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12 Road Location. Przysucha Commune, Town Of Wola Więcierzowa, Registration Number, Journal Characteristics Of Construction Works Covered By The Subject Of The Contract: 1) Technical Parameters Of The Road: Road Class D, Designed Speed 40 Km/H, Category Of Traffic Kr1. Road Length 729.40 M, Variable Road Width From 3.5 M To 5.0 M. On A Section From Km 0+938.60 To Km 1+045 One -Caring Road With One Lane Intended For Traffic In Both Directions, Road Width 3.5 M. On A Section From Km 1+0.75 To Km 1+668.00 One -Day, Two -Lane, Two -Way Width Of The Road Width 5.0 M.2) Construction Of Road Elements. Surface: From Km 0+938.60 To Km 1+150.00 - Ac8s 4 Cm Thick Asphalt Concrete, Ac16w Asphalt Concrete Binding From Km 1+150.00 To Km 1+668.00 (Existing Bituminous Layer) - An Abdominal Layer Made Of Asphalt Concrete Ac8s 4 Cm Thick, Asphalt Concrete Alignment; From Km 1+150.00 To Km 1+668.00 (Widening The Existing Road) - An Abdominal Layer Made Of Asphalt Concrete Ac8s 4 Cm Thick, Binding Layer Ac16w 4 Cm Thick, Foundation Made Of Broken Aggregate 0/31.5 Mm Stabilized Mechanically Thickness 20 Cm. In Places Where The Existing Road Construction With A Bituminous Surface Shows A Complete Loss Of Load Capacity, The Existing Surface Should Be Dismantled With The Foundation, Followed By The Abrasive Layer From Asphalt Concrete Ac8s 4 Cm Thick, Ac16w Binding Layer 4 Cm Thick, Foundation Made Of Broken-Stabilized 20 Cm Thick. Roads: Bilateral 0.75 M Wide From Broken Aggregate 0/31.5 Mm Mechanically Stabilized Thickness 10 Cm. Congresses: Width Of 3.5 M Downhill With Bilateral Roadsides Of 75 M From Mechanically Stabilized Aggregate. Individual Conventions In Built -Up Areas - A 4 Cm Abrasive Layer, 4 Cm Asphalt Concrete, Broken Aggregate Foundation 15 Cm Thick; Individual Conventions Outside The Built -Up Area - Surface Made Of Broken Aggregate Mechanically Stabilized 15 Cm Thick; Public Conventions - 4 Cm Abrasive Layer, 4 Cm Asphalt Concrete, Broken Aggregate Foundation Mechanically Stabilized 20 Cm Thick; Roads Along The Conventions Of A Natural Aggregate Surface 10 Cm Thick. Symphs Discs: A3 - 1 Pcs., B33 - 1 Pc., D42, D43 - 2 Pcs, E17a, E18a - 2 Pcs. Prefabricated (2 Items) With A Frame And Heavy -Type Cover. 6) Construction Works Will Be Carried Out On The Basis Of A Building Permit Decision No. A Detailed Description Of The Subject Of The Contract, Including: Minimum Requirements Of The Ordering Party Regarding: Technical, Technological Parameters, Material Solutions, Requirements For The Performance And Acceptance Of Construction Works, Warranty Conditions, Contractors Obligations, Etc. The Following Documents Specify The Following Documents: A) Land Development Project (Replacement Project) Construction Of The Municipal Road Wola Prison-Benik; B) Architectural Design Municipal Roads Wola Prisonerzowa - Beinik; C) Technical Design (Replacement Project) Construction Of The Wola Przęcierzowa - Beźnik Municipal Road. Stage 2; D) Technical Specification And Ac
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