RFP 24-006 Perry Rainey Center
Closed State & local contract opportunity Posted
- Solicitation number
- PE-66422-NONST-2025-000000007
- State
- Georgia
- Responses due
Opportunity facts
- Jurisdiction
- NIGP codes
- UNSPSC codes
- 30161702 Wood flooring
- 72152500 Floor laying services
- 72152501 Access flooring system installation service
- 72152503 Carpet laying service
- 72152505 Linoleum installation service
- 72152506 Resilient floor laying service
- 72152507 Vinyl floor tile and sheet installation service
- 72152508 Wood floor installation and refinishing service
- 72152509 Floor leveling service
- 72154017 Food service equipment installation service
Opportunity details come from ssl.doas.state.ga.us. Updated .
About this opportunity
This state and local contract opportunity is a Request for Proposal (RFP) issued by Gwinnett County, Georgia for renovations and repairs to the Perry Rainey Center. The project involves reinforcing the second-floor framing, including sistering new 2x8 joists where the span exceeds 8-6 and adding new 6x6 pressure-treated posts from the foundation to support the first-floor beams. The exterior walls on the first floor and in the basement will also be furred out with 2x4 studs to provide additional support for the second-floor joists. Sealed proposals from qualified construction firms are due by 2:00 PM on October 9, 2024, and a mandatory pre-bid meeting will be held on September 17, 2024 at the project site. The project must be completed within 14 consecutive calendar days from the date of the Notice to Proceed. The City reserves the right to retain all proposals and use any ideas in them, as well as reject any or all bids. Award of the contract will not be based solely on the lowest bid, but also on quality, references, and other subjective criteria determined by the City.
The RFP does not provide any set-aside designations or restrictions on the types of organizations that can respond. It also does not list any incumbent vendors or current contractors, nor does it provide any information about existing infrastructure or technology that requires integration. The City also does not provide any pricing terms or budget ranges for the project in this RFP.
Opportunity text
The second-floor framing is true rough sawn 2 x 8 spaced at 16¿ O.C. The maximum span, for a 2 X 8 joist supporting 20 PSF dead load and 100 PSF Live Load, is 8¿-6¿. The ends of the joists are notched into the brick masonry walls in the original building and bear on top of the masonry wall in the addition. The joists may have rotting and deterioration. In some areas the exterior walls have been furred out with 2x4 stud walls to support the ends of the second-floor joists. The floor is also sagging towards the center of the room. Structural Engineer recommends the following for the second floor: · Recommends furring out the remaining exterior walls on the first floor and in the basement in areas to support the ends of the existing second floor joists. The walls should be furred out with 2x4 @ 16¿ O.C. No. 1 southern yellow pine. Wood in direct contact with concrete or masonry shall be pressure treated. · Recommends reinforcing the floor framing where the span exceeds 8¿-6¿ by sistering a new 2x8 @ 16¿ O.C. No. 1 Southern Yellow Pine. · The second floor is sagging due to overloading the first-floor beams. I recommend adding new 6x6 PT posts from the foundation slab to the underside of the existing first floor beams. Equally space the new post between the existing posts. Secure the post to the slab with a Simpson ABA66Z. Secure post to the bottom of the beam with a Simpson PC6Z post cap.
Files
| File | Type | Posted |
|---|---|---|
| RFP 24_006 PRC Floors.pdf | ||
| Pre_Bid Meeting RFP 24_006.pdf |
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