Tenders Are Invited For Carriageway Resurfacing Works - Rdw In Zamość: Renovation Of The Surface Of Voivodship Road No. 853, On The Episode Tourosy - Apiaries, From Km 40+530 To Km 44+050

Carriageway Resurfacing Works - Rdw In Zamość: Renovation Of The Surface Of Voivodship Road No. 853, On The Episode Tourosy - Apiaries, From Km 40+530 To Km 44+050. The Work Will Consist Of: Milling On Inclusion And In Places Selected To A Maximum Of 1.5 Cm Deep, Which Is To Partially Restore Transverse Profiles, Eliminate Deformations In The Transverse And Oblong Profile, Including; Local Thumbs Between The Traces Of Wheels And At The Edge Of The Road. The Restoration Of The Transverse And Longitudinal Road Profile Will Be Obtained Together With Its Planned Reinforcement In Low Down And In The Footsteps Of The Wheels By Building A Minimum Ratio Of 2.0Cm In The Road Axis (Average Gr. 4.0Cm). No Correction In The Existing Surface Profile Is Expected. It Is Not Allowed To Increase The Depth Of Milling In The Range That May Significantly Reduce The Thickness Of The Existing Structural Layers (Under Pain Of Reproducing Them At The Expense Of The Contractor) As They Will Strengthen The Existing Layers Of The Foundation. The Designed Scope Of Works Is Aimed At Restoring The Original Road Parameters, To Obtain: A) Road Width 6.10 M, Trail Cross -Section With Widening On Road Arches, B) Cross -Country Road Declines: 1.5 To 2% On Episode. Straight And Variable Up To 3.5% And 4.5% On Road Arches, C) Transverse Drops From 4% To 5%. 8, The Basic Material Scope Of Works, As Below: The Basic Material Scope Of The Works Below The Works Below: ● Corrective Milling Of Pavement (Locally - In The Indications Indicated) - 7 723.00M2 ● Disinteracting Curbs On Bus Bays - 106.00M ● Execution Takes And Benches Under The Curb - 12.72M3 ● Building The Curb 20*30 On Concrete Bench - 106.00M ● Alignment Of The Foundation With The Ac -16W Mixture - Min. Gr. 2.0Cm (Diameter 4.0Cm) - 2,197.70 Mg ● Positioning Of Anti -Curling Nets With A Tensile Strength Of A Minimum 100Kn - 21 977.00M2 ● Making A Binding Layer Min. Greek 5 Cm From The Ac16w Mineral And Bituminous Mixture - 22 577.70M2 ● Making The Abrasive Layer Min. Gr. 4 Cm From The Ac11s Min -Asphalt Mass (Small And Thick Basalt Or Granodiorit) - 22 225.70M2 ● Torching (Under The Hardening Of The Roadside With Aggregate) - 4 224.00M2 ● Hardening Sidewalks With A Deep Aggregate 15Cm - 4 224.00M2 ● Mechanical Profile Of Roadsides - 10,560.00M2 ● Cleansing - Understanding Of Ditches - 7 040.00M ● Disassembly And Setting Of New U-1A, U-1B, U7, U-8, U-3-68.00 Pcs. ● Horizontal Marking Of The Surface (Thick -Layer -Structural) - 1,483.40M2 The Basic Material Scope And The Number Of Works Was Specified In The Attached Preface Of The Works, Technical Project, Technical Specifications Of The Execution And Acceptance Of Construction Works. The Contractor Is Obliged To Ensure Safe Terms Of Road And Pedestrian Traffic In The Area Of ​​The Works Under The Contract On The Basis Of The Temporary Traffic Organization (For The Duration Of The Works) Approved By The Manager Traffic On Voivodship Roads. The Works Should Be Carried Out In Accordance With The Requirements Set Out In The Attached Technical Specifications Of Construction And Acceptance Of Construction Works, Technical Project

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