Action Engineering v. Alumina

18 V.I. 485, 1981 WL 704998, 1981 U.S. Dist. LEXIS 12412
CourtDistrict Court, Virgin Islands
DecidedJune 2, 1981
DocketCivil No. 77-12
StatusPublished
Cited by1 cases

This text of 18 V.I. 485 (Action Engineering v. Alumina) is published on Counsel Stack Legal Research, covering District Court, Virgin Islands primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Action Engineering v. Alumina, 18 V.I. 485, 1981 WL 704998, 1981 U.S. Dist. LEXIS 12412 (vid 1981).

Opinion

CHRISTIAN, Chief Judge

MEMORANDUM OPINION

I

This contract action was tried to the Court sitting without a jury. On the basis of the facts found and the applicable law, as set forth below, the Court finds that defendant Martin Marietta Alumina (hereinafter “MMA”) breached its contract with plaintiff Action Engineering (hereinafter “Action”). Relief will be in the form of restitution.

II. STATEMENT OF FACTS

This case arises from a contract to construct two bulk lime holding silos at the MMA processing plant on St. Croix. MMA had encountered a variety of problems with its small bag lime handling process. In early 1976 a bulk handling process was conceived and approved, and the bidding process was begun. (T. McColgin.)

MMA engaged an engineering firm to draw up the specifications for the lime silos. MMA included these specifications in its bid invitation. The terms of the invitation, to the extent here involved, called for a bid encompassing: working plans drawn to MMA’s specifications, fabrication of the required material, transportation of the material to the site and erection of the two silos. (T. McColgin and Gale.)

Action Engineering was a construction firm organized to handle work on St. Croix. The company president, Gene Gale, resided in St. Thomas. The St. Croix supervisor was one James Johnson. Action [489]*489received MMA’s bid package and prepared a bid. This preparation entailed several site inspections, several conferences and consultation with Plant City, a steel fabrication concern. On March 19, 1976, Action submitted its bid. (Def. ex. A.) Subsequently, on April 19, 1976, Action submitted a second bid, reflecting an increase of approximately $5,000.00. The second bid was for $212,863.00 (def. ex. A) (T. Gale and McColgin).

On April 29, 1976, a conference was held between representatives of MMA, MMA’s engineers and Action. At this meeting a tentative contract was discussed. Action explained the $5,000 increase in its second bid (higher quality paint). Certain changes were made in the MMA project specifications: nozzles were relocated and steel was added to various catwalks. These changes were recorded in a revised drawing. (T. McColgin and McGowan; def. ex. C.) There was testimony that Action recognized that these revisions would increase the contemplated costs of materials, but that Action, it seems, decided to absorb this cost increase. (Def. ex. C; T. McGowan.) It is clear that the revisions were intended to be a part of the contract specifications and were properly incorporated therein. The parties agreed to the terms of the contract at this meeting.

On May 10, 1976, MMA issued a purchase order accompanied by “General Terms and Conditions for Construction Contracts” (def. ex. B). As of that date these two documents comprised the written contract between Action and MMA. The contract price was $212,863.00. Included among the terms were the following:

Item 2: required that the contractor submit a work schedule to the owner, for the owner’s approval and provided that “contractor recognizes and agrees that time is of the essence in this contract”
Item 7: provided that “If in owner’s opinion, contractor fails to ... work ... on schedule . . . owner shall have the right. .. to terminate this contract forthwith . ..”

Problems developed with the working plans submitted by Action and prepared by its consultant, Plant City Steel. As per the contract, these plans were subject to the approval of MMA’s engineers. At a meeting in Florida, MMA’s engineers informed Action and Plant City that certain changes had to be made in order to conform the plans to contract specifications. These changes resulted in an increase in the amount of steel originally estimated by Plant City. The parties, at this meeting, also discussed several other factors which had increased the estimated amount of steel required: the [490]*490revisions agreed upon in the April 29, 1976, meeting, miscalculations in the rough estimates made by Plant City and engineering errors made by Plant City. MMA did not agree to assume any of the increased costs but did state that a detailed list of extras involved should be submitted and that MMA would consider whether remuneration was justified (def. ex. D & E; T. McGowan).

Delays developed in the construction of the silos. Two conflicting stories were presented as to the cause of these delays.

On the one hand MMA urges that construction delays resulted from Action’s choice of an “off-site sub-assembly” method of construction. (T. McColgin and Wilcox.) On the other hand Action insists that the concededly inefficient “off-site sub-assembly” construction method was forced on it by MMA’s failure to provide both silo foundations on September 23, 1976, as required by the construction schedule.1 (T. Gale; def. ex. F.) The facts indicate that the inefficient construction method was indeed the chosen approach of Action’s St. Croix supervisor, James Johnson, and not the result of the staggered availability of the silo foundations. One basis for this conclusion is a letter from Johnson to MMA on August 27, 1976 (pi. ex. 1). This letter states that “jig preparation and preliminaries shall start the first week of September” (emphasis added). One of the distinguishing features between the construction method used and the construction method which Action claims to have been forced to abandon, is that the former requires the use of a “jig”,2 while the latter does not.

Indeed, Action states that the allegedly imposed “off-site sub-assembly” construction method had the following negative effect: “jigs and forms not otherwise required were made necessary”. (Plaintiff’s proposed finding of fact 10(C).) On August 27, 1976, Johnson had no way of knowing whether both silo foundations would not be completed as scheduled on September 23, 1976, nevertheless Johnson refers to the use of jigs which Action concedes were distinctive to the “off-site sub-assembly” construction method. More impor[491]*491tant to the finding that the off-site construction method was not the result of MMA’s delinquence in site preparation is the fact that Action never abandoned the off-site method. When the second foundation became available in mid-October, Action did not switch to the more efficient construction method which, it insists, MMA’s delays had caused it to abandon. Indeed on December 1, 1976, work was still being done by the off-site sub-assembly method. (T. Gale & Wilcox.)

By October 19, 1976, Action’s work was decidedly behind schedule. On that date Johnson wrote two letters to MMA, attributing this situation to MMA’s tardiness, and stating that construction would remain five weeks behind schedule. (Def. ex. J and K.) The original construction schedule had called for Action to complete its work on November 1, 1976. That date went by, however, and the work was, as we have noted, far from completion.

On November 10, 1976, Action sent MMA a revised schedule for completion of the two silos (def ex. C). It specified what work was to be done in each of the upcoming weeks, with work completion projected for December 25, 1976. MMA accepted the revised schedule (Wilcox).

On December 1, 1976, without prior notice, MMA informed plaintiff that their contract was terminated (def. ex. M; T. Gale), and ordered plaintiff to leave the site.

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Bluebook (online)
18 V.I. 485, 1981 WL 704998, 1981 U.S. Dist. LEXIS 12412, Counsel Stack Legal Research, https://law.counselstack.com/opinion/action-engineering-v-alumina-vid-1981.