Ryan v. City of New York

159 A.D. 105, 143 N.Y.S. 974, 1913 N.Y. App. Div. LEXIS 7449
Appellate Division of the Supreme Court of the State of New York·Decided November 7, 1913·Published·Cited by 7 cases

Opinion

Hotchkiss, J.:

The firm of which plaintiff is the survivor was the contractor for the construction of the Manhattan anchorage of the Williamsburg bridge. This anchorage was authorized by chapter 789 of the Laws of 1895, and was, in pursuance of that act, contracted for in the joint names of the mayor, etc., of New York and the city of Brooklyn on October 5, 1897. This was prior to the date when the Greater New York charter (Laws of 1897, chap. 378, as amd.) became operative. The work of building the bridge embraced contracts with other concerns for cables and the several towers over which they were strung. The work under the plaintiff’s contract was begun in October, 1897, and was completely finished about July or August, 1903. The contract provided for specific prices to be paid for piles, according to length, and “the sum of * * * $716,770 for the remainder of the whole work complete in place.” The masonry work included granite base or underpinning, granite face stones, ashlar shaft and moulded granite coping, with undressed limestone in the interior and faced limestone for certain exterior parts. Monthly or progress payments of the usual character were to be made by the city as the work progressed, and final payment after completion.

[107] The case comes here on. cross-appeals, the city appealing from the judgment in plaintiff’s favor, and the plaintiff appealing from so much of the judgment as dismissed certain of his claims. The items upon which plaintiff was awarded judgment are referred to throughout the case by numbers, which enumeration I shall follow.

Item 14. Damages because of being compelled to furnish increased quantities of granite under a wrongful construction of the specifications applicable to face stones; or, in the alternative. Item 21. The value of face limestone and limestone backing actually furnished but omitted from monthly and final estimates.

The specifications attached to the contract purport to be divided into general subjects and again into particular subjects. Stone work and masoniy seem to be included in a number of general titles, such as “Description,” “Quality of Materials,” “Backing Stones,” “Knuckle Stones,” “Coping and Cornice,” etc. Under the general heading of “Masonry,” with a sub-title of “Bond,” is section 102, reading: “The masonry will be laid in regular courses, and must be thoroughly bonded throughout. No stone in one course shall overlap the stones of the course next below by less than fifteen inches. ” Under the general title of “ Face Stones ” there are numerous sub-titles. Included under “Headers” is section 109, reading: “Every second or third stone in the face of each course shall be a header. Each header must be at least three feet in face width, and its length shall be at least three times its height.” Under the sub-title of “Stretchers” is section 110, reading: ‘ ‘ Stretchers shall not be less than twice nor more than four times their height in length, nor less than three feet wide.” Sections 111 and 112 bear sub-titles of “Vertical Joints” and “Beds,” and section 114, entitled “Bottom Beds, etc.,” reads: “The bottom bed shall always be the full size of the stone, and no stone shall have an overhanging top bed (this clause applies also to backing)” The specifications also provided that “Any question as to the intent or meaning óf these specifications and drawings shall be referred to the [chief] Engineer, whose decision, approved by the Commissioners, shall be final.”

The contract itself provided that the contractor should sub[108] mit to the chief engineer “course drawings,” showing in detail the dimensions of each layer of stone for the anchorage. Such approval of the course plan was necessary before the stone could be cut. The first course plans prepared by plaintiff’s engineers were submitted to the chief engineer, who rejected them, claiming they were not in accordance with the specifications because they did not show a “ 15-inch ” bond in the face stones. To this the plaintiff objected. After considerable discussion the city modified its demand to the extent of permitting a lap of eleven and one-fourth to eleven and one-half inches in the granite face ashlar. The practical difference between the parties with respect to the clauses of the contract affecting the question of bonding was that the construction claimed by the city required that at every alternate course of face granite there should be laid a second or interior course of granite. It is manifest that this construction required the use of very much more granite than would otherwise have been necessary, and, to a corresponding extent, required the use of less limestone, a much cheaper stone.

The plaintiff continued to contend against the city’s construction of the contract, and insisted that, notwithstanding whatever was said about bonding in section 102 under the general title of “Masonry,” the proper construction of the contract in this regard was to be found under the general heading of “Fáce Stones” as expressed in the various sections under the snb-titles of “Headers,” “Stretchers,” “Vertical Joints,” etc., laying particular stress upon section 114, entitled “Bottom Beds, etc.,” and the last words thereof, which in the original are italicized and read “This clause applies also to backing,” thus, as plaintiff claimed, showing an intention to qualify any general expressions of section 102 by the particular phrases and measurements found in the sections under the general head of “Face Stones.” Notwithstanding plaintiff’s protest, the city insisted upon its construction, modified as above, and, still protesting, plaintiff completed the contract according to the city’s demand.

If the affirmance of the judgment, so far as this item is concerned, required the approval of certain classes of evidence offered by both parties and consisting in part of the testimony [109] of experts as to the meaning of the contract, and in part of the practical construction put upon a different although similar contract between the city and another contractor for the building of the Brooklyn anchorage of the same bridge, I should hesitate to express my concurrence. But upon other evidence of undoubted competence, voluminous in extent and convincing in weight, the learned referee has found that the position taken by the city, although not without some support from the confused expressions of the specifications, was without actual justification and that the contract afforded it no valid ground for its demand. Under these circumstances the act of the city in compelling plaintiff to substitute some 2,329 cubic yards of granite for a like quantity of limestone constituted a breach of the contract for which he is entitled to recover damages. (Gearty v. Mayor, etc., 171 N. Y. 61; Borough Const. Co. v. City of N. Y., 200 id. 149.) The damages awarded were the difference between the value of the limestone rejected and the value of the granite substituted therefor. To this measure of damages no objection can be made.

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Ryan v. City of New York, 159 A.D. 105, 143 N.Y.S. 974, 1913 N.Y. App. Div. LEXIS 7449 (N.Y. Ct. App. 1913).

159 A.D. 105 (Ryan v. City of New York) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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