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

134 F.2d 468, 1943 U.S. App. LEXIS 3595
CourtCourt of Appeals for the Ninth Circuit
DecidedMarch 19, 1943
Docket10168
StatusPublished
Cited by6 cases

This text of 134 F.2d 468 (City and County of San Francisco v. Transbay Const. Co.) is published on Counsel Stack Legal Research, covering Court of Appeals for the Ninth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
City and County of San Francisco v. Transbay Const. Co., 134 F.2d 468, 1943 U.S. App. LEXIS 3595 (9th Cir. 1943).

Opinion

HEADY, Circuit Judge.

This suit involves a contract between Transbay Construction Company and the City of San Francisco for the elevation of the O’Shaughnessy Dam, a structure erected by the city a number of years ago on the Tuolumne River in Yosemite National Park. 1 Jurisdiction is conferred by diversity of citizenship.

As originally constructed, the dam was of the arched gravity type with a height of 226 feet above stream bed and a length of 600 feet across the canyon through which the Tuolumne flows. The city desired to raise the height of the dam 85 feet. On December 7, 1934, proposals to' construct the addition were invited. On January 24, 1935, Transbay submitted its bid, which, being the lowest, was accepted. The bid was on the basis of unit prices covering numerous items, much the largest of these being for concrete and cement. A substantial but smaller item was that of excavation for the dam foundation. Upon the award to Transbay in April 1935, a contract was entered into between it and the city.

We need mention but a few of the provisions of this exhaustive contract and of the specifications which form part of it. In the information for bidders, which was part of the contract, it was required that the bidder “inform himself by careful personal examination” and by such other means as he might think proper, of the actual conditions and requirements of the work and as to any unusual difficulties that might be encountered in its prosecution. It was stated that the amount of work to be done under each item had been preliminarily estimated, the estimate to' be used as a basis for comparing bids. The contract provided, however, that in respect of work or materials for which unit prices were prescribed there was no agreement by the city that the amount thereof “will correspond even approximately to this estimate,” the city reserving the right to increase or decrease the amount of any class or portion of the work as in its opinion might be to the city’s interest. The contractor was required to bear all losses resulting to him because the nature of the ground might prove different from that assumed or expected, o>r on account of unforeseen difficulties.

It was provided that the contractor should complete all work within 730 days after service of notice to proceed, a penalty of $400 being assessable for each day beyond the period. There were provisions for extensions without penalty in event of unavoidable delay, but the contractor was required to give written notice of such de *470 lay and apply for extensions. He was to receive no compensation or damages for delays whether avoidable or unavoidable.

The amount of work or, materials included under each item was estimated in a table of estimated quantities, the estimate for the item of excavation for dam foundation being 30,000 cubic yards. The unit price bid for excavation was $2.75 per yard. Costly delays in completing this phase of the work inspired the present litigation.

On May 14; 1935, notice was given Transbay to proceed. On July 17 of that year drilling was commenced for the excavation in the canyon walls. On the basis of the preliminary estimate, the excavation work would have been completed by November 1, 1935; but in order to reach a firm foundation further excavation was required by the engineers, 2 ultimately a total of 84,000 cubic yards being removed. The additional excavation was apparently ordered from time to time in piecemeal fashion with the result that the contractor was subjected to very substantial delay, a large part of which we assume could have been avoided by a measure of diligence on the part of the engineers speaking for the city. The vacillating conduct of the engineers in this respect gave rise from time to time to verbal protests on the part of Transbay. The excavation for the foundation was not actually completed until July 25, 1936. ,

On August 7, 1936, Transbay ^nade written application to the city, under the terms of the contract, for an extension of time. The ground alleged was that unavoidable delays had occurred as the result of the additional excavation. The application stated that “due to the unforeseen condition of the rock, underlying the surface, which was pronounced by the Engineers to be unsatisfactory for the foundation, we were ordered by the Engineers to excavate further.” The application concluded with the statement that the “unavoidable delays between November 1, 1935, and July 25, 1936, total 236 calendar days.” An extension of that number of days was requested “within which to complete” the contract. The extension was granted and Transbay proceeded with the major work of pouring concrete. The latter work had already commenced April 30, 1936. Later on there were two other extensions, each for 90 days, each being granted upon Transbay’s statement that further unavoidable delays had occurred. The contract was completed and accepted by the city on July 1, 1938, at which time Transbay was paid the full unit contract prices, amounting in the aggregate to $3,457,000.69. 3

Meanwhile, on November 25, 1936, Transbay wrote the city protesting against the increased amount of excavation as a departure from the terms of the contract, and stating that it reserved the right to claim additional compensation by reason of the-unreasonable increase. This, it will be noted, was four months after the completion of the excavation work. Because of its bearing on the legal aspects of the case, the letter is copied in full on the margin 4

*471 On October 7, 1938, Transbay filed a claim against the city for $450,464.56 for damages for various delays in completion which were said to have increased overhead costs. These asserted delays consisted of the major one relating to excavation, plus minor delays in grouting. 5 Payment of the claim was refused by the city. The present action was commenced shortly thereafter.

The complaint contained three counts or causes of action. The first count was for damages for breach of contract in the amount for which claim had previously been filed as above stated. In a bill of particulars furnished the city the total claim for damages was reduced to $386,227.14. It was alleged in this count that because of the unreasonable increase in the amount of excavation and because of the delay in performance of the contract caused by the city, the plaintiff had been put to additional costs in the maintenance of its plant and equipment, and in such items as interest, insurance, overhead expense, maintenance of roads, etc., for an additional period of approximately one year, to the damage of the plaintiff in the sum mentioned.

The second cause of action was for $4,-291,628.28, said to be the reasonable value of labor and materials furnished the city. It was alleged that the city had made partial payment on this account, leaving a balance owing of $834,627.59. The third cause of action was for the same amount, asserted to be owing as the balance of

' “the agreed value” of labor and materials furnished.

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Bluebook (online)
134 F.2d 468, 1943 U.S. App. LEXIS 3595, Counsel Stack Legal Research, https://law.counselstack.com/opinion/city-and-county-of-san-francisco-v-transbay-const-co-ca9-1943.