This Combined Synopsis/Solicitation opportunity from Department Of The Interior was posted on July 16, 2025. The submission period has ended. Browse the details below for market research, or find similar active opportunities.
M--TRAIL BRIDGE BLACKLAND PRAIRIE
Contract Overview
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The contract involves installing steel I-beams and concrete abutments for a 50-foot trail bridge on the Natchez Trace Parkway in Tupelo, Mississippi, with the work to be completed under a firm fixed-price agreement. The project requires comprehensive provision of labor, materials, tools, equipment, and supervision, with the goal of supporting the construction of the Blackland Prairie Trail Bridge. A site visit is scheduled for July 10, 2025, at 9:30 AM Central Time at MP 261 on the Natchez Trace Parkway, and interested parties are instructed to confirm attendance via email to [email hidden]. Bidders must submit proposals electronically by July 17, 2025, and include a registered UEI number and relevant experience references to be considered for award. The selection process will evaluate proposals based on cost, technical approach, and experience, with the contract awarded to the most qualified bidder. The procurement is conducted under NAICS code 237310, and the process is managed by the Department of the Interior’s National Park Service, with Christopher Ellington serving as the Contracting Officer.
General Info
Contract Value
$49,500Place of Performance
MS, USASet-Aside
Awardee
THAT MAKES SENSE, LLCAward Issued Date
Timeline
Submission Closed
Organization & Contact Information
Full Description
One question, I noticed the highlighted area regarding delegated design on pdf page 2. Does this mean that minor design details can be delegated to the contractor? The delegated design would be for the pre-fabricated bridges. Those are the only elements that are not ¿designed¿ since they will be built by a manufacturer.
Can the diaphragms be bolted instead of welded to the girders? Yes they can.
Does the diaphragm connection bracket need to be on both sides of the diaphragm in addition to each end of the diaphragm? Yes
Do the bearing plates need to be welded to the girders? Yes they do.
Do the hardware, girders, bearing plates, diaphragms, nailer angle need to be coated in any way? It would be best if they were to minimize corrosion over time. They can be galvanization (zinc coated), epoxy coated, or powder coated
Do we need to include the steel angle nailer bracket if so please provide the spacing? The nailers are spaced a maximum of 5¿ oc along the length of the bridge. They can be less than 5¿ to allow for them to be evenly spaced along the length.
Would these minor design alterations fall within that delegated design? Or should we maintain no deviation from the design we have now? Typically, not. It would be best to maintain no deviation from the plans
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