Lacy Mechanical, Inc.

CourtArmed Services Board of Contract Appeals
DecidedJune 4, 2024
Docket63153
StatusPublished

This text of Lacy Mechanical, Inc. (Lacy Mechanical, Inc.) is published on Counsel Stack Legal Research, covering Armed Services Board of Contract Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Lacy Mechanical, Inc., (asbca 2024).

Opinion

ARMED SERVICES BOARD OF CONTRACT APPEALS

Appeal of - ) ) Lacy Mechanical, Inc. ) ASBCA No. 63153 ) Under Contract No. W912EF-16-D-0021 )

APPEARANCES FOR THE APPELLANT: Marisa M. Bavand, Esq. Emily A. Yoshiwara, Esq. Dorsey & Whitney LLP Seattle, WA

APPEARANCES FOR THE GOVERNMENT: Michael P. Goodman, Esq. Engineer Chief Trial Attorney Michaela M. Murdock, Esq. Engineer Trial Attorney U.S. Army Engineer District, Walla Walla

OPINION BY ADMINISTRATIVE JUDGE EYESTER ON THE GOVERNMENT’S MOTION FOR SUMMARY JUDGMENT

Lacy Mechanical, Inc. (Lacy) sponsors a pass-through claim by its subcontractor Global Diving & Salvage, Inc. (Global) alleging that the United States Army Corps of Engineers (Corps or government) breached Lacy’s task order when it failed to deliver safety cables with attached spelter sockets. 1 Lacy also alleges, under the theory of quantum meruit, that Global performed extra work at the Corps’ request with the expectation it would be paid and the Corps’ failure to pay is an unjust enrichment.

The Corps moves for summary judgment primarily arguing the breach claim is barred by accord and satisfaction or the related concept of release because a bilateral contract modification required Lacy attach additional sockets and spelter them. The Corps also argues Lacy cannot show an implied-in-fact contract exists to support

1 Neither party defines a spelter socket, although it is not strictly necessary for us to understand it to reach our conclusions. Our review of its use online and in the context of this dispute indicates that it is a socket attached to the end of a metal cable through a poured molten resin or alloy that affixes when it hardens. See Mechanical and Electrical Design for Lock and Dam Operating Equipment, 2-49 to 2-50, available at https://www.publications.usace.army.mil/Portals/76/Publications/EngineerM anuals/EM 1110-2-2610.pdf (last visited April 22, 2024). entitlement under the theory of quantum meruit. Based on the following, we grant the Corps’ motion for summary judgment.

STATEMENT OF FACTS FOR PURPOSES OF THE MOTION

Contract/Task Order Terms

In July 2016, the Corps awarded Lacy multiple award task order contract No. W912EF-16-D-0021 for operations, maintenance and construction activities in the Walla Walla district (R4, tab 4 at 457-58, 463). The contract incorporated by reference several clauses including Federal Acquisition Regulation (FAR) 52.242-14, SUSPENSION OF WORK (APR 1984), FAR 52.245-1, GOVERNMENT PROPERTY (APR 2012), and FAR 52.249-10, DEFAULT (FIXED-PRICE CONSTRUCTION) (APR 1984) (id. at 468). All awarded task orders were subject to the terms and conditions of the contract (id. at 471).

On October 22, 2019, the Corps’ Walla Walla district office issued a notice that the navigation lock at the Ice Harbor dam would be closed for maintenance from March 7-April 5, 2020 for a project (gov’t mot., ex. A). Subsequently, on January 22, 2020, the Corps awarded Lacy fixed-priced task order No. W912EF-20-F-8005 in the amount of $799,550 for removal and replacement of floating guide wall anchor cables at the Ice Harbor dam (R4, tab 6 at 758-59, 825, 863).

As background, a floating guide wall guides vessels into a lock chamber. For the guide wall pertinent to this appeal, there were two ends: one end was attached to the dam and the other end was attached by steel cables to two underwater anchors, which are actually steel blocks. One anchor is along the right bank of the river (landside or shoreline anchor), and one is on the river bottom, farther from the shore (riverside or offshore anchor). (App. resp., Yoshiwara decl., ex. E at 27) As the cables had deteriorated, Lacy was to disconnect and replace a total of four service and safety cables (R4, tab 5 at 511; app. resp., Yoshiwara decl., ex. E at 27). The attachment point of the shoreline anchor was easy to access, and no sediment removal was required (app. resp., Yoshiwara decl., ex. E at 27). With respect to the two cables attached to the offshore anchor, however, Lacy was to first remove the in-water sediment and debris to access the anchor (R4, tab 5 at 511). Accordingly, the task order included two contract line item numbers (CLIN)--CLIN 01 for excavation ($475,500) and CLIN 02 for cable replacement ($324,050) (R4, tab 6 at 759).

In addition, the task order included FAR 52.211-10, COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984), which set forth the following schedule for the cable replacement:

2 (2) Excavation (CLIN 0001) shall be completed no later than 29 February 2020.

(3) The cable removal and replacement (CLIN 0002) can only be performed during the scheduled Navigation Lock outage. The outage starts at 0600 on March 7, 2020 and ends at 2359 on April 5, 2020. With the exception of items (4) and (5) below, the Contractor shall complete all work required for this Contract not later than 1700 on April 3, 2020. . . .

(R4, tab 6 at 762) The task order required a pre-construction meeting where Lacy was to discuss its plan for executing the work (id. at 789). Once work began, Lacy was to hold daily briefings with the government on the project’s status, which included a three week look ahead for planned activities; changes to the schedule were to be recorded and included in the next scheduled update (id. at 790).

The task order also listed several items of government-furnished property. As relevant here, the Corps was to provide the replacement cables, which included two safety and two service cables each with galvanized open spelter sockets attached to the ends (R4, tab 6 at 767-68).

Lacy was to use a dive team, consisting of at least five members, to remove and replace the anchor cables (R4, tab 6 at 861, 863). Only one cable could be removed and replaced at a time (id. at 795). To perform the work safely, divers were to verify the riverside anchor sediment was removed before beginning cable replacement. To ensure adequate sediment removal at the riverside anchor, the dive supervisor was required to verify the excavation resulted in a slope to depth ratio of a minimum three feet horizontal for every one foot vertical (3:1 ratio). (Id. at 862)

Work Begins

Lacy entered into a subcontract with Global on January 24, 2020 to excavate, dredge and replace the anchor cables (R4, tab 1 at 311-12). The Corps issued the notice to proceed on January 27, 2020 (R4, tab 7 at 1002).

A January 29, 2020 meeting agenda to discuss the preliminary project schedule amongst Lacy and Global shows, as an open discussion/questions/concerns item, whether the dredge window could be extended beyond February 29 “to minimize down time between dredging and cable replacement. . . [to] prevent new debris from flowing/settling in and backfilling excavated cable” (app. resp., Lacy Project Manager (PM) decl., ex. C at 18). A January 29, 2020 initial schedule showed dredging from February 24-March 2, 2020, cable installation from March 9-18, 2020, and navigation

3 lock shutdown from March 9-April 3, 2020 (id., ex. B at 11). A January 31, 2020 schedule provided to the Corps through the resident management system 2 showed dredging from February 20-29, 2020, cable installation/replacement from February 27- March 13, 2020, and navigation lock shutdown from March 7-April 3, 2020 (id., ex. D at 27).

Global’s first day of dredging was February 22, 2020 (R4, tab 23 at 1042). Two days later, on February 24, 2020, the Corps asked Lacy to price a modification for the installation 3 of eight spelter sockets instead of four (R4, tab 13 at 1016-1018). That same day, Global sent Lacy an estimate from another contractor for spelter socket installation in the amount of $12,600, which would be performed at a facility in Longview, WA “for maximum efficiency and quality control. It is anticipated that one socket can be poured per day” (app. supp.

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