Tenders Are Invited For Reconstruction Of Poviat Road No. 4512W Zwoleń - Tczów - Section 1 From Km 0+017.00 To Km 3+357.70 In The City And Commune Of Zwoleń And Section 2 From Km 8+037.00 To Km 8+970.00 In The Commune Of Tczów ...

1. The Subject Of The Contract Is The Execution Of Construction Works Consisting In The Reconstruction Of The Poviat Road No. 4512W Zwoleń - Tczów On The Section From Km 8+037.00 To Km 8+970.00 As Part Of The Task: Reconstruction Of Poviat Road No. 4512W Zwoleń - Tczów - Section 1 From Km 0+017.00 To Km 3+357.70 In The City And Municipality From The City And Section 2 From Km 8+037.00 Km 8+970.00 In The Tczów Commune In The Zwoleński Poviat. 2. The Scope Of Works Includes, Among Others: 1) Preparatory And Measuring Works; 2) Execution On The Entire Section, At The Edge Of The Road, Behind The Concrete Curb, Left -Sided Pavement Of Paving Stones With A Width Of 1.85 M; 3) Reconstruction Of The Existence Of The Bus Stop Platform At Km 8+101.90 (P. P) From Paving Stones Along With The Implementation Of Access From Paving Stones On The Section From The Design Of Pedestrian Crossing At Km 8+070 To The Proof Of The Platform; 4) Execution Of Conventions To The Property Of Paving Stones; 5) Execution Of Conventions From Broken Aggregate; 6) Altitude Adjustment Of Cobblestones Within The Exit And Reach The Property To The Level Of Asphalt Pavement; 7) Execution Locally, At The Beginning And End Of The Section, Milling The Correction Roadway Of The Poviat Road To A Depth Of Up To 4 Cm; 8) Execution Along The Road On The Entire Section On The Right Side (On The Widening Of The Road In The Horizontal Arch On Both Sides), A Broken Aggregate With 0-31.5 Mm Gr. 30 Cm And Width 0.3-0.75 M; 9) Arranging On The Equalization Layer On Both Sides Of The Road The Anti -Cracked Mesh From The Beam Of The Galvanized Steel Cord On Polyethylene Geotextile With A Width Of 1.5 M From The Edge Of The Road (2.0 M Within The Horizontal Arch On The Right, Due To The Combination Of Road Widening With The Existing Road Construction); 10) Making An Asphalt Leveling Layer With Bet. Asphalt Ac16w Kr3 With Wed. Gr. 3.5 Cm According To The Equalization Table; 11) Execution On The Asphalt Road Binding Layer With Bet. Asphalt Ac16w Kr3 With A Group 4 Cm; 12) Execution Of The Asphalt Abrasive Layer From Bet. Ac11s Kr3 Asphalt 4 Cm And Width 5.5 M (Width 6.5 M Within The Horizontal Arch); 13) Reconstruction Of The Intersection With Public Road Dg No. 450407W At Km 8+616.00 (P. P); 14) Mechanical Cutting Of Existing Overstated Earth Roadside 1.0 M Wide; 15) Execution Along The Edge Of The Asphalt Roadside Roadside Improved With Broken Aggregate With A Width Of 1.0 M; 16) Opening On The Entire Episode Of Bilateral Ditches; 17) Execution Of Pehd Pipe Culverts 40 Cm Under The Downhill Rides Along With Strengthening Of The Inlets Of Pavements; 18) Execution Of 20 Pcs Of Curb Drainage Wells Along With Pvc Pipes F200 Drainage Of Rainwater To Existing Ditches; 19) Making Warning Belts For The Blind From Tiles With Tiles On Both Sides Of The Pedestrian Crossing At 8+070 Km; 20) Setting Within The Designed Pedestrian Crossing At Km 8+070 Street Hybrid Lamps (Vertical Lighting For Pedestrian Crossing