Tenders Are Invited For Reconstruction Of Municipal Roads

Part 1 - Reconstruction Of The Surface Of The Municipal Road In The Tuszyma Village. Task 1A: Reconstruction Of The Surface Of The Municipal Road To An Asphalt One In The Tuszyma Village - Plot No. 1986 A Section With A Length Of 69 Meters In The Town Of Tuszyma, Width Of The Asphalt Road - 3.0 M, Width Of The Roadsides On Average 0.5 M. In Terms Of Road Reconstruction, The Following Should Be Performed: Measurement Works For Linear Earthworks - Geodetic Marking Out Of The Road, Sub-Base Made Of Crushed Aggregates Of Fractions 0-31.5 Mm, Upper Layer, After Compacting On Average 8Cm (Density Up To Is = 1.0), Wearing Course With Ac11s Asphalt Mixture For Kr1-2 Traffic, Thickness After Compaction 7˙Cm, Crushed Stone And Gravel Mass, 5-10˙T Car, Roadsides With An Average Width Of 0.5 M, If Available, A 7 Cm Thick Road Lane Made Of Stabilized Crushed Stone Mechanically 0/31.5 Compacted To The Compaction Index Is = 0.98, Measurement Works With As-Built Inventory. The Detailed Scope And Quantity Of Works Are Determined In The Bill Of Quantities. Task 1B: Continuing The Reconstruction Of The Road Surface On Plots Of Land No. 1986 And 1985 In The Tushim Commune. Section With A Length Of 320 M, Width Asf Road – 3.0 M, Width Of Roadsides On Average 0.5 M. In Terms Of Road Reconstruction, The Following Should Be Performed: Measurement Works For Linear Earthworks - Geodetic Marking Out Of The Road, Sub-Base Made Of Crushed Aggregates Of Fractions 0-31.5 Mm, Top Layer, After Compaction On Average 8 Cm (Density Up To Is = 1.0), Replacement Of The Existing Culvert Made Of Concrete Rings With A Culvert Made Of Pp Sn Dn500 Pipes, Fi 500 Mm, 6 M Long With Concrete Abutments, Wearing Course With Ac11s Asphalt Mixture For Kr1-2 Traffic, Thickness After Compaction 7˙Cm, Gravel And Gravel Mass, Car 5-10˙T, Roadsides With An Average Width Of 0.5 M, Depending On The Availability Of A Road With A Thickness 7 Cm Of Mechanically Stabilized Crushed Stone 0/31.5, Compacted To A Compaction Index Of Is = 0.98, Measurement Works With As-Built Inventory. The Detailed Scope And Quantity Of Works Are Specified In The Bill Of Quantities.