Tenders Are Invited For Reconstruction Of Pszenicza Street In Grodztwo

Common Procurement Vocabulary: Cpv 45230000-8 Construction Works For The Construction Of Pipelines, Communication And Power Lines, Highways, Roads, Airports And Railways; Land Leveling. Ordering Party: Kruszwica Commune. Completion Date: 3 Months From The Date Of Conclusion Of The Contract. The Subject Of The Investment Is The Renovation Of An Internal Municipal Road With A Crushed Stone Surface On Plots No. 283/1, 313 (Precinct 0009 Kruszwica) And No. 283/2 (Precinct 0013 Grodztwo) Administered By The Commune Of Kruszwica. The Reconstruction Will Cover A Section Of Wiosenna Street, Approx. 100M (Plot No. 313 And 283/1) And A Fragment Of A Section Of Pszenicza Street Approximately 650M Long (Plot No. 283/2). The Beginning Of The Reconstruction Is Set At Km 0+000.00 (From The Existing Bituminous Surface Of Ul. Wiosenna), While The End Of The Reconstruction Section Is Km 0+750.00 Running Towards Dk62. It Is A Local Road Providing Access To Residential Buildings/Farms And Serving Adjacent Agricultural Areas. Description Of The Current Condition Of The Road Scheduled For Renovation. In The Existing Condition, In The Area Under Development There Is A Road With A Surface Made Of Crushed Stone On A Base Of Various Types Of Material (Limestone Aggregate With Brick Rubble, Slag, Sand). In The Ground According To According To The Survey, Below The Surface Layer Of Non-Building Embankments There Are Pleistocene Glacial Fluvial Deposits In The Form Of Fine Sands, Fine Clay Sands, And Glacial Formations In The Form Of Clayey Sands And Clays. The Initial Section From The Town Of Kruszwica (Approx. 0.1 Km) Runs In The Kruszwica District, While The Remaining Part Of The Road Covered By The Study (Approx. 0.65 Km) Is Located In The Grodztwo District, Commune. Kruszwica. The Terrain Is Flat In Terms Of Terrain. The Difference Between The Lowest (H = 79.51 M Above Sea Level) And The Highest (H = 80.44 M Above Sea Level) Is The Elevation Of The Existing Road Surface Is Approximately 0.93 M. The Infrastructure Of The Area In The Development Plan Includes: - Sanitary Sewage System Ks90 In The Section. 0+000 – 0+100 (Page L) – Does Not Interfere - Overhead Power Grid Crossing Across The Existing Road At Km Approx. 0+045 And At Km 0+160, At Km - Does Not Interfere - Underground Power Grid Es And En (Road Lighting On Side P) On The Entire Section Covered By Reconstruction. To Move The Existing Lighting Cable On Section Approx. 160M Between Lights No. 8 And 11 And Lights No. 9 And 10 Due To The Correction Of The Road In The Section. 0+490 – 0+650. - Water Supply Network Wo110 On The Section Approx. 0+810 – 0+906 – Does Not Conflict. Designed State The Road Reconstruction Project Was Developed With The Following Assumptions Agreed With The Road Manager: Road Class - D (Access) Traffic Category - Kr1-2 Design Speed - 50 Km/H Road Width - 4.0 M Width Of Shoulders (On Both Sides) 0.75 M - Hardened With Crushed Aggregate 0/31.5 Mm Building Category: Xxv Municipal Road (Interna