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This Government Contract opportunity from Department Of Defense was posted on December 5, 2025. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

St. Lucie South Jetty Rehabilitation Interagency, Martin County, Florida

Closed
W912EP26Z1AYAFederal

Contract Overview

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

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NAICS: 237990
New
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Carlson Field Athletic Complex: Construction of new Pickleball Courts
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The Town of Hingham, Massachusetts, is soliciting sealed bids for the construction of eight new pickleball courts at the Carlson Field Athletic Complex located at 28 Bare Cove Park Drive. This fixed-price lump sum project has an estimated construction cost of $1,300,000. The scope of work includes site preparation such as the removal of trees, shrubs, and stumps, re-grading the site, and the installation of the courts, posts, nets, walkways, benches, shade shelters, and ADA pathways. Additionally, the contractor is responsible for a new asphalt parking lot and the installation of solid AF-6 Acoustifence Panels around the entire perimeter for sound attenuation. The contractor must coordinate with the Town and the demolition contractor, Pasquazzi Bros, Inc., and is responsible for maintaining construction fencing and erosion control throughout the project duration. The contract will be awarded to the lowest responsible and eligible bidder who possesses at least seven years of experience constructing sports courts or paved athletic facilities. Bidders must submit their proposals electronically via the OpenGov portal by November 3, 2026, including a 5% bid security and a Statement of Qualifications with at least three similar public project references. Awarded contractors must provide a payment bond equal to 50% of the total project cost and adhere to Massachusetts prevailing wage laws, OSHA regulations, and the Massachusetts Building Code. The project includes a minimum one-year warranty for labor and a two-year warranty for materials. Final payment is contingent upon the submission of AIA affidavits for the payment of debts and release of liens.
Recreation

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about 7 hours ago

DEADLINE

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NAICS: 237990
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Pre-Qualification For Construction Of Park, Recreation & Libraries Parks And Facilities For 2027
Solicitation # 13-202
Solicitation 13-202 is a pre-qualification process issued by the City of Roseville, California, for the construction of park, recreation, and library facilities scheduled for 2027. The objective is to identify qualified contractors with the capacity and experience to execute new park construction and rehabilitation projects. Interested parties must submit their pre-qualification packages via email to the City Clerk’s Office by 3:00 p.m. on November 23, 2026. Submissions are limited to 25 megabytes and must include a signed questionnaire, DIR registration for all contractors and subcontractors, and current workers' compensation certificates of insurance. To achieve pre-qualified status, applicants must meet essential qualifications, including a valid California Contractor's license and specific insurance limits of 1,000,000 dollars per occurrence and 2,000,000 dollars aggregate. Experience requirements mandate the completion of at least six new park construction projects for public agencies within the last three years, with a maximum of three rehabilitation projects allowed toward this total. Financial solvency is verified through third-party credit checks, where a score of 650 or less may lead to disqualification. Evaluation also considers compliance with California apprenticeship laws, Davis-Bacon prevailing wage requirements, and CAL OSHA safety standards.
City of Roseville, Parks, Recreation & Libraries Department (PRL)

POSTED

about 7 hours ago

DEADLINE

in 25 days

General Info

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

Stuart, FL, USA

Set-Aside

NONE

Documents

2

RFI for Rehabilitation of St. Lucie South Jetty Head

PDF, High priority: read this first10 pages · rfi
High

SLISJR26 RFI Appendix A v2 - South Jetty Project Figures

PDF, Low priority7 pages · rfi
Low

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Timeline

PhaseClosed
Posted

special-notice

Response Deadline

Deadline has passed

Submission Closed

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Organization & Contact Information

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AgencyDepartment Of Defense → W074 Endist Jacksnvlle
Contacts2 people available
OfficeJACKSONVILLE, FL, 32207-0019, USA
Office AddressJACKSONVILLE, FL, 32207-0019, USA
Contacts

Full Description

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This announcement constitutes a Request for Information (RFI). This announcement seeks information from industry and will only be used for preliminary planning purposes. THIS IS NOT A SOLICITATION FOR PROPOSALS AND NO CONTRACT SHALL BE AWARDED FROM THIS RFI. Respondents will not be notified of the results of the evaluation. The Government will not pay for any response expenses.



The Government is specifically interested in capabilities, technologies, methodologies, ideas and solutions for the rehabilitation of the seaward 400’ of the St. Lucie South Jetty including the jetty head (located at the St. Lucie Inlet in Martin County). The information received will be used to support a market analysis for the project with the general goal to rehabilitate a portion of the St. Lucie South Jetty in Martin County.



The applicable North American Industry Classification System (NAICS) code assigned to this procurement is 237990, Other Heavy and Civil Engineering Construction. The Small Business Size Standard for this project is $45.0 million.



Project Location: St. Lucie Inlet is in Martin County on the southeast coast of Florida, about 115 miles north of Miami (Figure 1), serving as the County’s only point of access to the Atlantic Ocean. The Federal project connects the Atlantic Ocean with several key waterways including the Intracoastal Waterway (IWW) and Okeechobee Waterway, both heavily used by recreational and commercial vessels. The nearest coastal inlets are Jupiter Inlet, 17 miles south, and Ft. Pierce Inlet, 22 miles north.



Project Description: The project provides for the full repair and rehabilitation of the most damaged, vulnerable, and critical section of the jetty: the structure head. Work consists of rehabilitation to bring the seaward-most 300 to 500 feet of the structure up to current design standards. The proposed engineering design incorporates anticipated future sea-level rise and the potential for increased storm severity, improves structure resilience and stability, and reduces maintenance requirements. Without intervention and maintenance, degradation of the jetty head will continue and likely progress along the entire structure. This could result in structure failure, which would destabilize the northern end of Jupiter Island and have significant impacts on the inlet stability and Federal navigation project.



Industry is asked to provide a written response addressing the following objectives or questions:


1.) What is the preferred method to transport equipment and materials to the work site?



2.) What are the preferred methods and equipment necessary to complete the rehabilitation of the jetty? This includes but is not limited to methods and equipment for excavation of existing grade, maintenance of open excavation areas during construction, debris removal, and installation of the marine mattresses and armor stone.



3.) Would a cofferdam be used to complete the work?



4.) Do you have any concerns with the feasibility of the proposed work?



5.) What work can be completed from the land (including from on top of the jetty) and what from the water?



6.) Could you complete the work entirely from the land (including from on top of the jetty)?



7.) Would waterborne access be more cost effective or otherwise advantageous?



8.) What are the work platform requirements for the equipment that will be used for construction?



9.) If there is displaced armor stone within the excavation prism, can it be excavated? Can it be excavated efficiently?



10.) How much area around the structure (offset distance) do you expect to need to occupy or work in to complete the proposed work?



11.) Is there a key plant item needed to do the work? Do you have any recommendations for design modification that would increase productivity or simplify the equipment requirements?



12.) Are the existing roads/paths sufficiently sized for access to the work site? The existing access route (orange in Figure 3) is approximately 3,2000 feet in length and 10 feet wide. The turtle nesting season access route (yellow in Figure 3) is approximately 850 feet in length and would require clearing for access.  The non-turtle nesting season access route (pink in Figure 3) is approximately 900 feet in length. How wide do the access routes need to be?  Would any road improvements need to be done?  Would road base need to be imported to improve the road for access? If so, what grade, size, and material type would be required? 



13.) How much area is needed for staging and stockpiling of materials? Are the staging areas shown sufficient? The west staging area (purple in Figure 3) is approximately 32,200 square feet (0.74 acres) in size.  The east staging area (blue in Figure 3) is approximately 39,500 square feet (0.91 acres) in size. Could the work be completed without using the full extents of both areas?



14.) Are there any significant health and safety concerns that limit the practical construction methods? (e.g., would working from the jetty crest be practical at the seaward end of the jetty?)



15.) What potential protections are required to construct this project in the winter given the rougher meteorological and coastal conditions that occur?



16.) There is an existing pond located near the project site.  Would there be construction runoff caused by equipment that would necessitate protecting the pond?  What measures would be taken if necessary?



17.) What is an estimated duration to complete this work from start to finish? Would it take two seasons to complete construction if work is restricted during turtle nesting season? How much lead time is required and/or preferred for armor stone procurement?



18.) What details can be provided to improve the clarity of the drawings?



Submission Instructions:


Provide Firm's name, address, point of contact, phone number, website, and email address.


Responses to this RFI must be received no later than 5:00 PM, EST, on 02 January 2026 and shall be sent to Nicole Batista-Cruz at contact@example.gov and Ruth Rodriguez at contact@example.gov.



Industry Conference Call:


There will be an Industry Conference Call on 06 January 2026 at 1:30 - 2:30pm PM, EST, through the following Microsoft Teams Meeting:


  • LINK: HTTPS://WWW.MICROSOFT.COM/EN-US/MICROSOFT-TEAMS/JOIN-A-MEETING
  • MEETING ID: 993 431 302 91
  • PASSCODE: Cr63Ds6o
  • DIAL IN BY PHONE: +1 (555) 000-0000
  • PHONE CONFERENCE ID: 694 576 537#


NOTE - DO NOT SUBMIT PROPRIETARY AND/OR BUSINESS CONFIDENTIAL DATA.



The official Synopsis citing the solicitation will be issued on SAM.GOV and inviting firms to register electronically to receive a copy of the solicitation when it is issued. All interested firms must be registered in SAM.gov to be eligible for award of Government contracts.

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Solicitation # W912EP-27-Q-1CTH
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POSTED

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DEADLINE

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NAICS: 237990
New
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Tampa Harbor Improvements Industry Day
Solicitation # W912EP27Z1CUA
The U.S. Army Corps of Engineers, Jacksonville District, has issued a special notice for an Industry Day event scheduled for November 18, 2026, regarding the Tampa Harbor Improvements project. This notice is for preliminary planning purposes and is not a solicitation for proposals. The event aims to gauge the capabilities and interest of the construction community, including small businesses, for a requirement slated for a fiscal year 2028 award. The overall project is expected to span six contracts over an eight to ten-year period, with a construction magnitude estimated between 100 million and 500 million dollars under NAICS code 237990. The specific focus of this Industry Day is Contract 1, which involves construction dredging to deepen and widen various sections of the Tampa Harbor federal navigation channel. Key deliverables include deepening Cut-C (HB), Port Sutton Channel, Port Sutton Turning Basin, East Bay Channel, and Cut-D (HB) to 49 feet MLLW, the Port Sutton Terminal Channel to 44 feet MLLW, and East Bay Channel Extensions 1 and 2 to 41 feet MLLW. The scope includes widening the Port Sutton Channel, Port Sutton Turning Basin, and East Bay Channel, with an estimated dredging volume of 4.4 million cubic yards. All work will incorporate one foot of allowable overdepth, and dredged materials will be disposed of in the East Bay Placement Area, DMMA 2-D, and DMMA 3-D. Interested parties must be registered in the System for Award Management to be eligible for future awards.
Other Heavy and Civil Engineering Construction

POSTED

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DEADLINE

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