1. The Subject Of The Contract Is The Execution Of Construction Works As Part Of The Task: Reconstruction Of Municipal Road No. 106871B In Tylwickie Farms - Stage Ii On The Section From Km 0+000 To Km 0+445 On The Plot With Registration Number 384/1 And 384/2, In The Commune Of Zabłudów. 2. The Episode Covered By The Application Is The Second Stage Of The Work. Stage I On The Section 0+445-0+876 Ended In October 2022. 3. As Part Of The Investment, A Bituminous Surface Will Be Made On A Section Of 445 M, Width 5.50 M. In The Roof Cross-Section Along With Bilateral Roadside. 4. Surface: - Superstructure Of The Existing Cobblestone Surface: Abdominal Layer - Asphalt Board Ac11s 4 Cm, Binding - Asphalt Concrete Ac 16W 4 Cm, Compensating From A Mixture Of Unrelated Cnr Aggregate - Variable Thickness Min. 10 Cm. - Full Structure And On Expansion: Abrasive Cm, Binding - Asphalt Concrete Ac 16W 4 Cm, Compensatory From A Mixture Of Unrelated Cnr Aggregate 25 Cm, Embankment From A Small Land 5. Meetings To Adjacent Inhabited Properties And Side Roads Were Designed From Concrete Paving Stones, And Exits For Undeveloped Agricultural Lands As Gravel, While They Are Allowed To Make Them From The Cobblestones. Concrete. 6. A New Vertical And Horizontal Marking Will Be Introduced On The Section To Protect And Safety Of All Traffic Users. 7. Bus Stops Will Be Separated By Means Of Appropriate Marking And In Their Area A Pedestrian Crossing With Active Signaling And Lighting Will Be Created. 8. The Implementation Of The Investment Requires Cutting Of Shrubs, 9. The Investment Has Existing Geodetic Warp Points That Can Interfere With The Designed Land Development. Before Performing The Works, An Authorized Surveyor Should Transfer The Colliding Geodetic Warp Points Beyond The Limit Of Earthworks. 10. Protection Of The Existing Underground Infrastructure: - Teletechnical Cable Protection Running Under The Designed Road And Downhill Should Be Secured With The Help Of Two -Part Curtain Pipes. - Reconstruction Of The Above-Ground Hydrant To Underground,- Adjustment Of The Height Of Waterworks And Teletechnical Wells. 11. The Material Scope Of Construction Works Includes, Among Others: 1) Preparatory Works; Including Cutting Of Shrubs On The Said Section Of The Road From Km 0+000 To Km 0+445; 2) Demolition Works; 3) Earthworks; 4) A Foundation With Profiling And Compaction Of The Ground, 5) Altitude Adjustment From A Mixture Of Unrelated Natural Aggregate (In The Case Of Full Road Structure), 7) Making The Road Surface 5.50 M Wide From Asphalt Concrete On The Existing Cobblestones And Compensatory Surfaces From A Mixture Of Unrelated Natural Aggregate (In The Case Of Superstructure On The Existing Cobblestones), 8) Execution Of Double -Sided Shoulders 2 X 0.75 M From A Mixture Natural Mechanically Stabilized, 9) Execution Of Surface Drainage, Including Giving Longitudinal And Transverse Road Declines, 10) Execution Of Conventions For Adjacent Residentials And Side Roads
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