Tenders Are Invited For Preparation Of Design Documentation For The Task. Mon. Reconstruction Of Bridge No. ... in Poland

Work Detail

Ii. Description Of The Subject Of The Order: Preparation Of Design Documentation For The Task Titled: Reconstruction Of The Bridge No. Jni 31000346 In The Town Of Stawiszyn Together With The Reconstruction Of The Access Roads To The Facility On The District Road No. 1123W Stawiszyn - Chruściechów. 5.00M. The Bridge Structure Is Located Along The Above-Mentioned Route. Roads In Km 0+382. Data Of The Bridge Structure: Total Length Of The Structure - 12.50 M Total Width Of The Structure - 5.05 M Static Structure Of The Structure - Simply Supported/10.80 Number Of Spans In One Level - 1 Number Of Span Levels - 1 Number Of Spans - 1 Number Of Supports - 2 Load Standard Number - Sn. Instr. 1959 Kl Iiiload Capacity - 12Mg (11,772 [Kn])Type Of Girder Structure - Steel, Stone And Concrete Abutmentsmaterial Of Girder Structure - Steeltype Of Road Surface - Construction Wood + Bituminous Massdrainage - Surface Without Inletsprotection Of Road Users - Steel Barriers2. Assumptions For Design2.1. Design Data: The Required Load-Bearing Capacity Of The Reconstructed Bridges On County Roads Is At Least Class Ii Of The Moving Load According To The Lm1 Model (Eurocode). As Part Of The Reconstruction Of The Bridge Structure No. Jni 31000346, The Ordering Party (If Possible) Requires The Use Of A Solution Consisting In Dismantling The Bridge Structure And Constructing A Large-Diameter Culvert In The Same Location (Engineering Structure Of Corrugated Pipes Or Prefabricated Concrete Elements). Geometric And Structural Corrections Of The Road Section On The Facility And The Access Roads To The Facility Should Also Be Designed To The Necessary Extent. The Required Minimum Road Width On The Facility Is 6.00 M. The Drainage Of The Facility Should Be Designed Within The Road Area. A New Design For Permanent Traffic Organization Should Be Developed For The Entire Structure.2.1.2 Drainage Of The Facility:1. In Connection With Existing Green Areas, Drainage Should Be Planned Using Them. - If It Is Not Possible To Drain Water In The Above-Mentioned Manner, Other Technical Solutions Should Be Proposed.2.2 The Documentation Should Be Prepared In Accordance With Applicable Regulations And Principles Of Technical Knowledge.2.3 The Design Documentation Should Be Prepared In A Complete State From The Point Of View Of The Purpose It Is To Serve.2.4 The Design Documentation Will Be The Basis For The Implementation Of Construction Works.2.5 The Design Documentation, Bill Of Quantities And Technical Specification For The Execution And Acceptance Of Works Should Be Prepared In Accordance With The Principles Set Out In The Ministers Regulation Infrastructure Development And Technology Of December 20, 2021 On The Detailed Scope And Form Of Design Documentation, Technical Specifications For The Execution And Acceptance Of Construction Works And The Functional And Utility Program. The Bill Of Quantities Should Take Into Account The Maximum Possible Consolidation Of Individual Construction Wor

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