Carriageway Resurfacing Works – Project To Make Forest Stands Available In Horehronie Oz. The Subject Of The Contract Is The Reconstruction Of 2 Forest Roads. Lc Čierna Dolina Za Dlhý Grúň – Reconstruction Is A 1,400 M Long Paved Forest Road With A Bitumen Cover Of Category 1L 5/40, 1L 4/30, Which Is Located In K. U. Black Balog. The Forest Road Is Significantly Worn (Potholes In The Wear Layer, Disintegration Of The Wear Layer, In Places Of Non-Functional Culverts, The Road Gradually Degrades). Drainage Of The Forest Road Is Provided By Adjacent Ditches And A System Of Culverts. Some Culverts Will Be Cleaned, Others Will Be Replaced Due To Small Dn And Due To Damage, And Their Number Will Also Be Increased. The Reconstruction Of The Road Surface Consists Of The Restoration Of The Cover (Two Variants Of The Restoration Technology Are Proposed): - Shallower Damages, Ruts And Potholes Are Filled With Asphalt Mixture Ac 22 L In A Thickness Of 40 To 70 Mm, Which Is Laid On The Cleaned Base Formed By The Existing Road. Asphalt Jointing Spray Is Used To Connect The Layers. Asphalt Bonding Spray Is Again Applied To The Surface Prepared In This Way, Followed By A Final Layer Of Asphalt Concrete Ac 16 O Tr. Ii In A Thickness Of 60 Mm. - In Places With A Significantly Damaged Surface, The Existing Surface Is Leveled By Reprofiling The Road In A Thickness Of Up To 250 Mm. The Base And Abrasion Layer Of The Road Will Be Made Of Asphalt Concrete As In The First Variant. The Edges Are Reinforced With A Layer Of Gravel Fraction 0-30 Mm In A Thickness Of 110 Mm. The Width Of The Treatment Is 0.5 M. There Are 4 Existing Culverts Along The Reconstructed Section, Where One Of Them Will Be Changed And Two New Culverts Made Of Steel Pipes Dn 600 Will Be Added. The Subject Of The Contract Is Also The Construction Object Lc Veľké Zeleno – Pod Blato - Reconstruction. It Is A Forest Road Of Category 1L 4.0/30 With A Total Length Of 5.547 Km. The Width Of One Lane Is 3.0 M And There Are 2 X 0.5 X 0.2 M Two-Sided Gravel Shoulders. Construction Of The Road Over The Entire Width Of The Road Is Proposed According To The Type Of Damage To The Base And The Road In The Following Procedure. Cleaning The Road From Mud, Litter, Removing Grass On The Roadsides. Reprofiling With A Milling Cutter To A Depth Of 100 Mm Of The Original Base From The Asphalt Cover With A Cold Milling Cutter And Leaving It In Place. Spray Resin Connecting Asf. 0.7 Kg/M2, Pi, A, Asphalt Concrete, Ac 11, L Ii, Asphalt Concrete, Ac 11, O Ii. The Thickness Of Asphalt Concrete Depends On The Extent Of Damage. Transverse Drainage Is Ensured By A One-Sided Transverse Slope Of 3% On Straight Sections And A One-Sided Central Slope Of 3-6%. For Longitudinal Drainage In The Excavation Of The Earth Body, An Earthen Trapezoidal Ditch With A Slope Of The Excavation Slope In A Notch Of 1:1 Is Proposed. The Bottom Of The Trench Is 500 Mm Below The Plain. The Exact Amount And Scope Of The Contract Can Be Found In The Project Documentation And The Measurement Report, Which Are Part Of The Tender Documents. The Construction Works Will Be Financed From The Rural Development Program Of The Slovak Republic 2014-2022 From Submeasure 4.3 - Support For Investments In Infrastructure Related To The Development, Modernization Or Adaptation Of Agriculture And Forestry - Operation E: Investments Related To Infrastructure And Access To Forest Land.
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