Tenders Are Invited For Nowa Iwiczna, Old Iwiczna And Nowa Wola - Expansion Of The Municipal Road Of Kielecka Street On The Section From Krasickiego Streets To Słoneczna Streets

The Task In Question Involves The Construction Of Kielecka Street On The Section From The Border Of The Dw 721 Road Of Słoneczna Street To The Border Of The Road Of The District Road - Krasickiego Street. It Is Planned To Build A Road With Local Class L And Traffic Load Kr3. The Length Of The Road Section Is 944.18 M. The Width Of The Designed Road Lane Is From 10.00 M To 17.50 M (On Road Curves). The Road Surface Of The Kielecka Municipal Road Was Designed With A Width Of 6.00 M With A One-Sided Cross Slope Of 2%. On Road Curves, The Road Width Is Up To 7.00 M. The Road Consists Of Two 3.00 M Wide Traffic Lanes. In The Designed Road Lane, A 2.5 M Wide Left-Side Sidewalk With A 2% Inclination Towards The Road Has Been Designed Along The Entire Length Of The Street. On The Right Side, At Km 0+620 To 0+680, A 2.00 M Wide Sidewalk Has Also Been Designed, Adjacent To The Road And Providing Access To The Bus Stop. The Left-Side Sidewalk Is Adjacent To The Road In Sections And Is Mostly Separated From The Road By A Green Belt Up To 1.5 M Wide. The Width Of The Designed Exits Is 6.0 M, Which Corresponds To The Width Of The Designed Road. The Grade Of The Designed Street Was Adapted To The Development Of The Areas Adjacent To The Road. On The Right Side Of The Road, A Dirt Shoulder With Variable Width - From 0.75 M To 2.5 M And A Length Of Approx. 680 M - Has Been Designed To Allow Pedestrian Traffic. As Part Of The Traffic Organization, A Pedestrian Crossing Is Planned On The Road Section In Question At Km 0+622. On The Right Side Of The Road, Near The Exit Into Ul. A Bus Stop With A Bus Shelter Was Designed In Werbeny. A Bus Stop Has Also Been Designed On The Opposite Side Of The Road, Near Plot No. 14/5 And 14/19 In Nowa Iwiczna. The Road Surface Was Designed From Mineral And Bituminous Asphalt Mixtures (In Accordance With The Attached Bills Of Quantities). The Surface Of The Exits And The Sidewalk Was Designed With 8 Cm Non-Bevelled Paving Stones (In Accordance With The Attached Bills Of Quantities). For The Purposes Of Road Drainage, A Gravity Storm Sewage System Was Designed With A Total Length Of Channels Of 944.18 Meters. On The Section From Km 0+418.45 To Km 0+715.00, There Is A Main Rainwater Canal Built As Part Of The First Stage Of Road Construction. As Part Of The Investment, It Is Planned To Build The Remaining Part Of The Storm Sewage System Of The Main Street. Kielecka At Km 0+418.45 – Km 1+362.63. The Rainwater Channel Will Be Made Of Perforated Pvc Pipes, Diameter 400 Mm. The Remaining Elements Of The Storm Sewage System Include Storm Inlets, Diameter 500 Mm, With Drains (28 Pcs.) And Inspection Wells, Diameter 1,200 Mm (22 Pcs.). For The Purpose Of Proper Illumination Of The Road Section, Street Lighting Is Planned, Which Includes The Dismantling Of Existing Lighting Lamps On Low Voltage Poles And The Construction Of A Lighting Installation With 32 Road Lighting Poles. As Part Of The Investment, A Service Channel Will Also Be Construct