GTR 118698536
Tenders Are Invited For Reconstruction Of A Forest Road In The Witoroz Forest District
ICB — International Competitive Bid
Closed
central europe
Tender Information
GTR Reference
118698536
Tendering Authority
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Tender No
S.270.10.2026
Financer Name
Self-Funded
Work Title
Tenders Are Invited For Reconstruction Of A Forest Road In The Witoroz Forest District
Bid Type
ICB — International Competitive Bid
Country
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Geographical Region
central europe
Political Region
European Union
Last Date of Bid Submission
13-10-2026
Closed
Work Detail
The Subject Of The Construction Project Is The Reconstruction Of A Forest Road, Dirt Road With Inventory No. 220/2258 On A Length Of 1616.00 M In The Międzyrzec Forest District, Witoroż Forest District. The Investment Is Located In The Lublin Voivodeship, Biała Podlaska Poviat, Drelów Commune, Registration District 0014 (Witoroż), Registration Plots: 735/1, 736, 738, 740/1. As Part Of The Reconstruction Of The Forest Road, It Was Planned To Build A New Road Structure On A Section Of Approx. 1,616.00 M. The Road Has A Road Width In Straight Sections. 3.50 M, Appropriate Lane Widening Was Used On The Curves. Approximately Every 300.00 M, 3.00 M Wide Passing Loops Have Been Designed. They Are Rounded With Entry Curves Of R = 50.00 M And Exit Curves Of R = 40.00 M. Within The Investment, There Are Regular Exits To Internal Roads Or Logging Routes, Rounded With Curves Of R = 8.00 M. Characteristic Parameters Of The Road: - Technical Class - Forest Road - Surface Load-Bearing Capacity - 100 Kn/Axle - Design Speed - Vp = 30 Km/H - Length Of The Designed Section - Approx. 1616.00 M - Number Of Roadways - 1 - Width Of The Road On The Straight In The Plan - 3.5 M - Width Of Passing Areas - 3.0 M - Transverse Inclination Of The Road - 3.0% - Width Of The Shoulder - 0.75 M - Transverse Inclination Shoulders - 6.0% Surface Made Of Natural Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized, Layer Thickness 8 Cm. Subbase Made Of Natural Crushed Aggregate 0/63 Mm, Mechanically Stabilized, Layer Thickness 15 Cm. Layer Of Cement-Stabilized Soil Rm = 2.5 Mpa, Layer Thickness 20 Cm. Soil Subgrade Meeting The Requirements For Soil G1. Both Sides Made Of Aggregate 0/31.5 Mm, Mechanically Stabilized - Thickness. 8 Cm
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