This Solicitation opportunity from Georgia was posted on September 6, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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RFP 24-006 Perry Rainey Center

Closed

PE-66422-NONST-2025-000000007State & Local

Submission Closed10/09/2024, 12:00:00 AM UTC

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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NAICS: 541330

New

SLED

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POSTED

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Traffic Engineering and Intersection AnalysisThis subcontract for Traffic Engineering and Intersection Analysis involves providing technical traffic engineering services for prime contractors on City of Fayetteville transportation projects. The scope of work focuses on the SR 54 and SR 85 intersection, where the contractor will conduct traffic volume and turning movement counts, analyze intersection level of service and delay, and evaluate traffic patterns to identify potential safety hazards. The final deliverables include a comprehensive traffic analysis report and a set of technical recommendations. To be eligible, the contractor must possess a Professional Engineer license in the state of Georgia and have access to specialized intersection modeling software. This opportunity falls under NAICS code 541330 and has a response deadline of December 3, 2026.

POSTED

DEADLINE

RFQ PZ740-01: SR54/SR85 Downtown Traffic Engineering and Walkability Study

Solicitation # PZ740-01

The City of Fayetteville, Georgia, has issued Request for Qualifications RFQ Item PZ740-01 to engage professional engineering and transportation planning firms for a traffic engineering and walkability study. The scope of work focuses on State Route 54 within downtown Fayetteville, specifically including its intersection with State Route 85. This solicitation is managed by the City of Fayetteville as a SLED organization, with Tina Rich serving as the designated contact for the project. Interested respondents must register as a supplier on the Euna Procurement platform to access documents and submit their Statements of Qualifications electronically. The deadline for submitting questions is Thursday, November 19, 2026, at 4:00 P.M., and the final RFQ response is due by Thursday, December 3, 2026, at 2:00 P.M. The City Council maintains the right to reject any proposals or waive formalities associated with the selection process.

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DEADLINE

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DEADLINE

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Solicitation # 27-035

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Solicitation # 26/27-15

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Solicitation # pure-water-southern-california-direct-potable-reuse-testing-facility

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Solicitation # business-impact-analysis-update-disaster-recovery-plan-services-inland-empire-utilities-agency

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Quantity Surveying ServicesThis subcontract for Quantity Surveying Services involves providing cost management and quantity surveying for prime contractors working on facility projects for the London Borough of Bromley. The selected provider will be responsible for managing the Target Cost mechanism under the NEC4 ECC Option C contract, which includes performing cost estimations, monitoring budgets, and valuing completed work. Key deliverables for the role include the production of cost reports, payment certifications, and the settlement of final accounts. To qualify for this engagement, the provider must hold RICS or an equivalent professional certification. The solicitation was posted on October 28, 2026, with a response deadline of November 26, 2026. The services fall under NAICS code 541330 and are centered on supporting the infrastructure and facility goals of the London Borough of Bromley.

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State Highway Administration

POSTED

about 4 hours ago

DEADLINE

in about 1 month

AI Contract Overview

The contract involves structural repairs and reinforcement of the second-floor framing at the Perry Rainey Center in Tifton, Georgia. The existing floor is supported by rough sawn 2 x 8 joists spaced at 16 inches on center, with a maximum span of 8 feet 6 inches to support specified dead and live loads. The joists are notched into brick masonry walls and rest on top of masonry in the addition, but some joists show signs of rot and deterioration. To address these issues, the engineer recommends furrowing out exterior walls with 2x4 studs to support the joist ends, reinforcing the floor framing where spans exceed the maximum by sistering new 2x8 joists, and adding new 6x6 pressure-treated posts from the foundation to the existing beams to alleviate sagging caused by overloading. All work aims to improve structural integrity and ensure safety. The project is part of the RFP 24-006 for the City of Tifton, with a solicitation number PE-66422-NONST-2025-000000007, posted on September 6, 2024, and a response deadline of October 9, 2024. The contract size is estimated between $500,000 and $1,500,000. The project is managed by Sunshine Palmer, who can be contacted via email or phone. The work falls under NAICS code 541330, and the project scope includes structural reinforcement and foundation support to address sagging and deterioration issues in the existing building structure.

General Info

Agency

Georgia → City of Tifton

NAICS

541330 - Engineering Services

Place of Performance

GA, USA

Set-Aside

NONE

Documents

RFP 24-006 Perry Rainey Center

rfp

High

AI Contract Breakdown

Uniform Contract Format

Timeline

1 update

PhaseClosed

PostedSep 6

Solicitation

Notice updatedSep 6

Solicitation number changed from 66422 AUBURN, PE-66422-NONST-2025-000000007 to PE-66422-NONST-2025-000000007.

Response DeadlineOct 9

Deadline has passed

Submission Closed

10/09/2024, 12:00:00 AM UTC

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Organization & Contact Information

AgencyGeorgia → City of Tifton

Contacts1 person available

OfficeN/A

Organization / AgencyGeorgia → City of Tifton

Office AddressN/A

Contacts

Sunshine Palmer

contact@example.gov

+1 (555) 000-0000

Full Description

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.