Cam-Ful Industries, Inc. v. Fidelity & Deposit Co. of Maryland

922 F.2d 156
CourtCourt of Appeals for the Second Circuit
DecidedJanuary 4, 1991
DocketNos. 1349, 1566 and 1567, Dockets 90-7113, 90-7169 and 90-7173
StatusPublished
Cited by3 cases

This text of 922 F.2d 156 (Cam-Ful Industries, Inc. v. Fidelity & Deposit Co. of Maryland) is published on Counsel Stack Legal Research, covering Court of Appeals for the Second Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Cam-Ful Industries, Inc. v. Fidelity & Deposit Co. of Maryland, 922 F.2d 156 (2d Cir. 1991).

Opinion

GEORGE C. PRATT, Circuit Judge:

This dispute arises out of a public construction project in Syracuse, New York. We are asked primarily to reverse the district court’s determination that relieved a surety of responsibility under a payment bond for the claim of an excavation subcontractor who, at the request of the prime contractor, installed wood sheeting that was required by the prime contract, but was beyond the scope of its subcontract. On this issue we reverse and remand for a determination of damages on the wood sheeting claim.

We also reverse the district court’s sua sponte dismissal after trial, for lack of subject matter jurisdiction, of the reciprocal cross-claims between the third-party defendant prime contractor and the plaintiff subcontractor, and we dispose of other issues as indicated later in this opinion.

I. BACKGROUND

In early 1983 the City of Syracuse, New York, requested bids for rehabilitating the main electrical duct bank at the Syracuse Hancock International Airport (“.the project”). Adams Electric Corp. (“Adams Electric”), a third-party defendant in this case, submitted the low bid of $590,630. The city’s engineer for the project notified Adams Electric that its bid was more than 10 percent below the engineering estimate, and, as required by Federal Aviation Administration regulations, requested Adams Electric to review its bid. After checking with its proposed subcontractors and verifying its figures, Adams Electric, on May 16, 1983, entered into a contract with the city for construction of the project at the bid price.

As required by the contract, Adams Electric obtained from defendant Fidelity and Deposit Company of Maryland (“Fidelity”) both a performance bond, not here in issue, and the labor and materials payment bond that is the subject of this appeal. Each bond was for the full contract price of $590,630, and each named Fidelity as surety and Adams Electric as principal.

Under the payment bond, the principal and the surety were “bound unto City of Syracuse, New York as Obligee, hereinafter called Owner, for the use and benefit of claimants” in the amount of the contract price. The condition of the bond’s obligation was that Adams Electric should promptly make payments to all “claimants” for all labor and material used or reasonably required for use in the performance of the prime contract between Adams Electric and the city.

As a subcontractor of Adams Electric, plaintiff Cam-Ful Industries, Inc. (“CamFul”) qualified under the bond as a “claimant” and was therefore entitled to prompt payment from Adams Electric as principal, or in the event of Adams Electric’s default, from Fidelity as surety, for labor and material “used or reasonably required for use in the performance of the Contract”. Significantly for purposes of our review of the decision below, the “Contract” to which the bond refers is the prime contract between Adams Electric and the city, not the subcontract between Adams Electric and CamFul.

Adams Electric subcontracted to CámFul that part of the project’s work that included excavating, protecting, and back-filling the long trench into which the airport’s main electrical duct bank was to be placed. Prior to submitting its bid to the city, Robert Adams of Adams Electric met with Robert Bradley of Cam-Ful, and the two men walked the construction site with copies of the plans. At both ends of the trench, and at nine locations along its 3,000 foot length, electrical manholes were to be constructed. These manholes required excavations that were both wider and deeper than the normal trench section.

Standard considerations of safety require that whenever an excavation is made in the earth, some consideration be given to preventing the sides of the excavation from falling in during construction. On this project, Adams and Bradley considered two possibilities for that protection: open cut [158]*158trenching and wood sheeting. With the former technique, the sides of the excavation are sloped back so as to be self-supporting. With the wood sheeting technique, boards are driven into the ground to make a temporary wall along the sides of the excavation. Aided by cross-bracing, the boards then support the sides of the excavation during the work. While more secure, wood sheeting is considerably more expensive than open cut trenching because it requires more materials and labor.

In their preliminary discussions of this job, neither Adams nor Bradley was certain as to which type of protection the city’s engineer would ultimately require on the project. Later, however, the two men agreed between themselves that wood sheeting would not be needed except in and near the manholes. At one meeting, when Bradley pointed out to Adams that the “typical trench section” shown on the plan appeared to call for wood sheeting, Adams reassured Bradley that it would not be necessary for the entire excavation, but only for the manholes.

On the basis of Adams’s reassurance, Cam-Ful submitted a subcontractor’s proposal to Adams Electric, which Adams Electric relied upon in making its successful bid to the city. Cam-Ful’s proposal included wood sheeting for the manholes, but contemplated open cut trenching for the rest of the project.

Well after the prime contract had been awarded to Adams Electric, the project’s engineer, on Jply 27, 1983, rejected the proposed excavation plan prepared by Cam-Ful, and indicated that the whole project, not just the manholes, would require wood sheeting. At this point Adams Electric had already signed its contract with the city and had obtained from Fidelity the performance and payment bonds; Adams Electric had not yet, however, executed any contract with Cam-Ful.

The district court found that despite the engineer’s position on wood sheeting, “Bradley was being .encouraged by Adams to continue on the Project”; that Adams suggested “that while tight wood sheeting might be the method of choice at the beginning of the Project, that method would be changed fairly early in the Project”; and that “Adams also suggested that if tight wood sheeting were required throughout the Project, Cam-Ful would be paid for it”. The district court further found that “[tjhese conclusions as to Adams’ statements prior to the signing of the [subcontract are uncontroverted”.

Adams prepared a proposed subcontract, and on August 10, 1983, Bradley signed it after modifying the liquidated damages clause; he then returned the signed, modified subcontract to Adams. Bradley testified that he had modified the subcontract to reflect his understanding of his conversations with Adams regarding wood sheeting. He did this by crossing out the original liquidated damages clause and replacing it with the following language:

NO LIQUIDATED DAMAGES AS LONG AS WORK PROGRESSES AS FAST AS POSSIBLE AND ADAMS ELECTRIC DOCUMENTS PROJECT DELAYS BY JACK EASTERLY OF OCWA, WEATHER AND UNFORESEEN CONDITIONS SUCH AS SHEETING ENTIRE TRENCH, (emphasis added)

Adams noticed the modification and even spoke with an attorney about it before signing the modified contract.

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Cite This Page — Counsel Stack

Bluebook (online)
922 F.2d 156, Counsel Stack Legal Research, https://law.counselstack.com/opinion/cam-ful-industries-inc-v-fidelity-deposit-co-of-maryland-ca2-1991.