Tenders Are Invited For Expansion And Reconstruction Of District Road No. 4108W Ul. Poniatowski On The Episode Approx. 400 Meters Long. In The Town Of Błonie, Commune Common

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