Jones & Carey v. Risley

32 S.W. 1027, 91 Tex. 1, 1895 Tex. LEXIS 536
CourtTexas Supreme Court
DecidedDecember 2, 1895
DocketNo. 345.
StatusPublished
Cited by51 cases

This text of 32 S.W. 1027 (Jones & Carey v. Risley) is published on Counsel Stack Legal Research, covering Texas Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Jones & Carey v. Risley, 32 S.W. 1027, 91 Tex. 1, 1895 Tex. LEXIS 536 (Tex. 1895).

Opinion

DENMAN, Associate Justice.

In October, 1886, the Gulf, Colorado & Santa Fe Railway Company and Jones & Carey entered into a written contract whereby Jones & Carey agreed to build the road of the company, including clearing, grubbing, grading, masonry, timber work, and track laying, in the Indian Territory, from Red River to the Canadian River: the work to be done according to the specifications attached, and “in conformity to the plans and directions and to the satisfaction and acceptance of the engineer of the railroad company.” The contract fixed the prices of the various kinds of work, and provided for its payment on the monthly estimates of the engineer; and also provided, that the decision of any dispute growing out of the contract should be referred to a board of arbitration, whose action thereon should be final. The specifications attached to said contract, and made part thereof, were prepared for an extension of a line- of railroad through an undeveloped country, and provided, under separate subdivisions, for the various kinds of work necessary to be done in the construction of the railroad. The subdivision “masonry” embraced all the rock work, which was again subdivided into (1) first-class bridge masonry; (2) second-class bridge masonry; (3) arch-culvert masonry; (4) box-culvert masonry; (5) paving; and (6) rip-rap—with separate provisions as to each. In reference to the “first-class bridge masonry” the specifications jtrovided, (1) that it “will be built of the best description of range rock work;” and (2) that “the courses shall not be less than twelve nor more than thirty inches in thickness, decreasing from bottom to top of walls.” After each separate class of work had been provided for, the specifications stated certain “general conditions” apjilicable to all classes, among which were: (1) “The kind and quality of all materials to be used in the work shall be subject to the inspections, tests, and approval of the engineer; and (2) “any departure from or refusal to comply with the instructions given by the engineer in charge shall be considered a violation of this contract, and the engineer shall have full power to remove or cause to *3 be removed, at the contractors’ expense, any work that may be performed in a manner contrary to the specifications or instructions given.”

In June, 1887, Jones & Carey entered into a written contract with Ward Risley, wherein the latter agreed with the former to do all said “first-class bridge masonry” at certain points on said road, “according to the specifications of the Gulf, Colorado & Santa Fe Railroad, and to the acceptance and satisfaction of the chief engineer of said company.” Said specifications thus became and were a part of this contract, as much as if embodied therein.

Restated, then, the written contract between Jones & Carey and Ward Risley, as applied to the bridge piers about which this suit arose, provided, among other things, (1) that they “should be built of the best description of range rock work;” (2) that “the courses should not be less than twelve nor more than thirty inches in thickness, decreasing from bottom to top of walls;” (3) that “the kind and quality of all materials to be used in the work shall be subject to the inspections, tests, and approval of the engineer;” (4) that “any departure from or refusal to comply with the instructions given by the engineer shall be considered a violation of this contract, and the engineer shall have full power to remove or cause to be removed, at the contractor’s expense, any work that may be performed in a manner contrary to the specifications or instructions given;” and (o) that Risley should do the work “to the acceptance and satisfaction of the chief engineer of sail company.”

Plaintiff Risley introduced testimony tending to show, that before signing said contract of June, 1887, he had a verbal agreement with said engineer and Jones & Carey, to the effect, that the rock necessary to construct the piers of the bridges, agreed to be constructed by him under said contract, could be taken from the Red River quarry, the courses to be of the same thickness as those of the Red River bridge; and that after the contract was executed, said engineer refused to allow stone from said quarry to be used for the foundations of said piers, requiring a much harder stone, and refused to allow the stone taken from such quarry for the body of said piers to be cut the same thickness as the courses in the piers of the Red River bridge, requiring the stone to be cut much thinner, whereby he, plaintiff, was compelled to expend large sums of money, in obtaining and cutting said hard stone and cutting down the other stone, in excess of what it would have cost him to have done the work he did of the kind of stone and thickness of courses fixed by said antecedent verbal agreement.

For such excess he seeks to recover of Jones & Carey, they having paid him the price fixed by the written contract. Upon this issue the court instructed the jury as follows:

“It is not provided in said written contract nor in said specifications at what time such engineer should inspect and approve of the kind and quality of the material used or to be used, nor when he should determine the thickness of the courses of the masonry within the prescribed limits —twelve to thirty inches. And if, in anticipation of a subcontract such *4 as made by plaintiff, before the same was made, such engineer should, at the request of the contracting parties, designate a certain kind of stone, satisfactory material for the work about to be constructed for them, said contracting parties would have a right to make the contract with reference to such material, and if they did so, they would be bound thereby, though nothing was said on the subject in the written contract; and if under such circumstances as above said engineer should also designate or fix a rule by which stone should be prepared for said work, such contracting parties would have the right to contract with reference to said rule, and if they do so they would be bound thereby, though nothing was said in the written contract as to said rule.”

Jones & Carey, against whom the judgment rendered'in the trial court was affirmed in the Court of Civil Appeals, assign said charge as error in' this court; for the reason, that it authorized the jury to consider said-antecedent verbal agreement as varying and controlling the terms of the written contract aforesaid between Jones & Carey and Risley.

Whether this assignment is well taken is the principal question to be decided.

By the terms of this contract, Jones & Carey and Risley agreed that the engineer should determine the “kind and quality” of the stone to be used in the work, and the thickness of the “courses.”

The instrument contemplated, and the parties agreed therein to be bound by, the future determinations of the engineer acting under and in pursuance of the powers therein conferred upon him; and a compliance with such determinations to the acceptance and satisfaction of the engineer was, by the terms of the written contract, made the test by which it should be decided whether Risley had performed his contract with Jones & Carey.

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Bluebook (online)
32 S.W. 1027, 91 Tex. 1, 1895 Tex. LEXIS 536, Counsel Stack Legal Research, https://law.counselstack.com/opinion/jones-carey-v-risley-tex-1895.