Miller v. City of Broken Arrow

660 F.2d 450, 1981 U.S. App. LEXIS 17507
CourtCourt of Appeals for the Tenth Circuit
DecidedSeptember 22, 1981
DocketNos. 80-1247, 80-1261
StatusPublished
Cited by7 cases

This text of 660 F.2d 450 (Miller v. City of Broken Arrow) is published on Counsel Stack Legal Research, covering Court of Appeals for the Tenth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Miller v. City of Broken Arrow, 660 F.2d 450, 1981 U.S. App. LEXIS 17507 (10th Cir. 1981).

Opinion

BARRETT, Circuit Judge.

These consolidated appeals involve a contract dispute relative to the installation of a sewer line.1

Miller Construction Company (Miller), a utility contractor, contracted with the City of Broken Arrow, Oklahoma (City) for the installation of the line in accordance with the plans and specifications of BenhamBlair & Affiliates, Inc. (Engineers), the engineering firm retained by City to serve as its representative in the planning, designing, and inspection of the construction of City’s sewer line project.

Article II of Miller’s contract with City provided:

Article II. CONTRACTOR’S OBLIGATION The work to be done under this contract is specifically set forth in the specifications attached hereto.

The Contractor shall and will, in good and workmanlike manner, do and perform all work and furnish all supplies and materials, machinery, equipment, facilities and means, except as herein otherwise expressly specified, necessary or proper to perform and complete all the work required by this contract within the time herein specified, in accordance with the provisions of this contract and said specifications and in accordance with the plans and drawings of the work covered by this contract, and any and all supplemental plans and drawings, and in accordance with the directions of the Engineers as given from time to time during the progress of the work. The Contractor shall observe, comply with, and be subject to all terms, conditions, requirements, and limitations of the contract, and shall do, carry on, and complete the entire work to the satisfaction of the Engineers and of the City.

[R., PI. Ex. 62], [Emphasis supplied].

Article III of Miller’s contract with City provided:

Article III. ENGINEERS’ POWERS AND DUTIES The Engineers shall give all orders and directions contemplated under this contract and specifications, relative to the execution of the work. The [453]*453Engineers shall determine the amount, quality, acceptability, and fitness of the several kinds of work and materials which are to be paid for under this contract and shall decide all questions relative to said work and the construction thereof. The Engineers’ estimates and decisions shall be final and conclusive, except as herein otherwise expressly provided. In ease any question shall arise between the parties hereto relative to said contract or specifications, the determination or decision of the Engineers shall be a condition precedent to the right of the Contractor to receive any money under this contract for anything affected in any manner or to any extent by such question.

[R., PI. Ex. 62]. [Emphasis supplied].

City’s contract with Engineers provided, inter alia:

NOW THEREFORE, the Engineers agree to perform the engineering services herein described with respect to the investigation, design, and construction of the Project in accordance with the provisions herein set forth. The City agrees to pay the Engineers for such services at the time, in the manner, and according to the schedules herein set forth.

* * * * * *

Section 1. Scope of Services. The services to be performed under this Agreement consist of the investigation and design of the Project and inspection of the construction thereof,

a. Preliminary and General Services. The Engineers agree to furnish services as follows:

4. The Engineers shall provide at its own expense a suitable engineering staff to plan, design, prepare the plans and specifications, and inspect the construction of the improvements. The engineering staff shall consist of engineers, inspectors, and assistants as may be necessary to carry on all of the engineering work required in connection therewith, in an efficient and expeditious manner.

b. Design Services. Design services for the project shall include the preparation of preliminary and final plans for the Project, as herein specified, together with all specifications and related documents required for the construction of the Project by the City’s construction contractor.

[R., Def’s. Ex. BA-BB 952], [Emphasis supplied].

Shortly after Miller started working on the project it encountered an extremely muddy unstable area which would not support the sewer pipe in its natural condition. Contract Change Order No. 1 was therefore prepared by Engineers and executed by Miller and City. This change order provided, inter alia:

This Change Order adds Item 18— Crushed Stone to the contract. This item is added to provide compensation for material required to provide adequate support for pipe to be installed in ditch areas where the nature of the base material is such that other available material is inadequate to satisfactorily support the pipe. Such areas of unstable material could not be anticipated in advance of actual excavation.

Under this item, crushed rock will be furnished and installed as backfill to the normal trench grade in those areas where the material encountered at the planned trench bottom is unsuitable for supporting the pipe. Use of crushed stone in such areas of unusual nature not anticipated in normal trenching shall be authorized by the Engineer.

The crushed stone shall have a nominal size of IV2 inch with variations to accommodate actual conditions encountered to be authorized by the Engineer.

[R., Def’s. Ex. BA-BB 3B], [Emphasis supplied].

After implementation of Change Order No. 1 Miller proceeded to install approximately 93% of the line, utilizing a large [454]*454backhoe and crushed rock varying in size from l½" to 4" to stabilize muddy, unstable areas as encountered. During the course of installing the line Miller was paid on a periodic basis in accordance with estimates prepared by Engineers for completed work inspected and approved by Engineers. Under Miller’s contract with City a 10% retain-age was withheld pending completion and acceptance of the line by City.

After completing 93% of the line, Miller was unable to complete the remaining 7% which extended through extremely unstable areas. At this point in time, Miller claimed it was impossible to stabilize the muddy areas utilizing crushed rock. Miller subsequently made repeated written and oral requests of Engineers for a design change as to different methods of stabilization, indicating that it would not proceed further until a design change was provided or specific instructions were received on how to complete the project.

Despite Miller’s repeated requests, Engineers did not provide specific instructions or authorize a design change. Rather, Engineers ignored Miller’s repeated requests for guidance, indicating only that Miller should continue to use crushed rock to stabilize the extremely muddy areas. Engineers’ inspector, John Terrell, who was assigned to the project, indicated that he talked to Engineers, his employers, about the problem several times, that he was concerned about it [R., Vol. IV, at p. 507] and that he was told ' by Engineers “not to worry about it, just keep trying”. [R., Vol. IV, at p. 511].

City subsequently, upon the advice of Engineers, denied a design change and terminated Miller for failure to proceed on the project.

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Bluebook (online)
660 F.2d 450, 1981 U.S. App. LEXIS 17507, Counsel Stack Legal Research, https://law.counselstack.com/opinion/miller-v-city-of-broken-arrow-ca10-1981.