Tenders Are Invited For Reconstruction Of Municipal Road No. 105082B - Ul. Cegielniana In Supraśl, Together With The Construction And Reconstruction Of The Necessary Technical Infrastructure.

2. The Subject Of The Order Is: Reconstruction Of Municipal Road No. 105082B - Cegielniana Street In Supraśl, Together With The Construction And Reconstruction Of The Necessary Technical Infrastructure. The Order Includes The Reconstruction Of Cegielniana Street In Supraśl In The Scope Of Construction Of Road Surfaces, Sidewalks, Entrances, Along With The Construction Of A Rainwater Drainage System With Street Inlets, Reconstruction Of Elements Of The Water Supply And Sewage Network Along With Accompanying Works .Cegielniana Street Runs On The Section From Ul. Brzozówka To Ul. Kodu Supraski. The Reconstruction Of The Street Was Planned On A Section Of Approximately 334.70 M From Km 0+000 To Km 0+334.70 (From Ul. Brzozówka To Ul. Kodu Supraski). It Is Planned To Build A Street With A Road Width Of 5.5 M, Made Of Asphalt Concrete.3. The Order Includes The Following: 1) Reconstruction Of The Street - Road Surface, Length: Approx. 334.70 M. From Ul. Brzozówka To Ul. Supraśl Code. Demolition Works Are Planned For The Existing Road Surface, Entrances And Sidewalks (Approx. 2,122.80 M2 Of 15 Cm Thick Trilinka Surface), Demolition Of Approx. 77.3 M2 Of Asphalt Concrete Surface, Demolition Of Approx. 74.7 M2 Of Paving Stone Sidewalks, Demolition Of Approx. 688.30 M2 Of Concrete Slab Sidewalks 35X35x5 Cm, Demolition Of Concrete Edges 386.4 M. And Demolition Of Concrete Curbs, Approx. 637.7 M Long. Earthworks Result From The Need To Create A Bed For The Construction Of The Surface: Road, Sidewalk, Exits And Are Closed By Excess Excavations. It Is Planned To Make An Improved Substrate From A Mixture Unbound With Cnr Aggregate. 22 Cm, Frost Protection Layer Made Of Soil Stabilized With Cement C1.5/2 ≤ 4.0 Mpa Thick. 15 Cm, Basic Foundation – Made Of Mechanically Stabilized C50/30 Aggregate, Thickness. 22 Cm. Asphalt Concrete Roadway - Binding Layer Ac16w 50/70 Gr. 8 Cm And Wearing Layer Ac11s 50/70 Gr. 4 Cm With An Area Approx. 1851.05 M2, Framed With Concrete Curbs 15X30 Cm And 15X22 Cm, Length 637.7 M. The Project Includes The Construction Of Sidewalks In The Area. Approx. 941.2 M2 Of Concrete Cubes, Thickness 6 Cm On Sand Bed; Made Of Focus Concrete Slabs, Dimensions: 35X35x5 Cm On Sand Bed, Area Approx. 8 M2 And Entrances Made Of Colored Concrete Paving Stones, 8 Cm Thick And Area. Approx. 377.7 M2, Adapted To The Existing Gate Entrances. Adjustment Of Underground Fittings For The New Road Surface, Vertical Markings, Accompanying Works.2) Rainwater Drainage System Made Of Pvc/Pp/Pehd Pipes, Sn8 Ø 315 Mm, Length Approx. 255.7 M. Prefabricated Inspection Wells Made Of Concrete With A Diameter Of 1000 Mm, 10 Pcs. And Made Of Plastics With A Diameter Of 600 Mm - 1 Pc. Drainage Pipes Made Of Pvc/Pp Sn8 Pipes, Ø 200 Mm, Solid, 44 M Long, Rainwater Inlets Ø 500 Mm, 12 Pcs. 3) Water Supply Pipes Made Of Pe 100, Sdr 17, Type Rc Length 292.5 M. With The Liquidation Of The Existing Asbestos Water Supply Line In Accordance With The Attached Project. 4) Sanitary Sewag