McGovern v. McClintic-Marshall Co.

269 F. 911, 1920 U.S. App. LEXIS 1922
CourtCourt of Appeals for the Second Circuit
DecidedNovember 10, 1920
DocketNo. 22
StatusPublished
Cited by5 cases

This text of 269 F. 911 (McGovern v. McClintic-Marshall Co.) 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
McGovern v. McClintic-Marshall Co., 269 F. 911, 1920 U.S. App. LEXIS 1922 (2d Cir. 1920).

Opinion

MANTON, Circuit Judge.

The plaintiff below has recovered a judgment of $35,100.96 damages and costs in an action brought to recover a balance due upon a contract between the plaintiff below and the defendants below for furnishing and fabricating, by the plaintiff below, structural steel for a part of route 61 of the Broadway-Fourth Avenue Rapid Transit Railroad which was constrxicted in the city of New York according to the pláxis and specifications furnished by the Pxxblic Service Coxnmission.

The first cause of action of the complaint alleged the making of a contract whereby the plaintiff below agreed to furnish and fabricate the structural steel for this part of the subway as per plans and specifications of the Public Service Commission, for the sum of $173,000, and alleged that the plaintiff below duly performed and carried out the said contract on its part, and furnished, fabricated, and delivered all the structural steel required under said contract, and that the defend[912]*912ant below accepted the same after inspection by the Public Service Commission. It is alleged that the amount sued for is the balance due.

In a second cause of action a claim for services rendered and materials furnished amounting to $2,538.36 is sued for. The answer admits all the allegations of the complaint, but sets up as a partial defense that the plaintiff below, having knowledge of the intention^ of the defendants below to make a bid for constructing route 61, solicited from the defendant below; and contracted for the structural steel work required in the event that the defendants below obtained the contract. It proposed a lump sum contract of $173,000 and represented to the defendants below that it had accurately calculated the tonnage required by the Public Service Commission’s plans and specifications, and that the amount required was 1,966 tons, divided as follows: 500 tons for subway; 1,310 for the elevated; and 156 tons for air shafts—making the price per ton about $88, which it is alleged, is a fair and reasonable market value therefor. It is alleged that the representations were made for the purpose of inducing the defendants below to rely thereon, and that the defendants below, relying thereon, after the award of the construction contract to them, entered into this agreement, for a breach of which this suit is brought. It is alleged that these representations were false in that the tonnage required was only 1,589 tons and only that number of tons-was delivered; further, that 48 tons were disCQvered by the defendants below after the execution of the contracts to be unnecessary, and that the defendants below consented to disregard this amount of tonnage as a reasonable variation and agreed to accept 1,918 tons in fulfillment of the contract and to pay therefor $173,000 making a rate of $90.20 a ton, and that upon discovery that the actual tonnage was only 1,589 tons, the defendants below demanded that the plaintiffs below accept in fulfillment the sum of $143,409, representing a price of $90.20 per ton for 1,589 tons, and tendered to the plaintiff below the balance due and unpaid, which was then only $1,559.21. It is alleged that the plaintiffs below refused to accept said sum. The answer then prays that the defendants below be entitled to a reformation of the contract so as to make the price named $143,408.98, instead of $173,000. To this a reply was interposed setting forth a denial of this partial defense.

The district judge, as a chancellor, heard the proofs offered to sustain this defense on the plea for a reformation of the contract. He thereafter directed a judgment to be*entered in favor .of the plaintiff below.

The contract sued upon consists of a proposal contained in a letter of the plaintiff below dated July 12, 1916, and its acceptance a letter of the defendants below dated August 12, 1916. The offer of the plaintiff below was for the—

“new structural work covering the subway and elevated work of route 61 for the New York Public Service Commission * * * for $173,000 for -which we will fabricate and furnish the new structural steel work in accordance with the plans and specifications prepared by the Public Service Commission, f. o. b. cars, our. works, with present rate of freight allowed to New York.”

[913]*913The proposal included:

“The structural steel work in the subway from Vernon avenue to Hancock street, and in the elevated portion from abutment west of Marion street to the approach of the Queensboro Bridge, east of "William street. * * * For the benefit of the erection we give subdivision of the weight:
Air shafts ................................................. 356 tons
Subway .................................................... 500 tons
Elevated work .............................................1,310 tons
“For your information the quantities and lump sum bid are based on the steel work shown as ‘new work’ only on the bidding plans. We have included none of the work shown on the dotted lines in the plans.”

The defendants below were successful in having awarded to them this work for $4,494,797. The contract between the city of New York and the defendants below was executed on April 11, 1916. The next day, the defendants below wrote:

“We hereby accept your proposal to us dated July 12, 1936, for furnishing and fabricating the structural steel for route 61, part of the Broadway-Fourth Avenue Rapid Transit Railway. Said proposal Includes and requires you to furnish structural steel for the
“Subway from Vernon avenue to Hancock street.
“Elevated portion from abutment west of Marion street to the approach of the Queensboro Bridge, east of William street.
“Shafts on the Manhattan side and Blackwell’s Island shaft.
“Sump west of the Blackwell’s Island shaft.
“All as per plans and specifications included in our contract with the Public Service Commission lor the First District for constructing the subway route aforesaid. *•' * *
“All for the sum of one hundred and seventy-three thousand dollars ($173,-000), L o. b. cars at your works, with freight allowed to include lighterage limits New York City.”

It is not questioned by the defendants below that the structural steel was supplied for route 61, as required by the plans and specifications referred to in the contract. Bills were tendered on a per ton basis during the progress of the work and payments were made. This was pursuant to the terms of payment, to wit, cash within 45 days from the date of each shipment.

On July 12, 1917,■ the defendants below offered objection for the first time to the bill rendered, calling to the attention of the plaintiff below that tonnage was figured at $96 per ton, whereas the contract implied in the summary of a lump sum bid was $90.20, to which letter the plaintiff below replied that its estimating department had used a different pound price on different classes of the work, but that it was a lump sum contract and that this difference would be adjusted in the final invoice.

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Cite This Page — Counsel Stack

Bluebook (online)
269 F. 911, 1920 U.S. App. LEXIS 1922, Counsel Stack Legal Research, https://law.counselstack.com/opinion/mcgovern-v-mcclintic-marshall-co-ca2-1920.