Provo v. City of Syracuse

186 N.E. 417, 262 N.Y. 127, 1933 N.Y. LEXIS 925
CourtNew York Court of Appeals
DecidedMay 31, 1933
StatusPublished
Cited by3 cases

This text of 186 N.E. 417 (Provo v. City of Syracuse) is published on Counsel Stack Legal Research, covering New York Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Provo v. City of Syracuse, 186 N.E. 417, 262 N.Y. 127, 1933 N.Y. LEXIS 925 (N.Y. 1933).

Opinion

*129 Pound, Ch. J.

This is an action to recover $28,168 from the city of Syracuse claimed as a balance due on a contract for construction work.

The question is whether the complaint herein does more than state facts constituting a claim for extra compensation for work agreed to be done under a municipal contract, or whether it states facts constituting a cause of action for work done for which the contractor is entitled to compensation under the contract.

A written contract was entered into, after competitive bidding, between the plaintiff, the lowest bidder, and the city of Syracuse, dated December 28, 1926, whereby plaintiff agreed to dig a trench and lay a cast-iron pipe therein for the Syracuse water supply from Skaneateles lake according to plans and specifications therefor.

The contract, among other things, provided:

“ Depth.
Section 82. The trench for the main conduit shall be excavated to the depth, grades and alignments shown on the maps and profiles, or as the Commissioner may direct, which in general will be to such depth as to allow at least four (4) feet of cover over the top of the pipe. In earth excavation the bottom of the trench will be graded and leveled off to a depth of two (2) inches below the invert of the pipe. In rock, the bottom of the trench shall be excavated six (6) inches lower than the invert of the pipe, and the spaces refilled with earth upon which to bed the pipe. Trench excavation will be paid for a depth of two (2) inches below invert grade for earth and for a depth of six (6) inches below invert grade for rock.”

Section eighty-three of said contract provided as follows:

“Width and slope of trench.
Section 83. The trenches for the 36 inch conduit, to have a width of four and one-half (4|) feet, at the *130 bottom of the pipe, with side slopes of one (1) horizontal to ten (10) vertical. These are the maximum dimensions which will be paid for in the trench for the'main conduit.”

Section eighty-six of said contract provided as follows:

“Measurements and projections.
Section 86. Any material excavated or removed outside of the limits above specified in the trench for the main conduit, will not be included in the measurement, nor be paid for, unless the same is specifically ordered by the Commissioner, or made necessary by a change in the line. * * *.”

The contract also provided:

“Alteration of the work.
20. The Contractor agrees that the Engineer may make alterations in the line or grade, and the Commissioner in place, form, position, dimension, or material, of the work herein contemplated, or any part thereof, ■ either before or after the beginning of construction, and that, in case of any such alteration, so much of this contract as is not necessarily affected thereby shall remain in force. If such alterations decrease the quantity of work to be done they shall not constitute a claim for damages or for anticipated profits on the work that may be dispensed with; if they increase the quantity of work to be done, such increase will be paid for according to the quantity actually done, and at the price established for such work under this contract, or in case there is not price established therefor it will be paid for at its actual reasonable cost to the Contractor as determined by the Commissioner, plus fifteen per cent of such cost.”

The complaint alleges:

Eleventh: Plaintiff further alleges that shortly subsequent to the date when the plaintiff began to excavate the pipe trench and to lay pipes therein, plaintiff found that the size of the specified pipe trench, especially regarding the width of the bottom of the trench and the slope of the sides thereof, did not give sufficient room *131 for the proper and efficient laying of the pipes as required by the terms of the contract; that in a trench of the size specified by the contract, there was not room to properly place, locate, align, tamp, refill the trench about the pipe, test the same under pressure, determine the mount of the joint room, caulk and joint the sections of pipe, or to furnish proper room for the inspection of the work by the defendant’s Inspectors and agents, as required and specified by the provisions of said contract, hereinbefore referred to and set. forth; that thereupon the plaintiff brought the matter of the improper specified size and dimensions of the pipe trench to the attention of the Commissioner of Public Works, and his duly authorized agents acting within the scope of their authority, and after some investigation, the Commissioner of Public Works, individually and acting through his said agents and appointees within the scope of their authority, changed the dimensions of the pipe trench for the 86 inch pipe, so that the specifications should then provide that the plaintiff should excavate and be paid for a trench five (5) feet in width at the bottom and with side slopes of two and one-half (2§) feet horizontal to seven (7) feet vertical, and providing for the same degree of slope of the trench at other depths; that the contractor should be paid for excavating pipe trench at the price per cubic yard specified in the contract to the dimensions hereinbefore stated, provided that the plaintiff did actually excavate to those dimensions, and that in case the plaintiff did not excavate to the width and slope as hereinabove provided that he should be paid only for the amount of material actually excavated; that if the plaintiff excavated beyond the said limits as to width and slope, so provided for, that then he should not be paid for any material excavated outside such width and slope; that the change in the said contract was duly authorized by the provisions contained therein, hereinbefore alleged and referred to, and particularly by Paragraphs three and twenty thereof and *132 Sections eighty-two and eighty-six of the specifications; that the Commissioner of Public Works of the defendant) individually and acting through his duly authorized agents, gave notice of the correction and amendment of the specifications as to the size of the trench, to the plaintiff herein, as required by the said contract; that the plaintiff duly accepted the orders and directions of the defendant’s Commissioner of Public Works, and his authorized agents and employees, and thereafter proceeded to excavate the trench for the 36 inch pipe line to a width of five (5) feet at the bottom and with side slopes of two and one-half (2J) feet on seven (7) feet.
“ Twelfth:

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Cite This Page — Counsel Stack

Bluebook (online)
186 N.E. 417, 262 N.Y. 127, 1933 N.Y. LEXIS 925, Counsel Stack Legal Research, https://law.counselstack.com/opinion/provo-v-city-of-syracuse-ny-1933.