Tenders Are Invited For Reconstruction Of Municipal Road No. 108346L Marianówka - Obroki From Km 0+000 To Km 1+612

1. The Subject Of The Order Is The Implementation Of An Investment Task Called Reconstruction Of Municipal Road No. 118089L From Km 0+006 To Km 0+276.60 In The Town Of Zdrapy. 2. Reconstruction Of The Road Structure Of A Class L Municipal Road With 2 Lanes, 2.75 M Wide For Light Traffic Kr-2, Was Designed As Follows: - Wearing Course Of Ac 8S Asphalt Concrete (100 Kg/M2) With A Thickness Of 4 Cm - Leveling And Binding Layer Of Asphalt Concrete Ac 11W (125 Kg/M2), 5 Cm Thick - Profiling And Leveling Milling From 10 To 20 Mm - Widening The Base On Both Sides To A Width Of 5.60 M - Sprinkling The Cleaned Base With Asphalt Emulsion In The Amount Of 0.6 Kg/M2 - Laying Strips Of Coated Eco-Mesh Polymer Asphalt With A Width Of 5.40 M Along The Edge Of The Road Widening At A Distance Of 5 Cm From The Edge Of The Road Along The Length Of The Widening And Along The Entire Width Of The Road In Places With Cracks And Breakthroughs - Sprinkling With Asphalt Emulsion In The Amount Of 1.0 Kg/M2 - Local Repairs Of The Substructure In Places Of Breakthroughs And Breaks In The Road The Leveling Layer Was Designed On The Widened Sections Of The Road Surface With 0.20 M Wide Overlap On The Existing Asphalt Surface. The Binding And Wearing Course Was Designed Over The Entire Width Of The Road. Before Starting Asphalt Works, Leveling Milling Should Be Performed With A Thickness Of 1-2 Cm And The Surface Should Be Cleaned Of Milling Cutter Residues, Dust And Other Impurities. Due To The Occurrence Of Fatigue Cracks, Reflection Cracks And Breakthroughs, The Entire Width Of The Road Should Be Reinforced With A Mesh In Accordance With The Principles Specified In The Mesh Installation Instructions. One-Sided Or Both-Sided Widening Of The Foundation To A Width Of 5.60 M - 5.85 M (On The Widening Of Horizontal Arches) Was Designed As Follows: - Excavation To The Required Depth And Width According To Technical Conditions; - Profiling And Compaction Of Native Soil - Performed During The Dry Season; - Construction Of A 10 Cm Thick Drainage Layer With Compaction Placed On The Compacted Native Subsoil; - Strengthening The Base With A Cement And Sand Mixture Rm=5.0Mpa And 12 Cm Thick, Made In A Concrete Mixer; - Basic Foundation Made Of Crushed Stone 0-31.5 Mm, Mechanically Stabilized, 23 Cm Thick; - Execution Of A 2 Cm Thick Asphalt Leveling Layer With An Overlap On The Existing Asphalt Layer; 6 - Construction Of The Road Structure Reinforced With A Glass Fiber Mesh According To Construction Project.