Keystone Structural Co. v. Link-Belt Co.

270 F. 705, 1921 U.S. App. LEXIS 2458
CourtCourt of Appeals for the Third Circuit
DecidedFebruary 9, 1921
DocketNo. 2592
StatusPublished
Cited by2 cases

This text of 270 F. 705 (Keystone Structural Co. v. Link-Belt Co.) is published on Counsel Stack Legal Research, covering Court of Appeals for the Third Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Keystone Structural Co. v. Link-Belt Co., 270 F. 705, 1921 U.S. App. LEXIS 2458 (3d Cir. 1921).

Opinions

WOOLLEY, Circuit Judge.

All agree that the parties thought they, had entered into an express contract for the erection of a bridge. The plaintiff undertook to supply the material and do the work of construction and the defendant to pay for the same at a named price per 100 pounds of steel used. The plaintiff built a bridge and the defendant paid for a bridge. Later, the plaintiff found, as it claims, that the bridge it built was not the bridge it had contracted to build. On the assumption that the bridge it built was not covered by the contract, the plaintiff brought this action of indebitatus assumpsit to recover for the bridge at a price per unit substantially higher than that named in the contract. The trial court directed a verdict for the defendant and the plaintiff sued out this writ of error.

As the main facts of this novel controversy are not in dispute, we find it necessary to state them with particularity and at some length in order correctly to draw from them the inferences on which the decision rests.

The case made by the plaintiff was as follows:

The defendant was in negotiation with the Lake Champlain & Moriah Railway Company for the erection, at Port Henry, New York, of an [706]*706ore-handling bridge tramway of 193 feet span, containing about 190 tons of structural steel or of 243 feet span containing about 290 tons, as the railway company should later determine. In order to fix the amount of the bid it proposed to make for a bridge of either size, a representative of the defendant in a personal interview with a representative of the plaintiff asked the latter concern for quotations per pound or per unit of 100 pounds of structural steel (covering both labor and material) on a plan which it submitted, showing a bridge of 193 feet span but without specifications or details. By its letters of December 28 and 31, 1915, the plaintiff, referring by identification number to the plans submitted, quoted a price of 4.95 cents per pound. Thereupon the defendant made its bid to the railway company and on January 19, 1916, it was awarded a contract for the bridge, the dimension, whether the short or long span, remaining open for- determination by the railway company. Pending the railway company’s decision on this point, the defendant closed the contract with the plaintiff by letter of its agent, dated February 8, 1916, informally written at its Philadelphia office, and by letter of March 7, 1916, written at its home office in Chicago, formally accepting the quoted price. In the letter of the latter date the defendant directed the plaintiff “to furnish all necessary labor, tools, for the delivery and erection at Port Henry, New York, the structural steel necessary for one ore-tramway as per detail drawings and bills of material which we will furnish.” Later, the defendant sent the detail drawings and bills of material to the plaintiff’s plant. These did not show a bridge of 193 feet span according to the plan previously submitted but called for a bridge of 243 feet span. Pursuant therewith, the plaintiff corporation — its office force being ignorant of this disclosure — fabricated the steel, shipped it to Port Henry and erected the bridge. Not until it had finished the bridge, made delivery and received final payment did the plaintiff find that the bridge it had built was different from and 'larger than the bridge covered by the contract into which it regarded itself as having entered.

On these facts, when read in colorless outline, there would seem to be substance in the plaintiff’s contention that the minds of the parties had never met, or that the bridge contracted for was not built, that the bridge built was not contracted for, and that, accordingly, recovery therefor might validly be had on an implied contract in an amount to be found on the quantum meruit. Tucker v. Preston, 60 Vt. 473, 11 Atl. 726.

When the defendant came to its defense it did not dispute these facts, but supplemented them with other facts, which, taken together, constituted the case as made by the defendant. It was as follows:

In closing the contract by accepting the plaintiff’s offer to build a bridge at the price quoted, the defendant by its letter of March 7, 1916, concluded:

“All as per your quotations of 12 — 28—15 and 12 — 31—15 and letter from our Philadelphia Plant dated 2 — 8—16”

—restating the quoted price as $4.95 per 100 pounds, delivered and erected, and giving for the first time terms of payment as:

[707]*707“50% casli wlien all material is delivered, 25% cash when erection is complete, and balance (25%) upon acceptance.”

The importance of the cited letters to the present discussion is that in the plaintiff’s letter of December 28, which contains the first quotation of price, reference was made by plan number to the defendant’s drawing of a bridge of 193 feet span. At that time, it may be, the plaintiff’s price was made with reference to a bridge of that dimension. In the letter of February 8, 1916, last referred to, the defendant, pursuant to a previous conversation, enclosed eighteen listed sheets showing the structural steel work for the proposed bridge and instructed the plaintiff “to take these sheets as (its) authority for proceeding with the work,” evidently chancing the decision of the railway company on the size of the bridge it had yet to make. In this letter the defendant further stated that “the list covers from 85 to 95% of the structural-steel required for the order, which, together with about 10,000 pounds of plates * * * all constitute the greater part of the steel to be used in connection with this order,” concluding that, “as soon as we have the accurate drawings and regular bills of material from Chicago, we will be glad to forward these to you for your attention.”

It is in testimony that these listed sheets comprised the “Specification for Estimate” on the bridge with reference to which the parties were negotiating, and that the beams, rails and shapes there specified, considered with reference to their number and dimensions, disclosed to anyone familiar with such matters that the bridge for which the estimate had been asked was of 243 feet span and corresponding weight. It therefore appears that before the defendant’s letter of March 7, 1916, finally accepting the plaintiff’s price and formally closing the contract, there were in the hands of the plaintiff, first, a drawing without detail specifications showing a bridge of 193 feet span and a weight of about 190 tons and, second, listed sheets without a drawing, which, read in connection with the letter of February 8, showed specifications for a bridge of 243 feet span calling for more than 250 tons of steel.

Thus upon the closing of the contract there might have arisen a question whether the minds of the parties had met on the construction of a bridge of the dimension shown by the drawing or a bridge of the dimension shown by the listed sheets. If matters had stopped here-and this question had arisen in litigation, concededly it would have been one for a jury. But the transaction went on.

Without further correspondence concerning the terms of the contract, the plaintiff, evidently regarding the contract as closed by the defendant’s letter of March 7, set about its performance. It requested the defendant to send the detail drawings and bills of material, promised in that letter, direct to its fabricating plant at Royersford. These the defendant forwarded as'requested. For this reason they failed to pass through the plaintiff’s Philadelphia office.

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Hampton v. United States
82 Ct. Cl. 162 (Court of Claims, 1935)
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Cite This Page — Counsel Stack

Bluebook (online)
270 F. 705, 1921 U.S. App. LEXIS 2458, Counsel Stack Legal Research, https://law.counselstack.com/opinion/keystone-structural-co-v-link-belt-co-ca3-1921.