Tenders Are Invited For Construction Of A Forest Road - Fire Access Road No. 3 In The Mogilica And Bralęcin Forests - Section 1 - 1,420 M.

As Part Of The Investment, A Section Of The Fire Access Road Should Be Built: - Section No. 1 - From Km 0+000 To Km 1+420 - Length 1,420 M (1,420 Km), - Exit To District Road No. 1711Z With A Concrete Block Surface (Approx. 260 M2) At Km 0+000, - Storage Yard From Km 0+363 To Km 0+413 (Left Side) With An Area Of 300 M2, -The Scope Of Works To Be Performed Also Includes, Among Others: Surveying Works, And Grubbing Up Tree Trunks After Felling. Characteristic Parameters Of The Building Fire Access, Length (Section 1) - 1420 M (1.42 Km): - Road Classification According To The Function Of Providing Access To Trees - Main, - Type Of Road - Forest, Internal, Fire Access, - Traffic Category - Kr1 - Design Speed - 30 Km/H, - Width Of The Main Road On A Straight Section - 3.50 M, - Passing Roads, 3.0 M Wide, Long 23 M, Slopes 1:7, Located At A Distance Of No More Than 300 M From Each Other, - Width Of The Road With A Passing Lane - 6.5 M - Radii Of Intersections - R = 11 - 20.0 M, - Radii Of Exits R = 6.0 M - Transverse Slope Of The Road - 3%, - Width Of Roadsides - 2X0.75 M - Transverse Slope Of Roadsides - 6%, - Type Of Surface - Hard, Unimproved, Classified As A Crushed Stone Surface, - Load Capacity - 100Kn/Axle (10T/Axle) - Slopes With An Inclination Of - 1:1.5, - Counterslopes With An Inclination Of 1:1.5 - Gauge - Distance Between Tree Crowns With A Width Of At Least 6.0M For A Road Width Of 3.5M And At Least 9.0M For A Road With A Width Of 6.5M (Passing Areas), Preserved To A Height Of 4.0 M From The Road Surface; Surface Structure: Exit To District Road No. 1711Z, Section On Land Not Owned By The Forest District - 8 Cm - Wearing Surface Made Of Concrete Cubes (Behaton Type, Graphite Color), - 3 Cm - Ballast - Stone Fines 0/5 Mm - 15 Cm - Crushed Aggregate Subbase 0/31.5Mm Mechanically Stabilized, - 15Cm - Substructure Made Of Crushed Aggregate 0/63Mm Mechanically Stabilized, - Profiled And Compacted Subgrade. Section From Km 0+00 To Km 0+022 - 8Cm - Wearing Surface Made Of Concrete Cubes (Behaton Type, Graphite Color), - 3Cm - Ballast - Stone Dust 0/5Mm- 15Cm - 0/31.5Mm Crushed Aggregate Base, Mechanically Stabilized, - 15Cm - 0/63Mm Crushed Aggregate Base, Mechanically Stabilized, - Profiled And Compacted Ground Base. Section (Road, Passing Areas, Forest Exits, Storage Yards) Surface Structure - Roadway - 12Cm - Slabs Jomb Type Reinforced Concrete Filled With Stone Fines 0/5Mm - 3Cm - Ballast - Stone Fines 0/5Mm, - 15Cm - Crushed Aggregate 0/31.5Mm Mechanically Stabilized With Grinding With A Stone Wedge 0-5Mm Thick. Up To 1 Cm, - 15 Cm - Substructure Made Of Crushed Aggregate 0/63 Mm, Mechanically Stabilized, - Profiled And Compacted Subsoil Pavement Structure - Exits, Storage Yards - 15 Cm - Crushed Aggregate 0/31.5 Mm, Mechanically Stabilized With Grinding With A Stone Block 0-5 Mm Thick. Up To 1 Cm, - 15 Cm - Foundation Made Of Crushed Aggregate 0/63 Mm, Mechanically Stabilized, - Profiled And Compacted Ground Subgrade. Roadside Structure -