106 N.Y.S. 374 | N.Y. App. Div. | 1907
The plaintiff in supplying itself with water, made a contract for the construction of- a pipe line; 19,300- feet long.- Á section of it 2,200 feet long was to be laid in a deep tunnel, instead of a deep trench, by a modification of the contract in which the surety joined. The contractors abandoned the work after doing part of it, and this action is against their surety on its.bond for performance. The complaint was dismissed on the close of the plaintiff’s evidence on the ground that the. pleaded defense that the plaintiff and the contractor changed the contract by an agreement .'made between them without the consent of the Surety was made but. The claim is that the. tunnel through the said section, of' 2,200 feet was changed hi the detail of doing the work from a curved line to^a straight line. . The contract and specifications- show that, the pipe line was of 20-inch pipe and' was to'-' he laid iii a right of way of t,lie general width of 66 feet acquired by the city, the plaintiff. The map used to acquire the right of way showed the centre line thereof,, but not the side lines. They were determinable by measurements from the centre line, the width of the right of way being given. This samé map was'used in the specifications and contract to show where the pipe line was to be laid. The centre line, was all that it showed, as already stated, but the specifications, which with the map were made part of the contract, stated that the general width of the right of way for the pipe line was 66 feet. The contract does not say in word's that the pipe line is to follow the s.aid centre line, but the defendant, the surety, claims that that is the contract, nevertheless, by reason of the said map being part thereof.
This may be granted, and still the dismissal would be error.. The. evidence,'including the map, shows that the right of way over the said-section'of, 2,200 feet curved or waved to right and' then to left several, times, instead of its sides being straight fines. There was-, no, agreement made changing the contract for a - tunnel;' but in excavating the tunnel the. contractors did not-follow the curving or .waving centre line of the right of way, hut a straight line, from the point of beginning 'on the centre line, and the city’s engineer in charge allowed this, and' after the abandonment the city' completed the work in the same way.' In this way the tunnel three times deviated from the centre line and returned-to and crossed it. Sometimes the deviation was very little, and'once as far.'as 38'féet,
When the strict letter of the contract is examined, it will also be seen that it is not that the trench and tunnel shall strictly adhere
It is argued' that the profile which formed part of the specifications must have had reference to a fixed surface line in showing the depth of excavations, ^nd that that .was the centre line of the right -of way; but the evidence of the engineer who made it is to the contrary,' viz., that after the custom in the making of such maps, the surface line shows the general or average surface elevation at the qfiace in the right of way, instead of along a fixed line.. -.
There is another reason .why the dismissal was erroneous, even assuming that the original contract required the trench to follow the centre line. As has already been mentioned, the original contract requiring the pipe to be. laid in a trench was by agreement of the parties and the surety changed by substituting a tunnel along the section of 2200 feet in question. The change was a concession to the contractor and' surety, it being for their benefit. The trench for most of the distance -was to be from 30 to 35 feet deep,,all through rock excepting the top 13 feet, and the object of the change was to make the work less expensive. The agreement of change does not say the tunnel shall follow the centre line; it. simply substitutes a tunnel for a trench, except that' the tunnel is to- be 9 feet lower than the trench. It v-ould be easy enough to follow, the centre line on the surface in digging the trench,- but to follow that constantly curving line in building such a small tunnel through rock 39 to 41 feet below the surface would be a.very different matter.. The evidence is that it would be impracticable. How the change from trench to tunnel carried with it all things necessary to make such change practicable." The jiarties did not mean an impracticable change. The contrary nuist be presumed. If it were possible at all to approximately excavate the tunnel through rock oh the constant curve of the centre, line, instead of on a straight ..line, or straight lines, the gre'at nicety and difficulty of it would add greatly to the expense, whereas the object of the change was to lessen the’ expense. There was no reason to do so, and'it would have been folly and detrimental.to the contractor and the surety to do so.
The judgment should he reversed.
Jenks and Miller, JJ., concurred; Hooker and Rich, JJ., dissented.
Judgment reversed and new trial granted, cost§ to abide the event.