White v. Berrenda Mesa Water District

7 Cal. App. 3d 894, 87 Cal. Rptr. 338, 1970 Cal. App. LEXIS 2223
CourtCalifornia Court of Appeal
DecidedMay 21, 1970
DocketCiv. 1107
StatusPublished
Cited by9 cases

This text of 7 Cal. App. 3d 894 (White v. Berrenda Mesa Water 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
White v. Berrenda Mesa Water District, 7 Cal. App. 3d 894, 87 Cal. Rptr. 338, 1970 Cal. App. LEXIS 2223 (Cal. Ct. App. 1970).

Opinion

Opinion

COAKLEY, J.

The plaintiffs shall be referred to herein as “White” and “Aetna”; the defendant as “The District.”

This is an action for declaratory relief in which White and Aetna seek rescission of a construction contract and the return of a bid bond posted by Aetna on behalf of White, the low bidder. The District filed a cross-complaint for damages. Following a trial to the court, judgment was entered in favor of The District on the complaint and on the cross-complaint, and against White and Aetna. The District’s damages were fixed at $42,789. There is no substantial conflict in the testimony or in the documentary evidence. The issue on appeal is the court’s interpretation of the evidence and the applicable law.

The controversy arose in this way: The District invited bids on a construction project which was divided into four separate entities for bidding purposes. White was low bidder on one segment of the project, i.e., a regulating reservoir. With his bid, White filed a surety bond by Aetna in the sum of $42,789.

*897 Eight other bids were received for the work on which White was the low bidder. When the bids were opened, they ran from White’s low bid of $427,890 to a high bid of $721,851. The bid next lowest to White’s was by Einer Brothers et al., for $494,320, or $66,430 above White’s bid. The estimate of Boyle Engineering, the consulting engineers for The District, was $512,250, or $84,360 above White’s bid. Concerned that he had made an error in his bid, White reviewed it in detail and concluded that he had made a mistake in computing item 13, i.e., the cost of excavating 230,000 cubic yards of material. On discovery of his mistake, and prior to acceptance or rejection of any of the bids by The District, White notified The District, in writing, that because of an error in computation, “We hereby withdraw our bid . . . and request the return of the deposit submitted therewith.” On the following day, White appeared before The District’s board of directors and requested that he be permitted to withdraw his bid. He explained that a mistake had been made with respect to the amount of hard rock to be excavated. White told The District’s board of directors that he had made an “error in judgment” in calculating the amount of hard rock to be removed, and that he had not properly analyzed the job in connection with the rock to be excavated.

At this meeting, Robert Thomas of Boyle Engineering reported that the next lowest bidder was a reponsible bidder, that its bid was in good order, and that said bidder had been contacted and requested to hold its bid for another 10 days. Minutes of the board’s meeting disclose that Thomas Maddock, vice-president of Boyle Engineering, informed the board that the White bid was quite low, and that perhaps White had made an error of judgment or an error in the placement of a decimal point.

Counsel for the board advised the board that if White’s error was due to a mistake of fact the bid could not be accepted, but if it was due to a mistake of judgment the bid was binding upon White. The board then voted to accept the bid which White’had asked permission to withdraw. Shortly thereafter, White advised the board, in writing, that he rescinded his bid. The District, thereupon, awarded the contract to Einer Brothers, the next lowest bidder. This action by White followed.

The facts and circumstances which gave rise to White’s mistake and upon which the findings and conclusions are predicated are as follows:

Before preparing his bid, White studied the plans and specifications, visited the site, and made a visual examination of the terrain. While White visited the site, his son, Kelly, called at the office of Boyle Engineering for the purpose of examining a soil report relating to the material to be excavated. There, he examined plates 3 and 4, which were part of the soil report and available for examination by all bidders. Prior to looking *898 at the soil report, he had also examined sheet 10, which was part of the plans and specifications. Plates 3 and 4 show the location of various test holes drilled by the soil engineers. One such hole is marked B-51. Plate 3 also shows a broken line terminating about 100 feet east of point B-51. The broken line represents a proposed penstock alignment, which was not part of the work included in the regulating reservoir phase of the total project. Plate 4 shows “decomposed shale and sandstone” as comprising all but a small portion of the terrain lying west of B-51. Kelly White testified that, on the basis of his examination of plates 3 and 4, he concluded and reported to his father that only a small quantity of hard rock was involved in the work of excavating. His estimate of hard rock was 7 percent. White then called Boyle Engineering, and Mr. Thomas of that firm told him that very little hard rock would be encountered. Thereupon, White submitted his bid and surety bond. It is a fact that decomposed shale and sandstone comprised 90 percent or more of the terrain west of point B-51, with hard rock comprising the balance of the terrain. Thus, Kelly White’s estimate of only 7 percent hard rock was reasonably close for the area west of point B-51.

However, sheet 10 and the plans and specifications, as distinguished from plates 3 and 4 of the soil report, clearly show the penstock alignment terminating at a point 400 feet or more east of point B-51, and not 100 feet as indicated in plate 3. A hill, composed almost exclusively of hard rock, lay between point B-51 and the western terminus of the penstock alignment. Excavation of this hill and the hard rock material was part of item 13 of the bid and, therefore, the responsibility of the excavating contractor.

With reference to the entire area to be excavated as called for by item 13, i.e., 230,000 cubic yards of material, the evidence established that, instead of 10,000 cubic yards of hard , rock to be removed, there was 110,000 cubic yards; instead of hard rock constituting only 7 percent of the total exacavation, as Kelly White had estimated, it constituted approximately 50 percent thereof, with the remaining 50 percent being made up of decomposed shale and sandstone. It was established that hard rock is substantially more costly to excavate than decomposed shale and sandstone.

White had a copy of the specifications which he examined before preparing his bid. Section 108 thereof provided that The District did not warrant the accuracy of the soil report. White was an experienced contractor. As such, he knew that soil reports are prepared in advance of the detailed specifications for a project, and that the specifications, not the soil report, control. There was, therefore, an element of negligence in *899 the preparation of White’s bid, more particularly, in White’s failure to correlate plates 3 and 4 of the soil report, which White knew from experience were not warranted as accurate, with sheet 10 and the other specifications.

The findings recite only that White made a mistake in estimating the amount of hard rock material to be excavated; that the mistake was material to the contract; and that the mistake was one of judgment.

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Bluebook (online)
7 Cal. App. 3d 894, 87 Cal. Rptr. 338, 1970 Cal. App. LEXIS 2223, Counsel Stack Legal Research, https://law.counselstack.com/opinion/white-v-berrenda-mesa-water-district-calctapp-1970.