Tenders Are Invited For Renovation Of The Surface Of Provincial Road No. 768 From Km 21+557 To Km 23+330

1. The Subject Of The Order Is The Implementation Of The Task Titled: Renovation Of The Surface Of Provincial Road No. 768 From Km 21+557 To Km 23+330.2. The Scope Of The Order Includes: 1) Milling Of The Existing Surface To An Average Depth Of 5 Cm To The Profile (Including The Disposal Of Demolition Material); 2) Dismantling Of The Surface Made Of Mineral-Bituminous Mixtures With A Thickness Of 10 Cm; 3) Dismantling Of The Foundation Made Of Crushed Stone, 20 Cm Thick; 4) Construction Of A Trough Along With Profiling And Compaction Of The Subsoil In Soil Of Categories Ii - Iv, Trough Depth 20 Cm;5) Auxiliary Foundation Layer Made Of A Mixture Stabilized With A Hydraulic Binder Of Class C1.5/2 Cbgm - Layer Thickness After Compaction 20 Cm;6) Foundation Layer Made Of A Mixture Not Bound To Aggregate C90/3 0/31.5 Mm - Lower Layer With A Thickness After Compaction Of 20 Cm;7) Basic Foundation Made Of Ac 22P 35/50 Asphalt Concrete, Layer Thickness After Compaction 10 Cm;8) Protecting The Surface Against Reflected Cracks By Spreading A Reinforcing Geogrid Over The Entire Surface With A Strength Of Min. 100 Kn/M;9) Making A Surface Of Ac 16W Asphalt Concrete, Binding And Reinforcing Layer, Layer Thickness Of 6 Cm After Compaction, Traffic Category Kr 4;10) Making A Surface Of Ac 11S Asphalt Concrete, Wearing Course, Layer Thickness Of 4 Cm After Compacting, Traffic Category Kr 4;11) Felling Of High Shoulders, With An Average Thickness Of 10 Cm And, If Necessary, Supplementing The Low Areas With Material Obtained From Fellings (Removal Of Material From Fellings Is The Responsibility Of The Contractor); 12) Dismantling And Re-Setting (Height Adjustment) Of A Concrete Curb 20X30x100 Cm On A Concrete Bench With A C12/15 Concrete Support With A Volume Of 0.073 M3/Mb;13) Dismantling And Re-Setting (Height Adjustment) Of Concrete Edges On A C12/15 Concrete Bench With A Volume Of 0.042 M3/Mb, Joints Filled With Cement Mortar; 14) Dismantling And Re-Laying (Height Adjustment) Of The Exit Surface From Concrete Paving Stones With A Thickness Of 8 Cm On Cement-Sand Ballast 1:4 With Possible Supplementation Of Local Depressions In The Exit; 15) Desilting Of Ditches With Profiling Of The Bottom And Slopes, Average Silt Thickness Of 20 Cm (Removal Of Excavated Material Is The Responsibility Of The Contractor); 16) Cleaning Of Culverts Under Roads, Pipes With A Diameter Of 50 Cm And 60 Cm, Silting Up To 30% Of The Diameter; 17) Strengthening The Roadsides With Crushed Aggregate Fraction 0/31.5 Mm, Thickness. 10 Cm After Compaction;18) Horizontal Road Marking With Thick-Layer Materials (Chemically Hardened Masses) - Structural Marking, Mechanical Execution, In Accordance With The Approved Permanent Traffic Organization Design.