Tenders Are Invited For Construction Of A Municipal Road In Żerniki in Poland

Work Detail

1. The Subject Of The Order Is: Construction Of A Municipal Road In Żerniki.2. As Part Of The Construction Of A Municipal Road, An Ordinary Intersection Was Designed At The Intersection Of Two Roads. The Intersection Was Designed As A Three-Entry Intersection, Ensuring Optimal Use Of The Available Road Lane While Ensuring The Greatest Possible Fluidity And Traffic Safety. 3. Summary Of Area) Asphalt Concrete Surface (Bituminous): Road - 5300 M2, Bicycle Path - 120 M2, Exits - 250 M2.B) Roadside Reinforced With Concrete Paving Stones - 20 M2,C) Reinforcement Made Of Openwork Slabs - 20 M2,D) Ground Roadside Reinforced With Aggregate - 1550 M2, E) Greenery - 4000 M2.4. Removal Of Trees And Shrubs - Trees And Shrubs Colliding With The Planned Investment Will Be Cut Down5. Demolition - The Following Demolitions Are Planned: Demolition And Renovation Of The Bituminous Surface Along With The Substructure, Demolition Of The Aggregate Surface, Removal Of Road Sign Boards With Posts, Height Adjustment Of Existing Valves, Wells, Etc.6. The Edge Of The Road At The Intersection Entrances Was Rounded With Radii R = 6 M (Entrance From Dw) And R = 8 M (Entrance To The Municipal Road). The Intersection Angle Of The Two Road Axes Is Approximately 73 Degrees. 7. The Surfaces Of The Designed Intersection Are Designed As Bituminous. 8. Bicycle Path - The Project Includes Height Regulation (Renovation) Of The Existing Bicycle Path Along The Provincial Road No. 187.9. Roadside - Along The Edge Of The Road, A Dirt Roadside Reinforced With Aggregate With A Thickness Of 10 Cm And Width Min. 1.25 M For A Provincial Road And 0.75 M For A Municipal Road. 10. Greenery - The Unreinforced Surfaces Of The Road Should Be Tidied Up, Then Covered With Topsoil To A Depth Of 10 Cm And Sown With Grass. 11. Drainage - Rainwater From The Paved Surfaces Of The Road Will Be Drained Surface By Giving The Designed Surfaces Appropriate Transverse And Longitudinal Slopes. Rainwater From The Intersection Area Will Be Discharged Directly To The Drainage Ditches. Drainage Ditches On Provincial And Municipal Roads Have A Bottom Width Of Min. 0.40 M And Depth Min. 0.50 M. Note! Due To The Co-Financing Of The Task, The Contractor Will Be Obliged To Make And Place An Information Board In The Road Lane With Dimensions Of 120 X 80 Cm, Marked In Accordance With The Marking Pattern For Co-Financing Received From The Budget Of The Wielkopolska Voivodeship (Coat Of Arms With A Logo To Be Downloaded From Https://Www.Umww.Pl/Herb-I-Flaga-Wojewodztwa-Wielkopolskiego And The Content. The Task Was Carried Out With The Participation Of Co-Financing From The Budget Of The Greater Poland Voivodeship, Detailing The Total Cost Of The Implemented Activity And The Amount Of Subsidy Obtained From The Budget Of The Greater Poland Voivodeship. More Information: Https://Www.Umww.Pl/Herb-I-Flaga-Wojewodztwa-Wielkopolskiego

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