Tenders Are Invited For Construction Of A Forest Road In The Hanka Forest District

The Subject Of The Order Is The Execution Of Construction Works Consisting In The Construction Of A Forest Road In The Hanki Forest District. The Road Will Start At The End Of The Auxiliary Road Carried Out As Part Of The Construction Of The S10 Road. The End Of The Road Is An Intersection With A Forest Road - Fire Access Road No. 14. The Designed Road Will Be Located In The West Pomeranian Voivodeship, In The Wałeckie Poviat, Registration Unit Mirosławiec - Rural Area, Precinct 0030 Hanki, On Plots Marked With Geodetic Numbers: 8198/1, 8197/4, 8198/3, 8229/2, 428/3, 8229/1, 8259/2, 8259/1, 8260/2, 8260/1. The Designed Structure Will Be Used As A Forest Road, Internal - Fire Access Road No. 3.0 M. The Road Cross-Section Includes: The Road, Shoulders, Storage Yards And Intersections. A Linear Facility Was Designed, The Main Element Of Which Is A Roadway Made Of Openwork Slabs And Crushed Gray Aggregate. The Road Follows The Existing Terrain In The Line Of The Existing Dirt Road With Route Adjustments. The Road Was Designed With A Road Width Of 3.0 M; 0.75 M Wide Roadsides, Storage Yards And Variable Dimensions. The Length Of The Designed Road Section Is: 2,179 M. The Road Runs In Straight And Curved Sections With Constant Radii; In The Longitudinal Profile, The Road Runs Along A Line Of Uniform Slopes And Vertical Curves. Within The Road, The Subsoil Includes: Soil Approximately 0.2 To 0.5 M Thick; A Layer Of Medium, Coarse And Sandy Sand, And Locally Clay And Sandy Loam. Due To The Foundation Of The Road In Genetically And Lithologically Homogeneous Layers Lying Horizontally, Not Including Weak Mineral Soils, Organic Soils With The Water Table Below The Designed Foundation Level And The Lack Of Unfavorable Geological Phenomena, Simple Ground Conditions Occur In The Examined Area. The Load-Bearing Group Of The Substrate Should Be Brought To The G1 Load-Bearing Group. The Designed Objects Can Be Classified Into Geotechnical Category 1. Designed Structures: Roadway. Surface Made Of Openwork Plates - Wearing Course Made Of Openwork Yomb Plates, Double-Reinforced, With The Holes Of The Plates Filled With Sand, Thickness. 12.5 Cm - Sand Bedding Thick. 5 Cm - Foundation Made Of Crushed C50/30 Aggregate, Mechanically Stabilized 0/31.5 Thick. 10 Cm Side - Wearing Course Made Of Crushed Aggregate C50/30 Stabliz.Mech. 0-31.5, Thickness 10 Cm - Supplemented With Soil From The Excavation. Jezdnia. Widenings, Exits, Passing Areas, Storage Areas: - Wearing Course Made Of Crushed Aggregate C50/30 Stabliz.Mech. 0-31.5, Thickness 17.5 Cm - Foundation Made Of Crushed Aggregate C50/30 Stabliz.Mech. 0/31.5 Thick 10 Cm Roadway: Surface Between Slabs - Wearing Course Made Of Crushed Aggregate C50/30 Stabliz.Mech. 0-31.5, Thickness 12.5 Cm - Sand Bedding Thick. 5 Cm - Foundation Made Of Crushed Aggregate C50/30 Stabliz.Mech. 0/31.5 Thick 10 Cmno Elements Of Construction And Installation Equipment Are Designed. A Detailed Description Of The Subject Of The Order Is Includ