Tenders Are Invited For Reconstruction Of District Road No. 2715W - Construction Of A Sidewalk From Pogorzel Warszawska Towards Glina

1) The Subject Of The Order Is Reconstruction Of District Road No. 2715W - Construction Of A Sidewalk From The Town Of Pogorzel Warszawska Towards Glina 2) As Part Of The Order, Construction Works Should Be Performed Consisting In The Reconstruction Of The Road Lane Of Road No. 2715W In The Scope Of Construction Of A Sidewalk On The Section From The Existing Sidewalk At Plot No. 776, Plot 10 Pogorzel Warszawska To Plot No. 345 Rev 4 Clay - Section Of Approximately 400 M - Range Indicated In The Graphic Attachment. 3) The Scope Of The Order Includes: A) Execution Of Earthworks By Making Trenches, Bringing The Subsoil To G1 Along With Making A Foundation Of Crushed Aggregate 0-31.5 Mm, Mechanically Stabilized, Thick. Min. 15 Cm For The Sidewalk And 20 Cm For The Exit After Compaction. The Substrate Under The Aggregate Layer Must Be Compacted To Obtain A Compaction Coefficient Is≥1.0. The Aggregate Layer Must Be Compacted And A Secondary Deformation Modulus Of 80Mpa Must Be Obtained, B) Setting New Concrete Edges 8X30x100 Cm On A Bench With C12/15 Cement Concrete Support C) Setting New Concrete Curbs 15X30x100 Cm On A Bench With C12/15 Cement Concrete Support - The Places For Setting The Curbs Have Been Indicated In The Graphic Attachment, D) Construction Of The Sidewalk Surface From Gray Rectangular Concrete Cubes 20X10, 6 Cm Thick, Laid On A 1:4 Cement-Sand Ballast, Min. 5 Cm, The Sidewalk Surfaces Should Be Laid With A Transverse Slope Of 2% Towards The Green Belt, The Surface Must Be Silted With Sand, And The Longitudinal Slopes Cannot Be More Than 5%, E) Surface Of Three Exits Made Of Red Rectangular Concrete Cubes 20X10, 8 Cm Thick, Placed On A 1:4 Cement-Sand Ballast, Min. 5 Cm, With Longitudinal Slopes Not Exceeding 5%, Slopes With A Road Width Of 5.0 M Should Be Made, F) The Embankment For The Sidewalk Must Be Made Of Embankment, Non-Filling And Durable Materials In Accordance With Applicable Standards. The Embankment Must Be Made In Layers Ensuring The Embankment Compaction Index At A Depth Of 1.0 M, Counted From Its Top Layer, Is Is≥1.0. The Slope Must Be Made With An Inclination Of 1:1.5, And A Shelf With A Width Of 0.5 M Must Be Made From The Edge Of The Sidewalk. G) Widen The Existing Culvert Under The Road To Enable Sidewalks To Be Placed On It.) Between The Road Surface And The Edge, Make A Ground Drainage Trough About 1 M Wide. I) Make Culverts Under The Sidewalk From 200 Sn6 Pipes Covered With Cement Concrete. C20/25 Approximately Every 100 M With A Slope Towards Green Areas) In Order To Maintain The Existing Slope, A Concrete Palisade Should Be Constructed On A Bench With A C12/15 Cement Concrete Support Over A Distance Of Approximately 100 M.K) Cutting Down Trees And Shrubs Colliding With The Investment Along With Grubbing Up Stumps - (The Ordering Party Is In The Process Of Obtaining A Decision Allowing The Cutting Of Trees)L) As Part Of The Investment, Regulations Should Be Made Height Of All Infrastructure Elements, I.E. Valve