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This Government Contract opportunity from Department Of Defense was posted on June 27, 2023. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Indian River Lagoon South (IRL-S) C-23/C-24 North Reservoir S-425/S-426 Contract 4A

Closed
W912EP23Z0042Federal

Contract Overview

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

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NAICS: 237990
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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 12 hours ago

DEADLINE

in 6 days
NAICS: 237990
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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.
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POSTED

about 12 hours ago

DEADLINE

in about 1 month
NAICS: 237990
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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.
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about 12 hours ago

DEADLINE

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NAICS: 237990
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POSTED

about 12 hours ago

DEADLINE

in 22 days
NAICS: 237990
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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 17 hours ago

DEADLINE

N/A

General Info

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

FL, USA

Set-Aside

NONE

Documents

0

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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

Full Description

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Indian River Lagoon South (IRL-S) C-23/C-24 North Reservoir S-425/S-426 Contract 4A This announcement constitutes a Source Sought 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 Jacksonville District of the U.S. Army Corps of Engineers seeks interest from prospective offerors for a potential fiscal year (FY) 2024 award of the aforementioned project. The purpose of this synopsis is to gauge the interest, capabilities and qualification of various member of the Construction Community, to include Small Businesses, as the Government must ensure there is adequate competition amongst the potential pool of responsible contractors. This notice, which requests information pertaining to contractor capabilities, does not constitute a request for proposal and response to this notice is purely voluntary. The Jacksonville District anticipates the issuance of a Request for Proposal (RFP) and the proposed project will be awarded as Firm Fixed Price (FFP) contract. No reimbursement will be made for any costs associated with providing information in response to said synopsis or any follow-up information requested. The Jacksonville District seeks interested and capable offerors for work involving a portion of the C-23/C-24 North Reservoir including an access road, earthen embankment, pump station, afterbay, discharge culvert and drainage canal and culverts in St. Lucie County adjacent to the C-24 Canal, within the northwestern portion of the C-24 drainage basin. The project is bounded by the C-24 Canal on the east, State Road 70 on the south, and a mix of wetlands, agricultural lands, and livestock grazing lands that have sparsely distributed residents along the northern, southern, and western boundaries. The project area is approximately 150 acres. The embankment length is about one mile, and the embankment height is approximately 29 feet above the average existing elevation. The C-23/C-24 North Reservoir is designed to hold 32,612 ac-ft of water at Normal Full Storage Level when fully constructed. The Normal Full Storage Level is EL. 38.5 feet North American Vertical Datum of 1988 (NAVD88). The embankment crest is EL. 51.0 feet NAVD88. The embankment is earth fill with a soil cement bentonite cutoff wall. Soil cement is used on the interior slope to provide against soil erosion. The embankment contains a blanket drain with a two-stage filter at the seepage collection pipe. The work includes construction of a project access road from SR70. There is property between the embankment and the C-24 canal that can be used for staging. The work includes construction of the following major structures. One seven-foot diameter HDPE sag culvert. This structure is encased in concrete under the embankment, runs under the perpendicular C-24 canal, and connects to an existing pipe at the C-23/C-24 STA on the east side of the canal. One pump station with 650 cfs total capacity with associated intake canal from the C-24 canal. One afterbay berm of approximate length of 1,800 feet constructed of soil and capped with soil cement to provide water level control for the pump station and discharge to the sag culvert. Construction of approximately 5,070 feet of embankment and 2,600 feet of outer berm including a blanket drain, cutoff wall, toe swale, perimeter road, and seepage canal. One drainage canal along the southern property line with four culverts for drainage to the C-24 canal. Construction of one limerock access road from State Road 70 to the location of the pump station. In accordance with DFARS 236.204, the estimated magnitude of construction is between $250,000,000 - $500,000,000. The subject project has a total estimated period of performance of 1,500 calendar days from the date of Notice to Proceed. The contractor shall commence work within 60 calendar days of receipt of the Notice to Proceed (NTP). Said completion time is inclusive of commencement. 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. Each firm's submission shall be limited to 8 pages and shall include the following information and as well as responses to the provided questions: 1. Firm's name, address, point of contact, phone number, website, and email address. 2. Firm's interest in submitting a proposal on the solicitation when advertised. 3. Firm's capability to perform a contract of this magnitude and complexity (include firm's capability to execute comparable work performed within the past 10 years from the date of this Sources Sought. Firm should provide at least two examples which, at a minimum, include the following: Brief description of the project Customer name Timeliness of performance Customer satisfaction Dollar value of the project Emphasis should be on projects that included similar earthwork requirements. 4. Firm's responses to the Technical Questions within this Sources Sought Synopsis. 5. Firm shall identify their Small Business classification and Small Business Size. Small Business, Small Disadvantage Business 8(a) Small Business SDVOSB WOSB HUBzone If your firm is a Small Business, be sure you understand the performance of work requirements for your specific socioeconomic category. i.e. SB, 8(a), SDVOSB, WOSB, or HUBZone. 6. If significant subcontracting or teaming is anticipated in order to deliver technical capability, firms should address the structure of such arrangements to include Joint Venture information, if applicable - existing and potential. 7. Firm's Bonding Capability (construction bonding level per contract and aggregate construction bonding level, both expressed in dollars) via letter from bonding company. Technical Questions: What methods would you use to construct the seven-foot diameter HDPE sag culvert underneath the C-24 canal in the wet? Have you constructed any cutoff walls in central or south Florida? Do you see any specific challenges to construct the soil cement bentonite cutoff wall? Do you anticipate problems with placement of soil cement over the geocomposite drainage layer? How do you plan to stage construction and protect embankment left exposed? What capabilities do you have for processing soil material? How would you manage site drainage to facilitate foundation preparation and embankment construction during the wet season? How would you approach control of surface water or groundwater in this contract over the long term? Will protection of the sand filter present any logistical issues for the cutoff wall construction? How will you protect the sand filter from vehicles tracking in unsuitable soil? Do you believe the period of performance is reasonable? Do you anticipate supply chain issues? How will you adequately supply labor for the project? Please be advised that the contractor must be able to provide as-builts of the finished work acceptable to the Government. All responses to this Source Sought Synopsis will be evaluated and used in determining acquisition strategy. NOTES: DO NOT SUBMIT A RESPONSE TO THIS SYNOPSIS IF YOU DO NOT INTEND TO BID ON THIS PROJECT. DO NOT SUBMIT PROPRIETARY AND/OR BUSINESS CONFIDENITAL DATA. To be considered small for the purposes of this Government procurement, a firm must perform WORK with its own PERSONNEL, equipment or equipment owned by another Small Business concern, at least 30 percent of the volume dredged. Submission Instructions: Interested parties who consider themselves qualified to perform the work associated with the subject requirement, are invited to submit a response to this Sources Sought Notice no later than 27 July 2023 at 12:00PM, Local Time. All responses under this Sources Sought Notice shall be sent to Mr. Timothy Humphrey via email at timothy.g.humphrey@usace.army.mil and Ms. Tedra Thompson at tedra.n.thompson@usace.army.mil. Prior Government contract work is not required for submitting a response under this sources sought synopsis. You must be registered in the System for Award Management (SAM), in order to be eligible to receive an award from any Government solicitation. To register, go to www.sam.gov. For additional information visit the website for the Federal Service Desk (www.FSD.gov) which supports SAM or contact them at 866-606-8220 for assistance.

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Other Heavy and Civil Engineering Construction

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