Gogo v. Los Angeles County Flood Control District

114 P.2d 65, 45 Cal. App. 2d 334, 1941 Cal. App. LEXIS 929
CourtCalifornia Court of Appeal
DecidedJune 13, 1941
DocketCiv. 12805
StatusPublished
Cited by32 cases

This text of 114 P.2d 65 (Gogo v. Los Angeles County Flood Control District) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Gogo v. Los Angeles County Flood Control District, 114 P.2d 65, 45 Cal. App. 2d 334, 1941 Cal. App. LEXIS 929 (Cal. Ct. App. 1941).

Opinion

WOOD, J.

Plaintiffs and defendant entered into a contract whereby plaintiffs agreed to do excavation and construction work for a dam. This action was commenced to recover a judgment for excavation work which they performed but which was not included in the contract. The action was tried without a jury and judgment was rendered in favor of plaintiffs for $59,590.80, from which judgment defendant has appealed.

Defendant published on April 6, 1937, a notice inviting bids for the construction of the spillway of San Gabriel Dam No. 1. Copies of the notice and of the plans and specifications were furnished to various contractors including plaintiffs. Item No. 6 of the bidding schedule called for: “General Excavation, Class F—52,000 eu. yds.” The material provisions of the specifications are as follows:

“41. The quantities in the schedule are for comparing bids and may vary from the actual final quantities. Some quantities may be increased and others may be decreased. J >
“63. Excavation shall consist of the removal and final disposal of all materials of any nature including rock, earth and gravel, incidental to the construction of the proposed work, to the lines and grades shown on the drawings. . . . It should be noted that the West Slope Construction Company, under contract with the District for the construction of San Gabriel Dam No. 1, is conducting quarrying opera *337 tions within the limits of the spillway site. In general, these operations will result in rough excavation to grade and cross section for a portion of the spillway and approach channel, but in no event will West Slope Construction Company excavate below the level of elevation 1400.” (Italics added.)
“67. General excavation, Class F, shall comprise all excavation for the floor and side slopes of the approach channel; for the ogee section, except cutoff excavation; for the floor of the spillway channel; for the counterfort retaining walls ... ; all excavation in Brown’s Gulch Channel, except cutoff excavation; and any excavation not specifically classified elsewhere. ... A portion of the spillway approach channel has already been excavated by the West Slope Construction Company. The excavation work required under this contract in the approach channel area shall consist of the removal of the remaining materials.”

After reading the specifications and before submitting their bid, plaintiffs proceeded to the site of the proposed work for the purpose of making an estimate of the type of material to be encountered in Class F excavation. They there met Mr. Stuvcr, the resident engineer employed by defendant, who accompanied them and pointed out the various places where excavation was to be done. Stuver stated that there would be very little excavation in the approach channel where the West Slope Construction Company was working at the time and that it would all be below the 1400 foot elevation. Later R. L. Basieh went to the site on behalf of plaintiffs and made an estimate of the proposed excavation work, taking into account in his estimates the amount of material in the approach channel and spillway site below the 1400 foot elevation only. The amount of solid rock which would have to be excavated in Brown’s Gulch was estimated by plaintiffs and Basieh as approximately 10,000 cubic yards. The balance of the 52,000 cubic yards was estimated to be composed of either soft or loose material. Based upon these figures plaintiffs submitted a bid of 60 cents per cubic yard for the Class F excavation. Before the bid was accepted plaintiff Gogo asked Mr. Howell, the chief engineer employed by defendant, if he could tell just where the Class F excavation was and of what it consisted. The chief engineer replied that he could not but stated that he would send plaintiff out to the site of the work with Mr. Ream, the engineer who pre *338 pared the plans and specifications. After they reached the job Mr. Ream told Gogo that the estimate of 10,000 cubic yards of solid rock excavation in Brown’s Gulch was approximately right; and that such excavation would be below the 1400 foot elevation.

The contract for the work, providing for the excavation of approximately 52,000 cubic yards of Class F material was awarded to plaintiffs. During the prosecution of the work in accordance with the provisions of the contract plaintiffs discovered that the West Slope Construction Company had ceased their quarrying operations in Brown’s Gulch with the consent of defendant at a point which was more than five feet above grade. Despite plaintiffs’ protests that such work was not contemplated by the contract, they were required, because of defendant’s threats to cancel the contract and hold plaintiffs liable for damages, to excavate above the 1400 foot elevation a total of 40,587 cubic yards of material consisting mostly of solid rock. The total Class F excavation amounted to 112,777 cubic yards, for which plaintiffs were paid at the contract price of 60 cents per cubic yard.

Plaintiffs did not waive their right to recover damages for the misrepresentation by continuing the excavation work under protest after discovering the falsity of the representation. “A party induced by a false representation to enter into a contract may proceed to perform it and sue for damages for the misrepresentation.” (Palmberg v. City of Astoria, 101 Or. 224 [199 Pac. 630, 632, 16 A. L. R. 1125].) The theory underlying this rule is clearly stated in Borough Const. Co. v. City of New York, 200 N. Y. 149 [93 N. E. 480 at 483, 140 Am. St. Rep. 633], where it is said: “The underlying justice of the principle is that where a municipal representative having authority to speak for it and supposed to be familiar with such matters in apparent good faith and with a show of reason requires a contractor to do certain things as covered by his contract, the contractor, although protesting against the requirement, ought not to be compelled to refuse obedience and incur the hazard of becoming a defaulter on his contract even though it shall subsequently turn out that he was right and the municipal representative wrong in the dispute.”

The contract between defendant and the West Slope Construction Company provided that the company was not to *339 excavate in Brown’s Gulch on the site of the approach channel and spillway to a greater depth than five feet above grade. This fact was known to defendant at the time the plans and specifications for the Class F excavation were prepared but was not discovered by plaintiffs until after they were awarded the contract and had commenced operations. Plaintiffs had submitted their bid in reliance upon the provision of the specifications which provided that the West Slope Construction Company’s operations would in general, “result in rough excavation to grade and cross section for a portion of the spillway and approach channel.” Evidence was introduced to prove that the phrase “rough excavation to grade and cross section” was commonly understood by the engineering profession to mean excavation to a distance of from one-half to one foot above the fine or finished grade.

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Bluebook (online)
114 P.2d 65, 45 Cal. App. 2d 334, 1941 Cal. App. LEXIS 929, Counsel Stack Legal Research, https://law.counselstack.com/opinion/gogo-v-los-angeles-county-flood-control-district-calctapp-1941.