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THIS PROJECT REQUIRES USING THE ELECTRONIC CERTIFIED PAYROLL PROGRAM. SEE ATTACHMENT TO NOTICE TO CONTRACTORS.
THIS IS A P+T (PRICE + TIME) PROJECT.
THE DEPARTMENT WILL NOT HOLD RETENTION ON THIS PROJECT. PER UTAH STATE CODE § 13-8-5 (1) PRIME CONTRACTORS CANNOT HOLD RETENTION. REFER TO UTAH CODE § 13-8-5 (1) FOR MORE INFORMATION.
The project involves constructing a pedestrian overpass bridge, including a prefabricated steel truss bridge, building structural work, architectural items, roadway work (including traffic control, demolition, excavation, paving, sidewalk, curb and gutter, fencing, and conduit), structural work (including driven piles, reinforcing steel, structural concrete, standing seam roofing, and compression joint seals), landscaping (including irrigation, erosion control, topsoil, seeding, and planting), lighting, and mechanical, plumbing, HVAC, and snow melt systems. The contract time range is 360 to 525 calendar days.
"Feature"{"type":"LineString","coordinates":[[-111.965053307806,41.0571725537505],[-111.965064036646,41.0571725537504],[-111.965064036646,41.057164463622],[-111.965096223157,41.0571482833628],[-111.965106951988,41.0571321030989],[-111.965117680828,41.057132103099],[-111.965128409659,41.0571159228319],[-111.96514986733,41.0571078326965],[-111.96514986733,41.0570997425607],[-111.96516059617,41.0570997425607],[-111.96516059617,41.0570916524233],[-111.965171325001,41.0570916524233],[-111.965171325001,41.0570835622849],[-111.965203511512,41.0570754721462],[-111.965203511512,41.0570673820059],[-111.965214240352,41.0570673820059],[-111.965214240352,41.0570592918644],[-111.965224969183,41.0570592918644],[-111.965235698022,41.0570431115794],[-111.965257155693,41.0570350214351],[-111.965267884533,41.057018841144],[-111.965278613364,41.0570188411441],[-111.965278613364,41.0570107509966],[-111.965321528706,41.0569945706997],[-111.965332257546,41.0569783903987],[-111.965353715217,41.0569703002463]]}{"sponsor_name":"WFRC DAVIS PROJECT"}"August 24, 2026"["The “Bidding Schedule” has been revised: Item No. 77, 0221700* \"contract Time\" minimum days has been changed from 180 Cal d to 360 Cal d and the maximum days has been changed from 240 Cal d to 525 Cal d.","Display: Plan Sheet DT-01 has been revised.","Display: Plan Sheets A101 to A104 have been revised.","Special Provision 00221S – Bidding Contract Time has been revised.","Special Provision 00555S – Prosecution and Progress has been revised.","Special Provision 01601S – Union Pacific Railroad (UPRR) Coordination has been revised.","Special Provision 04410S – Architectural Appendix A 142400 Hydraulic Elevators has been revised.","For flagging rate cost, an average of $1,500 per day was assumed because the rate varies; the contractor is responsible for verifying costs with UP and determining the appropriate number of days the flaggers will be required based on UP requirements.","The UTA Layton Station Operator Restroom project is anticipated to begin in approximately six weeks, with the start date and subsequent dates shifted six weeks out from now.","The elevator design is based on a Class C-1 hydraulic freight elevator by Thyssenkrupp and is intended to match the elevator used at 300 North and 500 West in Salt Lake City. The specified elevator has a reduced capacity to reduce project cost. Contractors are not required to use Thyssenkrupp, but the proposed elevator must satisfy the requirements shown in the plans and specifications."]"F-R199(350) / 20317""1""Kay's Creek Trail Overpass @ Layton FrontRunner"["anticipated schedule","agenda and sign-in sheet from the pre-bid meeting","geotechnical report","20317_Kays Creek Ped Bridge_Ad01.kmz"]"August 31, 2026"["The Bid Opening has been revised. The Bid Opening date has been changed from September 3, 2026, to September 22, 2026.","Another Addendum will be forth coming."]"F-R199(350) / 20317""3""Kay's Creek Trail Overpass @ Layton FrontRunner""September 9, 2026"["The Bid Opening date has been changed from September 22, 2026 to October 6th, 2026.","Structural steel roof supports must be painted to match the MCBI Rustic Red called out on the elevation sheets.","A 100 psf Live Load with LRFD load factors as defined by IBC is required for the bridge design.","The plans will be revised to show metal stay-in-place forms being used with insulation to support the snowmelt system.","The contractor is prohibited from working within the Kays Creek waterway.","The required concrete finish for walking surfaces, including the truss floor and landings, is a medium broom for traction.","The piping size for the snowmelt supply and return in the structural drawings will be corrected to 3” as shown on the MEP drawings.","The MEP schedule will be updated to reflect the correct capacity of 16.9 gallons for GFS-1 (Axiom DMF300).","The 2-inch pump sizing for P-1 is correct, and drawings will be updated to show the 3\" line reducing to 2\" at the pump and sizing back up to 3\" after.","The expansion tank must be located downstream of the pressure reducing valve; the detail on Sheet 14 will be revised for clarity.","The snowmelt system will utilize Uponor controls with hockeypuck style sensors installed in the lower area of the stairs.","The boiler size is based on 120 BTU/h*sq ft sizing; Uponor will provide design options to confirm the final boiler size.","Manifold box details for wall and floor installations based on Uponor standards will be added to the plans.","Mechanical couplers (Type II with a 2’-0” stagger) or lap splices are permitted in the CMU walls. Exposed exterior faces must be refaced.","High lift procedures are not permitted for #7 bars in MW-1 and MW-2 walls due to the presence of reinforced bond beams.","Interior walls of the elevator equipment room and electrical rooms do not need to be refaced at the clean-outs.","The UTA storm drain line is being replaced and does not require vibration monitoring.","UDOT has contracted Gerhart Cole to provide PDA testing and CAPWAP analysis.","Normal system makeup is confirmed to be provided exclusively by the DMF300 using premixed 40% propylene glycol.","Boiler sizing and loop configuration will be evaluated based on Uponor’s design analysis, assessing edge-loss for each portion of the bridge rather than applying a uniform 15% to 20% factor.","Underpass plaza poles must match Layton City standard detail STLT-05 and will be owned and maintained by the City."]"F-R199(350) / 20317""4""Kay's Creek Trail Overpass @ Layton FrontRunner""September 23, 2026"["The Bidding Schedule has been revised:","Item No. 38, 026337040 '4 Foot Standard Manhole 3 ft to 5 ft Deep - CB 11' quantity of 2 Each has been added. All subsequent items have been renumbered.","Item No. 68, 029117010 'HECP Type 1 (Plan Quantity)' quantity has been changed from 390 sq yd to 2,484 sq yd.","Item No. 69, 029127000 'Strip and Stockpile Salvaged Topsoil (Plan Quantity)' quantity has been changed from 390 sq yd to 2,484 sq yd.","Item No. 70, 029127010 'Spread Salvaged Topsoil (Plan Quantity)' quantity has been changed from 390 sq yd to 2,484 sq yd.","Item No. 72, 29227030 'Broadcast Seed (Plan Quantity)' quantity has been changed from 390 sq yd to 2,484 sq yd.","The Measurement and Payment has been revised:","Item No. 38, 026337040 '4 Foot Standard Manhole 3 ft to 5 ft Deep - CB 11' quantity Each has been added. All subsequent items have been renumbered.","Plan Sheets SM-01, SM-03, SM-04, and RMV-02 have been revised.","Structural bridge drawings 2, 5, 25, 26 have been revised.","Building drawings 2, 18, 19, 26, 27, 28, 29, 53, 54, 55 have been revised.","MEP drawings 7, 8, 9, 13, 14, 15, 16, 17, 18, 19, 33, 40, 42, 45 have been revised.","Special Provision (05125M - Prefabricated Steel Truss Bridge) has been revised."]"F-R199(350) / 20317""5""Kay's Creek Trail Overpass @ Layton FrontRunner"{"Unit":"Lump","Line No":"63","ItemName":"Prefabricated Steel Truss Bridge","Quantity":"1.00","ItemNumber":"05125701*"}{"Unit":"Lump","Line No":"75","ItemName":"Building Structural (All Items in BU Plans)","Quantity":"1.00","ItemNumber":"01722700*"}{"Unit":"Lump","Line No":"77","ItemName":"Architectural Items (All Items in Architectural Plans)","Quantity":"1.00","ItemNumber":"04410701*"}Read from this solicitation’s own documents — each row shows the exact quote it was matched to. 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Source: Utah Department of Transportation (solicitation 20317), retrieved via a public procurement portal. View the official posting, and always confirm requirements and deadlines with the issuing agency.