Tenders Are Invited For Reconstruction, Expansion And Construction Of Forest Road Dp 16 In The Bierzwnik Forest District

The Subject Of The Order Is The Implementation Of An Investment Task Titled: Reconstruction, Expansion And Construction Of Forest Road Dp 16 On Some Plots Marked With Registration Numbers 136, 107/1, 108, 109, Registration Area 0007 Bierzwnik, Commune. Bierzwnik And 139/1, 140/1, 171/1, 172/1, 172/3, Registry District 0016 Górzno, Commune. Bierzwnik In The Bierzwnik Forest District. The Investment Task Includes Three Sections (Stages) Of The Road: 1. Reconstruction And Expansion Of The Dp 16 Forest Road In The Bierzwnik Forest District, Which Constitutes A Fire Access Road. Length Of The Road Section: 997 M. Road Location On Part Of Plots No. 136, 107/1, 108 And 109 Rev. Górzno, Commune Bierzwnik. Beginning Of The Route: Intersection Of Forest Roads Dp 15, Dp 16 And Dp 17 To Plot No. 16 Rev. Roszkowice Commune Krzęcin2. Construction Of The Forest Road Dp 16. The Road Is A Continuation Of The Fire Access Road No. 16. The Length Of The Section Is 994.05 M. The Road Runs Through Parts Of Plots No. 139/1, 140/1, 171/1, 172/1 Rev. Górzno, Commune Bierzwnik. Detailed Route In Accordance With The Site Plan.3. Construction Of The Dp 16 Forest Road. The Road Is A Continuation Of The Fire Road No. 16. Section Length: 544.30 M. The Road Runs Through Part Of The Plot No. 172/3 Rev. Górzno, Commune Bierzwnik. Detailed Route Of The Route In Accordance With The Site Plan. Parameters Common To All Stages Of The Road: Road Structure: A) 12.5 Cm Upper Layer Made Of A Mixture Of Mechanically Compacted Unbound Aggregates With Continuous Grain Size 0/31.5 Mm Together With A Wedging Layer Of 0/5 Mm Grit, Thickness. 1 Cm And A Jomb Concrete Slab With Dimensions. 100X75 Cm, Thickness 12.5 Cm Arranged In Two Tracks. Filling The Holes With A Mixture Of Mechanically Compacted Unbound Aggregates 0/31.5 Mm; B) 15 Cm - Lower Layer Made Of A Mixture Of Mechanically Compacted Unbound Aggregates With A Continuous Grain Size Of 0/63 Mm; C) 15 Cm Reinforcing Layer Mixture 1/1 Unbound Aggregate 0/31.5 With Sand Remaining In The Ground; D) Profiled And Compacted Native Inorganic Subsoil. The Works Include The Following Works: A) Renovation Of Existing Ditches; B) Surface Drainage; C) Construction Of Passing Areas And Exits In Accordance With The Area Development Project) Roadside; Basic Technical Parameters Of The Road Under Construction: A) Road Width 3.5 M; B) Width Of The Passing Area 3.0 M (Total Road + Passing Passage 6.5 M Wide); C) Length Of The Passing Passage 23 Md) Road Width 2X0.75 M; E) Load 100 Kn/Axle; F) Design Speed 30 Km/H G) Designed Surface Made Of A Mixture Of Unbound Aggregates And Jomb Concrete Slabs