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This Sources Sought opportunity from Department Of Defense was posted on February 26, 2016. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Herbert Hoover Dike Rehabilitation, Reach 1, Cutoff Wall Gap Closure Palm Beach County, Florida

Closed
W912EP-16-Z-0009Federal

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.
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DEADLINE

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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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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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NAICS: 237990
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about 13 hours ago

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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.
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POSTED

about 18 hours ago

DEADLINE

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General Info

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

FL

Set-Aside

NONE

Documents

0

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Timeline

PhaseClosed
Posted

Sources Sought

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
Tedra N. ThompsonContract Specialist
Katrina L. DensonContracting Officer

Full Description

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SOURCES SOUGHT SYNOPSIS W912EP-16-Z-0009 Herbert Hoover Dike Rehabilitation, Reach 1, Cutoff Wall Gap Closure Palm Beach County, Florida This is announcement constitutes a SOURCES 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 has been tasked to solicit the interest of prospective offeror(s) for a potential fiscal year (FY) 2016 award of the aforementioned project. The purpose of this synopsis is to gauge interest, capabilities and qualifications of various members of the Small Business Community: Small Business, Small Disadvantaged Business (SDB), Small Business Association (SBA) Certified 8(a) Small Business, Historically Underutilized Business Zone (HUBZone), Service-Disabled Veteran-Owned Small Business (SDVOSB) and Woman-Owned Small Business (WOSB). The Government must ensure there is adequate competition amongst the potential pool of responsible contractors. **Additionally, we are conducting market research for subcontracting goals. If you are unable to meet the requirements of the synopsis as a prime contract but have the ability to perform as a potential subcontractor, please submit this information as well.** The proposed project will be a competitive, Firm Fixed Price (FFP) contract. The Jacksonville District anticipates the issuance of a Request For Proposal (RFP). No reimbursement will be made for any costs associated with providing information in response to said synopsis or any follow-up information requested. The Herbert Hoover Dike Cutoff Wall Gap Closure project is comprised of closing the gaps at existing structures S-308, S-352, S-351, S-2 and the Torry Island Bridge. The closure of the gaps is consistent with the 2000 MRR and the ongoing Dam Safety Modification Study. It is anticipated that conventional panel cutoff wall similar to the existing Reach 1 cutoff wall will be constructed across the majority of the open gap. This method of cutoff wall will be constructed by mixing the insitu soil with bentonite and cement to construct a panel of low permeability and low strength. At areas where a conventional panel wall cannot be constructed due to limited real estate, jet grout will be used. It is anticipated that the jet grout will be limited to less than 25 feet in length with a depth not deeper than the existing structure when constructing adjacent to a structure or existing Reach 1 panel wall. The jet grout will produce soil, cement and bentonite columns of low permeability and low strength. The jet grout method utilizes a high velocity stream of cement and bentonite slurry to erode the in-situ soils and to mix them thoroughly with the slurry. During the jet grout process, the overall fluid pressure is maintained at hydro-static pressure levels by maintaining an open borehole with continuous fluid return to the ground surface. This condition is required to prevent excess grout pressure build-up within the embankment. The columns would be placed in a line or geometric pattern that would produce a wall of the desired minimum thickness. The column diameters are expected to be in the range of 4 to 5 feet and will be placed in an overlapping or secant pile configuration to ensure that there will be no gaps in the completed wall section. The jet grout method is well-suited to making intimate contact with the existing structure walls or existing utility lines so that all seepage paths within the limits of the wall would be closed. Be advised, the final design has not been completed and may vary from the description identified above. NOTE: The project includes all work incidental to the construction of the aforementioned features and will have an estimated period of performance of 210 calendar days for construction and 90 calendar days for grass establishment. Responses to this Synopsis shall be limited to 10 pages and shall include the following information: 1. Company name, address, point of contact, phone number and e-mail address 2. Provide a brief description of the project to include: a. Capability to execute and/or manage construction projects of comparable scope, complexity and magnitude b. Customer name c. Timeliness of performance d. Dollar value of projects completed within the past 3-5 years (provide at least 3 examples. 3. Company shall identify their Small Business classification and Small Business Size Standard _ Small Business _ SDB _ 8(a) Small Business _ HUB Zone _ SDVOSB _ WOSB 4. Joint Venture information if applicable 5. A letter of current bonding capacity ($10,000,000.00 or higher) from an acceptable surety/bonding company both expressed in dollar value per contract and aggregate bonding capacity. NOTE: DO NOT SUBMIT A RESPONSE TO THIS SYNOPSIS IF YOU DO NOT INTEND TO BID ON THIS PROJECT. Responses to this Sources Sought Synopsis must be received no later than 2:00 pm, EST on 28 March 2016 and shall be sent to Ms. Tedra N. Thompson via email at Tedra.N.Thompson@usace.army.mil; or sent via mail to the attention of Tedra N. Thompson: 701 San Marco Blvd., Jacksonville, FL 32207. DO NOT SUBMIT PROPRIETARY AND/OR BUSINESS CONFIDENTIAL DATA. NAICS Code 237990 and the Small Business Size Standard is $36.5 million. The anticipated magnitude of construction is $10,000,000 - $20,000,000.00. *Per FAR 52.219-14, Limitations on Subcontracting, the prime contractor must perform at least 15% of the cost of the contract, not including the cost of materials, with its own employees for general construction-type procurement. EMAIL IS THE PREFERRED METHOD WHEN RECEIVING RESPONSES TO THIS SYNOPSIS. The official Synopsis citing the solicitation number will be issued on the Federal Business Opportunities website, www.fbo.gov on or about July 6, 2016 while we anticipated the issuance of the solicitation on or about July 22, 2016. Please Note: Prior Government contract work is not required for submitting a response under this sources sought synopsis. All interested firms must be registered in the System for Award Management (SAM) in order to be eligible to receive an award from any Government solicitation. For additional information visit the website for the Federal Service Desk (FSD.gov) which supports SAMS or contact them at 866-606-8220 for assistance.

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NAICS: 237990
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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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