The Order Includes The Demolition Of The Existing And Construction Of The New Bridge No. Applicable Norms. The Facility Has Been Designed For Moving Load According To The Lm1 Model For Class Ii Load Loads According To Pn-En 1991-2: 2007 Eurocode 1: Impact On Constructions, Part 2: Moving Loads Of Bridges. The New Object Will Be A Single-Span Bridge Of A Reinforced Concrete Structure. The Length Of The Designed Bridge Will Be 25.20M And The Width Is 10.10M. A 6.0M Wide Road Will Be Made On The Bridge, A 2.0M Wide Pavement And A 0.5M Width Safety Band. On The Edges Of The Object, Polymer Concrete Barrier-Goals And Cornices Will Be Made, Which Will Be Provided After 0.7M. The Following Works Will Be Carried Out As Part Of The Bridge Construction:- Carrying Out The Load-Bearing System With 11 Pcs. Prefabricated String Beams- Execution Of The Foundation Of The Object In The Form Of A Reinforced Concrete Bench Made In A Housing Made Of Steel Strongholds- Making Full-Walled Reinforced Concrete Abutments- Execution Of Transition Panels Behind The Abutment- Making Reinforced Concrete Panels At The Length Of The Platform Plate And Wings. From Steel Grodzice- Construction Of The Riverbed And Strengthening It With A Stone Bedspread- Construction Of The Road Surface Structure On The Bridge- Assembly Of Barrieroporecia And Road Barrier On The Facility And Access- Reconstruction Of Existing Asphalt Access To The Bridge Scope Of The Subject Of The Contract Is Included In The Pre-Work Of Works And In The Detailed Technical Specifications Of The Performance And Acceptance Of Works. In The Event That In The Description Of The Subject Of The Contract, Any Material, Device Or Product Is Specified By Providing The Manufacturers Name Or In Another Similar Way That Could Hinder Fair Competition, It Is Allowed For These Materials, Devices Or Products The Possibility Of Using Equivalent Solutions, I.E. While Maintaining Not Worse Parameters Than Provided For In The Technical Documentation. Each Time The Replacement Solution Requires Agreement With The Supervision Inspector. Such Changes Do Not Constitute Amendments To The Contract. All Trademarks, Patents Or Origin Used In This Swz Should Be Interpreted As Definitions Of Standards, And Not As The Names Of Specific Solutions Applicable In Technical Documentation And Should Be Read With The Note Or Equivalent.
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Powiatowy Zarząd Dróg W Garwolinie,Garwolin,08-400,Mazowieckie,Pl912 - Warszawski Wschodni
Email
kbaran@pzdgarwolin.pl
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