Mitchell & Sexton v. Kavanagh

38 Iowa 286
CourtSupreme Court of Iowa
DecidedApril 24, 1874
StatusPublished
Cited by3 cases

This text of 38 Iowa 286 (Mitchell & Sexton v. Kavanagh) is published on Counsel Stack Legal Research, covering Supreme Court of Iowa primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Mitchell & Sexton v. Kavanagh, 38 Iowa 286 (iowa 1874).

Opinion

Miller, Oh. J.

— The written contract provides that Mitchell & Sexton agree to do the grading on “the Des Moines & Indianola Bailroad from stake No. 240 to stake No. 270 at the agreed price of twenty cents per cubic yard, excavation measurment, to be paid upon engineer’s estimates, the same as upon' the said Kavanagh’s contract,” &c. It was subsequently orally agreed that jfiaintiffs should grade from the stake last named to stake 271, for the same price and on the same terms as stated in the written contract.

í verdict • suffiSt “to sustain. It is agreed and admitted that the plaintiffs performed the work as they agreed, that the Engineer of the Bailroad ComPany estimated the amount of work so done and that defendant settled with and paid plaintiffs therefor in full. It is claimed by plaintiffs that-such settlement was not a final one', that the estimates of the Engineer on which it was based were incorrect,.that the work actually done by them was greatly in excess of such estimates, and for which they seek compensation in this action.

Under this contract the estimates of the defendant’s engineer are to be taken, between these parties, as at least paima facie.-[288]*288correct, and the burden of proff is on the plaintiffs to show them to be otherwise. Memphis R’y Co. v. Wilcox, 48 Penn. St. 161; see, also, Herrick v. Vt. Cent. R'y, 27 V., 673; Alton R'y v. Northcott, 15 Ill., 49; Mansfield & Sandusky R'y v. Veeder, 17 Ohio R., 385; Commonwealth v. Clarkson, 3 Penn. St., 277.

The plaintiffs undertook to show the incorrectness of the engineer’s estimates by one B. Callan, who testifies that he was a surveyor and engineer by profession. He shows by his testimony that some time after the work was completed he called at the office of the chief engineer of the railroad company, where he' obtained from that officer certain figures from which, with some measurements made by himself, he made an estimate of the work done by the plaintiffs on the sections included in their contract, which shows a large excess of excavation over the engineer’s estimates. It is evident that the verdict of the jury is based upon Callan’s calculation of the amount of work done by the plaintiffs. Appellant insists that the verdict is not sustained by sufficient evidence. In this I feel bound to concur. It seems patent that the verdict is not supported by sufficient evidence. In the first place, this witness, Callan, shows by his own testimony that he did- not have sufficient data upon which, with only some five or six actual measurements made by him, to make a correct estimate of the-work actually done. He also shows by his testimony that he found the figures which he obtained of the chief engineer, as far as they went, to be correct. It is also showp that the further data requisite to a correct estimate of the. grading was in the possession of the engineer of the defendant who made the estimates at the time of making the same.

Secondly. Callan shows by his testimony that he did not measure any excavations, but took the figures of the engineer furnished him and made some intermediate measurements of émbankments, from all of which lie- computed the number of cubic yards in the- embankments, and then-added ten peícent. to this amount. The contract provides for “excavation measurement.” In the absence of any custom or usage as to the mode or manner of making this measurement, it is plain [289]*289that it is done by measuring the excavation. If these terms have any technical meaning, they may be explained; or if there was any usage or custom as to the manner of obtaining this “ excavation measurement,” to which it might fairly be inferred the parties had reference in making their contract, such custom or xxsage could have been shown. But. no attempt was made to show, nor is it claimed that these words have any technical or peculiar meaning as they are used in this contract;- nor is there sufficient evidence of any custom or usage respecting the mode of obtaining “ excavation measurement.” This witness testifies, in substance, that there is a shrinkage of ten per cent, in the removal of earth of the character here used, from an excavation to an embankment, that 100 cubic yards of excavation will only make 90 cubic yards of fill, and hence when the embankment is measured' ten per cent, should be added to make the amount of excavation measurement. One other witness testifies that he has' known contractors to admit this mode of measurement. But the evidence falls far short of showing that there was any usage or custom among engineers to make or ascertain by “excavation measurement” the number of cubic yards of earth moved in grading a railroad track, in the manner the witness Callan did it.

The testimony of the engineer who made the estimates under the contract shows that in making the estimates he measured the excavations, and allowed the plaintiffs pay for the work thus shown to have been done. He further testifies that he also measured the embankments, and for the excess found in the embankments over the excavations, he allowed the plaintiff pay for that also. This method of measurement conforms to the language of the contract, while that adopted by the witness Callan does not. There is' nothing to show that the engineer was mistaken in any of his computations.

Thirdly. It was admitted that, at the time of making the contract, Sexton alone had already done grading between stations 241 and 271 to the amount of 3071 cubic yards. Now the witness Callan estimated the total of the work done between these stations, added ten per cent, thereto, and then [290]*290deducted only these 3071 cubic yards done by Sexton, without the ten per cent, previously added thereto, thus charging the defendant with all the work done by the plaintiffs, with ten p,er cent, added, and also with ten per cent, on 3071- cubic yards of grading done by Sexton alone. In my opinion the judgment should be

Reversed.

Cole, J.

— The other members of the court very readily concur in the conclusion reached by the Chief Justice in the foregoing opinion, but prefer to rest that conclusion upon another basis.

\ngineíS4Cegl timates. The contract sued upon is set out in the petition, and states that the plaintiffs agree to do the grading “from stake No. 240 to stake No. 270, at the agreed price of twenty cents per cubic yard, excavation measurement, to be paid upon' engineer’s estimates, the same as upon the said Kavanagh’s contract.” The plaintiff, Mitchell, testifies that, “we settled-up and he paid us for the amount of grading that the engineers of the road has estimated- — -that their estimate amounted to.” The evidence of each party shows, and that without any disagreement, that the engineer of the road had made estimates of the work done, and that the plaintiffs had been fully paid for their work “upon the engineer’s estimates, the same as upon the said Kavanagh’s contract.”

What is the effect of the agreement by plaintiffs that they are “to be paid upon engineer’s estimates? ” In Easton et al., v. The Penn. & Ohio Canal Co.,

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Henry v. Jons
145 N.W. 909 (Supreme Court of Iowa, 1914)
Cicero & Proviso Street Railroad v. Snider
72 Ill. App. 300 (Appellate Court of Illinois, 1897)
Edwards v. Louisa County
56 N.W. 656 (Supreme Court of Iowa, 1893)

Cite This Page — Counsel Stack

Bluebook (online)
38 Iowa 286, Counsel Stack Legal Research, https://law.counselstack.com/opinion/mitchell-sexton-v-kavanagh-iowa-1874.