Tenders Are Invited For Reconstruction Of Access Roads To Agricultural Land

1. The Subject Of The Order Is The Reconstruction Of Access Roads To Agricultural Land In The Czerniejewo Commune In The Following Towns: Gębarzewo: The Planned Investment Includes Hardening Of The Municipal Road In The Town Of Gębarzewo. The Total Length Of The Paved Section Is 400 M. The Road Surface Requires Profiling And Cutting Of The Overgrown Grass (Especially In The Area Of ​​The Designed 0.5 M Wide Roadsides). It Was Assumed That The Bed And Profile Should Be Made Using A Grader, Giving The Road A Two-Sided Slope Towards The Roadsides (Cross Slope Of At Least 3.0%). When Giving The Road A Profile, Cut Off The Top Road With An Average Thickness Of 10 Cm And Use The Obtained Material To Form A 0.5 M Wide Ground Shoulder On Both Sides. The Slope Of The Ground Shoulders Should Be 8%. The Road Profile Prepared In This Way Should Be Compacted Before Laying The Aggregate Surface. The Missing Material For The Dirt Roadside Should Be Delivered To The Construction Site, While The Excess Cuttings And Sod That Cannot Be Incorporated Into The Roadsides Will Be Managed By The Contractor. The Surface Should Be 5.1 M Wide (Up To Km 0+110.0) And 4.1 M (From Km 0+110.0 To Km 0+407.0) And The Total Thickness Of The Structure Should Be 20 Cm. The Lower Layer Should Be Made Of Aggregate With A Grain Size Of 0/63 Mm And A Thickness Of 15 Cm, The Upper Layer Should Be Wedged With A Mixture With A Grain Size Of 0/31.5 Mm And A Thickness Of 5 Cm. When Hardening, It Should Be Assumed That The Road Geometry Remains Unchanged. Minor Adjustments Are Allowed To Improve The Smoothness Of The Roads Integration Into The Existing Terrain. The Road Grade Should Be Run Up To 10 Cm Above The Existing Ground Elevation While Maintaining Adequate Road Drainage. In The Places Indicated On The Site Plan, Exits Should Be Made With Dimensions Consistent With The Bill Of Quantities For The Works And Structures As For The Main Road. Kosmowo: The Planned Investment Includes Hardening Of The Municipal Road In The Town Of Kosmowo. The Total Length Of The Hardened Section Is 950.0 M. The Road Surface Requires Profiling And Cutting Of The Overgrown Grass (Especially In The Area Of ​​The Designed 0.5 M Wide Roadsides). It Was Assumed That The Bed And Profile Should Be Made Using A Grader, Giving The Road A Two-Sided Slope Towards The Roadsides (Cross Slope Of At Least 3.0%). When Giving The Road A Profile, Cut Off The Top Layer With An Average Thickness Of 10 Cm And Use The Obtained Material To Form A 0.5 M Wide Ground Shoulder On Both Sides. The Slope Of The Ground Shoulders Should Be 8%. The Road Profile Prepared In This Way Should Be Compacted Before Laying The Aggregate Surface. The Missing Material For The Dirt Roadside Should Be Delivered To The Construction Site, While The Excess Cuttings And Sod That Cannot Be Incorporated Into The Roadsides Will Be Managed By The Contractor. The Surface Should Be 5.1 M Wide (Up To Km 0+210.0) And 4.1 M (From Km 0+210.0 To Km 0+961.0) And The Tota