Tenders Are Invited For Road-Repair Works-Rdw In Hrubieszów. Renovation Of Voivodship Road No. 816 Terespol - Kodeń - Sławatycze - Włodawa - Dorohusk - Horodło - Zosin In Dubienek From Km 130+945 To Km 132+000, From Km 132+740 To Km 134+055 And From Km 134+670 - 135+300 With A Total Length Of 3,000 Km

Road-Repair Works-Rdw In Hrubieszów. Renovation Of Voivodship Road No. 816 Terespol - Kodeń - Sławatycze - Włodawa - Dorohusk - Horodło - Zosin In Dubienek From Km 130+945 To Km 132+000, From Km 132+740 To Km 134+055 And From Km 134+670 - 135+300 With A Total Length Of 3,000 Km. 1. The Subject Of The Order Are Construction Works Involving: Rdw In Hrubieszów. Renovation Of Voivodship Road No. 816 Terespol - Kodeń - Sławatycze - Włodawa - Dorohusk - Horodło - Zosin In Dubienka From Km 130+945 To Km 132+000, From Km 132+740 To Km 134+055 And From Km 134+670 - 135+300 With A Total Length Of 3,000 Km. Including: Item Number. Specification J.M. Quantity 1 Preparatory Robots 1.1 Measurement Works From Km 130+945 To Km 132+000, From Km 132+740 To Km 134+055 And From Km 134+670 To Km 135+300 Km 3,000 1.2 Mechanical Unveiling Of The Road Edge At A Width Of 1.0 M On Both Sides (Except For Downhill, Road Inlets And A Section Of Street Cross -Section) M2 4 758.00 Earthworks 2.1 Renovation Of Ditches From The Sore. Gr. 30 Cm With Profiling Of The Slopes And Dna Of The Ditch (Material For Development By The Contractor) M 200.00 3 Surface 3.1 Making The Equalization - Binding Layer From The Ac16w 35/50 Kr 3-4 Asphalt Mixture. Min. 5 Cm With Corrective Milling To Diamond Gr. 2.5 Cm With Mechanical Cleansing And Condensation Of The Surface Asphalt Emulsion. Quick -Dowel Asphalt Emulsion Before Laying The Abrasive Layer T 2 185.00 3.2 Making The Abrasive Layer From The Mineral And Asphalt Mixture Ac11s 50/70 Kr 3-4 Gr. Min. 4 Cm With Mechanical Cleansing And Sprinkling Of The Surface Asphalt Emulsion. Quick -Dowel Asphalt Prior To Laying The Abrasive Layer M2 17 258.00 3.3 Making The Abrasive Layer Gr. Min. 4 Cm From The Ac11s 50/70 Kr 3-4 Mineral And Asphalt Mixture With Milling, Mechanical Cleaning And Condensation Of The Surface Asphalt Emulsion. Cationic Rapid -Colored Before Laying The Abdominal Layer - Connection Of A New Surface With The Existing Surface Of M2 216.00 3.4. Making The Abrasive Layer. Min. 4 Cm From The Ac11s 50/70 Kr 3-4 Mineral And Asphalt Mixture With Milling, Mechanical Cleaning And Condensation Of The Surface Asphalt Emulsion. Quick -Dowel. Bituminous After Replacing The Curb With A Mineral And Asphalt Mixture Ac11s 50/70 Kr 3-4 - Curb By The Island On The Left Side Of The Parking Lot T 6.00 4 Conventions/Pavement/Reaching Pedestrian Crossings/Parking/Island 4.1 Gear Ratio (Height Adjustment) Of The Pavement Of Concrete Cobblestones Gr. 6-8 Cm At Conventions And Access To Pedestrian Crossings (Including A Part Of The Pavement) With The Edges And With Complement The Cement-Sand Bed And Filling Of The Joints With Sand M2 242.00 4.2 Gear Ratio (Height Adjustment) Of The Pavement From Concrete Cobblestones 6 Cm On Pavements With Edges At The Inlets Of Roads Subordinated With Supplementation Of Cement-Sand Bedding And Filling Of The Joints With Sand M2 52.00 4.3 Gear Ratio (Height Adjustment) Of The Pavement Surface Of The Pavements Made Of Concrete Cobblestones Gr. 6 Cm (Behaton Type) With Edge With Complement To Cement -Sand Bedding And Filling Of The Joints With Sand - Chodn

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