Tenders Are Invited For Reconstruction Of Municipal Road No. 849539P In Muchy Kędzie

The Order Includes: Reconstruction Of Municipal Road No. 849539P In Muchy Kędzie On A Section Of 898 Meters. The Facility Covered By The Proceedings Is Located In The Czajków Commune, 63-524 Czajków, Plot No. 423, District 0005 - Muchy And Plot No. 1514, District 0001 Czajków. The Scope Of The Proceedings Includes: Measurement Works On Linear Earthworks - The Route Of Roads In The Plain Area Along With The Reconstruction Of The Boundaries Of The Road And As-Built Inventory, Works Renovation - Saw Cutting Of Bituminous Surfaces To A Depth Of Up To 5 Cm - 8 Meters, Profiling And Compaction Of The Subgrade Performed Mechanically In Soil Of Categories Ii - Iv Under The Construction Layers Of The Road Surface - 3829.6 M2, Lower Layer Of The Foundation Made Of Crushed Aggregates 18 Cm Thick On An Area Of 3829.6 M2, Upper Layer Of The Foundation Made Of Crushed Aggregates Of A Mixture Of 0-31.5 O 5 Cm Thick On An Area Of 3829.6 M2, Sprinkling With Emulsion In The Amount Of 0.7 Kg/M2 On An Area Of 3647.5 M2, Surfaces Made Of Mineral-Bituminous Asphalt Mixtures With A Thickness Of 5 Cm (Wearing Layer) With Ac 11S - 3647.5 M2, Cutting Of The Soil On The Roadside On The Forest Side Along With The Removal Of Bushes And Transport Of Excavated Material 75 M3, Excavation Of Soil For The Roadside - Earthworks Performed With Backhoe Excavators With A Bucket Capacity Of 0.25 M3 In Category I - Ii Soil With Transport Of Excavated Material Up To 1 Km With Self-Unloading Vehicles Of 130.68 M3, Compaction Of Embankments With Trailed Rollers; Loose Soil Category I - Ii 130.68 M3, Profiling And Compaction Of The Subsoil Performed Mechanically In Soil Category Ii - Iv For The Construction Layers Of The Roadside Surface - 1397 M2, Upper Layer Of The Foundation Made Of Crushed Aggregates Mix 0/31.5 Gr. 15 Cm On An Area Of ​​1397 M2, Vertical Road Signs - Steel Pipe Posts - 3 Pcs, Vertical Road Signs - Mandatory, Prohibited, Warning And Information Signs - 6 Pcs, Rigid Protective Railings Over The Culvert With A Handrail And A Draft Made Of Pipes Dia. 60Mm And 38Mm With A Spacing Of Pipe Posts With A Diameter Of 60Mm Every 1.5M – 6 Meters.