Joyce v. Sauk County
Joyce v. Sauk County
Opinion of the Court
Upon this appeal a great many questions are raised with reference to procedure upon the trial, particularly the admission of evidence over the objection of the defendant. We have examined these assignments of error with care. Most of them can be disposed of as nonprejudicial for the reason that they related to matters which were found in favor of the defendant by the jury. As to the remainder we find nothing prejudicial or which merits special treatment.
The controversy between the parties to this action relates mainly to two principal questions: (1st) the classification of the yardage admittedly excavated by the plaintiff under his contract; and (2d) the right of the plaintiff to recover for yardage in excess of that allowed him by the estimate of the engineer and in excess of that indicated by the plans and specifications.
(1) The contract provides the method of measurement.
“12.8 Method of measurement. All accepted road excavation shall be measured in its original position by the method of average end areas with no correction for curvature. Solid rock in ledges shall be measured from cross-sections taken before and after the cuts are opened. The yardage of loose rock in the form of cut’ shall be determined*247 by estimating its percentage of the entire cut. The yardage of loose and solid rock in the form of detached boulders shall be determined by estimating three dimensions. In all cases where classification of excavation is necessary such classification shall be made by the engineer as the work progresses, and in conference with the contractor or his authorized representative. If dispute arises as to the proper classification the contractor shall file his protest in writing within twenty-four hours, otherwise no change in classification will be allowed.”
The contract also contains the following provision:
“5.1 Authority of engineer. The engineer shall decide any and all questions which may arise as to the quality or acceptability of materials furnished and work performed and as to the manner of performance and rate of progress of the work and shall decide all questions which may arise as to the interpretation of the plans and specifications, and all questions as to the acceptable fulfilment of the contract on the part of the contractor, and as to compensation. His decisions shall be final and he shall have executive authority in accordance with paragraph 8.8 and other measures within these specifications to enforce and make effective such decisions and orders as the contractor fails promptly to carry out.”
A consideration of paragraph 12.8 indicates that a proper classification of material involves the exercise of judgment and is not a mere matter of mathematical computation. It appears from the evidence that the engineer never made any classification in conference with the plaintiff as the work progressed. He made it when and as convenient for him and the result of his classification was not disclosed until the completion of the work. After the completion of the work, Mr. Greenwood, the engineer, allowed the plaintiff 29,807 cubic yards of excavation classified as follows: 24,983 cubic yards of earth, 2,809 cubic yards of loose rock, and 2,015 cubic yards of solid rock. The arbitrators, Burch, Bean, and Busby, found that there were 30,576 cubic yards of excavation classified: earth 21,810 cubic yards, loose
The arbitrators were all experienced engineers of established reputation. They pursued the method usually and customarily employed by engineers in work of that character. The evidence which they gave upon the trial abundantly sustains the finding of the jury with respect to classification. In this connection it is contended by the plaintiff that the judgment should be modified by allowing a recovery of approximately $190.38 on account of yardage claimed to
(2) The plaintiff in performing the contract excavated • 35,844 cubic yards or 6,037 cubic yards more than he received compensation for under the verdict. The jury by its fourth finding found against the plaintiff’s contention, and the trial court denied plaintiff’s motion for judgment for compensation for extra excavation, which motion was based upon the proposition that the plaintiff was entitled to recover therefor as a matter of law. Plaintiff’s contention is based upon this: that the county highway committee and engineer by their conduct as the work progressed ratified and authorized the changes made by the plaintiff and thereby assumed and agreed to pay therefor at the contract rate. A determination of this question requires us to examine somewhat the authority of the county highway committee and the engineer in the premises.
Sec. 83.04 (1), Stats., among other things, provides :
“The manner of advertising for bids and the forms of bids, contracts and bonds shall be prescribed by the State Highway Commission and shall be uniform.” '
Sec. 4.3 of the contract relates to increased or decreased quantities. Among other things it was agreed—
“that all alterations shall be ordered in writing; and that equitable adjustment of compensation satisfactory to the contractor shall be made when such alterations involve an increase or a decrease of more than 25 per cent, of the total cost of each or any item calculated from the original proposal quantities and the contract unit prices; provided further, that before work is started on any such alteration of over 25 per cent, a supplemental agreement setting forth the adjustment shall be executed by the engineer and the contractor.”
There is no contention that the engineer gave to the plaintiff any written order directing him to do any excavating other than that provided by the plans and specifications except slight changes, compensation for which has been made. If the claim of the plaintiff with respect to extra compensation should be allowed, substantially one hundred per cent, would have been added to the original estimate. Although the contract contains a clause (9.1) to the effect that the contractor will in all cases be paid for. the actual amount of work performed in accordance with specifications as shown by the final measurements, this must be held to apply to work .done in accordance with the terms of the contract, the specifications being a part of the contract.
By sec. 4.3 of the contract it is provided that the engineer may make such alterations in the plans or in the quantities of the work as may be considered necessary or desirable; provided, however, that all alterations shall be ordered in writing. Under the law, when the county board has deter
The contention of the plaintiff is that because the engineer, who in this case also acted as an inspector, was frequently on the work and the county highway committee were there officially and saw the manner in which the work was being carried out, and that from mere observation it would have been apparent, especially to the engineer, that more work was
■ The powers and duties of the county highway committee are prescribed by sec. 82.06, Stats., and no authority appears to be conferred upon the county highway committee to do • anything with reference to extra work done under a contract entered into with the approval of the State Highway Com-missipn. Having no power to modify or in any way change the contract existing between the plaintiff and the defendant, we are unable to see how its conduct could be the basis of an implied promise by the defendant to pay. The contract itself makes no provision for any such modification. Neither does it state in what way the engineer for a particular job
By the Court. — Judgment affirmed.
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