1. The Subject Of The Order Are Services Consisting In The Preparation Of Complete Design Documentation For The Construction Of A Municipal Road On Part Of Plot No. 32, Kamionka Stara District, On The Section From The Provincial Road No. 674 Sokółka-Krynki To The Intersection With The Internal Municipal Road On Plots: No. 400, Kurowszczyzna District And No. 58, Stara Kamionka District. 2. The Scope Of The Order Includes The Preparation Of Design Documentation For The Construction Of A Municipal Road On Part Of The Plot. No. 32, Kamionka Stara Precinct, On The Section From The Provincial Road No. 674 Sokółka-Krynki To The Intersection With The Internal Municipal Road, On Plots: No. 400, Kurowszczyzna Precinct And No. 58, Stara Kamionka Precinct With Surface Drainage, Length Approx. 925 M On Plots 201108_5.0018.32, 201108_5.0018.153, 201108_5.0018.159 201108_5.0024.400, 201108_5.0024.401, 201108_5.0017.58 Constituting The Road Lane Of A Municipal Road, 201108_5.0017.31/3 And 201108_5.0018.698 Constituting A Road Strip Of A Provincial Road, Including: 1) Designing A Section Of A Municipal Road Under The Zrid Procedure (Concerning The Acquisition Of Some Plots With Geod. No. 201108_5.0017.125, 201108_5.0017.127/1, And Possibly Others Necessary To Widen The Existing Road Lane), The Planned Route Of The Road Is Presented In The Graphic Attachment, 2) Construction Of A Road With A Surface With A Concrete Wearing Course On A Foundation Of Concrete And Mechanically Stabilized Crushed Aggregate At Km 0+000-0+080, 3) Construction Of The Road Surface Structure And Roadsides With A Wearing Layer Made Of Crushed Aggregate On A Substructure Of Mechanically Stabilized Natural Aggregate At Km 0+080-0+925,4) Construction Of Roadsides With A Minimum Width Of 0.75 M,5) Construction Of Exits To All Plots Located On Both Sides Of The Designed Section,6) Reconstruction Of Intersections With The Provincial Road No. 674 At The Beginning And With The Municipal Road At The End Of The Municipal Road Section On Conditions Managers/Owners Of The Above-Mentioned Roads.7) Construction Of Drainage Devices Related To The Surface Drainage Of The Road No. 674)A) Road Surface Structure Of The Municipal Road For The Subgrade Load Group G1.9.1) At Km 0+000-0+080 (Within The Intersection With Road No. 674)A) Rolled Concrete Surface Rcc C30/37 - Thickness 20 Cmb) Base Base Made Of Crushed Aggregate C50/30 0/31.5 - Thickness 30 Cm; C) Roadsides Made Of Crushed Aggregate, Width 0.75 M; D) Slope Inclination - 1:1.5; 9.2) At Km 0+080-0+925A) Wearing Course Made Of Crushed Aggregate C50/30 0/31.5 - Thickness 15 Cm; B) Main Base Made Of Crushed Aggregate C50/30 0/31.5 - Thickness 15 Cm; C) Auxiliary Base Made Of Natural Aggregate - Thickness 20 Cm D) Shoulders Made Of Crushed Aggregate, Width 0.75 M; E) Slope Inclination - 1:1.5;3 Subject Of The Order (Opz), Constituting An Annex To The Swz
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