Tenders Are Invited For Reconstruction Of Municipal Road No. 111866L - Poniatowskiego Street From Km 0+000 To Km 0+902 In Tomaszów Lubelski

The Subject Of The Order Is The Execution Of Construction Works Consisting In The Reconstruction Of The Bituminous Road Surface Along With The Reconstruction Of Locally Existing Sidewalks, Utility Exits, Construction Of New Utility Exits, Reconstruction Of Intersections With Existing Streets, Strengthening The Roadside With Aggregate With C 3/4 Cement And Construction Of Pedestrian Crossings, Renovation Of Sewage Wells, Consisting In Replacing Spacer Rings Or Manhole Chimneys Made Of Bricks, Prefabricated Spacer Rings, Cast Iron Manholes. The Works In Question Were Located On Książe Józefa Poniatowskiego Street From Km 0+000.00 To Km 0+902.00. Road Technical Class D. Design Speed - 40 Km/H. Traffic Load Category Kr-1. Substrate Load Capacity - G-2.4.2. The Material Scope Of The Order Includes Construction Works: Task 1 - Reconstruction Of Municipal Road No. 111866L - Poniatowskiego Street From Km 0+000 To Km 0+902 In Tomaszów Lubelski, Financed By The City Of Tomaszów Lubelski Under The Government Road Development Fund And The City Budget: The Existing Surface Of Poniatowskiego Street Is Limited On Both Sides By A Lightweight Concrete Curb With Dimensions Of 100 X 30 X 15 Cm. The Above Curb Is Scheduled To Be Replaced With A New One Due To Its Deterioration. Old Curbs Should Be Stored And Handed Over In Accordance With The Instructions Of The Director Of The Municipal Road Administration In Tomaszów Lubelski. The Bitumen Surface Was Designed On The Section From Km 0+000.00 To Km 0+135.00 With A Single-Layer Ac 11S Layer With A Layer Thickness Of 60.0 Cm. From Km 0+135.00 To Km 0+902.00, The Surface Is Planned As Two-Layer: Lower Layer Made Of Ac 16W Mass, Layer Thickness 6.00 Cm. Upper Layer Made Of Ac 11S Mass, Layer Thickness 4.00 Cm. The Existing Sidewalk Is Made Of Paving Stones And Is In Good Technical Condition. The Existing Sidewalk At The Intersection Of Streets And Planned Pedestrian Crossings Requires Height Adjustment By Re-Paving. The Surface At Street Intersections Is Planned For Reconstruction In Connection With The Inclusion Of Poniatowskiego Street And Adapting To The Grade Line. The Existing Exits Paved With Paving Stones On The Left Side Require Partial Reconstruction To Adapt To The Surface Elevations. The Existing Exits, Paved On The Right Side, Require Complete Reconstruction To Adapt To The Surface Grades. There Are Dirt-Surfaced Exits On The Right Side. The Above-Mentioned Dirt Exits Are Planned To Be Hardened With Paving Stones. The Sidewalks Within The Pedestrian Crossings Are Planned To Be Reconstructed In Order To Adjust The Elevations Of The Planned Surface. Within Street Intersections, The Height Of Sidewalks Is Planned To Be Adjusted To The Elevations Of The Planned Surface. On The Entire Section On The Right Side, The Roadside Is Planned To Be Hardened With A Width Of 0.75 M And A Thickness Of 0.15 M With C 3/4 Cement Aggregate. There Is A Sanitary Sewage System On The Entire Section Of Poniatowskiego Street. As Par