Transbay Const. Co. v. City and County of San Francisco

35 F. Supp. 433, 1940 U.S. Dist. LEXIS 2559
CourtDistrict Court, N.D. California
DecidedOctober 24, 1940
Docket21036-S
StatusPublished
Cited by2 cases

This text of 35 F. Supp. 433 (Transbay Const. Co. v. City and County of San Francisco) is published on Counsel Stack Legal Research, covering District Court, N.D. California primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Transbay Const. Co. v. City and County of San Francisco, 35 F. Supp. 433, 1940 U.S. Dist. LEXIS 2559 (N.D. Cal. 1940).

Opinion

ST. SURE, District Judge.

Plaintiff, a Delaware corporation, on April 8, 1935, entered into a contract with defendant, through its Public Utilities Commission, agreeing to furnish the necessary labor and materials for the enlargement of O’Shaughnessy Dam at Hetch-Hetchy, California. Defendant agreed to pay for the work upon performance in the manner provided by law and in the specifications. The work was completed and accepted on July 1, 1938. Plaintiff alleges that the reasonable value of the labor and materials furnished is $4,291,628.28, that the defendant paid on account the sum of $3,457,000.69, and that there is still owing the sum of $834,627.59. Defendant asserts that plaintiff is fully paid. The amount in controversy meeting the requirements of the federal statute, jurisdiction is based on diversity of citizenship.

Plaintiff’s complaint contains three counts: first, for $450,464.56 damages based upon a claim therefor filed with the Controller of defendant under the provisions of its charter, which claim was rejected; second, for $834,627.59, the balance due for the reasonable value of labor .and materials furnished; and third, for $834,627.59, the balance due for labor and materials furnished at an agreed price. Because of the conclusion reached by me, it will be necessary to notice only the first two counts.

Defendant challenges plaintiff’s right to sue under count one on the ground that the claim for damages upon which it is founded was not filed within the sixty-day period provided by section 87 of the San Francisco Charter. 1 It is undisputed that the work was completed and accepted on July 1, 1938, from which date the sixty-day period began to run. The claim for damages was filed on October 8, 1938. Under the plain requirement of the charter it is evident that the claim was filed too late. Haigh v. Los Angeles, 139 Cal.App. 595, 599, 600, 34 P.2d 779.

The crucial question in the case is whether plaintiff can recover under quantum meruit, as alleged in the common law count two. The contract contains over 200 closely-typed pages, including “invitation for proposals,” “information for bidders,” plans and specifications, maps and drawings. It is of the comprehensive government variety, apparently drawn with meticulous care, “watertight in all of its compartments,” seeking to cover every possible situation or eventuality, and resolving all doubts in favor of the municipality. This is not said by way of criticism but merely of description. The “invitation for proposals” provided that “said work must be done in accordance with the specifications therefor on file in the office of the Hetch-Hetchy Water Supply to which reference is hereby made, and within the time set in said specifications.” The “information for bidders” provided that the bidder must make a careful, personal examination of the proposed work; that the quantities were estimates only, to be used as a basis for comparing bids, the right to increase or decrease the amount of work or materials being specifically reserved to defendant; and that the contractor should make no claim for damages or extra payment.

It is alleged in the complaint and admitted in the answer that “O’Shaughnessy Dam is located at the west end of Hetch-Hetchy Valley in the Sierra Nevada mountains on the Tuolomne River, Tuolomne County, California, about two hundred miles from San Francisco and approximately twelve miles from the terminus of the Sierra Railway at Mather. Because of the inaccessibility of the location of said work, plaintiff was required to construct and maintain dormitories to house the workmen, *435 to build and operate a mess-hall, to build and maintain a hospital and supply medical service, and was also required to erect and maintain offices, dwellings, machine-shops, storehouses, and to maintain roads and trails during the time required for the performance of said contract.” In addition, because of the magnitude and special character of the work, it was necessary for plaintiff to employ and organize a corps of skilled and unskilled workmen, and to assemble and place a lot of heavy machinery. The labor organization had to be kept intact for successful operation of the plant. The heavy equipment and machinery were of such a character that they could not be readily moved to another place, if other work were available. In other words, the man power was organized and the equipment assembled and built for this particular job, and both were intended and necessary for the successful performance of the contract.

Actual work for the enlargement of the dam began on May 14, 1935. According to the plans and specifications, the amount of rock excavation for the foundation of the enlargement was estimated by defendant at approximately 30,000 cubic yards, and the time allowed within which to complete the work was 730 calendar days with a penalty of $400 for each day required thereafter to complete the work. Additional excavation ordered by defendant delayed completion a year, and the work was finally accepted on July 1, 1938. The contract- or was directed to excavate a total of approximately 84,000 cubic yards for the dam foundation, the excavation being carried to an average depth of thirty-five feet, or about twice that of the original dam. In other words, the contractor was finally required to excavate 84,000 cubic yards as compared to the original estimate of 30,000 cubic yards, or nearly 200 per cent in excess of the original contract obligation.

Defendant stands upon the strict letter of the contract. It contends that plaintiff took all the risks and must assume all of the losses, if any. Defendant cites cases supporting the rule that “where one engages unconditionally to do an act, performance is not excused because it is prevented by accident or unforeseen contingency not within his control but not amounting to an act of God, and, a fortiori, the fact that the performance of the act is rendered more difficult or expensive by reason of the happening of some unforeseen contingency is no excuse for its nonperformance; nor will it furnish a basis for a claim for extra work or additional compensation.” 2

Professor Williston in his work on contracts 3 points out that this was the *436 earlier rule. The later cases adopt the rule which makes 'for justice between the parties. “A man may contract to do what is impossible, as well as what is difficult, and be liable for failure to perform. The important question is whether an unanticipated circumstance has made performance of the promise vitally different from what should reasonably have been within the contemplation of both parties when they entered into the contract. If so, the risk should not fairly be thrown upon the promisor.”

There is no question here of fraud nor misrepresentation. There is no doubt that a large amount of extra work was performed by plaintiff and accepted by defendant. Defendant’s estimate of the amount of excavation required was, as we have seen, 30,000 cubic yards. Plaintiff admits that defendant co-operated and gave all the information it had regarding the proposed work, and defendant admits that plaintiff could not have made a more accurate estimate upon an independent investigation.

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Cite This Page — Counsel Stack

Bluebook (online)
35 F. Supp. 433, 1940 U.S. Dist. LEXIS 2559, Counsel Stack Legal Research, https://law.counselstack.com/opinion/transbay-const-co-v-city-and-county-of-san-francisco-cand-1940.