Tenders Are Invited For Modernization Of The Surface Of Forest Road No. 46 In The Kamieńczyk Forestry

As Part Of The Pilot Program Accessibility Over Barriers.3.1. The Subject Of The Investment Is The Reconstruction Of A Forest Road On The Section From Km 0+758 To 1+383. The Beginning Of The Investment - Section D-E At Km 0+758÷0+778 (Intersection). This Section Will Include Desilting The Ditch Carrying Water From The Black Trail And Building A Ford L 6 M, Construction Of A New Ditch 0.6 M Deep And 27 M Long. It Is Also Planned To Build A Ford Along The Renovated Road, 20 M Long, And Water To Be Drained Through The Ford To The Other Side Of The Road, The Length Of The Drainage Ford Being 19 M. Beards Should Be Made Using The Technology Described In The Design Documentation. The Entire Section Of The Road Being Renovated Should Be Surfaced As Designed Above. The Length Of The Renovated Section Is 14 Meters. Note: The Stone From The Dismantled Surface Should Be Incorporated Into The Ditch Protection (The Stone Should Be Pressure Washed Before Installation) And The Roadside Reinforcement. The Excess Stone Should Be Transported To The Indicated Place By The Investor. Section E-F At Km 0+778÷1+068. This Section Includes Water Outlets In Places Where It Is Possible To Drain Water To The Kpn Area, I.E. Km: 0+823, 0+861, 0 +892, 0+908, 0+943, 0+988, 1+068. These Waterfalls Were Designed With A Length Of 10 M, Due To The Terrain Conditions Making It Possible To Drain Water Along The Entire Section, I.E. 290 M - 12.6 M Covering The Fords, I.E. 277.4 M, A New Surface Was Designed As Described Above. Along The Entire Section On The Right Side Of The Kpn Fence, A Gutter (Bed) Was Designed, Paved With Stone Obtained From The Demolition Of The Existing Trail. The Gutter Is Crossed With Water Drains That Drain Water From It And From The Newly Built Road To The Kpn Area. Note: The Stone From The Dismantled Surface Should Be Incorporated Into The Securing Ditches (The Stone Must Be Pressure Washed Before Building It In) And Strengthening The Roadsides. The Excess Stone Should Be Transported To The Indicated Place By The Investor. Section F-G At Km 1+068÷1+383. In The Above-Mentioned Section, The Slope Of The Terrain Is Approximately 22%. For This Reason, Water Outlets Were Also Designed Every 15 M, Which Gives A Total Of 21 Pieces. These Water Outlets Should Be 2.4 Meters Wide With Two Water Draining Resistors (As In The Drawing). Two Fords Were Designed At Km 1+084 And 1+385 With A Length 5 M And 6 M Wide. New Paving With A Retainer Should Be Made Along The Entire Section (As Described Above), But Instead Of Filling It With Aggregate, The Joints Should Be Filled With Concrete Mortar. Along The Entire Length, On The Right Side, A Gutter (Bed) Paved With Local Stone Should Be Made. In Order To Drain Large Amounts Of Water, It Was Agreed With The Szklarska Poręba Forest District To Build A Ditch Through The Forest Areas, Draining The Water To Another Catchment Area. Note: The Stone From The Dismantled Surface Should Be Incorporated Into The Ditch Protection (The Stone Should Be Pressure Washed Before Installation) And The Roadside Reinforcement. Excess Stone Should Be Transported To The Indicated Place By The Investor. The Design Documentation Constitutes Attachments From No. 12 Of This Swz.