Odell v. Colmor Irrigation & Land Co.

280 P. 398, 34 N.M. 277
CourtNew Mexico Supreme Court
DecidedJanuary 28, 1924
DocketNo. 2702.
StatusPublished
Cited by7 cases

This text of 280 P. 398 (Odell v. Colmor Irrigation & Land Co.) is published on Counsel Stack Legal Research, covering New Mexico Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Odell v. Colmor Irrigation & Land Co., 280 P. 398, 34 N.M. 277 (N.M. 1924).

Opinions

OPINION OF THE COURT

BRATTON, J.

This suit was instituted by the Odell Bros. Construction Company, a copartnership, against the Colmor Irrigation & Land Company, a corporation. For convenience, the former will be referred to throughout as the plaintiff, while the latter will be referred to as the defendant.

On May 4, 1918, the parties entered into a written contract whereby the plaintiff was employed to construct for the defendant a certain intake canal of the Lake Charette irrigation system, to belong to the defendant and h> be situated in Colfax county. This contract contained the .following provisions with regard to the duty and authority of the engineer to be in charge of such work:

“When the word ‘engineer’ is used herein it shall mean Bartlett & Ramney, Inc., and their duly authorized assistants limited to the particular duties entrusted to them.
“All the work shall be done to the satisfaction of the engineer who shall in all cases determine the amount, quality, acceptability, and fitness of the several amounts of work, materials and equipment.
“The engineer shall have the final decision on all matters of dispute involving the character of work, the compensation to be made therefor, or any question arising under this contract, and his decision shall be final and binding on both parties to this contract.”

The materials to be excavated in the construction of such intake canal were divided into four classes, the provisions of the contract with reference to such classification being as follows:

“Materials on all canals and ditches, will be classified in accordance with the following definitions:
“Class 1. Material shall comprise all material which can be plowed with a strong ten (10) inch grading plow, well handled, behind a good six (6) mule or horse team.
“Class 2. Material shall comprise: First, hard shale or soapstone lying in its original or stratified position, coarse boulders_ in gravel, cemented gravel, hardpan, or any other material requiring in the judgment of the engineer, the use of pick and bar, or which cannot be plowed with a strong ten (10) inch grading plow, well handled behind a good six (6) mule or horse team. It is to be understood that the plowing test shall apply to all materials named herein, and that only such material is entirely loose rock, which, in the judgment of the engineer, it is impracticable to plow at all with a strong ten (10) inch grading plow, well handled behind a good six (6) mule or horse team. Any material in which a portion of a days work in plowing can be done with a strong ten (10) inch grading plow, well handled behind a good six (6) mule or horse team, will be classified as a percentage of class 1 and a percentage of class 2, the amount of such percentages to be finally determined by the engineer. Second, detached rock or boulders in masses exceeding one and one-half (1%) cubic feet and less than one cubic (1) yard.
“Class 3. Material shall comprise: First, rock in solid beds or masses in its original or stratified position. Second, boulders or detached masses of rock exceeding one (1) cubic yard, and all other material which in the judgment of the engineer cannot be removed without continuous drilling and blasting and which is as difficult and expensive to remove as solid limestone or sandstone. The fact that blasting may be resorted to by the contractor, or may be the most economical means of working a material, will not of itself entitle such material to be classed as class 3 material. Class 3 material shall not comprise ‘malpais’ or Basalt rock.
“Class 4. Material shall comprise solid beds or masses of ‘malpais’ or basalt rock in its original position or in detached masses exceeding one (1) cubic yard. The company may omit class 4 materials at its option from the work to be done.
“Compacted embankments or plowing of natural surface below spoil banks will be force account work. The force account in case of compacting embankment or hauling material as ordered shall cover in addition to cost of the said work itself the cost to contractor of delay to steam shovel if there be any.”

By the further terms of the contract, the prices to be paid for the respective materials so excavated were: For all in class 1, 20 cents per cubic yard; for all in class 2, 60 cents per cubic yard; for all in class 3, $1.25 per cubic yard; and for all in class 4, $3 per cubic yard.

Plaintiff charged in its first amended complaint: That it had performed all of its obligations under the terms of the contract, and had' completely constructed such intake canal in accordance with and as required by its provisions. That after such completion, John S. Fenner, the resident engineer, had prepared a final estimate required by the terms of such contract, which purported to show the quantities of materials in each class excavated and moved by the plaintiffs, as well as the prices to be paid and received therefor, and that such final estimate had been adopted and approved by the chief engineer, Terrill Bartlett, who had acted upon behalf of Bartlett & Ranney, Inc. That such final estimate showed that plaintiff had excavated 61,328 cubic yards of material in class 1; 2,127 cubic yards in class 2; 1,948 cubic yards in class 3, and 5,539 cubic yards in class 4; whereas, there were actually 49,284.6 cubic yards of material in class 1; 7,506 cubic yards in class 3; 4,606.3 cubic yards in class 3, and 9,363.2 cubic yards in class 4. That such final estimate was not based upon actual and correct classifications made in good faith by a competent engineer and competent assistants, in the exercise of an honest judgment, but that said engineer and his assistants had willfully, knowingly, fraudulently, in bad faith, and with the intent, purpose, and design to decrease the amount which the defendant would be required and compelled to pay under the terms of such contract, and without regard to the rights of the plaintiff, so wrongfully and erroneously measured and classified such materials. Plaintiff further alleged that the amount yet due and unpaid according to the work actually done and the materials actually excavated was $17,480.53.

It further pleaded that it had furnished materials and performed labor upon what was termed a “force account” to the extent of $1,464.60, of which $272.32 remained unpaid. It prayed that the final estimate of the engineer be vacated and set aside; that the true amount due the plaintiff be determined and judgment rendered therefor.

The defendant answered with certain admissions and denials and pleaded specifically the above quoted provision of the contract with regard.to the decision of the engineer being final and binding upon both parties. It tendered the amount still due according to the final estimate of the engineer, which had been previously refused by the plaintiff. It further pleaded an overpayment of $222.05, which occurred through mistake of the resident engineer, for which it sought a credit, and by way of cross-complaint it sought to recover $186 for certain articles of personal property which it had sold to the plaintiff.

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Bluebook (online)
280 P. 398, 34 N.M. 277, Counsel Stack Legal Research, https://law.counselstack.com/opinion/odell-v-colmor-irrigation-land-co-nm-1924.