Tenders Are Invited For Reconstruction With Expansion Of Ul. Podleśna In Czarna Białostocka With Exits And T ... in Poland

Work Detail

The Subject Of The Contract Includes The Construction Of A Municipal Road Ul. Podleśna In Czarna Białostocka On Plots Of Geode. 1566/17, 169/1, 1566/23, 1566/25 And 1566/12 Precinct 044 Czarna Białostocka. The Above Task Will Be Implemented As Part Of The Government Road Development Fund. Investment Will Take Place In An Existing Road Lane. The Total Length Of Podleśna Street Intended For Reconstruction Is About 0.20 Km. The Road 6.0 M Wide Is Made Of Asphalt Concrete, With Bilateral Pavements Of Concrete Cobblestones. 6 Cm Gray Color Adjacent To The Road, A Variable Width Of Approx. 2.50 M (Right Side) And Approx. 2.00 M (Left Side). The Beginning Of The Street To Be Connected To The Existing Asphalt Surface. Surprises With Concrete Paving Stones. 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 Congress Should Be Adapted To Existing Ordinates And Shaped In Accordance With The Crown Of The Road. Coloring With The Investment And Road Slabs Provided For Demolition Should Be Dismantled And Arranged Within The Plots Of The Geod No. 2048, 2152 And 1142/18 Located In The Garages Area At Ul. Spring In Czarna Białostocka And The Selective Municipal Waste Collection Point. In The Indicated Location, Road Plates Should Be Additionally Laid, Which Are Stored A Plot No. 2151, Within The Garages. Before Laying The Plates, The Substrate Should Be Prepared, I.E. Rearranged And Thickened. After Completing Work, Sprinkle The Road From Road Slabs, Complement The Roadside With Aggregate And Stretch. Materials That Do Not Use Re-Use To Be Disposed. The Compartment Of Podleśna Street In Czarna Białostocka Should Be Made In The Form Of Rainwater Drainage Pipes Ø 315Mm Pvc-U Lite, Rain Tiles With Gallery And Sewage Wells, Starting With The Rainwater Canal Between The D33 And D34 Wells, Cork, To The Well D38. The Rainwater Sewage System Behind The D38 Well With The Pvc Cork Ø 200Mm. Rain Channels With A Diameter Of Ø 315, Ø 200 Mm Made Of Pvc Lite Pipes With A Uniform Sdr 34, Sn8 Wall, Connected To Goblets And Rubber Gaskets. Sewage Wells With A Diameter Of Ø 1000 Mm Concrete Vibrated Or Polymer Concrete With Monolithic Denncles And Kinet. Use Wells Made Entirely Of Concrete, Prefabricated Elements (Concrete Class Min. C35/45), Connected To Sbr Or Epdm Gum Seals (Rubber, Elastomer) And Equipped With Unavoidable Hatches, Not Lockable Dn600mm, Min D400. The Regulation Of Inspection Wells Is Made Using Distance Rings With Plastic Or Concrete Sealing To Adjust The Height Of The Well To The Designed Road Surface. All Wells Should Be Insulated With A Prefabricated Manufacturer. After All Works Are Completed, The Channel Television Inspection Should Be Carried Out And An Attempt To Be Tight To Check Its Tightness And Correct Performance. It Should Be Regulated By The Existing Well Infrastructure And Adapt The Wells Manuscular To The Planned Load On The Traffic Of

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