Tenders Are Invited For Reconstruction Of The Municipal Road - Ul. Szkolna In Koniecpol

1. The Subject Of The Order Are Construction Works Consisting Of The Reconstruction Of Municipal Road No. 624028S - Ul. Szkolna In Koniecpol Along Its Entire Length, Including A Section Of Ul. Szkolna To The Orlik Sports Field. The Total Length Of The Reconstructed Road Is 2,268 Meters. The Scope Of Work To Be Performed Includes: Correction Of The Geometry Of The Axis In The Plan And Profile, Installation Of New Layers And Strengthening Of The Existing Bituminous Road Surface, Construction Of A New Bicycle Path, Renovation Of The Existing And Construction Of A New Sidewalk, Reconstruction Of Existing Entrances To The Property, Construction Of A Rainwater Drainage System, Street Lighting And Restoration Of Ditches Along With The Construction Of Two Tight Retention Reservoirs - Evaporation And Construction Of A Section Of The Heat Pipeline, Including: 1) Preparatory Works And Earthworks - Including, Among Others, Demolition Of Existing Surfaces Made Of Trilinke And Concrete Slabs, Felling Of Trees, Dismantling Of Closed Water Pipelines And Street Lighting; 2) Expansion And Reconstruction Of The Heating Network Consisting Of Replacing Pipelines With Pre-Insulated Pipes 2*Dn150/250 On A Section With A Length Of L = 91 M And Construction Of A Section Of The Heat Pipeline With A Length Of L = 312 M, Made Of Pre-Insulated Pipes Dn100/200 With 2 Pcs. Of Connections Made Of Pre-Insulated Pipes Dn50/150, With A Length Of L = 66 M, And Branch Connections Made Of Pre-Insulated Pipes Dn40/110, With A Length Of L = 4 M; 3) Construction Of Street Lighting - Yakxs 4X35mm2 Cable Line With The Construction Of 37 Pcs. Of Steel Poles For Mounting Led Lighting Fixtures (43 Pcs.) With 1.5 M Long Arms - Poles 8 M High And 3 Mm Wall Thickness (31 Pcs. ) With One Lighting Fixture And Poles With A Height Of 8 M And A Wall Thickness Of 4 Mm (6 Pcs.) With Two Lighting Fixtures; 4) Drainage Of The Road Body, Including: A) Addition Of A Storm Sewage System Made Of Double-Walled Pp Dn315 Pipes With L=441.09 M And Double-Walled Pp Dn500 Pipes With L=405.14 M Along With Drainage Channels Made Of Sn8 Pvc Pipes With Dn 200 Mm And L= 175.26 Mb. The Network Is Equipped With Concrete Inspection Wells With Dn=1200 Mm (19 Pcs.) And Concrete Sewage Wells With Dn=500 Mm With A Sedimentation Tank, Equipped With Cast Iron Curb And Road Inlets Or Heavy Road Type D400, B) Reconstruction Of Roadside Ditches From 1+386, 88Km To 2+050.19Km - Ditches Reinforced With An Openwork Slab 8X40x60 Cm, Tight - With Drainage To Two Tight Evaporation Tanks - Tank Construction: - Openwork Concrete Slab 8X40x60 Cm, - Sand Ballast (20 Cm Thick), Pp Geotextile 400G/ M2 (3 Mm Thick), Pehd Geomembrane (2 Mm Thick), - Sand Bedding (10 Cm Thick);5) Reconstruction Of The Road Surface On A Total Length Of 2268 M, Including: A) Section From 0+000.00 Km Up To 0+607.10 Km - Renovation Of The Existing Bituminous Surface, With The Following Structure: - Milling Of The Existing Surface (2 - 3 Cm), - Making A Wearing Cour