With A Bituminous Surface Of Variable Width And A Varied Longitudinal And Transverse Slope, Along With Dirt Shoulders And Green Areas. The Road Is Drained On The Surface To The Adjacent Area, Locally To Roadside Ditches. In The Area Covered By The Investment, There Are Underground And Above-Ground Utilities That Do Not Interfere With This Investment: - Overhead Power Lines, - Telecommunications Lines, - Water Supply Network..2. The Task Is Implemented With Funds From The Government Road Development Fund.3. Basic Scope Of The Investment: A) Reconstruction Of A District Road With A Width Of 5.5 M Two-Way Road; B) Reconstruction Of Existing Intersections; C) Reconstruction Of Existing Access Roads To Properties; Reconstruction Of Existing Exits In Accordance With The Design And Construction Of New Exits For Each Adjacent Property; E) Hardening Of The Roadsides With A Width Of 0.75 M; F) Renovation Of Ditches; G) Reconstruction Of Existing Culverts And Construction Of New Ones; H) Construction Of Complete Road Markings (100% New Signs) - Horizontal And Vertical;I) Implementation Of Temporary Traffic Organization;J) Construction Of Green Areas By Covering With Topsoil And Sowing With Grass;K) Cutting Out Colliding Green Elements;L) Vertical Adjustment Of Elements For Underground Facilities.4. Characteristics Of The Designed Road: A) Road Category - District, B) Technical Class - L, C) Traffic Category - Kr3, D) Load - 115 Kn/Axle, E) Road Width - 5.5 M, F) Shoulders - 2 X 0.75 M.5. The Road Structure Consists Of The Following Layers: A) Wearing Course Of Sma 11 Gr. 5 Cm, B) Binding Layer Of Ac16w Thick. 6 Cm, C) Basic Foundation Made Of Ac22p Thick. 7 Cm, D) Auxiliary Foundation Made Of Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, Thickness. 20 Cm,E) A Layer Of Soil Stabilized With A Binder With Rm = 2.5 Mpa (Cement) Thick. 15 Cm.6. Roadside Structure: Crushed Aggregate 0/31.5Mm, Mechanically Stabilized, Thickness. 12 Cm, Closed With Stone Fines 0/4 Mm.7. The Structure Of The Slopes Consists Of The Following Layers: A) Wearing Course Made Of Concrete Cubes With A Red Phase, 8 Cm Thick, B) Cement And Sand Ballast 1:4 Gr. 5 Cm, C) Auxiliary Foundation Made Of Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, Thickness. 20 Cm, D) A Layer Of Soil Stabilized With A Binder With Rm = 2.5 Mpa (Cement), Thick. 15 Cm.8. A Detailed Description And Scope Of Work Is Specified In The Opz Constituting Annex No. 1 To The Swz.