Replacement Of Bosc Bridge Municipality Of Norfolk Trehernerequest For Quotations July 26Th 2021For Bosc Bridge Replacement Projectfabrication And Delivery Of All Steel Bridge Structuresite Location Nbsp Nbsp Nbsp Bosc Bridge Boyne River Ne5 8 8Wutm Coordinates Nbsp Nbsp Nbsp 535670E 5498265N Zone 14 Closing Date August 4Th 2021 At 1 00 P M Central Time Introduction1 Nbsp Nbsp Nbsp The Existing Bosc Bridge Is 12 5 Metres Long Comprising 2 Timber Spans The Crossing Has Reached The End Of Its Service Life Is Closed And Requires Replacement 2 Nbsp Nbsp Nbsp Wolfrom Engineering Ltd Has Undertaken Preliminary Engineering And Has Determined That Soil Conditions For A Deep Foundation At This Site Are Poor And Will Preclude The Use Of A Precast Concrete Structure Due To Its Excessive Self Weight Wolfrom Recommends An 18 M Clear Span All Steel Superstructure To Be Founded On Shallow 25 Ft Sheet Pile Wall Abutments 3 Nbsp Nbsp Nbsp The Municipality Of Norfolk Treherne Is Inviting Quotations From Fabricators For One All Steel Bridge Including Delivery To The Site And Based On The Required Scope Of Work Presented Below Scope Of Work4 Nbsp Nbsp Nbsp Scope Of Work To Include But Not Limited To Nbsp Nbsp Nbsp Design Fabricate And Deliver All Prepaid Steel Bridge Components For An 18 M X 7 3 M Wide Superstructure Fob Bridge Site Mb Nbsp Nbsp Nbsp Fabrication Specifications Are To Can Csa S6 14 For A Cl 625 Live Load And To Chbdc S6 14 12 4 3 2 5 Specific To Test Level For Barriers On Low Volume Roads Nbsp Nbsp Nbsp Provide Fabrication Design Vertical Loads For Abutment Cap Serviceability And Limit State Dl Amp Ll Amp Total Load Including Allowance For 100 Mm Thick Gravel Wear Surface Nbsp Nbsp Nbsp Deck To Have Appropriate Gravel Wear Surface Containment Curb Nbsp Nbsp Nbsp Supply Of Appropriate Waterproofing Membrane For Graveled Deck Surface Nbsp Nbsp Nbsp Supply Of Appropriate Rubber Bearing Strips Or Pads Per Fabrication Engineers Design Nbsp Nbsp Nbsp Supply Of Appropriate Treated Timber Bulkhead Planks Nbsp Nbsp Nbsp Structure To Be Delivered With W Beam Or Tri Beam Guide Rails Attached Nbsp Nbsp Nbsp Guide Rail Post Height To Be Minimized To Facilitate Agricultural Use Based On Above Noted Test Level For Barriers On Low Volume Roads Nbsp Nbsp Nbsp Guide Rail Post To Be Hss Or Wide Flange Appropriately Rust Inhibited Nbsp Nbsp Nbsp Prepare Shop Drawings For All Materials Supplied Nbsp Nbsp Nbsp Supply Of Structural Bolts Or Estimate Length Of Required Structural Weldments Nbsp Nbsp Nbsp Supply In House Qc Documentationinquiries5 Nbsp Nbsp Nbsp Any Enquiries Concerning This Rfq Should Be Directed To Denis Andrews Project Manager 204 475 6210 Or Dandrews Mts Net Submission Of Proposals6 Nbsp Nbsp Nbsp Proposals Should Be In Pdf Format Only Submit By Closing Date And Time To Jackie Clayton Cao Municipality Of Norfolk Treherne Cao Treherne Ca With Pdf Copy To Dandrews Mts Netcontent Of Proposals7 Nbsp Nbsp Nbsp Proposals Shall Address The Items Set Out In Scope Of Work As An All In Quotation Price And Include Details Of All Proponent S Conditions And Exclusion As Time Is Of The Essence Final Construction Drawings And Construction Tenders Cannot Proceed To Completed Without Bridge Loadings Therefore An Estimate In Weeks Required To Provide Fabrication Engineering Is Required For Proposal Evaluation Evaluation Process8 Nbsp Nbsp Nbsp All Proposals Received Will Be Reviewed By The Municipal Council And The Project Manager Nbsp The Award Of A Request For Quotation Will Typically Go To The Lowest Bid Received Unless Disqualified If Questions Arise As To The Proposal Content The Project Manager Will Contact The Proponent For Clarification Before Any Disqualification Nbsp
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