This Government Contract opportunity from Department Of Energy was posted on June 11, 2026. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Trench and Pavement Backfilling with Compaction

Closed

Federal

Submission Closed06/19/2026, 12:00:00 AM UTC

Contract Overview

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

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NAICS: 238990

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The Ruby Creek Park and Ride Construction project involves the development of a fully operational 273-stall park and ride facility located near the intersection of SW Sedgwick Road and Sidney Road SW in Port Orchard, Washington. Managed by James W. Fowler Co. for Kitsap Transit, the scope of work includes the construction of the parking lot along with essential infrastructure such as bus shelters, a ticketing kiosk, restrooms, passenger vehicle chargers, and inductive bus chargers. Additional requirements encompass the installation of stormwater piping, CCTV, lighting, utilities, and landscaping. This solicitation is designated as a Small Business set-aside under NAICS code 238990, with a response deadline of September 30, 2026. James W. Fowler Co. is actively seeking subcontractor and supplier pricing across multiple trades and is emphasizing the participation of minority, women, and disadvantaged business enterprises. To support these firms, the prime contractor is offering assistance in securing bonding, insurance, and necessary equipment, while also encouraging the use of apprentices. Detailed plans and specifications for the project are available through the James W. Fowler website.

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Beaufort County Procurement Services has issued Invitation for Bid IFB 102026 for the inspection, repair, and resurfacing of the tennis and pickleball courts at Shell Point Park in Beaufort, South Carolina. The project is necessitated by safety concerns and structural damage caused by root intrusion. The scope of work includes site preparation, demolition, and the application of a multi-layer sports surfacing system with a specific color scheme of blue in-bounds, light blue non-volley, and green out-of-bounds areas. Additionally, the contractor must install new pickleball net posts, center anchors, and nets for two courts, ensuring all work meets USAPA standard specifications for texture, slip resistance, and dimensional requirements. Bids must be submitted electronically by 2:00 pm on October 20, 2026. The award will be based on a formal sealed bid process, typically favoring the lowest responsive and responsible bidder. Requirements for submission include a bid bond for at least five percent of the total bid, and the awarded contractor must provide performance and payment bonds equal to one hundred percent of the contract amount. The project must be completed within 180 calendar days from the Notice to Proceed. Contractors are required to comply with Title VI of the Civil Rights Act and must provide a Proposed Utilization Plan for Small and Minority Business Enterprise participation unless they are self-performing one hundred percent of the work. Payment is structured monthly at ninety percent of the cost of work in place, subject to approval by the County Representative.

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AI Contract Overview

This contract involves backfilling trenches and pavement subgrades using approved soils, which must comply with specific compaction levels ranging from 87 to 95 percent. Additionally, the moisture content of the soil must be maintained within a narrow range of 1 to 3 percent above the optimum level to ensure proper compaction and stability. The work takes place in Menlo Park, with the Department of Energy's SLAC National Accelerator Laboratory as the contracting agency. The contract is categorized under NAICS code 238990, indicating specialized trades related to excavation and backfilling. It is a subcontract opportunity posted on June 11, 2026, with responses due by June 19, 2026. The contract emphasizes quality control in soil preparation to meet the strict engineering requirements necessary for trench and pavement integrity in a technical facility environment.