Tenders Are Invited For Reconstruction Of District Road No. 4125W Ul. Akacjowa Regarding The Construction Of A Sidewalk On The Section From The Bus Stop To The Intersection With Ul. Klonowa In The Town Of Kochargi Stare, Commune Stare Babice

Reconstruction Of District Road No. 4125W Ul. Akacjowa Regarding The Construction Of A Sidewalk On The Section From The Bus Stop To The Intersection With Ul. Klonowa In The Town Of Kochargi Stare, Commune Stare Babice: 1) Demolition And Preparatory Works: Reconstruction Of The Route And Height Points, Cutting Down Trees, Grubbing Up Tree Trunks, Demolition Works: Substructures, Surfaces, Curbs, Edges, Sewage, Cobblestone Surfaces, Fences, Etc., Removal Of Demolition Debris To The Investors Base: Ul. Okrężna 15, 05-850 Umiastów, Remaining Demolition Materials: Removal And Disposal On The Contractors Side, Dismantling Of Road Signs And Road Safety Elements, Removal Of Topsoil For Later Use.2) Earthworks: Excavations, Embankments, Adjustment Of Slopes, Removal Of Soil.3) Drainage Elements Of The Road Body: Renovation Of A Road Ditch, Rainwater Drainage.4) Road Structure With Reinforcing Mesh After Milling: Mechanical Cleaning And Sprinkling With Asphalt Emulsion Of Bases And Bituminous Surfaces, Glass Reinforcing Mesh 120/120 Kn/M, Wearing Course Of Ac 11 S 50/70 Gr. 5 Cm.5) Construction Of Ordinary Slopes: Construction Of A Trough, Profiling And Compaction Of The Subsoil For The Construction Layers Of The Surface, A Layer Of Natural Aggregate Stabilized With Cement (Delivered From The Factory) C1.5/2.0 Gr. 15 Cm, Substructure Made Of Mechanically Stabilized Crushed Aggregate 0/31.5 Mm Thick. 20 Cm, Surface Made Of Chamfered Concrete Cubes, Thickness. 8 Cm On Cement Ballast. - Sand. 1:4 Gr. 3 Cm. 6) Construction Of Sidewalks And Sfo (Text Marking System): Construction Of A Bed Or Embankment, Profiling And Compaction Of The Subgrade Or Embankment For The Construction Layers Of The Pavement, Drainage Layer Of Grit Sand. 10 Cm, Layer Of Natural Aggregate Stabilized With Cement (Delivered From The Factory) C1.5/2.0 Gr. 10 Cm, Surface Made Of Concrete Cubes, Thickness. 6 Cm Of Chamfered Holland (For Sfo: Wearing Course Of Integration, Directional Tiles, Yellow 30X30 Cm Or 40X40 Cm - 6 Cm Thick) On A Cement Bedding. - Sand. 1:4 Gr. 3 Cm.7) Construction Of Reinforced Sidewalks: Construction Of A Bed Or Embankment, Profiling And Compaction Of The Subgrade Or Embankment For The Construction Layers Of The Pavement, A Layer Of Natural Aggregate Stabilized With Cement (Delivered From The Factory) C1.5/2.0 Gr. 15 Cm, Substructure Made Of Mechanically Stabilized Crushed Aggregate 0/31.5 Mm Thick. 20 Cm, Surface Made Of Holland Chamfered Concrete Cubes, Thickness. 8 Cm On Cement Ballast. - Sand. 1:4 Gr. 3 Cm. 8) Road Shoulders Made Of Unbound Mixture 0/31.5 With Aggregate Thickness. 10 Cm. On The Ground Or Embankment After Profiling And Compaction. The Use Of Limestone Aggregates Is Prohibited, Except For Devonian Limestone.9) Traffic Organization: Installation Of Vertical And Horizontal Markings And Road Safety Elements (Including Speed Bumps And Road Barriers) In Accordance With The Approved Permanent Traffic Organization Design.10) Relocation Of A Signaling Dev