Bissell v. L. W. Edison Co.

156 N.W.2d 623, 9 Mich. App. 276, 1967 Mich. App. LEXIS 425
CourtMichigan Court of Appeals
DecidedDecember 8, 1967
DocketDocket 2,611
StatusPublished
Cited by33 cases

This text of 156 N.W.2d 623 (Bissell v. L. W. Edison Co.) is published on Counsel Stack Legal Research, covering Michigan Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Bissell v. L. W. Edison Co., 156 N.W.2d 623, 9 Mich. App. 276, 1967 Mich. App. LEXIS 425 (Mich. Ct. App. 1967).

Opinion

Holbrook, P. J.

Plaintiff brought this action on a subcontract for services rendered defendant in furnishing fill through dredging operations for a highway in Ottawa county, pursuant to the main contract of defendant with the State highway department.

Defendant filed a counterclaim alleging that plaintiff breached his contract forcing defendant to expend large sums of money in performing part of plaintiff’s work. Plaintiff denied the counterclaim and asserted conditions beyond his control excused any breach of the contract and defendant recognized the same and allowed plaintiff to perform as he was capable.

After trial without a jury, the court found for the plaintiff against the defendant in the sum of $14,152.72 plus interest from May 19, 1959. This represented payment for the amount of fill furnished by plaintiff to defendant less credits for payments made. The court also found that defendant had waived any claimed breach of contract by plaintiff and denied defendant relief.

Defendant has taken this appeal and raises for review one question restated as follows:

Was defendant entitled to recover under its counterclaim for breach of contract?

Substantial evidence was presented to justify the following pertinent facts: On May 9,. 195.8,'L.'"W. Edison Company, defendant, contracted with-' the* *280 State highway commissioner to construct highway approaches both north and south of the Grand river bridge on relocated US 31. The contract called for among other things the placing.of 152,698 cubic yards, of fill material on the right-of-way south of the bridge and 245,021 cubic yards of fill to be placed on the right-of-way north of the bridge. On July 19, 1958, defendant entered into a subcontract with plaintiff whereby plaintiff agreed to furnish and place a minimum of 350,000 cubic yards of soil at 45 cents per cubic yard in partial performance of defendant’s contract with the State. The subcontract provided that the highway department’s proven figures would be final measurement as to quantities.Plaintiff was to furnish the fill from the river bed of the Grand river by use of a dredge by hydraulic method.

Plaintiff started operations in the fall of 1958 on the south approach to the bridge. Work progressed satisfactorily until the week of December 4, 1958, when a water main that had been placed over the bridge to serve a boiler froze, and plaintiff’s operations were stopped by the highway department until the water main was thawed out or repaired. Mr. B. M. Edison, one of the partners of defendant, testified by way of a deposition that he knew in May of 1958 that the State planned to place the water main in the right-of-way over the bridge. He had discussed this matter with the State and thought he had convinced them that it would be better to wait until after the fill material had been placed. He did not know the water main was placed in the right-of-way until January of 1959 when plaintiff was shut down. The fact that the highway department intended to place the water main in the right-of-way was not stated in defendant’s contract nor in the State’s specification's. The plaintiff had no knowledge at the time he entered into the subcontract with *281 defendant that a water main, would be constructed in the right-of-way where he agreed to place fill material.

Mr. Holcomb testified that during freezing weather it is necessary to keep the hydraulic operations going 24 hours a day in order to prevent the river surrounding the dredge from freezing. He said he was shut down by the highway department for 30 days commencing in December of 1958 because the water main froze up. Mr. Holcomb was not even allowed to start up his operations to flush out his line and as a result, 8 lengths of his pipe froze solid. Thirty inches of ice formed in the river while plaintiff was shut down preventing further operations by plaintiff, until spring. He also testified that the water main was placed on the ground with little earth covering it and that such exposure was the cause of the freeze up.

Defendant hauled by truck some 50,000 cubic yards of fill to the bridge location in May, June, July, and the forepart of August, 1958. Later in 1959, after the freeze-up, defendant hauled all the fill material by truck to complete the north approach to the bridge.

Defendant had contracted with Paas Brothers and Mr., and Mrs. Jack D. Robinson to obtain borrow earth from their pits. Defendant’s contract with Paas Brothers was dated June 23, 1958, and stated in part:

“Whereas, the first party is a contractor and in requirement of 400,000 yards of sand or thereabouts, and,
“Whereas, second parties have available the right to remove and furnish such sand, * * *
“1. First party agrees to buy such sand at a rate of 3 1/4 cents, per cubic yard to be measured at the bridge site by a qualified representative of the State highway department.”

*282 ’Defendant’s contract with Mr. and Mrs. Jack D. Eobinson was undated but mentions the job in question. The contract states in part as follows:

“It is' further understood and agreed by and between the parties hereto that there are some previously filled areas along the said new highway IJS 31 and that the said party of the second part has previously contracted- and/or become obligated to accept a certain undetermined amount of fill from the Holcomb Construction Company to be dredged from Grand river and has further contracted and/or becomé obligated to purchase and accept a certain amount of fill from lands and premises situated in the township of Spring Lake, county of Ottawa and State of Michigan owned by one Alex Mareiniak, the said lands and premises owned by Alex Mareiniak being situated to the north of and abutting the above described lands and premises owned by the parties of .the first part.” (Emphasis supplied.)

It is evident that this last contract was made subsequent to the contract with Paas Brothers and the subcontract with plaintiff Holcomb. It is reasonable to believe it was made after the freeze-up for defendant quoted in the contract that he was obligated “to accept a certain undetermined amount of fill from, the Holcomb Construction Company to be dredged,from Grand river.” (Emphasis supplied.)

In apparent conformance with an understanding between the parties, plaintiff commenced operations to break up the ice in the river in the early part of March, 1959, and recommenced his fill operations Saturday, March 21, continuing until the middle of May, 1959, when the total fill job was completed.

Defendant’s records indicate that it did not deem the. subcontract breached for defendant paid plaintiff. and his suppliers 9 checks ■ totaling $22,498.28 subsequent to the alleged breach,

*283 Plaintiff asserts, in reference to the issue before this Court on review, that there was no breach of the contract between himself and defendant for the reason that complete performance was impossible, and this condition was not brought about by any act or failure to act on his part.

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Bluebook (online)
156 N.W.2d 623, 9 Mich. App. 276, 1967 Mich. App. LEXIS 425, Counsel Stack Legal Research, https://law.counselstack.com/opinion/bissell-v-l-w-edison-co-michctapp-1967.