Edward DeV. Tompkins, Inc. v. City of Bridgeport

110 A. 183, 94 Conn. 659, 1920 Conn. LEXIS 49
Supreme Court of Connecticut·Decided May 14, 1920·Published·Cited by 27 cases

Opinion

Case, J.

So long as it remained an operative condition of the contract that the supporting piles of the piers must pierce and extend into the bases of the concrete cylinders, the contractor had little or no choice of general plans of construction; he was in any event committed to the use of coffer-dams, and this was the method contemplated from the first by the city’s consulting engineer who framed the requirements of the contract. The trial court so finds, and — at least so far as the evidence enlightens us on accepted engineering processes — was bound so to find. This requirement that the ends of the piles be embedded in the piers that rested on them was confessedly insisted upon until dispensed with by the advisory engineer in the spring of 1917 — nearly a year after the signing of the contract and long after a material part of the delay had been *674 caused. It was therefore a constantly controlling factor of the contractor’s course during all the controversy over the building of the piers. Since he was restricted to the use of coffer-dams, his right to use them in the only approved way to make their agency safe, serviceable and effective for his purposes, will be implied. Neither the contract itself, nor his knowledge of the general character of the work confronting him, should be read as demanding the impossible, or as limiting him to that degree of achievement, if a meaning so repugnant to the presumed purpose and intent of the parties can be reasonably avoided. He was bound, then, to make the coffer-dams substantially watertight at their submerged ends, unless he could depend upon a river bottom hard enough to do it for him at a depth to which it was practicable to drive his sheet-piling. Until this “seal” had been provided by either the river bed or the contractor, any attempt at pumping out the water would have been wholly ineffective.

The evidence warrants not only the finding that the natural bed of the river made such an artificial sealing of the coffer-dams necessary, but that the consulting engineer conceded the necessity. The reasonableness of the plaintiff’s continued insistence that safety required a concrete seal ten feet thick as against the suggestion of a thinner one by the consulting engineer, is disclosed by the latter’s frank but belated admission in his letter to the commission, of December 7th, 1916. After stating that "... the specifications call for placing the concrete in the dry, and this was the express desire of the commission,” he writes: “It was, however, made plain by me at the time” — obviously referring to the very inception of the defendant’s difference with the plaintiff over the construction requirements — “that a reasonable amount of concrete would have to be placed in the bottom of the coffer-dams in *675 the wet in order to seal them so as to enable them to be pumped dry and the bulk of the concrete to be placed in the dry. ... I am prepared to give my approval for the placing of approximately nine to ten feet of the concrete in the wet.”

In the light of the situation which the record discloses, the necessary inferences from this are that the plan which finally enlisted the engineer’s approval in December, is none other in effect than the plan which the plaintiff originally submitted to him in June, and that a virtual suspension of activity on this part of the work for the intervening six months is chargeable to his withholding an approval known by him from the first to have been both fairly demanded and fairly deserved. Nor is it disputed that for months after this long overdue recommendation, the commission refused to adopt it, and ultimately gave it only such qualified recognition as may be implied from their reference of the whole matter to Professor Burr for his opinion and determination.

Such latitude as indisputable evidence of this character left the trial court in locating a responsibility for delay arising over any dispute as to the need or required strength of an artificial seal, was further narrowed by Professor Burr’s requirement of a concrete seal fourteen feet thick for each of the two end piers where the coffer-dam method of construction was retained under his substituted plan. This radical and significant change of front, coming from the “voice of the commission” — as the plaintiff had been told in advance was to be the function of Professor Burr — may properly enough have had controlling weight with the court in reaching the conclusion that the plaintiff was right in this phase of its controversy over the construction of the piers, and that the defendant was wrong. When these conditions are established as essen *676 tial, the impossibility of complying with certain other requirements equally definite and positive in expression, is manifest. Since the pumping-out process could not begin until the concrete seal had been laid, at least that much of the mixture must be deposited in the water. For reasons quite as patent, the concrete could not all be poured “in one continuous operation,” unless a substantial part of it be laid in the water. With such undeniably contradictory restrictions imposed upon the contractor, there was no alternative to the conclusion that the specifications were ambiguous and inconsistent in requirements materially involved in the construction of the piers.

But the contract itself anticipates the possibility of differences arising from such a cause, and provides a remedy. The consulting engineer is made the arbiter of all disputes which call in question the meaning of his specifications, and the responsibility which the duty casts upon him here is obvious. The purport of the finding is that he refused or avoided this responsibility in an emergency which plainly demanded his action for the plaintiff’s enlightenment, and at its persistently urged request. There was ample evidence to sustain this part of the finding, and the conclusion that the defendant rather than the plaintiff is chargeable with delays directly due to the consulting engineer’s course, seems to follow as a necessary result. With the finding of these salient and controlling facts justified, further discussion of this branch of the appeal is uncalled for. They furnish the basis for proper inferences, which, with the evidence before us, fully support the finding as it stands. Hourigan v. Norwich, 77 Conn. 358, 368, 59 Atl. 487.

While certain assignments of error challenge the correctness of the conclusion that the plaintiff has established a right to any recovery whatever, (1) some *677 of these present mere questions of fact conclusively disposed of by the finding, (2) others depend upon assumed rulings of the court that are not discoverable on the record, and (3) still others appear to be based upon a wrong idea of the true purpose of the action, and the real grievance upon which the plaintiff relies to maintain it.

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Edward DeV. Tompkins, Inc. v. City of Bridgeport, 110 A. 183, 94 Conn. 659, 1920 Conn. LEXIS 49 (Colo. 1920).

110 A. 183 (Edward DeV. Tompkins, Inc. v. City of Bridgeport) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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