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

The Implementation Of The Order Is Co-Financed By The State Fund For The Rehabilitation Of Disabled Persons 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 0+758 To 1+383 Km. Beginning Of The Investment - Section D-E At Km 0+758÷0+778 (Intersection). In This Section, It Is Planned To Desilt The Ditch Carrying Water From The Black Trail, Build A 6M L Ford, And Construct A New Ditch 0.6 M Deep And 27 M Long. It Is Also Planned To Build A Ford Along The Renovated Road With A Length Of 20 M And Water To Be Drained Through The Ford To The Other Side Of The Road, The Length Of The Drainage Ford Is 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 Ditches Protection (The Stone Should Be Pressure Washed Before Installation) And The Roadside Reinforcement. Excess Stone Should Be Transported To The Place Indicated 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 Into The Kpn Area, I.E. At 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 Covered By Fords, I.E. 277.4 M, A New Surface Was Designed As Described Above. Along The Entire Section, On The Right Side, Near The Kpn Fence, A Gutter (Bed) Was Designed, Paved With Stone Obtained From The Demolition Of The Existing Trail. The Gutter Is Crossed By Waterfalls 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 Ditches Protection (The Stone Should Be Pressure Washed Before Installation) And The Roadside Reinforcement. Excess Stone Should Be Transported To The Place Indicated By The Investor. Section F-G At Km 1+068÷1+383 In The Above-Mentioned Section, The Terrain Slope Is Approximately 22%. For This Reason, Water Outlets Were Designed Every 15 M, Which Gives 21 Pieces. Make These Waterfalls 2.4 Meters Wide With Two Water Draining Resistors (As In The Drawing). Two Fords Were Designed At Km 1+084 And 1+385, 5 M Long And 6 M Wide. New Paving With A Retainer Should Be Made On The Entire Section (Method Described Above), But Instead Of Filling With Aggregate, The Joints Should Be Filled With Concrete Mortar. Along The Entire Length On The Right Side, Create A Gutter (Bed) Paved With Local Stone. 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 Ditches Protection (The Stone Should Be Pressure Washed Before Installation) And The Roadside Reinforcement. The Excess Stone Should Be Transported To The Place Indicated By The Investor. The Design Documentation Constitutes Attachments From No. 12 Of This Swz.