Tenders Are Invited For Reconstruction Of The Bridge Along The Municipal Road No. 179003N Makosieje-Pisanica

A Single-Span, Simply Supported Composite Bridge Is Designed. Bridge Width 8.02 M. Length Of The Slab 14.00 M. Length Of The Bridge With Wings 20.50 M. Horizontal Bridge Beam 12.70 M. Vertical Clearance 2.40 M. - The Load-Bearing Capacity Of The Designed Facility Will Correspond To Class Ii Of The Pn-En 1991-2:2007 Standard. - The Bridges Load-Bearing Structure - Span Made Of A Grid Of Steel Beams And Crossbars. Supporting Beams Made Of 500 I-Beams And Cross Members Made Of 300 C-Sections. - Reinforced Concrete Bridge Deck, 25.0÷30.0 Cm Thick, 8.02 M Wide And 14.0 M Long, Made Of C25/30 Concrete. The Road Surface Is Made Of Asphalt Concrete And The Sidewalks Are Made Of Resins. - Monolithic Reinforced Concrete Abutments Were Designed. The Abutments Will Have Reinforced Concrete Wings Parallel To The Road Axis. The Abutments Will Be Placed On Reinforced Concrete Piles. - In Order To Protect Pedestrian And Vehicle Traffic, Elastic Barriers Are Designed On The Facility And On The Access Roads. In Order To Protect Pedestrian Traffic On The Facility, The Barrier Turns Into A Barrier Handrail. - The Slope Cones Within The Bridge Will Be Strengthened By Topsoil And Sowing With Grass. - Surface Drainage Of The Bridge With Water Drainage To The Slopes Of The Road Body And To Existing Roadside Ditches And To The Adjacent Area. A Detailed Description Of The Subject Of The Order Includes The Construction Design, Bill Of Quantities And Technical Specification For The Execution And Acceptance Of Construction Works Constituting Annexes To This Specification Of Terms Of Contract (Hereinafter Swz). The Description Of The Subject Of The Order Is Indicated In Annex 8 To The Swz.