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This Government Contract opportunity from Department Of Defense was posted on June 28, 2013. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

Y--Mouth of the Columbia River (MCR), South Jetty Dune Stabilization

Awarded
W9127N-13-R-0012Federal

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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The Town of Hingham, Massachusetts, is soliciting sealed bids for the construction of eight new pickleball courts at the Carlson Field Athletic Complex located at 28 Bare Cove Park Drive. This fixed-price lump sum project has an estimated construction cost of $1,300,000. The scope of work includes site preparation such as the removal of trees, shrubs, and stumps, re-grading the site, and the installation of the courts, posts, nets, walkways, benches, shade shelters, and ADA pathways. Additionally, the contractor is responsible for a new asphalt parking lot and the installation of solid AF-6 Acoustifence Panels around the entire perimeter for sound attenuation. The contractor must coordinate with the Town and the demolition contractor, Pasquazzi Bros, Inc., and is responsible for maintaining construction fencing and erosion control throughout the project duration. The contract will be awarded to the lowest responsible and eligible bidder who possesses at least seven years of experience constructing sports courts or paved athletic facilities. Bidders must submit their proposals electronically via the OpenGov portal by November 3, 2026, including a 5% bid security and a Statement of Qualifications with at least three similar public project references. Awarded contractors must provide a payment bond equal to 50% of the total project cost and adhere to Massachusetts prevailing wage laws, OSHA regulations, and the Massachusetts Building Code. The project includes a minimum one-year warranty for labor and a two-year warranty for materials. Final payment is contingent upon the submission of AIA affidavits for the payment of debts and release of liens.
Recreation

POSTED

about 4 hours ago

DEADLINE

in 5 days
NAICS: 237990
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Pre-Qualification For Construction Of Park, Recreation & Libraries Parks And Facilities For 2027
Solicitation # 13-202
Solicitation 13-202 is a pre-qualification process issued by the City of Roseville, California, for the construction of park, recreation, and library facilities scheduled for 2027. The objective is to identify qualified contractors with the capacity and experience to execute new park construction and rehabilitation projects. Interested parties must submit their pre-qualification packages via email to the City Clerk’s Office by 3:00 p.m. on November 23, 2026. Submissions are limited to 25 megabytes and must include a signed questionnaire, DIR registration for all contractors and subcontractors, and current workers' compensation certificates of insurance. To achieve pre-qualified status, applicants must meet essential qualifications, including a valid California Contractor's license and specific insurance limits of 1,000,000 dollars per occurrence and 2,000,000 dollars aggregate. Experience requirements mandate the completion of at least six new park construction projects for public agencies within the last three years, with a maximum of three rehabilitation projects allowed toward this total. Financial solvency is verified through third-party credit checks, where a score of 650 or less may lead to disqualification. Evaluation also considers compliance with California apprenticeship laws, Davis-Bacon prevailing wage requirements, and CAL OSHA safety standards.
City of Roseville, Parks, Recreation & Libraries Department (PRL)

POSTED

about 4 hours ago

DEADLINE

in 25 days

AI Contract Overview

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The South Jetty Dune Stabilization project, managed by the Department of Defense and the Endist Portland office, involves the construction of a dynamic revetment on Clatsop Spit at the north end of Ft. Stevens State Park in Clatsop County, Oregon. This effort aims to restore a severely deteriorated foredune that protects Trestle Bay from storm-induced overtopping. The project requires building a revetment to an elevation of +22 feet NAVD88 with a crest width of approximately 65 feet and an oceanside slope of 1v:5h. Technical requirements include excavating sand to a depth of 5 to 8 feet to establish a foundation toe between +9 and +11.6 feet NAVD88, with the excavated material replaced along the oceanside face following approval. To manage high tides, storms, and groundwater levels, construction must be performed incrementally in segments of 100 to 200 feet, ensuring each section is completed before the next begins. All work must strictly adhere to environmental restrictions to protect the surrounding coastal ecosystem.

General Info

Contract Value

$1,798,087.75

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

OR, USA

Set-Aside

NONE

Award Issued Date

Documents

0

No documents available

Documents will appear here when they are available.

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Timeline

5 updates
PhaseAwarded
Posted

special-notice

Notice updated

The notice description changed.

Notice updated

Notice details unchanged. Attachments may have changed.

Notice updated

Notice type changed from Special Notice to Presolicitation. Response deadline added: Jun 18, 2013. The notice title changed. Set-aside added: Total Small Business Set-Aside (FAR 19.5). The notice description changed.

Notice updated

The notice description changed.

Notice updated

The notice description 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 → W071 Endist Portland
ContactsNo contacts available
OfficePORTLAND, OR, 97204-3495, USA
Office AddressPORTLAND, OR, 97204-3495, USA
ContactsNo contact information available

Full Description

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Construct a dynamic revetment to an elevation +22 feet NAVD88. The crest width of the dynamic revetment will be approximately 65 feet. The oceanside face of the dynamic revetment will be constructed at a slope aspect of 1v:5h, from the crest breakpoint to where the slope intersects the foundation grade (toe). The landside face of the dynamic revetment will abut with the existing foredune face. The base (foundation toe) of the dynamic revetment will be constructed at +9 to +11.6 feet NAVD88 as shown on the drawings. The depth of sand excavation needed to achieve the dynamic revetment foundation grade is expected to be 5- to 8-feet. Replace the excavated sand along the oceanside face of the dynamic revetment, after the final grade line of the revetment has been approved by the COR. Construction shall meet all environmental restrictions. Construct incrementally in 100- to 200-foot long segments or as needed to accommodate sequencing with high tides, storms and affected groundwater levels along the presently degraded foredune. Each segment shall be completed before significant work on the next adjoining segment is initiated. BACKGROUND The foredune south of the South Jetty is in a condition of advanced deterioration. The initial foredune (1970's) had a crest elevation of 30-40 feet NAVD, and 50-100 foot crest width. The foredune, as a result of erosion by winter storms, is now a relatively narrow feature on an otherwise flat, low-elevation area adjacent to a tidal marsh. The high-crested foredune prevents storm-induced overtopping and protects the narrow strip of low-lying land that is separating the ocean from the jetty lagoon called Trestle Bay. Between 2003 and 2007, the concave shoreline area receded approximately 40 feet, further reducing the protective ability of the foredune. Presently, the foredune crest has been reduced to less than 25 feet NAVD along much of the project's 1,100 foot reach. LOCATION This work is located on Clatsop Spit on the north end of Ft. Stevens State Park, in Clatsop County, Oregon, near the cities of Warrenton, Hammond, and Astoria.

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Plumbing, Heating, and Air-Conditioning Contractors

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DEADLINE

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NAICS: 237990
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POSTED

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DEADLINE

in 21 days
View Details

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