Carriageway Resurfacing Works – Project To Make Forest Stands Available At Oz Tribeč I.. The Subject Of The Contract Is The Reconstruction Of The Hradišská Forest Road Located In The Undeveloped Area Of The Municipality Of Klátova Nová Ves, At Its End In The Local Part Of Janova Ves. The Hradišská Forest Road With A Total Length Of 3,900 Km Has A Crown Width Of 4.00 M With 0.50 M Shoulders On Both Sides, It Is Reinforced From Km 0+000 To Km 2+250 With Asphalt (Penetrating) Macadam, Supplemented In Places With Compacted Gravel Of A Fine Fraction. There Are Minor Ruts On The Road, In Some Places With Depressions, Alt. With A Cured Layer Of Asphalt Macadam. Longitudinal Drainage Is Ensured By A Trapezoidal Ditch With A Bottom Width Of 300 Mm And A Depth Below The Plain Of 250 Mm. Drainage Ditches Are Heavily Clogged In Some Sections. Transverse Drainage Is Ensured By Concrete Pipe Culverts With A Diameter Of 600 Mm, 800 Mm And 1,000 Mm, Which Are Equipped With Bowl-Shaped Concrete Blocks At The Inlet And Concrete Blocks At The Outlet With Reinforcement On A Length Of 2.50 M. In Several Places, The Original Surface Has Already Worn Away Into The Underlying Layers With Ruts. Here It Is Necessary To Pave The Road With Aggregate Coated With Resin. In Some Places, Reverdo Steel Bumpers Will Be Installed In The Road To Catch Rainwater Flowing Down The Body Of The Forest Road. The Subject Of Reconstruction Is Also Lesná Cesta Hrušovská – I. Stage, Which Is Located In K . U. Manský Diel, Skýcov, Jedľové Kostoľany, M. Lehota. The Forest Road Is Of Type 1 L Category 4.0/30, The Length Of Which Is 5.014 Km And The Width Of The Road Is 3.0-4.0 M. The Surface Cover Of The Road Has A Structure With A Closed Bituminous Road, Which Is Partially Damaged. The Existing Surface Of The Forest Road Is Milled In Hr. 2-4 Cm And The Milled Material Is Recycled And Used For Forest Road Branches. A New Road Structure With A Thickness Of 510 Mm Will Be Built At The Site Of The Extension Of The Forest Road In The Directional Curves And At The Point Of The Turnout. An Infiltration Spray Of Pi Ek In The Amount Of 0.6 Kg/M2 Is Applied To The Existing Road Surface. Local Unevenness On The Road Will Be Filled With Asphalt. Concrete Ac 32 L, Ii Hr. 60-150 Mm. Asphalt Concrete Acl 16-Ii With A Thickness Of 60-80 Mm Will Be Laid On The Base Layer Prepared In This Way. Asphalt Joint Spray Pi Ek Is Applied In The Amount Of 0.5 Kg/M2. The Abrasive Layer Will Consist Of A Layer Of Asphalt Concrete Ac 11, O, 50/70-Ii With A Thickness Of 50 Mm. A Drainage Ditch Will Be Built In Designated Places, And If There Is One, It Will Be Cleaned. 12 Culverts Will Be Reconstructed On The Route. These Culverts Are Clogged And Therefore Need To Be Cleaned And Subsequently Reconstructed According To The Degree Of Damage. New Culverts Will Not Be Established On The Route. After The Construction Of The Road And Ditches, A 0.5 M Wide Reinforced Shoulder Of 0-32 Mm Aggregate Will Be Built On Both Sides Of The Road. The Exact Quantity 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 Agricultural Land
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