Miller Construction Co. v. Watts Construction Co.

355 P.2d 215, 223 Or. 504, 1960 Ore. LEXIS 573
CourtOregon Supreme Court
DecidedSeptember 7, 1960
StatusPublished
Cited by6 cases

This text of 355 P.2d 215 (Miller Construction Co. v. Watts Construction Co.) is published on Counsel Stack Legal Research, covering Oregon Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Miller Construction Co. v. Watts Construction Co., 355 P.2d 215, 223 Or. 504, 1960 Ore. LEXIS 573 (Or. 1960).

Opinion

BOSSMAN, J.

This is an appeal by the defendants from a judgment in the amount of $7,868.65 which the circuit court entered in favor of the plaintiff after it had sustained that party’s motion for a directed verdict. The amount of the judgment constituted the sum due to the plaintiff, according to the belief of the trial judge, for readymix concrete which the plaintiff had delivered to the defendant pursuant to a written contract signed by the parties on July 19, 1955. The *506 contract was entitled “Purchase Order.” The judgment also found for the plaintiff, based upon further directed verdicts, upon two counterclaims, alleged in answer, the respective sums of $15,000 and $1,628.

In seeking reversal of the challenged judgment the defendant contends that the plaintiff breached the contract, which we have mentioned, and thereby damaged the defendant in the amounts of the two counterclaims.

The plaintiff, located in Klamath Falls, is in the business of supplying contractors with readymix concrete. The defendant is a building contractor which had a contract with the U. S. Navy at the times material to this case, for the erection of some buildings at the Klamath Falls Air Force Base. One of the buildings was entitled Airmen’s Mess and another was called Fire Station. The construction of the buildings required the use of readymix concrete. The plaintiff, in the written contract which it signed with the defendant, agreed to supply the latter with all the needed concrete at the price of $17 per cubic yard. The contract required the concrete to conform to the specifications governing concrete that constituted a part of the contract between the defendant and the Navy. The contract (between plaintiff and defendant) stated:

QUANTITY DESCRIPTION PRICE

All Beadymix Concrete to be fur-required nished to jobsite in accordance with plans and Navdocks specifications No. 44451 for Contract No. NOy84875. Concrete to meet all requirements of Section 5 of the specifications.

*507 QUANTITY DESCRIPTION PRICE

Airmen’s Mess:

Estimated quantity—394 cubic yards—Class D-l 2500 # Air-entrained—at $17.00 per c.y. $6,698.00

Fire Station:

Estimated quantity—232 cubic yards—Class D-l 2500 # at $17.00 per c.y. 3,944.00

Inspection of cement and concrete is required as noted in Paragraph 5-03 and Paragraph 1-10 of the specifications. Materials and equipment that have not been inspected and approved in accordance with contract requirements may be rejected.

Mr. Willard D. Miller, president of the plaintiff corporation freely admitted that the plaintiff possessed a copy of the specifications governing concrete that formed a part of the contract between the Navy and the defendant. For example, he testified, “We did have the specifications.”

It will be noticed that the contract between the plaintiff and the defendant required the plaintiff to furnish, among other quantities, the above specified amount of “Class D-l” concrete for the construction of the buildings known as Airmen’s Mess and Fire Station. The record indicates that the symbol “Class D-l” was employed in the contract to designate the mix and kind of ingredients for the concrete which the plaintiff bound itself to deliver to the defendant. The same symbol was employed in the defendant’s contract with the Navy. The specifications made clear the connotation of the symbol. There is no controversy upon those subjects.

*508 The contract between the plaintiff and the defendant specified in the following manner the time when the plaintiff was required to deliver concrete to the defendant: “Delivery Eequirements As called for by Job Superintendent so as not to delay work. Ship via Tour trucks.”

We have noticed that the contract fixed the price of Class D-l readmix concrete as $17 per cubic yard. It required the plaintiff to supply an estimated amount of 394 cubic yards of Class D-l concrete for Airmen’s Mess at the price just stated, that is, $17 per cubic yard or a total of $6,698. It also required the plaintiff to deliver an estimated amount of 232 cubic yards of Class D-l concrete for the Fire Station at the price of $17 per cubic yard or a total of $3,944.

Several other contractors in addition to the defendant were constructing buildings at the Klamath Falls Air Force Base and the plaintiff was supplying some of them with readymix concrete. At the outset the plaintiff used in the preparation of its concrete sand obtained from a local source. August 4, 1955, the plaintiff by a letter told the defendant that it was no longer able to obtain local sand in sufficient quantity and that “Marysville sand is the only other sand acceptable by the Navy for gradation and purity and gravity test.” The letter notified the defendant that the plaintiff would thereafter increase to the extent of $2 per cubic yard its charge for concrete. From that time on the plaintiff charged $19 per cubic yard for its readymix concrete—not $17. The testimony of Mr. Miller, aforementioned, makes it clear that the plaintiff found it necessary to use Marysville sand because the Navy would reject any concrete that en-. tered into construction work of the kind which the defendant was performing for the Navy if local sand *509 was used in the concrete. The plaintiff makes no contention that the defendant was in any way responsible for the need which the plaintiff faced to employ Marysville sand, or that the contract, which the parties signed July 19, 1955, authorized it to increase the price.

In its statement of account which it rendered to the defendant following the letter of August 4 the plaintiff entered the amount of $19 per cubic yard as the price of concrete, and not the sum of $17 which was the amount stipulated in the contract. The defendant urges that this unilateral advancement of the contract price was a breach of the contract. We will shortly return to this phase of the case.

Mr. Miller, to whom we have referred, testified that the specifications required Class D-l concrete “to reach 2500 pounds per square inch in twenty-eight days.” By returning to the excerpt from the contract which is quoted in a preceding paragraph it will be noticed that it mentions the requirement. Mr. Miller explained that

“* * * on the tests for concrete there is a cardboard or steel cylinder four inches in diameter and twelve inches in length in which a sample of concrete is put in this container, then rodded down, then cured for twenty-eight days, then it is stripped either of the cardboard or the steel container, depending on the type, and put in an hydraulic press. It has a gauge on it that indicates strength in pounds per square inch. Normally it is an hydraulic press, and it is literally squeezed until it breaks. * * *”

In that way the test determines whether or not at the end of 28 days the concrete can withstand the required pressure of 2500 pounds and thus meet the *510 demands of the specifications. "We take the following also from Mr. Miller’s testimony:

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Bluebook (online)
355 P.2d 215, 223 Or. 504, 1960 Ore. LEXIS 573, Counsel Stack Legal Research, https://law.counselstack.com/opinion/miller-construction-co-v-watts-construction-co-or-1960.