Tenders Are Invited For Reconstruction Of District Road No. 4131W (Fryderyk Chopin Lipowa Avenue) - Stage. I, Commune Kampinos

Reconstruction Of District Road No. 4131W (Fryderyk Chopin Lipowa Avenue) - Stage. I, Commune Kampinos: 1) Demolition And Preparatory Works: Reconstruction Of The Route And Height Points, Milling Of The Surface (The Property Of The Investor - Location Of The Employers Base: Ul. Okrętżna 15, 05-850 Umiastów), Felling Of Trees And Bushes, Demolition Works: Substructures, Surfaces, Curbs, Edges, Sewage, Culverts, Etc., Disposal Of Demolition Materials, Dismantling Of Signs Roadworks.2) Earthworks: Topsoiling, Excavations, Forming And Compacting Embankments.3) Road Body Drainage Elements: Cleaning And Profiling Of Ditches, Maintaining Existing Slopes, Work Near Natural Monuments Under The Supervision Of A Dendrologist.4) Construction Of The Surface Structure (Road Reinforcement Overlay): Wearing Course (Ac 11 S 50/70) Thickness. 4 Cm, Binding Layer (Ac 16 W 50/70) Thick. 5 Cm, Anti-Cracking Layer Made Of Glass Fiber Mesh With A Tensile Strength Of 120 Kn/M In The Longitudinal And Transverse Directions, Ac 16 W Leveling Layer, Existing Pavement Structure As Substructure. 5) Local Deep Replacement At The Edge Of The Road, Approx. 1 M Wide: Wearing Course (Ac 11 S 50/70) Thick. 4 Cm, Binding Layer (Ac 16 W 50/70) Thick. 5 Cm, Anti-Cracking Layer Made Of Glass Fiber Mesh With A Tensile Strength Of 120 Kn/M In The Longitudinal And Transverse Directions, Crushed Aggregate 0/31.5, Thickness. 20 Cm (Non-Limestone Aggregate), Improved C3/4 Substrate, Thick. 15 Cm (From Delivery), Soil Subgrade Compacted To The Is Index = 1.0.6) Execution Of The Exit Structure: Profiling And Compacting The Subgrade For The Construction Layers Of The Pavement, Subgrade Layer Made Of A Mixture Unbound With Aggregate (C 90/3) - Mechanically Stabilized Crushed Aggregate 0/31.5 Mm, Thickness. 20Cm; Auxiliary Base Made Of Unbound Mixture With Cbr ≥ 60% (E2 ≥ 100 Mpa), Thickness 15Cm; Surface Made Of Concrete Cubes (Red), Thickness: 8 Cm On A 1:4 Cement-Sand Bedding, Thickness. 4 Cm; Soil Subgrade (E2 ≥ 80 Mpa, G1) / Building Embankment Compacted To The Is Index = 0.98.7) Bus Platform: Profiling And Compacting The Subgrade For The Construction Layers Of The Surface, Layer Of Improved Subgrade - Cement-Bonded Mixture C 1.5/2.0 Mpa, Thickness. 10 Cm, Compacted To Is = 0.98; Concrete Cube (Gray Color) 6 Cm; Yellow Signaling Boards 40×40 Cm – 2 Rows, Thickness Min. 7 Cm.8) Construction Of The Roadside From Crushed Non-Limestone Aggregate Fraction 0/31.5, Thick. 10 Cm And 0.5-1.0 M Wide, After Removing The Turf From The Existing Roadsides.9) Geodetic Services, Including The Preparation Of An As-Built Surveying Inventory.10) Traffic Organization: Construction Of Vertical And Horizontal Markings And Road Traffic Safety Elements In Accordance With The Approved Permanent Traffic Organization Design.11) All Works Should Be Performed In Accordance With The Design Documentation And Applicable Regulations And Standards. The Ordering Party Informs That The Contractor Is Responsible For Implementin