Tenders Are Invited For Reconstruction Of District Road No. 1271T Ul. Dolomitowa By Building A Sidewalk From Km 7+590 To Km 7+780 In The Month. Bunnies

The Subject Of The Order Is The Reconstruction Of The District Road No. 1271T Bolmin-Zajączków In The Town Of Zajączków On The Section From Km: 7+590 To Km: 7+780, In The Piekoszów Commune. The Scope Of The Road Reconstruction Includes In Particular: Road Works On The Section Of District Road No. 1271T, Ul. Dolomitowa In The Town Of Zajączków, From Km 7+590 To Km 7+780, 190.00 M Long. The Scope Includes The Construction Of A Sidewalk With An Area Of ​​505.00 M², The Construction Of The Surface Of A Bus Bay With An Area Of ​​140.00 M² And Exits, Earthworks, Drainage And Finishing Works. Preparatory Works. It Is Planned To Carry Out Geodetic Measurements And Post-Construction Geodetic Inventory Over A Length Of 0.19 Km And To Dismantle The Existing Aggregate And Paving Stone Surfaces, 120.00 M² And 95.00 M², Respectively. Earthworks. The Scope Includes Removing Topsoil With An Average Thickness Of 15 Cm From An Area Of ​​505.00 M², Excavating And Trenching In The Amount Of 594.05 M³, Transporting The Excavated Material Up To 5 Km And Transporting The Excess For Disposal, And Constructing Embankments In The Amount Of 181.00 M³. The Embankments Should Be Made Of Material Obtained By The Contractor, With Subsequent Layers Compacted And Moistened. Road Surface And Frames. It Is Planned To Mill Or Dismantle The Asphalt Surface On An Area Of ​​1,178.00 M², To An Average Depth Of 10 Cm, And Cut The Surface Over A Length Of 300.00 M. The Material From The Asphalt Demolition Will Be Transported And Becomes The Property Of The Contractor. The Surface Includes A 4 Cm Thick Ac16 Leveling Layer On An Area Of ​​1,178.00 M² And A 4 Cm Thick Ac11 Wearing Course On An Area Of ​​1,159.00 M², For Traffic Category Kr3. The Borders Include 15 × 30 Cm Concrete Curbs On A C12/15 Concrete Bench With Support And 8 × 30 Cm Borders On A C12/15 Concrete Bench. The Drain Should Be Made Of Gray Holland-Type Concrete Cubes, 8 Cm Thick, On A 15 Cm Thick Cement-Sand Ballast, With The Joints Filled With Sand. Sidewalk And Exits. After Profiling And Compacting The Base, It Is Planned To Create A Layer Of Improved Base Made Of A 15 Cm Thick C1.5/2.0 Cement-Bound Mixture And A Base Base Made Of An Unbound C90/3 Aggregate Mixture With A Grain Size Of 0-31.5 Mm And A Thickness Of 15 Cm. The Surface Is Made Of Colorful Behaton Concrete Cubes, 8 Cm Thick, Laid On A Cement-Sand Ballast, With Joints Filled With Sand. Bus Bay. The Structure Includes A Profiled And Compacted Base, A Layer Of Improved Base Made Of A C3/4 Cement-Bonded Mixture With A Thickness Of 25 Cm, A Base Base Made Of An Unbound C90/3 Aggregate Mixture With A Grain Size Of 0-31.5 Mm And A Thickness Of 35 Cm, And A Surface Of Gray Behaton Concrete Cubes, 8 Cm Thick, On A Cement-Sand Ballast, With Filled Joints Sand. Layer Thicknesses Are Given After Compaction, In Accordance With The Descriptions Of The Cost Estimates. Finishing Works And Drainage. The Scope Includes Desilting And Profiling Ditches, Strengthening Slopes Wit