Boohaker v. Trott

145 So. 2d 179, 274 Ala. 12, 1962 Ala. LEXIS 459
CourtSupreme Court of Alabama
DecidedSeptember 20, 1962
Docket8 Div. 103
StatusPublished
Cited by29 cases

This text of 145 So. 2d 179 (Boohaker v. Trott) 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
Boohaker v. Trott, 145 So. 2d 179, 274 Ala. 12, 1962 Ala. LEXIS 459 (Ala. 1962).

Opinion

HARWOOD, Justice.

The complaint below was in a single common count and claimed $1365.00 for work and labor done.

The defendant filed a sworn plea questioning the jurisdiction of the court below. A demurrer to this plea being sustained, issue was joined on a plea of the general issue, and an additional plea in short by consent, with leave, etc.

The action of the court in sustaining the plaintiff’s demurrer to the sworn plea going to the jurisdiction of the court below is not raised in this appeal.

The evidence shows that the defendant below, who is the appellant here, and who for convenience will hereinafter be referred to as the defendant, had been awarded a contract for the construction of Monte Sano school in Huntsville.

In turn, the defendant entered into a subcontract with the plaintiff below for the installation of the plumbing in the school. This included the construction of a large septic tank which was to be thirty-one and one-half feet long by nine feet wide, and eleven feet deep.

Under the original agreement between the plaintiff and the defendant, the plaintiff was to receive $10,500.00 for the plumbing work. The original agreement did not contain a “rock” clause and at the plaintiff’s request the contract was amended by *14 a letter - from the defendant to the plaintiff which read: “This is to amend our contract dated November 25, 1958, on the above referred to job as follows: ‘We will pay as an addition to the contract $35.00 per cubic yard for rock excavation as defined in the specifications and determined by the architect. We trust this meets your approval.’ ”

The plaintiff introduced evidence tending to show that as he proceeded with the excavation for the reception of the septic tank, which was being done with a machine called a back hoe, rock was hit at a depth of about six feet, and could not be handled with the back hoe. He contacted the defendant’s superintendent on the job and requested that the architect be sent for.

Work on the excavation was discontinued awaiting an inspection of the alleged rock formation by the architect.

During this waiting period, according to the plaintiff, he was urged by the defendant, and also by the defendant’s superintendent, to go ahead and complete the excavation “regardless.” We interpret this to mean regardless of an inspection by the architect.

After about a week the plaintiff moved in a jack-hammer and air compressor, and a c.rew .of five men and removed some thirty-nine cubic yards of sandstone which the plaintiff contends was rock.

The evidence presented by the defendant was directed toward showing that the material which the plaintiff claims was rock was in fact a soft and disintegrated type of sandstone which should not be classed as rock.

In this connection Mr. Tom Jones, the architect, testified that upon being requested to inspect the alleged rock encountered in the excavation, he took with him Paul Walker, another employee of his architectural firm, to the excavation. The reason he had Walker go with him was because of Walker’s prior experience in determining what was rock since he, Jones, had had no prior experience along this line.

They went to the excavation, obtained a ladder and climbed down to the bottom. According to Mr. Jones, they found a thin layer of moist sandstone which, with the aid of a pipe found in the excavation, they were able to pry loose. This substance was crumbly and was not rock and Mr. Jones stated they pushed the pipe into this substance maybe three inches. “

Mr. Walker testified that the sandstone they found at the bottom of the excavation could be pried up with the pipe, and that they did not take a core drill and get a sample of what might be under this thin top layer. According to Mr. Walker, they did not go down any deeper in what they “were standing on” and he did not know what might be under this layer.

The plaintiff in rebuttal introduced evidence tending to show that sandstone occurs in layers. The top layer generally from two to six inches thick is often moist and soft, while the deeper layers are hard and brittle, and properly classified as rock.

All in all a question for the jury as to the nature of the formation encountered in the excavation was presented, and by their verdict it is apparent that the jury found this issue in favor of the plaintiff.

However, the evidence shows that a dispute arose between the plaintiff and the defendant as to whether or not the material encountered in the excavation was rock, and therefore as to whether the plaintiff was entitled to any additional payment under the “rock” clause contained in the contract as amended.

The plaintiff testified that after he had completed the excavation he met the architect, Mr. Jones, one morning at the school site: “As I was coming out, he was going in. And I asked him — we were on friendly terms — and I said, ‘Tom, when are you going to pay me for my rock?’ And he said, ‘The way I wrote those specifications, that ain’t rock.’ And I just laughed. I thought he was kidding.”

The plaintiff testified that it was very likely that he saw the defendant at the *15 school site on August 7, 1959, at about 5:30 P.M., and the defendant told him that he was in the process of ordering the final payment from the Board of Education for the school construction and the defendant advised him that he had forwarded the plaintiff’s claim for reconsideration to the Board of Education and they had denied the extra claim for excavating rock on the basis of the architect’s report.

The plaintiff further testified that he did not recall the exact date of this conversation but at that time he imagined that he had told Mr. Boohaker, the defendant, to go ahead and send his final check without taking into consideration the rock clause, as he was needing the money.

The record further shows that the septic tank excavating was finished between the 10th and 14th of June 1959. Plaintiff billed the defendant for the additional amount claimed under the “rock” clause on 29 July 1959.

The defendant’s version of his conversation with the plaintiff relative to the dispute over whether the sandstone encountered should be classified as rock, and their negotiations in connection therewith are well illustrated by the following excerpts from the defendant’s testimony:

“As to his request for additional money. I immediately sent his request to the owner. And I told him on that date — I had told him before that date —that the owner had rejected it. But on this particular occasion, on August 7th in the afternoon, I had waited for Mr. Trott and met him up there. And my discussion with him was with reference to this claim he had that had been rejected by the architect and the owner. And I told him we were getting in the position to have a final check on the job and I wanted to know right then whether he was going to pursue this claim or not so that I would know what to do with the owner. I said, ‘They have rej ected it and you are getting in a wrangle. They say the stuff you hit wasn’t rock, and, it ingoing to hold everybody’s money up, mine and yours and all the sub-contractors.’ And we discussed it at length.

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Bluebook (online)
145 So. 2d 179, 274 Ala. 12, 1962 Ala. LEXIS 459, Counsel Stack Legal Research, https://law.counselstack.com/opinion/boohaker-v-trott-ala-1962.