Tenders Are Invited For Renovation Of Municipal Road No. 150537C In Batkowo

The Subject Of The Order Is The Performance Of Construction Works Consisting In The Renovation Of Municipal Road No. 150537C In The Town Of Batkowo. The Subject Of The Works Is The Renovation Of Municipal Road No. 150537C Batkowo - Popowskie Huby On The Section Between The Town Of Batkowo And The Sewage Treatment Plant With A Bituminous Surface With A Hardened One-Sided Shoulder, Approx. 2.0 M Wide, On Plots Administered By The Inowrocław Commune (Plot No. 152/1 And 162/3, Batkowo District [0004]). Existing Condition: In The Existing Condition, In The Area Covered By The Development There Is A Road With A Bituminous Surface Approx. 4 M Wide, Widened To Approx. 6.5-7.0 M Within The Access To The Railway Crossing (Plot No. 162/2). The Entire Section Covered By The Study Is Approximately 1.3 Km Long And Is Responsible For Communication Between The Towns Of Batkowo, Popowice And Inowrocław Towards Ul. Popowicka (Road No. 151351C) In The Commune. Inowrocław. Access To The Renovated Section Is Directly Via Asphalt Roads From The West, I.E. District Road No. 2555C (The Beginning Of Municipal Road No. 150537C Is The Intersection With Dp2555c). The End Of The Study Falls On The Border Of The Commune And The City Of Inowrocław, I.E. The Districts Of Batkowo (Plot No. 162/3) - Inowrocław (Plot No. 10) - Reference Point No. 440A (Coordinates X: 5848022.66 And Y: 6515433.27). The Land Development And Facilities Included In The Development Plan Include: - Railway Crossing With Traction Network, - Underground And Overhead Power Grid, - Underground Telecommunications Network, None Of The Existing Facilities. The Network Does Not Interfere With The Planned Renovation Works. Design Status: The Road Renovation Project Was Developed With The Following Assumptions Agreed With The Road Manager: - Road Class - D, - Traffic Category - Kr1/Kr2, - Design Speed - 90 Km/H (Limited To 30 Km/H), - Road Width - 4.0 M, - Width Of The Right Side Widening Made Of Crushed Aggregate (Ist.) Approx. 2.0 M, - Width Shoulders On The Left Side 0.75 M - Hardened With Crushed Aggregate 0/31.5 Mm On A Width Of 0.5 M, - Width Of The Shoulder/Widening On The Right Side 2.0 M - Hardened With Reclaimed Aggregate On A Width Of 1.5 M Obtained From Milling The Bitumen Surface. The Following Course Of Works Was Planned: - Marking Out The Places For Substructure Replacement And Planned Partial Renovation And Marking Sections With Bituminous Overlays, - Cutting And Filling In The Ground Shoulders On A Width Of 1.0 M (On Both Sides In Front Of The Railway Crossing), - Restoring A Drainage Ditch/Mud Along Plot 177/3 (Right Side), - Construction Of A New Structure In The Places Of Breakthroughs, - Carrying Out Partial Renovations Of The Existing Ones. Pavement According To Planned Technologies (Renovation With Ac16w Asphalt Concrete, Reinforcement With Glass Geogrid), - Regulation Of Existing Curbs And Surfaces Made Of Concrete Cubes. Up To The Height Of The Wearing Surface At The Exits And Access Poin