Tenders Are Invited For Reconstruction Of District Road No. 1454 D In Czeszów On The Section Plac Lipowy - Cemetery

1. The Subject Of The Order Is The Performance Of Construction Works For The Task Titled: Reconstruction Of District Road No. 1454D In The Town Of Czeszów On The Section Plac Lipowy - Cemetery.2. Road Class – Z3. The Investment Is Carried Out On Plot No.: 811; 813/1 And 813/2, Czeszów District, Zawonia Commune.4. The Investment Includes The Construction Of The Following Elements: 1) Construction Of A New Bituminous Surface, 2) Height Adjustment Of The Designed Road To The Existing Development, 3) Care Of Roadside Trees, 4) Mechanical Cutting Of Narrowed And Overgrown Roadsides, 5) Construction Of 1.00 M Wide Roadsides On Both Sides, 6) Construction Of Exits To Plots And Adjacent Properties, 7) Maintenance Of Roadside Ditches On Both Sides Of The Road, 8) Regulation Height Of The Existing Exits Adjacent To The Reconstructed Road,9) Height Regulation Of The Existing Intersections Of The District Road With Municipal Roads With Bituminous Surfaces,10) Reconstruction Of The Intersection Of The Reconstructed District Road No. 1454D With District Road No. 1371D Into A Roundabout Intersection With Circular Traffic,11) Renovation And Supplementation Of Vertical And Horizontal Markings (Especially In The Area Of The Intersection With Traffic Circular),12) Height Adjustment Of Existing Gullies And Their Cleaning Along With Wells And Sewers.5. Construction Cross-Sections: 1) Bituminous Overlay In Place Of The Existing Bitumen Surface A) Asphalt Concrete Wearing Course. Ac11s Gr. 4 Cm,B) Leveling Layer Ac16w 50/70 75 Kg/M2.2) Full Structure (Widenings)A) Asphalt Concrete Wearing Course. Ac11s Gr. 4 Cm, B) Binding Layer Of Asphalt Concrete. Ac11w Gr. 6 Cm, C) Aggregate Base 0/31.5 Mm Thick. 10 Cm, D) Aggregate Base 0/63 Mm Thick. 15 Cm, E) Sand Drainage Layer, Thickness. 10 Cm, 3) Bituminous Exits, Entrances To The Gate) Asphalt Concrete Wearing Course. Ac11s Gr. 5 Cm, B) Aggregate Base 0/31.5 Mm Thick. 20 Cm6. Drainage: Drainage For The Rebuilt District Road Will Be In Accordance With The Current State Using Longitudinal And Transverse Slopes To The Designed Shoulders Located In The Road And To Existing Roadside Ditches. The Existing Storm Sewage Inlets System Will Also Be Used For Drainage. In Order To Efficiently Absorb Water Through The Existing Ditches, They Will Be Subjected To Maintenance. 7. Earthworks: Earthworks Consist Of Mechanical And Manual Troughing And Profiling Of The Bed Bottom For The Street Structure, Construction Of Exits And Roadsides In Accordance With The Site Plan Of The Designed Communication System. Earthworks In The Immediate Vicinity Of The Existing Utilities Shown On The Site Plan Should Be Performed Manually, With Particular Care And Under The Supervision Of An Employee - Network User. This Recommendation Applies In Particular To Telecommunications Cables, Electric Cables And Gas Networks Laid Relatively Shallow.8. If Discrepancies Are Found Between The Location In The Plan And The Height Coordinates Of The Designed Elements In R