1. The Subject Of The Contract Is The Execution Of Construction And Road And Road Works Related To The Reconstruction Of The Municipal Road Section Ul. Leboszowska In Tracks Regarding The Demolition Of The Bridge And The Construction Of The Culvert As Part Of The Investment Task Entitled: Reconstruction Of Ul. Leboszowska With A Culvert. The Order Of The Contract Includes In Particular: • Demolition Of The Existing Bridge:- Demolition Of The Road Surface And Foundation,- Protection Of Nearby Technical Infrastructure,- Demolition Of Balustrades,- Wooden Demolition,- Wooden Demolition,- Wooden Demolition Bridge And Steel Supporting Structure,- Demolition Of Brick-Concrete Supports • Crafts Construction:- Making Reinforced Concrete Foundations For The Front Walls Of The Culvert,- Preparation Of The Aggregate Foundation For The Pipe,- Arrangement Of The Culvert Pipe From Corrugated Sheets,- Making Reinforced Concrete Front Walls,- Arrangement Of Insulation On Concrete Surfaces In Contact With The Ground,- Laying The Surface Of The Insulation On The Upper Surface Of The Walls,- Hydrophobization Of Other Concrete Surfaces,- Perform A New Backfill (Arrangement And Density),- Assembly Of Balustrades,- Laying The Curbs On The Bench With Resistance,- Execution Of The Undercoat And Layers Of Road Surface,- Strengthening The Watercourse 5M Above And 9M Below The Object,- Assembly Of Height Signs (Repers) Pcs On Each Frontal Wall. • Execution Of Elements Of The Target Traffic Organization, • Execution Of A Temporary Traffic Organization For The Time Of Conducting Works Together With The Reconciliation Of Its Introduction With The Relevant Bodies, • Reporting The Completion Of Works At The Poviat Inspectorate Of Building Supervision In Gliwice1.1 Description Of The State Of Existing State St. Leboszowska Is Located, Intended For The Demolition Of A Bridge By The Sośnicowicki Cieknicowicki. It Is A Single-Span, Steel System, With A Wooden Bridge, With A Span In The Light Of Supports About 2.5-2.65M. Steel Balustrades Are Mounted Along The Outer Edges Of The Platform. Rainwater From Some Is Discharged In An Unorganized Way To The Watercourse. The Roadway Along Ul. Leboszowska Has A Bituminous Surface, Its Width Does Not Exceed 5.0M. Sidewalks Do Not Occur. On The Bridge, The Horizontal Edge Has A Width Of 5M (In The Light Between Balustrades). The Range Of Road Reconstruction Covers A Fragment Of A 30M Long Road (Road On The Bridge And Access). The Liquor Flows In A Dna Width Trough From 1.5 To 3.0M, With Slopes Inclined In The Range From 1: 1.0 To 1: 2.2. In The Area Covered By The Investment And Nearby There Is The Following Utilities:- Overhead Power And Telecommunications Cables (Along The Street Of North P. Upper Water),-Street Lighting Pole (Near The Bridge, From Northwestern P. The Route In The Plan Will Not Be Changed. Only The Local Narrowing That Occurs In The Area Of The Existing Bridge Will Be Removed. The Axis Of The Road On This Section Will Be Con
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