Tenders Are Invited For Construction Of A Road In Rataje Ul. Chabrowa in Poland

Work Detail

The Subject Of The Order Is The Construction Of A Road On Chabrowa Street In Rataje, Chodzież Commune, With A Road, Sidewalk And Entrances To The Property Made Of Concrete Blocks. Existing Condition: The Existing Section Of The Road Has A Soil And Crushed Stone Surface. There Are Dirt Shoulders Along The Road. There Are No Sidewalks. The Road Section Does Not Have Any Vertical Markings. There Is Road (Street) Lighting Along The Road. Within The Road Section Under Construction, There Is Technical Infrastructure Unrelated To Road Management, I.E.: - Underground Telecommunications Line Ts, - Water Supply Network Wod110 With Wo32 Connections And Valves W, - Gas Network Gs63 With Gn25 And Gn32 Connections, - Sanitary Sewage Network Ks200 With Ks160 Connections, - Underground Energy Network En With Lighting Poles. The Construction Of The Section Of Chabrowa Street Was Located In Accordance With Its Existing Route. The Road Under Construction Consists Of One Section With A Total Length Of 297.0 M. The Beginning Of The Section Is At Km 0+000, And The End Of The Section Is At Km 0+297, Located Before The Intersection With Lawendowa Street. Mirrors Should Be Placed At The Intersection. The Width Of The Road With A Concrete Block Surface Is 5.0 M And A One-Sided Sidewalk Made Of Concrete Cubes Is 1.80 M Wide. The Road Section Runs In A Partially Built-Up Area (Housing Estate). At The Road, There Should Be Exits To The Property With Parameters Adapted To The Existing Gates And Access To The Property, And Between The Sidewalk And The Property There Should Be A Small Green Belt With A Layer Of Fertile Land Sown With Grass. The Roadway, Sidewalks, Entrances And Exits Should Be Framed With Curbs Or Concrete Retainers Placed On A Concrete Footing With Support. There Are A Total Of 13 Exits And 6 Entrances To The Property Along The Entire Length Of The Section. The Drainage Of The Road Section Under Construction Should Be Performed As Surface Drainage By Using Standard Longitudinal And Transverse Slopes Of The Road Surface, Sidewalk, Access To The Property And Exits Beyond The Road Crown And To Storm Sewage Inlets With Settling Tanks, Infiltration Wells, Drainage Pipelines Through The Infiltration Of Rainwater Into The Ground. 18 Rain Inlets And 289.0 M Of Drainage Pipes Made Of Pp-B Lp Sn10 In A Geotextile Filter, Seeping On 2/3 Of The Circumference, And 47.5 M Of Drainage Pipes Near The Sewers Should Be Made. Pedestrian Crossings Should Be Lit With Fixtures On Steel Poles: Led Light Source With A Power Of 32.1 W - 2 Pcs And A Power Of 28.8 W - 2 Pcs. Luminous Flux 5195/4627 Lm. Color Temperature 5700K. Optics For Illuminating Pedestrian Crossings. Steel, Cylindrical, Galvanized Pole, 5 M High, Equipped With A Recess For Mounting A Security Plate, Adapted For Installation On A Dedicated Concrete Foundation Using Mounting Screws 160X160 Mm, With Moisture Protection. Asphalt Coating. The Road Lighting Should Be Powered Using Yaky 4X25mm2 Cable Lines Laid In The Gro

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