Tenders Are Invited For Construction Of Roads On The Estate Piereklane: Ul. Dębowa, Klonowa, Grabowa And Jesionowa

A Detailed Description Of The Subject Of The Contract, The Terms And Manner Of Its Implementation Is Annex 1 To Swzprzed. 63, 64 70, 80, 99, 1595/2 Precinct 044 Czarna Białostocka. Plots Of Use Will Be Limited (Temporary Occupation): No. 71 - Related To The Reconstruction Of The Rainwater Sewage System In The Field Of: Construction Of A Rainwater Channel With A Diameter Of D315 Mm And A Length Of 71.1 M, Whose Task Is To Drain Any Excess Water During Intensive Rainfall, The Ordinance Of The Bottom Of The Canal Is 1.15 M Below The Existing Area. Investigation Will Run In The Existing Area. Road Lane. The Total Length Of The Streets Intended For Reconstruction Is About 0.88 Km, Of Which Ul. Dębowa Approx. 0.20 Km, Klonowa - Approx. 0.20 Km, Ash - 0.21 Km, Grabowa - 0.27 Km. Extraordinary Streets Of Dębowa, Klonowa, Jesionowa And Grabowa Width Of 5.5 M. Made Of Gray Concrete Cobblestones From The Concrete Cobblestones. 8 Cm, With Bilateral Pavements Made Of Concrete Cobblestones 6 Cm Gray, Width Of Appro 8 Cm Of Red And Variable Width. Beton Rim Frame Is 30X8 Cm And A 15X22 Cm Concrete Curb On A Concrete Bench With Resistance. The Longitudinal Cross -Section Of The Conventions Should Be Adapted To Existing Ordinates And Shaped According To The Crown Of The Road. Coloring Fences And Road Elements (Curbs, Edges, Conventions Surfaces) Should Be Demolished According To The Design. Road Material From Demolition Should Be Handed Over To The Road Manager. Materials That Do Not Use Re -Use To Be Disposal, And The Other To Transfer To The Owner. The Competition Of The Streets Of The Piereklany Housing Estate In Czarna Białostocka Will Be Provided By Building Absorbent Wells And Rainwater Sewage System From Plastic Pipes, Rain Tanks Along With The Grooves And Sewage Outlet To The Retention Well At Ul. Brzozowa In Czarna Białostocka. Make Rainwater Drainage Sewage System On The Plot No. Geod. 71, Between The Wp15 Groove And The Reble Well. Absorbent Wells Should Be Made Entirely Of Concrete, Prefabricated Elements (Concrete Class Min. C40/50), Combined With Sbr Or Epdm Rubber Seals (Rubber, Elastomer) And Equipped With Unavailable, Non-Inflated Hatches Dn600 Mm, Class D400 According To Pn-En 124: 2000 With Min. The Depth Of The Covering Of The Cover In The Body Min. 50 Mm. Fill Wells In The Absorbent Part With Gravel Or Crimp With A Grain Of 20/40 Mm. In Addition, The Top Layer Of The Filter Part Should Be Protected With Geotextile To Stop Suspenses And Allow It To Be Periodically Cleaning Or Replacing. It Should Be Regulated By The Existing Infrastructure And Adapt The Ceilings And Wells Of The Well To The Planned Load On The Traffic Of Min 40 T, Within The Designed Road Surfaces. Notes On The Collision Of The Road System With Existing Hydrants Are Provided For A Collision Of The Road System With Existing Hydrants Reconstruction Of The Water Supply Network - Demolition And Construction Of New Hydrants. The Material Used For Construction Should Have All Docs A