Tenders Are Invited For Renovation Of The Bridge Towards Property No. 40, 41 In Radoniów, Commune Lubomierz [Flood - September 2024]

1. The Subject Of The Order Is The Renovation Of A Fragment Of The Road And Renovation Of The Bridge. The Existing Bridge Facility, Which Is A Reinforced Concrete Culch, Founded Over One Of The Tributaries Of Młyńska Struga, Is Located Along The Internal Road Located On Road Plots No. 199 And 201 Dr. Obręb 0011 In Radoniów. The Facility And Access Road To Property No. 40 And 41 Were Damaged During The Flood In September 2024. The Road Has Improved Ground Surfaces From Mechanically Stabilized Aggregate And Runs From The Former National Road No. 30 To Property No. 40 And 41 In Radoniów. As Part Of The Sentence, It Is Expected To Restore The Functionality Of The Object By Repairing Damage, Dna Strengthening And Assembly Of Balustrades. The Facility Maintains Stability, Which Means That There Is No Need To Demolish It And Replace The Structure. It Is Assumed To Repair The Existing Culvert Structure With Pcc Mortars And To Protect The Foundations Of The Coastal Walls And Abutments By Making Frost And Strengthening The Dna Of The Watercourse With Stone On Concrete, Limited Reinforced Concrete Gurts From The Upper And Lower Water. The Culvert Should Be Equipped With Two U-11A Balustrades With A Length Of About 3 M Each. During The Works, Earthworks Should Be Carried Out To Prevent The Pouring Of The Excavation Under The Foundation Of The Abutment. In Addition To The Bridge Works, The Road Surface Is Renovated So As To Sit Down The Route To The Existing Road Lane Width And Highly To The Existing Grade And The Adjacent Area. The Road Route Runs Within The Road Lane, Horizontal Arches Have Rays From 18 To 50 Meters. The Width Of The Road Is 2.80 M While Maintaining A One -Sided Transverse Decline, While Paved Roadside About 30 Cm Wide Will Have Drops Of Up To 5%. The Designed Surface Of The Road, Conventions And Asphalt Concrete Will Occur Due To Durability, Low Construction And Maintenance Costs. On Two Episodes, It Is Planned To Make A Sewage From The 8/11 Stone Cube With A Width Of About 40 Cm On A Concrete Bench From Which The Water Will Be Discharged Into The Ditch. It Is Planned To Clean And Profile Ditches And Remove Samosieki. In Addition To Top -Up Works, It Is Planned To Supplement The Ground Roadside And Supplement The Vertical Marking At The Connection With The Primary Road. 2. Parameters Of The Designed Road And Bridge: The Traffic Category Was Adopted. The Service Of The Road Section- 93.80 M; Road Width- From 2.80 M; Road Area, Conventions And Reach - 272.80 M2 + 79.00 M2 + 4.20 M2 = 356.00 M2; Longitudinal Drops - Up To 4 %; Transverse Drops - Up To 2 %; Surface - Asphalt Concrete. Construction Of The Object - Reinforced Concrete Plate - Rectangular; Vertical Light - 1.40 M; Horizontal Light -1.60M; Flight Length -5.7M; Slant Angle - About 70O; Surface - Asphaltobetone; Balustrades - 2 X 3.06 Mszczegi -Dived Description Of The Scope Of Work And Technology Of Works, As Well As The Scope Were Specified In The Design Documentation Constituting