Tenders Are Invited For Reconstruction Of Forest Road No. 242/108 At Km 0+000 - 1+122 In The Wola Zgłobieńska Forest District

The Detailed Scope Of The Subject Of The Order Was Described In The Bill Of Quantities (The Bill Of Quantities Is Attached As Annex No. 13 To The Swz), Technical Designs, Detailed Design, Technical Specification For The Execution And Acceptance Of Works (Hereinafter Referred To As Stwiorb). The Subject Of Construction Works Is The Reconstruction Of Forest Road No. 242/108 At Km 0+000 - 1+122 In The Wola Zgłobieńska Forest District. Scope Investment:The Scope Of Works Includes The Following Assortment/ Construction Works (Road) Km 0+000 - 1+122: • Demolition Of Damaged Concrete Water Outlets • Leveling And Cleaning Of The Existing Aggregate Base • Construction Of The Basic Sub-Base Of Crushed Stone 31.5/63 Gr. 15 Cm• Making A Stabilization Layer Of Crushed Aggregate 4/31.4 Gr. 10 Cm • Making A Binding Layer Of Ac16w Asphalt Concrete, 6 Cm Thick • Making A Wearing Course Of Ac11s Asphalt Concrete, 4 Cm Thick • Making Crossings From Reinforced Concrete Slabs • Hardening The Roadsides With 10 Cm Thick Stone Aggregate • Making A Soil Strip (The Remaining Part Of The Crown To The Edge Of The Ditch) B/ Construction Works (Passing Roads No. 1, No. 2 And No. 3): • Widening The Road Crown For The Location Of Passing Areas (Road Embankment) • Making A Frost-Protective Layer Of Natural Aggregate 0/63 Gr. 20 Cm• Making An Auxiliary Base Made Of A Mixture Bound With C3/4 Cement, 20 Cm Thick (With Delivery From The Factory)• Making A Basic Base Made Of Crushed Stone 31.5/63 Gr. 15 Cm• Making A Stabilization Layer Of Crushed Aggregate 4/31.4 Gr. 10 Cm • Making A Binding Layer Of Ac16w Asphalt Concrete, 6 Cm Thick • Making A Wearing Course Of Ac11s Asphalt Concrete, 4 Cm Thick • Hardening The Roadsides With 10 Cm Thick Stone Aggregate • Making A Soil Strip (The Remaining Part Of The Crown To The Edge Of The Ditch) C/ Making Drainage Elements • Replacing The Through Part Of The Culverts Under The Road Crown And Exits Together With The Front Lining• Partial Strengthening Of The Road Ditch Within The Inlets/Outlets Of Culverts; D/ Maintenance Works • Cleaning Of Existing Road Ditches, • Supplementing The Road Surface With Stone Aggregate • Leveling The Surface Of Storage Yards With Natural Aggregate Design Solutions - Technical Parameters Of The Designed Road: Basic Technical Parameters Of The Road: • Technical Class Of The Road - D• Design Speed - 30 Km/H• Subsoil Load Capacity Group - G3• Traffic Category For The Road - Kr1• Weight Of The Calculation Axis - 100 Kn/Axle• Terrain Category - Undulating• Width Of The Designed Traffic Lane: - Section Km 0+000 - 1+122 - 3.50 M With Widenings On Horizontal Curves With A Radius Of R≤200.0 M