General Construction Company v. Public Utility District No. 2

380 P.3d 636, 195 Wash. App. 698
CourtCourt of Appeals of Washington
DecidedSeptember 1, 2016
Docket32305-6-III
StatusPublished
Cited by7 cases

This text of 380 P.3d 636 (General Construction Company v. Public Utility District No. 2) is published on Counsel Stack Legal Research, covering Court of Appeals of Washington primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
General Construction Company v. Public Utility District No. 2, 380 P.3d 636, 195 Wash. App. 698 (Wash. Ct. App. 2016).

Opinions

Korsmo, J.

¶1 We granted discretionary review of this unduly convoluted and overly lawyered1 action at the request of the Grant County Superior Court in order to determine if the doctrine of quantum meruit recognized in Bignold v. King County, 65 Wn.2d 817, 399 P.2d 611 (1965), still has application after the decision in Mike M. Johnson, Inc. v. Spokane County, 150 Wn.2d 375, 78 P.3d 161 (2003), upheld contractual notice and waiver provisions in government construction contracts. In the published portion of this case, we conclude that Bignold remains viable after Johnson for matters not included within the contract and affirm the trial court’s rulings on that point. In the unpublished portion, we affirm the majority of the trial court’s remaining summary judgment rulings, reverse some, and remand this interlocutory appeal for trial.

FACTS2

¶2 This case arises from a contract to build a fish ladder into the Wanapum Dam on the Columbia River immediately south of Vantage, Washington. The dam was built [701]*701between 1959 and 1963, and required the abandonment of the former Vantage town site and its relocation above the new high water levels. The dam was constructed for Public Utility District No. 2 of Grant County (PUD).

¶3 The dam was built with 16 intake units designed to house large, power-generating turbines. Six of those units were left open for future expansion of the dam’s power-generating capacity. The dam was designed as a “gravity dam” that is built to withstand upstream water pressure by its own weight. Thirteen anchor tendons help support each of the expansion units of the dam since those units do not have sufficient weight to withstand the water pressure. The anchor tendons consist of steel cables anchored into the upstream bedrock.

¶4 In the early 2000s, PUD decided to construct a fish bypass in Unit 11, an expansion unit containing three separate slots. It then contracted with an independent firm, Jacobs Engineering, to do some preliminary analysis in anticipation of soliciting bids for the project. Jacobs Engineering produced a series of reports analyzing general, presumptive methods of construction. Based on those reports, PUD produced and disseminated bid specifications. General Construction Company (GCC) and other potential bidders met with Jacobs Engineering to go over that material in preparation for bidding.

¶5 Ultimately, PUD awarded the contract to GCC to perform “all work necessary for the Construction of Wana-pum Future Unit Fish Bypass.” Clerk’s Papers at 19583. The nearly 430 page contract contains many provisions relevant to this litigation. Among the most pertinent to this opinion are provisions that (1) made the overall project engineer the primary contact person between GCC and PUD, (2) allowed the engineer to approve or direct minor changes to the construction process, (3) required PUD management approval for changes costing more than $10,000, (4) required all change requests from GCC be in writing if payment was expected for the change, (5) and [702]*702stated that GCC’s failure to submit a written request for damages within ten days waived the right to payment for those damages.

¶6 Regulations promulgated by the Federal Energy Regulatory Commission (FERC) require periodic inspection of dams by independent consultants to analyze potential and actual deficiencies. 18 C.F.R. § 12.32. Pursuant to this requirement, PUD periodically contracted with independent engineering firms to conduct potential failure modes analysis of the dam (PFMA). As a result of the periodic analyses, PUD and FERC constantly monitored the dam for any signs of failure. The most recent analysis prior to the fish bypass project was conducted in late 2004 by Acres International.

¶7 Since at least the mid-1980s, PUD and FERC have been aware that the anchor tendon construction method may result in the anchors becoming weakened by the corrosive effects of water. Consequently, the PFMAs have all assessed this possibility and its repercussions. Because of the severity of the consequences, FERC classified this potential failure mode as a “Category I: Highlighted Potential Failure Modes.” However, they have been unable to ascertain the likelihood that any corrosion has in fact occurred.3 Following completion of the project, GCC obtained these reports from FERC through a Freedom of Information Act request. 5 U.S.C. § 552.

¶8 Just as no plan of battle survives first contact with the enemy,4 it appears no plan of construction survives first contact with the elements. Accordingly, original plans must be revised to address the changed conditions. That was certainly [703]*703the situation with the Wanapum Dam fish ladder project. Change was constant; the building process saw numerous changes to the projected course of the construction. For instance, although the PUD had anticipated the three slots in Unit 11 would be worked on sequentially, GCC bid the contract to work on the first two slots simultaneously and commenced work according to that approach.5 However, when Unit 11 moved during construction, tilting very slightly before stabilizing, the engineer ordered GCC to cease simultaneous work and proceed sequentially, delaying the project and driving up GCC’s expenses. Many additional changes, some formally requested by GCC and some not, as well as changes directed by the engineer, occurred. GCC also did not submit timely damage claims on some of the changes. Under a partial settlement reached in 2007 during the construction, PUD paid GCC extra for some changes and denied payment for others.

¶9 After the project was completed, GCC initiated this litigation addressing the damage claims that were not resolved by the settlement. Ultimately, the matter was assigned to the Honorable John Knodell. Over the course of several years, the parties argued the motions at issue in this appeal. By well-analyzed and thoughtful rulings, the trial court eventually granted partial summary judgment to PUD on several of GCC’s damages claims and denied summary judgment on other claims. Similarly, GCC sought to challenge some of the factual bases for the contract and establish that PUD had waived compliance with the contract’s notice provisions; those efforts failed.

¶10 Nonetheless, the trial court was concerned with the question of how strictly to apply the notice and claim provisions of the contract, with particular concern over whether PUD had to establish prejudice in order to rely on the notice and claim provisions. To that end, the trial court [704]*704urged this court to grant review in order to resolve that specific legal contention and certified its partial summary judgment rulings for appeal. This court granted both PUD’s motion for discretionary review and GCC’s cross motion. The matter eventually proceeded to oral argument.

ANALYSIS

¶11 The parties understandably frame their arguments under expansive readings of the case most favorable to their position, with PUD emphasizing Johnson and GCC relying on Bignold.

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Cite This Page — Counsel Stack

Bluebook (online)
380 P.3d 636, 195 Wash. App. 698, Counsel Stack Legal Research, https://law.counselstack.com/opinion/general-construction-company-v-public-utility-district-no-2-washctapp-2016.