Expansion And Reconstruction Of District Road No. 4108W Ul. Poniatowski On The Episode Approx. 400 Meters Long. In The Town Of Błonie, Commune Błonie: 1) Demolition And Preparatory Works: Reconstruction Of The Route And Height Points, Milling Of The Surface Thickness. 6 Cm (Residue Owned By The Investor - Location Of The Employers Base: Ul. Okrętżna 15, 05-850 Umiastów), Demolition Works: Substructures, Surfaces, Curbs, Edges, Sewage, Fences, Culverts, Etc., Disposal Of Demolition Materials, Dismantling Of Road Signs, Topsoil Removal.2) Earthworks: Replacement Of Non-Bearing Soil, Excavations, Forming And Compacting Embankments.3) Drainage Elements Of The Road Body: Culverts Under The Municipal Road And Under The Exits, Inspection Wells, Inlets, Sewers.4) A) Road Surface - New Structure Kr3, G4: Channeling, Profiling And Compacting The Subgrade For The Construction Layers Of The Road, Frost-Protective Layer Of Mechanically Compacted Gravel, Gr. 15 Cm, Auxiliary Base - Mixture Bound With Cement Of Strength Class C3/4, Compressive Strength: ≥2.5Mpa And ≤6.0Mpa, Thickness. 20 Cm, Basic Foundation - Lower Layer Of Crushed Aggregate Fraction 0-31.50 Mm, Content Of Crushed Or Broken Grains C90/3, Thickness. 20 Cm, Mechanical Cleaning And Sprinkling With Asphalt Emulsion Of Crushed Aggregate Base And Bituminous Bases And Surfaces, Basic Base Made Of Mineral-Asphalt Mixture - Top Layer: Ac22p 35/50 Gr. 6Cm, Binding Layer Of Asphalt Concrete Ac 16W (35/50) Thick. 4 Cm, Anti-Cracking Layer Made Of Glass Fiber Mesh With A Tensile Strength Of 120 Kn/M In The Longitudinal And Transverse Directions, Wearing Course Of Asphalt Concrete Ac 11S (Pmb 45/80-55) Thick. 5Cm.B) Road Surface - Kr3, G4 Overlay: Mechanical Cleaning And Sprinkling Of Asphalt Emulsion On The Existing Bitumen Base, Binding Layer Of Asphalt Concrete Ac 16W (35/50) Thick. 4 Cm, Anti-Cracking Layer Made Of Glass Fiber Mesh With A Tensile Strength Of 120 Kn/M In The Longitudinal And Transverse Directions, Wearing Course Of Asphalt Concrete Ac 11S (Pmb 45/80-55) Thick. 5Cm.5) Surface Of Sidewalks And Shelters: Troughing, Profiling And Compacting The Subgrade For The Construction Layers Of The Surface, Drainage Layer: Coal, Cbr Index At Least 35%, Filtration Coefficient K>8M/Day, Thickness. 10 Cm, Mixture Bound With Cement, Strength Class C1.5/2.0, Compressive Strength: ≥2.5Mpa And ≤4.0Mpa, Thickness: 10 Cm, Surface Made Of Concrete Cubes, Thickness. 6 Cm On Cement Ballast. - Sand, Joints Filled With Cement-Sand Mortar, Surface Made Of Yellow Tiles With Protrusions 35X35 Cm Thick. 6 Cm. 6) Bicycle Path Surface: Channeling, Profiling And Compacting The Subgrade For The Construction Layers Of The Surface, Drainage Layer: Sand Cbr Index At Least 35%, Filtration Coefficient K>8M/Day, Thickness 10 Cm, Mixture Bound With Cement, Strength Class C1.5/2.0, Compressive Strength: ≥2.5Mpa And ≤4.0Mpa, Thickness: 10 Cm, Surface Made Of Concrete Cubes, Thickness. 6 Cm On Cement Ballast. - Sand. Joints Filled Wi
