Design-Build Repair and Renovation of the Gulf Marine Service Facility (GMSF) & Wharf Repairs, in Pascagoula, Mississippi

or (except in the Business Loan, Disaster Loan Programs, Surety Bond Guarantee, and SBIC Programs) five (5) complete fiscal years to determine the average annual receipts. If a business hasn�t been in business for five (5) years, multiply its average weekly revenue by 52 to determine its average annual receipts. This requirement will be a Total Small Business Set-Aside, and the contractor shall be selected using Revolutionary Federal Acquisition Regulation Overhaul (RFO) Part 36.101-2 Use of Two-Phase Design-Build Selection Procedures and RFO Part 15.1 Presolicitation and Solicitation procedures. This procurement will be competitive, utilizing the Highest-Technically Rated with a Fair and Reasonable Process approach based on the solicitations�s stated budgetary constraints (affordability) under the Best Value (RFO Part 15.103). The approach prioritizes the best possible performance, provided the price is determined to be fair and reasonable and within the guidelines of the Government�s stated budget. During each phase, all proposals are initially evaluated based solely on the non-price factors specified in the solicitation. Only the price of the highest-ranked technical proposal is then evaluated to ensure it is fair, reasonable and does not exceed our stated budget. All evaluation factors other than cost or price, when combined, are significantly more important than cost or price. This requirement will result in a Firm-Fixed-Price contract for design and construction services. Background Overview: The GMSF is a critical NOAA asset located in Pascagoula, Mississippi, and is a shared-use site for both the National Marine Fisheries Service (NMFS) and the Office of Marine and Aviation Operations (OMAO). The facility consists of a berthing wharf and pier, seawall, and upland warehouse buildings essential for supporting NOAA's mission in the Gulf of America Region. See Figure 1 for the GMSF site plan (See Attachment). The facility has sustained damage from recent hurricane and storm events, primarily affecting the wharf structure. Additionally, the steel sheet pile wall has sustained damage from exposure to the Pascagoula River, resulting in section loss of the sheets and subsequent loss of fill material behind the seawall. This loss of material has resulted in sink holes in the wharf operational area. The existing wharf and pier is approximately 540 feet long and 26 feet wide, and was constructed in three sections (referred to as the North, Middle and South sections). The wharf structure is integral with a steel sheet pile seawall. Each wharf section has been repaired in some form over the past several decades, primarily to address the failing seawall. A portion of the wharf overhangs the Pascagoula River. See Figure 2 for a typical section through the wharf (See Attachment). As-built drawings for each section of wharf are available and will be provided with the formally issued solicitation documents. NOAA�s ships homeported at GMSF are operated by two separate line offices - NMFS and OMAO. Mooring configurations at GMSF vary based on the operations of each line office. Refer to Table 1 (See Attachment) for information regarding the size of the NOAA ships homeported at GMSF, and to Figure 3 (See Attachment) for example mooring arrangements. Project Description - Generally described as follows but not limited to: This project is a direct response to the damages sustained from storm events and exposure to corrosive environments, and is intended to restore the facility to its full operational capacity. The project's primary focus will be the evaluation and repair of the wharf, seawall, mooring structures, and utilities. In addition to repairs, this project will include upgrades to the wharf�s structural and electrical infrastructure, with a specific focus on hardening against future storm events. The project will also require an assessment of the operational efficiency of the wharf working area, and potential relocation of components (i.e. light poles, etc) to improve efficiency and safety. Key elements expected to be addressed include, but are not limited to: Restore the integrity of the deteriorating seawall and mooring structures. Evaluate and renovate the existing wharf sections to allow for NOAA ships to be moored securely during hurricane conditions. Potential addition of in-water mooring structures or dolphins. Corrosion protection of the wharf and pier to protect from long-term corrosive environments. Upgrades of necessary utility infrastructure for ship connections, with specific attention to electrical deficiencies. Assessment of operational areas of the wharf and making revisions to correct any safety and efficiency issues. Site utility upgrades, to include addition of emergency generator ports for the upland warehouses and routing of power to existing parking lot. Unique Challenges Heavy Weather Mooring The project must accommodate a critical NOAA operational constraint: NOAA vessels remain moored during severe wind (hurricane) and wave events. The contractor shall ensure the wharf design capacity fully supports the maximum mooring line loads anticipated during these storm events. NOAA will provide a coastal and mooring analysis with the formally issued solicitation to provide initial definition of the ship loading on the wharf. The DB contractor should anticipate the need to validate this analysis and further refine it during the design phase. South Mooring Bollard NOAA utilizes a mooring bollard at the south end of GMSF that sits upon a seawall that is not maintained by NOAA. The seawall, which is owned and maintained by the City of Pascagoula, appears to be failing beneath the mooring bollard. It should be anticipated that close coordination with the City will be required to address this bollard. Refer to Figure 1 (See Attachment) for location of the South Mooring Bollard, and to Figure 4 (See Attachment) showing the current condition of the bollard and seawall. On this item in particular, NOAA is looking for innovative solutions from the DB team. Potential solutions include, but are not limited to, repair or reinforcement of the existing seawall to continue supporting this bollard, or relocating the bollard to a new in-water mooring structure. Site Visit Information: There is no site visit planned as part of Phase I. Offerors will have the opportunity to visit the site before submission of their technical and price proposals as part of Phase II. The site visit details, to be held at the GMSF & Wharf, will be outlined in the Phase II solicitation package. Currently the site visit is projected to be held on or about January 12, 2027. If applicable, all required site access information as outlined in Section J of the Phase II RFP must be submitted in accordance with the solicitation requirements for site visit entry. Proposed Evaluation Factors (Phases I & II), Firm Down-Select and Phase II Stipends: Proposed Phase I Evaluation Factors (descending order of importance): Factor 1: Demonstrated Prior Experience Element 1A: General Contractor Technical Experience Element 1B: Lead/Designer/A-E Firm Technical Experience Factor 2: Key Personnel Qualifications & Organizational Chart Element 2A: Project Manager, Design Manager, Superintendent and Site Safety and Health Officer (SSHO) Element 2B: Team Organization Quality Control and Safety Proposed Phase II Eval