Tenders Are Invited For Reconstruction Of Municipal Road No. 124157L On The Section From Km 0+002 To Km 0+99 ... in Poland

Work Detail

The Subject Of The Investment Is: Reconstruction Of Municipal Road No. 124157L On The Section From Km 0+002 To Km 0+992 In The City. Parafianka. The Scope Of The Investment Includes: Measurement And Preparatory Works; Mechanical Cutting Of The Existing Elevated Earth Shoulders At A Width Of 0.75-1.0 M; Widening Of The Existing Asphalt Road With Crushed Aggregate. 0-31.5Mm Thick 30Cm With A Width Of 0.6-1.5M Within The Designed Passing Areas In Order To Bring Them To The Normative Dimensions; Construction Of A Stopper Made Of Crushed Aggregate 0-31.5Mm Thick Along The Degraded Edges Of The Existing Asphalt Road. 20Cm And 30Cm Wide On A Total Section Of 370M In Length To Strengthen The Edge Of The Asphalt Road; Local Reinforcement Of The Degraded Asphalt Road With A Leveling And Reinforcing Layer Of Crushed Aggregate With A Diameter Of Gr. 15Cm - 102.68M3; Reinforcing The Asphalt Surface On The Section From Km 0+002 To Km 0+490 By Implementing: • A Leveling And Binding Layer Of Asphalt Concrete Ac11w Kr1/2 Dia. Gr. 5Cm;• Wearing Course Of Asphalt Concrete Ac11s Kr1/2 Thickness. 4Cm; Reinforcing The Asphalt Surface On The Section From Km 0+490 To Km 0+992 By Making: • Lower Leveling Layer Of Asphalt Concrete Ac11w Kr1/2 Dia. Gr. 3Cm;• Upper Leveling And Binding Layer Of Asphalt Concrete Ac11w Kr1/2 Dia. Gr. 3Cm;• Wearing Course Of Asphalt Concrete Ac11s Kr1/2 Thickness. 4Cm; Construction Of Roadsides Improved With Crushed Aggregate On Both Sides Of The Road, Along The Edge Of The Asphalt Road. 15 Cm, Width 0.75 M; Construction Of Asphalt Concrete Exits; Construction Of Crushed Aggregate Exits; Height Adjustments Of Paving Stones Within The Existing Exit And Access To The Property At Km 0+505.90 (Side L) To The Level Of The Asphalt Surface; Construction Of Culverts Under The Exits From Pehd Pipes Fi 40Cm Unblocking The Existing Drainage Ditches; Construction Of New Vertical Markings. Designed Condition. The Beginning Of The Road Development Is At Km 0+002.00 (Vertex W1, I.E. At The Intersection With Dp No. 2500L), And The End At Km 0+992.00 (Vertex W11). The Designed Road Runs Along The Trace Of The Existing Road. The Route Of The Road Is Defined On The Site Plan With Apexes W1-W11. The Entire Section Has A Road With A 3.5 M Wide Asphalt Road And A Cross-Track Road With 0.75 M Wide Crushed Aggregate Shoulders On Both Sides. In Addition, Three Passing Areas Have Been Designed At Km: 0+175.40, 0+394.80 And 0+710.50 In Order To Widening The Road At A Length Of 25.0 M To 5.0 M. Technical Parameters Of The Municipal Road: Technical Class Of The Road - D Length Of The Road Section: 990.0 M Design Speed Vp = 30 Km/H Drainage: Surface Towards The Roadsides Passing Channels: 3 Pcs. In Km: 0+175.40, 0+401.00 And 0+710.50 Note: Due To The Limited Number Of Characters In This Section Of The Announcement, The Ordering Party Refers Contractors To The Provisions Of The Swz Where The Further Part Of The Description Can Be Found. (Chapter Iii-Descript

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