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This Government Contract opportunity from Department Of Defense was posted on September 30, 2021. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

COMPREHENSIVE EVERGLADES RESTORATION PLAN, INDIAN RIVER LAGOON SOUTH C-23/24 STORMWATER TREATMENT AREA ST. LUCIE COUNTY, FLORIDA

Awarded
W912EP21C0023Federal

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NAICS: 237990
New
SLED
Carlson Field Athletic Complex: Construction of new Pickleball Courts
Solicitation # BCP-REC-26
The Town of Hingham, Massachusetts, is soliciting sealed bids for the construction of eight new pickleball courts at the Carlson Field Athletic Complex, with an estimated project cost of $1,300,000. The scope of work includes site preparation such as the removal of trees and shrubs, re-grading, and the installation of the courts, posts, nets, walkways, benches, shade shelters, and ADA pathways. Additionally, the project requires a new asphalt parking lot and the installation of solid AF-6 Acoustifence Panels around the entire perimeter for sound attenuation. The contractor is responsible for maintaining construction fencing and erosion control, coordinating closely with the Town and the demolition contractor, Pasquazzi Bros, Inc. The contract will be awarded to the lowest responsible and eligible bidder who possesses at least seven years of experience constructing sports courts or similar athletic facilities. Bidders must provide a statement of qualifications, including three similar public project examples and three references, one of which must be a Massachusetts municipality from the last two years. This is a lump sum, fixed-price contract with no escalation for fuel, labor, or materials. Compliance with Massachusetts prevailing wage laws, OSHA regulations, and the Massachusetts Building Code is mandatory. Bids must be submitted electronically via the OpenGov portal by November 3, 2026, at 9:00 am, and must include a 5% bid security.
Recreation

POSTED

about 10 hours ago

DEADLINE

in 4 days

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This project involves the construction of a stormwater treatment area in St. Lucie County, Florida, as part of the Comprehensive Everglades Restoration Plan. The base work consists of creating five contiguous cells totaling approximately 1,970 acres divided by County Road 613. The scope includes the installation of extensive perimeter and division levees, various gated and ungated culverts, box culverts, and weir drop structures to manage water flow and release. Additionally, the project requires site access construction and drainage modifications for County Roads 609 and 613. The project is organized into three primary phases and one option. Phase 1 focuses on the S-425 Sag Culvert and initial site demolition, requiring specific wet-installation techniques to maintain canal conveyance. Phase 2 involves the construction of a Connection Canal between the C-70 and C-69 canals. Phase 3 covers the full construction of the treatment cells and their associated water control structures. Option A provides for the installation of a temporary pump station east of the C-24 canal, which will be transferred to the South Florida Water Management District upon completion.

General Info

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

FL, 34945, USA

Set-Aside

NONE

Documents

0

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Timeline

PhaseAwarded
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Award Notice

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Contract was awarded

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

Full Description

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Project includes a Base and one Option. The base work includes construction of a stormwater treatment area consisting of two contiguous cells (about 410 acres) west of County Road (CR) 613, and three contiguous cells (about 1,560 acres) east of CR 613. Cells are parallel, flowing west to east, and consist of about 18,400 feet of a perimeter levee and about 3,700 feet of a cell division levee west of CR 613. Said work is also inclusive of about 35,500 feet of a perimeter levee and 2 cell division levees of about 12,200 and 9,500 feet east of CR 613. Collection and distribution channels run along the east and west ends of each cell. Work includes construction of one 2-barrel ungated culvert structure (8 feet diameter culverts) under CR 613; one 3-barrel gated culvert structure (5 feet diameter culverts) under CR 609; five gated 8 feet by 6 feet box culverts for release into cells; two ungated 5 feet diameter culverts for boundary seepage return; four ungated 3 feet diameter culverts with weirs for runoff relief; two gated 8 feet by 6 feet box culverts for release from cells; six 5 feet diameter culverts with operable weirs for release from cells; and one 7 feet diameter sag culvert under the C-24 canal. Requisite work includes construction of site access from CR 613 and modification of CR 609 and CR 613 roadway drainage (swales and detention features); however, there is South Florida Water Management District (SFWMD) owned property east of CR 613 and north of the contiguous cells that can be used for staging. Work is divided into phases as outlined below: Phase 1 The work associated with Phase 1 includes construction of the S-425 Sag Culvert and project initiation activities. The work includes all required site demolition to construct S-425 Sag Culvert. As identified in the plans, a portion of the S-425 Sag Culvert installation must be performed in the wet. This must be completed without plugging the C-24 canal and impeding conveyance. Phase 2 The work associated with Phase 2 includes construction of the Connection Canal connecting the North St. Lucie River Water Control District (NSLRWCD) C-70 canal to the NSLRWCD C-69 canal. Phase 3 Phase 3 includes construction of the two contiguous cells (about 410 acres) west of CR 613, referred to as Cells 1 and 2, and includes associated structures: S-431A Ungated Culvert, S-431B Ungated Culvert, S-432A Gated Box Culvert, S-432B Gated Box Culvert, S-433A Gated Box Culvert, S-433B Gated Box Culvert, S-434A Fixed Weir Drop Structure and Culvert, S-434B Fixed Weir Drop Structure and Culvert, and S-451 Ungated Culverts. The work includes construction of the three contiguous cells (about 1,560 acres) east of CR 613, referred to as Cells 3, 4, and 5, including associated structures: S-435A Fixed Weir Drop Structure and Culvert, S-435B Fixed Weir Drop Structure and Culvert, S-436A Gated Box Culvert, S-436B Gated Box Culvert, S-436C Gated Box Culvert, S-437A Culvert With Operable Weir, S-437B Culvert With Operable Weir, S-438A Culvert With Operable Weir, S-438B Culvert With Operable Weir, S-439A Culvert With Operable Weir, S-439B Culvert With Operable Weir and S-441 Gated Culverts. In addition to the aforementioned work, Phase 3 includes modification of CR 613 and CR 609 roadway drainage. Option A The work includes installation of a temporary pump station. The temporary pump station centerline will be located east of the C-24 canal, approximately 150 feet north of the S-425 Sag Culvert. The temporary pump station will be turned over to the South Florida Water Management District for operation following construction completion.

More opportunities from Department Of Defense → W074 Endist Jacksnvlle

Same awarding agency

NAICS: 541620
New
Federal
Notice of Intent to solicit a single source – Fish and Macroinvertebrate (Nekton) Monitoring (St. Johns River)
Solicitation # W912EP-27-Q-1CTH
The U.S. Army Corps of Engineers, Jacksonville District, intends to award a sole-source contract to the Fish and Wildlife Research Institute of the Florida Fish and Wildlife Conservation Commission. The project focuses on nekton monitoring within selected zones and tributaries of the Lower St. Johns River in Northeast Florida. This effort is categorized under NAICS code 541620 for Environmental Consulting Services and is designed to assess the ecological impacts of a 2022 channel deepening project that increased the river depth to 47 feet to accommodate larger vessels for the Jacksonville Port Authority. The primary objective is to evaluate how changes in salinity and water quality resulting from the deepening affect the spawning, recruitment, and population dynamics of commercially and recreationally important species, such as blue crab, white shrimp, and red drum. Monitoring will specifically target critical habitats between river kilometers 14 and 48, as well as areas upstream of Julington Creek, to determine if shifting salinity gradients are impacting nursery habitats or resident freshwater species. This long-term sampling will provide the necessary data to gauge the overall environmental effects of the channel modifications on the estuary's nekton assemblages.
Environmental Consulting Services

POSTED

3 days ago

DEADLINE

in 12 days
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NAICS: 237990
New
Federal
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

7 days ago

DEADLINE

in 19 days
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