Tenders Are Invited For Reconstruction Of Municipal Road No. 041617C - Ul. Drive Out.

The Subject Of The Order Is The Performance Of Construction Works Within The Scope Of The Task Called Reconstruction Of Municipal Road No. 041617C - Ul. Wygon At Km From 0+000 To 0+506. The Order Concerns The Reconstruction Of A Municipal Road With A Length Of 506 Meters, The Scope Of Which Includes, In Particular, The Following: A) Preparatory And Demolition Works: Measurement Works - Road Route In Plain Terrain, Dismantling Of The Crushed Stone Surface. 15 Cm, Dismantling Of Mesh Fences In Angle Frames, Mechanically Made Troughs, 30 Cm Deep Over The Entire Width, Removal Of Rubble And Soil By Self-Unloading Vehicles Up To 0.5 Km With Mechanical Loading - Transport Surcharge For Each Additional 0.5 Km - Additional 4.5 Km B) Substructure: Profiling And Compaction Of The Subgrade For The Construction Layers Of The Pavement, Substructure Made Of Stabilized Soil Cement In The Amount Of 25 Kg/M2, Layer 15 Cm Thick, Base Layer Of Crushed Aggregates (0-31.5) - Thickness 20 Cm, Mechanical Cleaning Of Unimproved Road Surfaces, Sprinkling With Asphalt Emulsion In The Amount Of 0.5 Kg/M2, Base Layer Of Mineral-Bituminous Asphalt Mixtures, Thickness 7 Cm, C) Curb: Construction Of A Footing Concrete B-15 Under The Curb, Embedded Concrete Curbs With Dimensions Of 12X25 Cm On A Cement-Sand Ballast D) Road Surface - Width 5 M: Mechanical Cleaning Of Unimproved Road Surfaces, Double Sprinkling With Asphalt Emulsion In The Amount Of 0.5 Kg/M2, Surfaces Made Of Mineral-Bituminous Asphalt Mixtures With A Thickness Of 6 Cm (Layer Binding), Mechanical Cleaning Of Bituminous Road Surfaces, Surfaces Made Of Mineral-Bituminous Asphalt Mixtures, 4 Cm Thick (Wearing Layer) E) Roadside Surface And Ditches - Roadside Width 0.75 M On Both Sides: Crushed Stone Surfaces - Top Layer 15 Cm Thick, Compaction Of Loose Soil Embankments With Compactors, Displacement Of Masses With Bulldozers Earthworks At A Distance Of Up To 10 M In The Ground - Cleaning Of Roadside Ditches, Removal Of Rubble And Earth With Self-Unloading Vehicles At A Distance Of Up To 0.5 Km With Mechanical Loadingf) Marking And Safety Devices: Setting Up Posts For Signs Of Galvanized Pipes With A Diameter Of 70 Mm; Installation Of Road Signsg) Inventory: Geodetic As-Built Inventory. The Implementation Of The Task Is Co-Financed By The Government Road Fund. Aggregates Used For The Substructure Must Be Of Carbonate Origin (Dolomite, Basalt Or Granite). Aggregates Of Limestone Or Sandstone Origin Are Not Allowed. A Detailed Description Of The Subject Of The Order Can Be Found In The Attached Swz - Annex No. 1 To The Swz