Nishnabotna Drainage District No. 10 v. Lana Construction Co.

185 Iowa 368
CourtSupreme Court of Iowa
DecidedJanuary 27, 1919
StatusPublished
Cited by6 cases

This text of 185 Iowa 368 (Nishnabotna Drainage District No. 10 v. Lana Construction Co.) 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
Nishnabotna Drainage District No. 10 v. Lana Construction Co., 185 Iowa 368 (iowa 1919).

Opinion

Gaynor, J.

i. drains : en-contract* °£ On the 7th day of April, 1911, the board of supervisors of Pottawattamie County, acting on behalf of the plaintiff the Nishnabotna Drainage District No. 10, let to the defendants the work of constructing a ¿rainage ditch in said district. Before "the bids were made, the board, acting for the district, appointed a competent engineer to prepare and file plans and specifications for the ditch, setting forth the starting point, the route, and the terminus or termini of the ditch, with a plat and profile showing the ditch and the course and length of the drainage, together with an estimate of the number of cubic yards necessary to complete the work, and the probable cost. These plans and specifications, plat, and profile were on file at the time defendant submitted its bid, and on this, the bid was made. The contract entered into by the defendant made the plans and specifications a part of the contract, and provided that, in all respects, the defendant should comply with the plans [370]*370and specifications, and further said that, should there be any difficulty between the parties to the contract as to the construing of any of the terms or provisions of the agreement relating to the work to be done, the difficulty should be referred to the engineer employed by the first party, and his decision should be final and conclusive upon both. The compensation for the work was to be paid at the rate of 5.99 cents per cubic yard, “measured in the excavation only.” The contract and specifications further provided that the board of supervisors should have general supervision of the work, but the details of the entire work were to be in charge of E. E. Spetman, civil engineer, of Council Bluffs, to whom all questions relating to plans of construction or carrying on the work, or construing the intent or meaning of these specifications, should be referred, and that his decision should be final and binding upon both parties. The contract further provided:

“The work will be inspected frequently by the engineer in charge, who will make an estimate on the first of each month, of the amount of work done during the preceding month, which, when properly certified, shall entitle him to payment of eighty per cent of the amount earned, and upon final completion of the work as a whole, * * * the engineer shall report to the board of supervisors, who will thereupon inspect the work, and if satisfactory, shall finally accept the same and order payment in full to the contractor.”

After making the contract, the defendant entered upon its work, and as the work progressed, it was furnished from time to time with estimates of the same by the engineer in charge, and received 80 per cent of the compensation as fixed by the 'contract, based upon the estimates given by the engineer. On the 6th day of August, 1912, upon the final estimate of the engineer in charge of the work, the board of supervisors ordered the payment to the defendant of the [371]*37120 per cent that liad been withheld upon the estimates aforesaid, less the sum of $500. On the 20th day of December, 1912, the board ordered the payment of this $500, and the same was paid by the auditor, as directed. This action was begun on December 21, 1914.

In the first count of the petition, plaintiffs seek to recover a certain sum of money, which they claim was overpaid to the defendant. It is claimed that the estimates given by the engineer, upon which defendant received payment, were not based on the amount of earth actually removed in the construction of the ditch, but were figured and made as though said ditch, from the point of its commencement to the point of termination, was excavated through solid earth, whereas the ditch, at many places, intersected the Nishnabotna Biver, and little or no excavation was required there; that the defendant, as a matter of fact, did not excavate as many cubic yards of earth as shown by the estimates upon which it received payments; that, by reason of the method adopted by the engineer in making the estimates, the defendant received payment for more cubic yards of earth than were actually removed.

In the plans and specifications, it was provided that the ditch should run from a point called Station 1, in the center of the Nishnabotna Biver, to a point called Station 600, in the Nishnabotna Biver, as shown by plats and profile now on file with the county auditor of Pottawattamie County, which were made a part of the specifications.

[372]*3722' payments1 untaterpreter3 [371]*371The engineer, in making the estimates upon which payments were made, measured the space within the excavation; and determined the number of cubic yards, as it appeared after the ditch was dug, for which defendant was entitled to receive payment by that method, it appearing that he was authorized, by the contract, to interpret and construe the intent and meaning of the specifications, and to make the estimates on which payments were to be made. The origi[372]*372nal estimate of the number of yards necessary to be excavated to complete the ditch, as made by the engineer and set forth in the plans and specifications, was approximately 711,000 cubic yards. Defendant was paid for approximately 712,000 cubic yards. If the method contended for by the plaintiff should be adopted in making final estimates of the work done, then the plaintiff paid for 82,686 cubic yards more than was actually removed by the defendant. If the method pursued by the engineer in making estimates is to control, then the defendant has not been overpaid. The question, then, presents itself: -*-s contract susceptible of the interpretation given to it by the engineer? Are the interpretation and construction placed upon the contract by the engineer binding on these plaintiffs? The simple question is: Does the construction placed upon the contract by the engineer bind the plaintiffs?

This case was disposed of on demurrer. The petition discloses the fact that the engineer, in estimating the number of cubic yards for which defendant was entitled to receive compensation from the plaintiff, measured the number of cubic yards appearing in the excavation at the time the estimate was made. The contention of the plaintiff is that the engineer should have based his estimate upon the number of - cubic yards of earth actually removed by the defendant. The engineer was acting for and in behalf of the plaintiff, and was by the contract given the right to construe the contract. The plans and specifications were a part of the contract. The engineer evidently construed the agreement to mean that all the work should be paid for by the cubic yard, at 5.99 cents a cubic yard, measured in the excavation only. It is not claimed that any mistake was made in the measurement, or that any fraud was practiced by the defendant or by the engineer, in making the estimates, when made in this way. The only mistake, if a mistake at [373]*373all, is in the construction of the contract, and in the method pursued by the engineer in - estimating the number of cubic yards for which defendant was entitled to receive pay. The question is this: Are the plaintiffs bound by the interpretation of this contract made by the engineer,.

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