Tenders Are Invited For Reconstruction Of Municipal Road No. 110443C In Świętosław

1. The Subject Of This Order Is The Implementation Of Construction Works As Part Of The Task Titled: Reconstruction Of Municipal Road No. 110443C In Świętosław The Purpose Of This Order Is To Improve Road Traffic Safety In The Ciechocin Commune. The Road Is A Key Section To Ensure Communication Coherence In The Ciechocin Commune And Significantly Ensures The Safety Of Local Pedestrian And Road Traffic.2.The Investment Involves The Reconstruction Of Municipal Road No. 110443C In The Town Of Świętosław From Km 0+999 To Km 1+920.3.Municipal Road No. 110443C In Świętosław Has A Dirt Surface (Natural Aggregate, Locally Crushed Aggregate) On The Section Covered By The Study. The Road Has Natural Shoulders, Overgrown With Grass And Material From Adjacent Farmlands Along Its Entire Length. Along The Municipal Road, There Are Exits To Properties With Natural Surfaces And Hardened With Natural Aggregate. The Condition Of The Municipal Road On The Day Of The Local Inspection Carried Out In July 2025. Is Satisfactory. The Surface Has A Few Pits And Defects. The Entire Surface On The Section In Question Qualifies For Reconstruction. 4. Within The Road There Is A Telecommunications, Electricity And Water Supply Network. Due To Its Linear Nature, The Existing Infrastructure Does Not Conflict With The Planned Reconstruction. When Work Begins, Control Trenches Should Always Be Made For Verification Purposes. If Utilities Are Discovered At A Level Other Than The Required Level, The Network Operator Should Be Notified And The Cable Secured With A Split Pipe.5.The Scope Includes: - Execution Of Earthworks - 1,700 M3, - Construction Of A Drainage Layer Of Medium-Grained Sand. 20Cm - 2877 M2 - Execution Of A Stabilization Layer Of Medium-Grained Sand Stabilized With C3/4 Grit Cement. 15Cm – 2740 M2 - Making The Basic Foundation From An Unbound Mixture Of C90/3 With Kłsm 0.31.5 Mm Thick. 20Cm - 5450 M2, - Execution Of A Layer Of Ac11w Asphalt Concrete, Thickness. 3Cm - 3902 M2, - Execution Of A Layer Of Ac11s Asphalt Concrete, Thickness. 3Cm – 3825 M2, Roadsides Made Of Unbound Mixture C90/3 With Kłsm 0.31.5Mm Thick. 6Cm - 1270 M2 Before Starting The Road Works Resulting From The Prepared Design Documentation, The Contractor Will Perform A Trial Section In Order To Clarify The Organization Of Production And Laying And Determine The Conditions For Layer Compaction In Accordance With The Provisions Contained In The Document - Technical Specification For The Execution And Acceptance Of Construction Works, Constituting An Annex To The Siwz. The Trial Section Should Be Located In A Place Agreed By The Supervision Inspector, After The Ordering Party Accepts The Proposed Location. Area Of ​​The Trial Section: Approx. 560 M2 (3.5 M X 160 M = 560 M2). During The Trial Section, The Contractor Should Use The Technology, Materials And Equipment That He Intends To Use When Implementing The Task Resulting From The Completed Design Documentation And The Signed Contract. The Trial Sec