Shiloh Const. Co., Inc. v. Mercury Const. Corp.

392 So. 2d 809, 1980 Ala. LEXIS 3233
CourtSupreme Court of Alabama
DecidedOctober 3, 1980
Docket78-779, 78-779X
StatusPublished
Cited by52 cases

This text of 392 So. 2d 809 (Shiloh Const. Co., Inc. v. Mercury Const. Corp.) is published on Counsel Stack Legal Research, covering Supreme Court of Alabama primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Shiloh Const. Co., Inc. v. Mercury Const. Corp., 392 So. 2d 809, 1980 Ala. LEXIS 3233 (Ala. 1980).

Opinions

Shiloh Construction Company, Inc., appeals from orders of the trial court dismissing its claim based upon breach of contract and requiring remittitur as a condition to the overruling of the motion for new trial of Mercury Construction Corporation; and from that order which set aside the jury verdict and judgment based thereon and granted Mercury's motion for new trial.

Mercury cross-appeals, contending the trial court erred by allowing Shiloh to proceed to trial on its claim based upon fraud.

Shiloh is a Texas corporation, the principal business of which is concrete construction. It is owned and operated by Wendell Halpin and Thomas H. Vanderventer.

Mercury Construction Corporation is a general contractor. It was awarded a contract with the United States Army Corps of Engineers for construction of two trainee barracks on the military reservation at Fort McClellan, Alabama. The Corps of Engineers issued plans, specifications, and amendments thereto, to prospective bidders. Mercury estimated prices for the work and obtained quotations from certain subcontractors in order for them to bid on subcontract work.

Shiloh's first contact with Mercury was after Mercury had been awarded the Fort McClellan construction contract. A few days after 4 July 1976 Mr. Halpin of Shiloh contacted Mercury's senior estimator, Mr. Charles Jones, in Montgomery, expressed an interest in submitting a bid for the concrete subcontract on the Fort McClellan barracks, and made an appointment to pick up a copy *Page 811 of the plans and specifications two days later.

When Halpin picked up the plans and specifications at Jones's office he was given a set that did not contain certain amendments thereto which had previously been made by the Corps of Engineers. Jones, at that time, had in his office at Mercury, for his own use, a set of plans and specificationswhich did contain the amendments. When properly amended and posted, the plans and specifications are conspicuously marked to show that the amendments were included. The set given Halpin for the purpose of Shiloh preparing its bid was not so marked.

Halpin used those unamended plans and specifications to compute Shiloh's original bid of $833,000 for the concrete subcontract of the Fort McClellan project. In August 1976, on the basis of its bid, Shiloh was invited to Mercury's field office at Fort McClellan to negotiate a contract.

At these negotiations, Halpin and Vanderventer represented Shiloh. Mercury was represented by Jones, Bobby Head, its senior construction manager, Charles Jordan, its Fort McClellan project manager, and Joe Potter, an engineer assigned to the field office to assist Jordan.

Although Mercury offered some evidence to the contrary, there was testimony that Shiloh's negotiators brought to the negotiations, and had in plain view of Mercury's negotiators, the unamended plans and specifications supplied them by Mercury. The fact that the plans and specifications there present were not amended was conspicuous from the absence of a stamp on the front of them indicating the amendments had been posted. There was also testimony that one of Shiloh's negotiators questioned whether there were addenda containing amendments to the plans and specifications in Shiloh's possession. Head, of Mercury, responded by stating: "* * * they are darn sure in there."

The evidence shows that during the negotiations Shiloh was promised the job would follow the Critical Path Method and "that everyone would be out of our way, no one would hold us up in any way, we could get our crews out there, a minimum number of people, and do our work and our production orders and there would be no hold up." The Critical Path Method (CPM) of scheduling construction work utilizes a flow chart showing the work to be performed and the sequence in which it is to be performed. It is used to achieve a smooth and continuous flow of work and to assure completion of the project at a designated time.

Shiloh was induced to lower its bid price for capillary fill, a crushed rock subsurface for concrete floors, based on assurances by Mercury's Jordan that the CPM would allow Shiloh to spread the capillary fill by truck before structural steel was erected. In fact, structural steel was allowed to be erected before Shiloh spread the capillary fill and as a result Shiloh was forced to spend additional money on manual labor.

The negotiations were concluded and culminated with an agreement that Shiloh would do the concrete work for the sum of $794,000, whereupon, Shiloh employed John Ingram as job superintendent and directed him to begin hiring men and acquiring equipment. Actual work at the job site commenced some time shortly before 18 August 1976. At this time, Mercury supplied Ingram with full size field plans which included the amendments. About a week and a half later, Halpin, one of Shiloh's principals, questioned Ingram about discrepancies in the work being performed and the specifications set out in the plans and specifications used by Halpin to work up Shiloh's bid. At this time Halpin discovered the plans and specifications supplied Shiloh for construction differed from those supplied Halpin for bidding the job. He discussed this discrepancy with Jordan, who promised that Mercury would pay for any extra work done as a consequence of the differences in plans and specifications. Shiloh stayed on the job and continued its work according to the amended specifications.

During the course of the work, Jordan, as project manager of Mercury, the general contractor, prepared weekly work schedules. *Page 812 Under these schedules Shiloh was required to make numerous small-volume pours of concrete which were tedious and labor consuming; therefore, costing more per yard of concrete poured than large-volume pours. There was evidence the job was run in an uncoordinated fashion with subcontractors scheduled so that they were in each other's way. Also, men and tools had to be shifted from place to place and caused to perform smaller and more tedious tasks.

On 14 June 1977, Jordan directed a Mercury employee to padlock Shiloh's office trailer located at the job site. Although Mercury claimed Mercury abandoned the job, there was evidence that the only remaining work consisted of large-volume pours and that two weeks before the padlocking Shiloh had contracted with one Ladson Boozer, a local concrete subcontractor, to perform the remaining work under its contract.

We think it significant regarding Mercury's motives and intent to note that several of Shiloh's workers were hired by Mercury after Shiloh was locked out and Mercury contracted with Boozer to do the remaining work at the same price Boozer had agreed upon with Shiloh and after one of Shiloh's crew leaders had been questioned by Mercury about the qualifications of several of the workers a day or two before the trailer waspadlocked. Two of Shiloh's workers testified that Mercury asked them to work for it a week before the lockout.

Ingram, Shiloh's job superintendent, testified he told one of Mercury's supervisors at some time from two days to a week before the trailer was padlocked that Shiloh had subcontracted with Boozer for the remaining concrete work. Ingram was questioned about the contract price with Boozer and when he stated that price Mercury's representative said it was a good one.

After the padlocking, Ingram was in Mercury's project manager's office where he heard Jordan say to someone on the telephone with reference to the Shiloh contract: "I know when to pull a subcontract and make money off of it."

Under the evidence the jury could have found definite calculable losses suffered by Shiloh to be in a dollar amount aggregating $93,855.50.

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Bluebook (online)
392 So. 2d 809, 1980 Ala. LEXIS 3233, Counsel Stack Legal Research, https://law.counselstack.com/opinion/shiloh-const-co-inc-v-mercury-const-corp-ala-1980.