M--TRAIL BRIDGE YOCKANOOKANY SECTION
SOL #: 140P5225R0019Combined Synopsis/Solicitation
Overview
Buyer
Interior
National Park Service
SER WEST(52000)
TUPELO, MS, 38804, United States
Place of Performance
Place of performance not available
NAICS
Highway (237310)
PSC
Operation Of Highways, Roads, Streets, Bridges, And Railways (M1LB)
Set Aside
Total Small Business Set-Aside (FAR 19.5) (SBA)
Original Source
Timeline
1
Posted
Jul 2, 2025
2
Last Updated
Jul 16, 2025
3
Submission Deadline
Jul 17, 2025, 7:00 PM
Qualification Details
Fit reasons
- NAICS alignment with historical contract wins in similar service areas.
- Scope strongly matches core technical capabilities and delivery model.
Risks
- Past performance thresholds may require one additional teaming partner.
- Potential clarification needed on staffing minimums before bid/no-bid.
Next steps
Validate eligibility requirements, assign capture owner, and schedule partner outreach to confirm teaming strategy before submission planning.
Amendment 0002 We had a few questions so we are sharing the answers below. All other terms, conditions, and times remain the same. BIDS ARE DUE JULY 17,2025 AT 2:00CT.
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
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
People
Points of Contact
Clark, TaraPRIMARY