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This Government Contract opportunity from Department Of Defense was posted on January 26, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Comprehensive Everglades Restoration Plan, Broward County Water Preserve Areas, Contract 2, C-11 Impoundment and Mitigation Area A, Broward County, Florida

Closed
W912EP24Z0019Federal

Contract Overview

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

Active Opportunities Like This One

NAICS: 237990
New
Federal
Design and Construction of Levee Access Manholes for Fairfax-Jersey Creek Levee Unit (Kansas City, Kansas)
Solicitation # W912DQ26RA065
The U.S. Army Corps of Engineers, Kansas City District, is soliciting design-build construction services for the installation of access manholes at the Fairfax-Jersey Creek Levee Unit on the Missouri River in Kansas City, Kansas. The project scope involves designing and constructing manholes, with estimated depths between 10 and 25 feet, to facilitate the video inspection of approximately 27,000 feet of existing perforated corrugated metal seepage collector pipe. To maintain levee integrity, the government strictly prohibits invasive mass excavation methods such as trenching, requiring the use of minimally invasive excavation techniques. Key deliverables include a Drilling and Invasive Program Plan approved by a licensed professional engineer or geologist, temporary flood protection plans, and final as-built drawings. This is a firm-fixed-price contract with an estimated magnitude between $1,000,000 and $5,000,000, though the total award amount shall not exceed $3,400,000. The acquisition is categorized under NAICS code 237990 with a small business size standard of $45 million. The selection process is conducted in two phases; Phase 1 focuses on qualifications and technical approach without pricing, from which up to three qualified offerors will be selected for Phase 2. Evaluation factors include design concepts, performance confidence, technical approach and qualifications, and small business participation, with non-price factors being significantly more important than price. Proposals must be submitted via the PIEE Solicitation Portal and adhere to strict documentation requirements, including the use of specific government templates for vendor information, experience, and technical qualifications.
W071 Endist Kansas City

POSTED

about 17 hours ago

DEADLINE

in 5 days
NAICS: 237990
New
Federal
PASS-A-GRILLE-PASS, MAINTENANCE DREDGING, PINELLAS COUNTY, FLORIDA
Solicitation # GROUP1-27-R-J001
Solicitation GROUP1-27-R-J001 is a total small business set-aside for maintenance dredging at Pass-a-Grille Pass in Pinellas County, Florida, issued by the U.S. Army Corps of Engineers, Jacksonville District. This firm fixed price task order is limited to contractors previously awarded under solicitation W912EP25R0010. The scope of work involves excavating material from the pass and transporting it to the Pass-a-Grille Beach Placement Area located north of the channel. Hopper dredging is strictly prohibited. Incidental requirements include environmental and water quality monitoring, beach fill quality control, tilling, vibration monitoring, and Munitions and Explosives of Concern construction support. The project has a price target range between $5,000,000 and $10,000,000, with a performance period of 120 calendar days following the Notice to Proceed, and work must commence within 60 calendar days of that notice. The government will utilize the Lowest Price Technically Acceptable process for award, evaluating offerors based on the technical acceptability and availability of their identified dredge and their past performance under the associated MATOC. Proposals must be submitted in PDF format via the PIEE Solicitation Module by 2:00 PM EST on November 20, 2026. Key compliance requirements include adherence to the Davis-Bacon Act, the provision of performance and payment bonds within 10 days of award, and the submission of qualified bird monitor credentials. Technical specifications require beach fill to be clean sand free of debris or toxic materials, with strict monitoring at both the borrow and placement areas to ensure quality standards are met.
W074 Endist Jacksnvlle

POSTED

about 17 hours ago

DEADLINE

in about 1 month
NAICS: 237990
New
Federal
Two Phase Design and Construction of the Port Monmouth Phase II, Contract 1 Mitigation Project
Solicitation # W912DS26RA032
Solicitation W912DS26RA032 is a competitive two-phase design-build procurement issued by the US Army Corps of Engineers, New York District, for the Port Monmouth Phase II Contract 1 Mitigation project in Middletown, New Jersey. With an estimated project magnitude between $15 million and $30 million, the scope involves the design and construction of wetland and upland restoration at the Pews Creek and Compton Creek mitigation sites. The project aims to reduce storm damages from coastal erosion and flooding in Raritan Bay, specifically focusing on restoring approximately 24.83 acres of wetlands and channels and 8.76 acres of uplands. The State of New Jersey Department of Environmental Protection serves as the non-Federal sponsor. The procurement follows a best-value tradeoff process in accordance with FAR 36.3, where non-price evaluation factors are approximately equal in importance to price. Phase One focuses on qualifying offerors based on specialized experience and past performance to shortlist up to five firms for Phase Two. Final award will be a firm fixed-price contract. Key requirements include strict adherence to New Jersey environmental standards, the provision of performance and payment bonds, and compliance with the Davis-Bacon Act. Following multiple amendments, the final response deadline for proposals was extended to October 21, 2026.
W2SD Endist New York

POSTED

about 17 hours ago

DEADLINE

in about 13 hours
NAICS: 237990
New
Federal
Stove Prairie Campground Gate Replacement
Solicitation # 117346
The USDA Forest Service, CSA Intermountain, is soliciting quotes for the disposal and replacement of a broken 32-foot double lane closure gate at Stove Prairie Landing in Bellvue, Colorado. This project is a total small business set-aside under NAICS code 237990, with an estimated project magnitude between $25,000 and $100,000. The award will be a firm fixed-price contract. The selected contractor must provide all labor, materials, and equipment for mobilization and the installation of the gate, ensuring all signage meets MUTCD standards and concrete work adheres to specific AASHTO sampling and testing requirements. Work must commence within 10 calendar days of the notice to proceed and be completed by August 31, 2027. Evaluation will be based on best value, focusing on the offeror's technical approach and price. Applicants must submit a 1-3 page technical narrative and a construction schedule, such as a Gantt chart, along with their pricing documentation. All quotes must be submitted via email to Contract Specialist Jordan Carlsen by November 11, 2026, at 14:00 EST. The contract requires the provision of performance and payment bonds and mandates that all invoicing be processed through the electronic Invoice Processing Platform (IPP) system. The government will conduct inspections at all reasonable times before final acceptance in accordance with FAR 52.246-12.
Csa Intermountain 8 Usda-Fs

POSTED

about 17 hours ago

DEADLINE

in 22 days
NAICS: 237990
New
SLED
Madera Unified School District Outdoor Education FacilityThe Madera Unified School District is proposing the construction and operation of the Outdoor Educational Facility Project located at the intersection of Almond Avenue and Stadium Road in Madera, California. This project involves the development of a 25.61-acre complex designed for district educational programs, youth sports, community events, and general public recreation. The facility will feature five ball fields, three soccer fields, five sand volleyball courts, a parking lot with approximately 313 spaces, and two support buildings comprising an office, training, and storage facility, as well as a ticket booth and restroom building. The scope also includes roadway, sidewalk, and utility improvements along the project frontage and the expansion of a City-owned stormwater basin. The project is governed by the California Environmental Quality Act (CEQA), with a Draft Initial Study and Mitigated Negative Declaration indicating that the project will not cause significant environmental harm provided specific mitigation measures are implemented. Key requirements include the use of full cut-off lighting fixtures, strict adherence to nesting bird protection windows between February and August, archaeological monitoring for excavations exceeding three feet, and paleontological discovery protocols. The project is managed by Rosalind Cox, Director of Facilities Planning, and involves coordination for potential annexation of portions of the site into the City of Madera.
Madera Unified School District

POSTED

about 22 hours ago

DEADLINE

N/A

General Info

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

Fort Lauderdale, FL, USA

Set-Aside

NONE

Documents

0

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Timeline

2 updates
PhaseClosed
Posted

special-notice

Notice updated

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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

Full Description

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This announcement constitutes a Special Notice Synopsis. 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 SYNOPSIS. Respondents will not be notified of the results of the evaluation. The U.S. Army Corps of Engineers, Jacksonville District previously issued a sources sought notice in October 2023 (W912EP24Z0002) as a means of conducting market research to gauge the interest, capabilities and qualifications of various members of the Construction Community, to include Small Businesses, as the Government must ensure there is adequate competition amongst the potential pool of responsible contractors. The U.S. Army Corps of Engineers, Jacksonville District is now soliciting comments from the construction community to specifically address the potential use of Project Labor Agreements (PLAs) for this large-scale construction project for potential award in FY2024: Project Name: Comprehensive Everglades Restoration Plan, Broward County Water Preserve Areas, Contract 2, C-11 Impoundment and Mitigation Area A, Broward County, Florida Project Description: The Broward County Water Preserve Area (BCWPA), Contract 2 project consists of a portion of the overall C-11 Impoundment project. Contract 2 consists of construction of dam and levee embankment, a mitigation area, water control structures, environmentally sensitive area (ESA) systems, lake backfill, drainage conveyance, ancillary features, and associated clearing, grubbing, planting, borrow, and material processing. Contract 2 is the first of two construction phases (combined with future Contract 3) to complete the overall C-11 Impoundment component of the BCWPA project. The overall completed C-11 Impoundment will be an above-ground earthen reservoir targeted to have a total storage of 4,600 acre-feet with an effective interior area of approximately 1,053 acres and a normal pool water storage depth of approximately 4.7 ft. The Contract 2 Dam Embankment (D-511) will have an approximate height of 15ft (crest elevation of 18.8 ft NAVD88). The Contract 2 portion of D-511 embankment will include roughly 4,800 ft of slurry wall along the southern alignments between stations 111+00 to 146+00 (east) and stations 204+00 to 218+00 (west). The slurry wall will be 41 ft tall (EL 6.0 ft NAVD88 to EL -35.0 ft NAVD) with a typical width of 2.5 ft. The proposed Mitigation Area - A, is located north of the impoundment. It will 113 acres of wetland marsh. Water levels within the mitigation area will fluctuate approximately 1.0 ft above average ground elevation (5.3 ft NAVD88). The levees surrounding the mitigation area will have an approximate height of 3 ft (crest elevation of 7.3 ft NAVD88). Contract 2 includes 12 total Water Control Structures: Gated Culverts S-506A, S-508B, S-508D, and S-511 Ungated Culverts S-500A, S-505E, S-506B, S-508A, and S-509 Fixed, Broad-crested Weirs S-505B, S-505C, and S-505F There are two environmentally sensitive areas (ESAs) which are to be protected during construction and ultimately excluded from the project by means of embankment alignment. The ESAs will be protected from disturbance during construction and will be avoided by completed project features. Contact 2 includes a requirement to backfill the existing Central Lake and an existing borrow area. These features are existing quarry pits estimated to be up to 55 feet deep and filled with water. Backfill of the Central Lake and Borrow Area will primarily consist of onsite muck material. However, the Contractor will be provided approximately 10,800 cubic yards of stockpiled limerock aggregate, located adjacent to SW 26th Street and the proposed construction staging area, which is approved to be placed in Central Lake. Contract 2 will require continuous stormwater management and conveyance of an approximate two square-mile drainage area north of the project site, which flows southward through the project site, plus any stormwater generated within the Contract 2 limits for the duration of the contract. Since stormwater flows will ultimately need to pass south through the future Contract 3 project limits for discharge into the C-11 Canal, stormwater management will include the following control requirements: Stormwater system will convey a 100-year storm to the existing A/5 Canal outfall at the C-11 Canal. Contractor will construct a temporary shallow drainage diversion ditch from the eastern C-511 Canal to the existing A/5 canal. The diversion ditch will be located along the boundary between the Contract 2 and Contract 3, in a zone of temporary construction limit for future resumption by others. Contractor must not construct S-505F broad-crested weir until the eastern section of C-511 and the temporary diversion ditch to the existing A/5 canal are complete. Other project features and activities include clearing, grubbing, planting, borrow, material processing, boat ramps, soil cement embankment armoring, emergency stockpiles, instrumentation and monitoring stations, wetland preservation/protection, erosion control, and debris disposal. The Estimated Magnitude of Construction is over $500,000,000. The estimated period of performance for the contract is 1,947 calendar days after receipt of notice to proceed excluding final establishment of grass after seeding. 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 million. A PLA is defined as a pre-hire collective bargaining agreement with one or more labor organizations that establishes the terms and conditions of employment for a specific construction project and is an agreement as described in 29 U.S.C. 158 (f). Effective January 22, 2024, Final Rule (FAR Case 2022-003), implements Executive Order (E.O.) 14063, Use of PLAs for Federal Construction Projects, which requires the use of PLAs in large-scale (defined as $35 million or more) Federal construction projects within the United States. Contractors and subcontractors working on large-scale construction projects must negotiate or become party to a PLA with one or more labor organizations unless an exception is granted. This requirement applies to new solicitations, including task or delivery orders, issued on or after January 22, 2024. The Government is seeking information from both unionized and non-unionized contractors, as well as contractors familiar with the federal marketplace as well as new entrants, that may be interested in participating in competition for this procurement. Reference is made to: FAR Subpart 22.5 Use of Project Labor Agreements for Federal Construction Projects; provision, FAR 52.222-33 Notice of Requirement for Project Labor Agreement; and to clause, FAR 52.222-34 Project Labor Agreement. In consideration of the above factors and any others which may be deemed appropriate, the construction community is invited to comment on the use of PLA's. The Government is requesting responses to the following questions: 1. Do you have knowledge that a PLA has been used in the local area on projects of this kind? If so, please provide supporting documentation. 2. Are you aware and/or are there concerns by the prime contractors of skilled labor shortages in the area for those crafts that will be needed to complete the referenced project? If so, please elaborate and provide supporting documentation. Information may reference current apprenticeship statistics and workforce age demographics. 3. Are you aware of time sensitive issues/scheduling requirements where use of the PLA would affect the rate at which the referenced project would be completed? If so, please elaborate and provide supporting documentation. 4. Are you aware of any cost impact where the use of PLA will affect the construction cost of the referenced project? If so, please elaborate and provide supporting documentation. 5. Based on FAR 52.222-33 and alternates and 52.222-34 and alternates do you see any negative and/or positive impacts of submitting the PLA at one phase of the procurement process over another? If so, please explain. Also, provide an estimated and realistic timeframe that your company will be able to submit a PLA. 6. Identify specific reasons why or how you believe a PLA would advance the Federal Governments interest in achieving economy and efficiency in federal procurement. 7. Identify specific reasons why you do not believe a PLA would advance the Federal Governments interest in achieving economy and efficiency in federal procurement. 8. Identify any additional information with supporting documentation/statistics that you believe should be considered on the use of a PLA on the referenced project. 9. Identify any additional information with supporting documentation/statistics that you believe should be considered on the non-use of a PLA on the referenced project. 10. Is your firm a serious interested party in that you intend to submit a proposal for this procurement? Will the use of a PLA impact your ability to bid? If so, please explain? All responses to this Special Notice will be evaluated and used in determining acquisition strategy. Submission Instructions: Serious interested parties who consider themselves qualified to perform the above-listed project are invited to submit a response to this Special Notice by no later than February 5, 2024 at 2:00PM, EST. All responses under this Special Notice shall be sent via email to Ligaya Lowe at ligaya.m.lowe@usace.army.mil.

More opportunities from Department Of Defense → W074 Endist Jacksnvlle

Same awarding agency

NAICS: 237990
New
Federal
Palm Beach Harbor, South Jetty Rehabilitation 2026, Palm Beach County, Florida
Solicitation # W912EP26BA019
The US Army Corps of Engineers, Jacksonville District, is soliciting bids for the rehabilitation of the South Jetty at Palm Beach Harbor in Palm Beach County, Florida. This firm-fixed-price construction project, identified by solicitation number W912EP26BA019, has an estimated magnitude between $1,000,000 and $5,000,000. The scope of work involves substantial manipulation of new and existing stones to achieve required interlocking and the execution of concrete repairs. All mobilization and construction activities must be water-based using marine construction methods and equipment, as land-based access to the project site is strictly prohibited. The project has an estimated period of performance of 330 calendar days following the Notice to Proceed, which includes 60 days to commence work. Critical environmental and safety requirements include a mandatory pre-construction benthic community survey and the relocation of corals by Florida Fish and Wildlife Conservation Commission qualified contractors prior to the start of jetty work. The project adheres to EM 385-1-1 safety standards and requires the use of Coast Guard-certified equipment. Contractual terms include liquidated damages of $2,818 per calendar day of delay and a bid guarantee of 20 percent of the bid price or $3,000,000, whichever is less. This unrestricted procurement falls under NAICS code 237990, and all eligible offerors must be registered in the System for Award Management.
Other Heavy and Civil Engineering Construction

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