Tenders Are Invited For Reconstruction Of District Road No. 3184 D

The Subject Of The Order Is The Performance Of Engineering Construction Works For The Reconstruction Of District Road No. 3184 D From Km 2+825 To Km 3+800 In The Town Of Romanów (Plot No. 124, Romanów - Krasiewice District), Including The Construction Of A New Road Surface (Milling, Laying A New Surface), Construction Of Exit And Road Surfaces. Parameters Of The Road Design - Road Class - Z - Traffic Category - Kr2 - Design Speed - Vp = 50 Km/H (40 Km/H In Difficult Conditions) - Road Width - 4.50 - 5.00 - Side Width - 0.50 M - The Total Length Of The Planned Road Reconstruction Is ~ 975.00 M - Road Area ~ 4,517.0 M2 - Exit Area ~ 73.5 M2 - Double-Sided Transverse Slope - 2% - One-Sided Transverse Inclination - 3-7% - Pavement Load 115 Kn/Axis. In Order To Create The Pavement, It Is Necessary To Remove The Existing Bituminous Layers Of The Road Surface (Profile Milling). Existing Dirt Roadsides Should Also Be Cut Down. After Milling The Existing Surface, A 5 Cm Thick Sma 16 Jena Wearing Course Should Be Laid On The Prepared Substrate. Along The Surface, Shoulders Should Be Made Of 0/31.5 Mm Aggregate, 10 Cm Thick. Particular Attention Should Be Paid To The Connections Between Subsequent Layers Of The Road Structure. The Existing Surface Should Be Sprinkled After Mechanical Cleaning Before Laying A Layer Of Crushed Aggregate Or Asphalt Concrete Using Cationic Asphalt Emulsions According To Pn-En 13808 And Wt-3 Asphalt Emulsions. Before Starting Work Related To The Construction Of The Designed Structures, Demolition Of Existing Surfaces Not Intended For Use Should Be Carried Out. The Milled Material And Stone Material Obtained During The Demolition Works Are The Property Of The Ordering Party And Should Be Transported To The Place Indicated By The Ordering Party, Located Approximately 18 Km From The Place Of Work (Strzelin, Ul. Nyska). In Places Where The Road Surfaces Of Roads Connecting To The Planned Ones Are Connected, The Necessary Height Adjustments Should Be Made On The Surface To Allow For Their Proper Connection (Standard Transverse And Longitudinal Slopes). The Scope Of Works Includes: - Protection Of Trees For The Duration Of The Works, - Milling Of Existing Bituminous Layers, - Cutting Of Existing Roadsides, - Dismantling The Existing Stone Surface Of The Exits, - Making A Base For The Exit Surface, - Making The Surface Of The Exits, - Making Layers Bituminous Asphalt Concrete Surfaces, - Construction Of New Roadsides. Construction Of The Designed Road Using The Existing Surface - Wearing Course Of Sma 16 Jena Thickness. 5 Cm - Existing Road Structure After Milling The Bituminous Layers. Structure Of The Designed Exit Surface - Wearing Course Of Sma 16 Jena Thickness. 5Cm - Existing Driveway Structure After Demolition Of The Stone Surface. Roadside Structure - Mechanically Stabilized Crushed Aggregate 0/31.5 Mm Thick. 10Cm List Of Areas - Total Road Surface Is ~ 4,517.0 M2 - Roadside Surface ~ 975.0 M2 - Exit Surface ~ 73.5 M2 Details O