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This Government Contract opportunity from Department Of Defense was posted on June 2, 2010. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Buffalo CDF 4 Repair

Awarded
W912P4-10-R-0005Federal

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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POSTED

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DEADLINE

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Seaview Vehicular Beach Access Ramp Reconstruction Project
Solicitation # 26-B-128CW
The Seaview Vehicular Beach Access Ramp Reconstruction Project, solicitation number 26-B-128CW, is an invitation for bid issued by Volusia County, Florida, to restore beach access at Seaview Avenue in Daytona Beach following destruction by Hurricane Ian. The project scope includes the demolition of damaged infrastructure and the construction of a new reinforced and unreinforced concrete vehicular ramp, a pedestrian sidewalk, curbing, and a composite sheet pile bulkhead with a concrete cap. The estimated construction cost is 1,213,413.00 dollars, with bids due electronically by November 5, 2026. Award will be granted to the lowest responsive and responsible bidder based on price, verified references, and demonstrated experience with similar projects. The project is subject to strict regulatory and technical requirements, including a Florida Department of Environmental Protection coastal construction permit that mandates specific protections for turtle nesting and lighting restrictions. Contractors must comply with FDOT traffic control standards, OSHA safety regulations, and federal provisions including the Davis-Bacon Act and E-Verify. Required deliverables include a payment and performance bond, comprehensive insurance coverage, and an as-built survey. Contract administration involves a 30-day payment cycle for undisputed invoices and a specific sales tax exemption procedure for materials. The County maintains the right to inspect all finished work, providing the contractor 20 days to remedy any punch list items before final acceptance.
Coastal

POSTED

about 11 hours ago

DEADLINE

in 7 days

General Info

Contract Value

$2,654,419.5

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

Buffalo Harbor, BUFFALO, NY, 14207, USA

Set-Aside

NONE

Award Issued Date

Documents

7

W912P4-10-R-0005 Confined Disposal Facility 4 Repair

PDF, High priority: read this firstrfp
High

Bid+opening+date+will+be+postponed+until+April+14.docx

DOCX

CDF-4+Ques.docx

DOCX

CHANGES+TO+SPECIFICATIONS+FOR+BUFFALO+CDF+4REPAIR+%282%29+doc.docx

DOCX

CHANGES+TO+SPECIFICATIONS+FOR+BUFFALO+CDF+4REPAIR.docx

DOCX

Questions.docx

DOCX

Responses+to+Questions+From+Bidders+doc.docx

DOCX

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Timeline

7 updates
PhaseAwarded
Posted

Presolicitation

Notice updated

Response deadline added: Apr 7, 2010. The notice description changed.

Notice updated

Notice details unchanged. Attachments may have changed.

Notice updated

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Notice updated

The notice description changed.

Notice updated

The notice description changed.

Notice updated

Notice details unchanged. Attachments may have changed.

Notice updated

Notice details unchanged. Attachments may have changed.

Type Changed

Presolicitation → Solicitation

Awarded

Contract was awarded

Submission Closed

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Organization & Contact Information

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AgencyDepartment Of Defense → W072 Endist Buffalo
Contacts2 people available
OfficeBUFFALO, NY, 14202-0000, USA
Office AddressBUFFALO, NY, 14202-0000, USA
Contacts

Full Description

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Estimated cost of project is between $1-5 Million The purpose of the project is to repair portions of the Buffalo Confined Disposal Facility #4 (CDF 4), perimeter dike. CDF 4 is located in Buffalo Harbor, NY and is situated in the outer harbor, adjacent to Lake Erie. It is designed to contain sediment dredged from the federal navigation channel within the harbor. The CDF consists of a perimeter dike which is constructed of sheetpile, core/filter stone and armor stone which serves to contain sediments within the facility and to protect the contained materials from waves, storms, and lake currents. The proposed work consists of repairing nine reaches of the perimeter dike totaling approximately 640 lf. Repairs will consist of grouting the voids within the stone of the perimeter dike adjacent to and on the CDF side of the sheet pile. The intent of the grouting is to re-establish a physical barrier near the center of the dike in areas where some of the sheet pile has shifted vertically and separated from the underlying filter stone. The grout must be placed to fill the voids in the dike stone in an area about 4' wide by 12.5' vertically. Grouting will start at the base of the armor stone and proceed downward through a 5-foot layer of underlayer stone, a 2.5-foot layer of core stone and extend about 5' into the filter stone. The Contractor will be responsible for providing a grout and grouting system to fill the voids as specified and verify that the installed material has adequately met contract requirements. Work will also include welding of some sheet pile interlocks. Prior to actually grouting the wall, the contractor will construct a test section where a replica of the wall is built, flooded with water, grouted, pumped out, and broken down to test contractors grout mixture. The work will likely require that all work be performed from floating plant. The plant may be located inside or outside the CDF perimeter. It is anticipated that a drill rig will be used to core through the dike stone to provide access for the grouting operation.

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