Tenders Are Invited For Asphalt Overlays As Part Of Road Surface Repairs In Środa Śląska: Ul. Kilińskiego Plot No. 25, Ul. Kolejowa Plot No. 27, Ul. Railway - Bicycle Path Plot No. 10.22.

Renovation Of The Surface Of The Municipal Road At Ul. Kilińskiego Renovation Of The Road Surface Will Consist In Milling 4 Cm Of The Existing Degraded Bituminous Surface, Sprinkling With Cationic Fast-Degrading Asphalt Emulsion And Laying A New Asphalt Overlay With A Thickness Of 4 Cm Of The Ac11s Wearing Course On The Existing Trace Of The Old Surface Without Changing The Width Of The Road. At The Connection With The Existing Bituminous Roads, The Roadway Will Be Cut And The Height Adjusted To Their Gradeline. The Existing Sewage And Water Supply Wells Will Be Adjusted To The New Road Gradeline. Other Elements Of Technical Infrastructure, I.E.; Yarrows, Edges, Sidewalks Will Not Be Rebuilt As Part Of This Project. Thick-Layer Road Markings Will Be Made - Pedestrian Crossings, Speed Bumps. - Surface Covered With A Damaged Bituminous Surface, 4.90 - 7.50 M Wide, 336.0 M Long, With An Area Of ​​1,954.00 M2 - Renovation Works - Milling Of The Bituminous Surface With Removal And Disposal Of The Reclaimed Material With A Thickness Of 4 Cm - 1,954.00 M2 - Vertical Regulation Of Manholes For Sewer Manholes 27 Pieces, - Vertical Regulation Of Chambers For Water And Gas Valves 41 Pieces, - Vertical Regulation Of Chambers For Drain Grates 12 Pieces - Sprinkling The Road Surface With Asphalt With An Area Of ​​1,954 .00 M2, - Roadway Ac11s Asphalt Wearing Course - Thickness After Compaction 4 Cm 1,954.00 M2, 336.0 M Long - Thick-Layer Road Markings - Pedestrian Crossings, Speed Bumps 1-Set Renovation Of The Surface Of The Municipal Road At Ul. Kolejowa Renovation Of The Road Surface Will Consist In Milling 4 Cm Of The Existing Degraded Bituminous Surface, Sprinkling With Cationic Fast-Degrading Asphalt Emulsion And Laying A New Asphalt Overlay With A Thickness Of 4 Cm Of The Ac11s Wearing Course On The Existing Trace Of The Old Surface Without Changing The Width Of The Road. At The Connection With The Existing Bituminous Roads, The Roadway Will Be Cut And The Height Adjusted To Their Gradeline. The Existing Sewage And Water Supply Wells Will Be Adjusted To The New Road Gradeline. Other Elements Of Technical Infrastructure, I.E.; Yarrows, Edges, Sidewalks Will Not Be Rebuilt As Part Of This Project. Thick-Layer Road Markings Will Be Made - Pedestrian Crossings, Speed Bumps. - Surface Covered With A Damaged Bituminous Surface, 4.90 - 7.50 M Wide, 386.0 M Long, With An Area Of ​​2,415.00 M2 - Renovation Works - Milling Of The Bituminous Surface With Removal And Disposal Of The Reclaimed Material With A Thickness Of 4 Cm - 2,415.00 M2 - Vertical Regulation Of Chambers For Manholes 15 Pieces, - Vertical Regulation Of Chambers For Water And Gas Valves 26 Pieces, - Vertical Regulation Of Chambers For Drain Grates 11 Pieces - Sprinkling The Road Surface With Asphalt With An Area Of ​​2,415 .00 M2, - Roadway Ac11s Asphalt Wearing Course - Thickness After Compaction 4 Cm 2,415.00 M2, 386.0 M Long - Thick-Layer Road Markings - Pedestrian Crossings, Speed Bumps 1-Set Renovation Of The Bicycle Path Surface At Ul. Kolejowa Renovation Of The Paths Surface Will Consist In Milling 4 Cm Of The Existing Degraded Bituminous Surface, Sprinkling With Cationic Fast-Degrading Asphalt Emulsion And Leveling The Existing Foundation With A Mineral - Asphalt Mixture With An Average Thickness Of 5 Cm, I.E.; From 0 To 10 Cm On The Width Of The Path Of 2.5 M And The Execution Of A New Asphalt Overlay With A Thickness Of 4 Cm Of The Ac11s Wearing Course Over The Entire Width Of The Path. At The Connection With The Existing Bituminous Roads, The Roadway Will Be Cut And The Height Adjusted To Their Gradeline. The Soil Shoulders Will Be Reinforced With Broken Aggregate 8 Cm Thick Along The Entire Length. - Surface Covered With A Damaged Bituminous Surface, 2.50 - 2.60 M Wide, 1,248.0 M Long, With An Area Of ​​3,120.00 M2 - Renovation Works - Milling Of The Bituminous Surface With Removal And Disposal Of Reclaimed Material With A Thickness Of 4 Cm - 3,120.00 M2 - Double Sprinkling Road Surface With Asphalt With An Area Of ​​3,120.00 M2, - Roadway With Asphalt Wearing Course Ac11s - Thickness After Compaction 4 Cm 3,120.00 M2 With A Length Of 1,248.0 M - Leveling The Existing Foundation With A Mineral-Asphalt Mixture With Mechanical Incorporation, Average Thickness 5 Cm, I.E. From 0 To 10 Cm On The Path Width Of 2.5 Mb - Mechanical Shearing Of Shoulders With A Thickness Of 12 Cm 625 M2 - Foundation Made Of Crushed Stone - Upper Layer With A Thickness Of 8 Cm After Compaction 625 M2 - Road Markings: 1. Cats Eyes 215 Pcs. 2. Thick-Layer Horizontal Painting - Mottled Thick-Layer Line Separating The Road From The Path + Pictograms - 1 Set