George v. El Paso County Water Control & Improvement District No. 1

332 S.W.2d 144, 1960 Tex. App. LEXIS 1990
CourtCourt of Appeals of Texas
DecidedJanuary 6, 1960
Docket5366
StatusPublished
Cited by9 cases

This text of 332 S.W.2d 144 (George v. El Paso County Water Control & Improvement District No. 1) is published on Counsel Stack Legal Research, covering Court of Appeals of Texas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
George v. El Paso County Water Control & Improvement District No. 1, 332 S.W.2d 144, 1960 Tex. App. LEXIS 1990 (Tex. Ct. App. 1960).

Opinion

FRASER, Justice.

This is a suit arising under a sewer extension and installation contract, in which appellant, contractor, sued the Water District, appellee, for breach of contract, or, alternatively, for extra and additional work under the contract. The controversy arose over the repair of streets that had been broken by trenches for installation and extension work. Shortly after the work began, the consulting engineer, Ashley G. Classen, notified appellant that they were not replacing the paving surfaces in accordance with the contract. Appellant maintained that it was only obligated to repair or replace the paving surface with the same type or kind of paving surface or construction that existed at the place of the break. Appellee maintained that the contract provided that, with the exception of driveways (which are not here involved), the streets had to be repaired with cement if it was a cement surfaced street, or a hot mix type of asphaltic dressing applied on a bed of caliche and crushed rock or hard stone particles. The appellant went ahead and did the work in accordance with the engineer’s directions, and then brought this suit to recover for breach of contract, or additional work. The trial court granted a summary judgment, from which the appellant has prosecuted this appeal.

*146 Appellant’s points of error allege the existence of a fact question and dispute the court’s interpretation of the contract. It takes the position that there were a number of streets that had what appellant describes as an oil penetration course surface, with no base, or a caliche base, and that appellant’s bid, as provided in the contract, was to replace such in kind and type. This, of course, is a much cheaper operation, as it has been described as the spraying of asphaltic oil and then the application of rock particles on only a caliche-type base.

We have reached the conclusion that the trial court was correct in its disposition of this matter by the rendition of a summary judgment in favor of the appellee.

We believe the following excerpts from the contract, which was signed by all parties, will be of value, and therefore reproduce it herein:

Page 46 of Contract:
"Repairing and Replacing Pavement
"General. That portion of the surfacing or paving of all streets and alleys where such surfacing or paving is removed, broken into or damaged by the installation of this improvement shall be resurfaced or repaved with a like material as hereinafter specified. Payment for repaving or replacement of paving surfaces will be approved or allowed only at such locations and in such quantities as may be necessary to replace pavement or surfacing necessarily removed in order to install pipe, conduits and appurtenances. No pavement or street and alley surfacing shall be paid for which is damaged or removed by virtue of errors made by the Contractor or by reason of negligence on the part of his forces and equipment. * * * ” (Emphasis ours.)
Page 47 of Contract:
“(a) Asphalt Pavement. The pavement shall be broken to neat trench lines. Before patching material is placed, the trench shall be backfilled as specified under ‘Excavation’. The backfill shall be subject to compaction by traffic for at least twenty-one (21) days, during which time the trench lines shall be kept raised above the level of the adjacent paving. At the expiration of this compaction period, the backfill shall be excavated to a depth of seven inches (7") below the top of the pavement and the remainder of the excavation up to the bottom of the wearing course of the pavement shall be filled with flexible base material consisting of a mixture of caliche and crushed stone, such mixture to contain not less than fifty percent (50%) of hard stone particles. The flexible base material shall be crushed to a maximum size of that passing a 2" screen opening. After the flexible base material is placed it shall be thoroughly wet and compacted by tamping with a pneumatic tamper. The tamping shall be continued until the material, in the opinion of the Engineer, has reached a state of maximum compaction. The paving surface shall then be restored and replaced in not less than the same thickness as the original surfacing material, but in no case less than one and one-quarter inches (1¼") in thickness, by the application of hot-mix asphaltic concrete or rock asphalt wearing course material.”
Page 7 of Contract:
“ * * * any question of the fulfillment of said specifications shall be decided by the engineer, and said work shall be done in accordance with his interpretations of the meaning of the words, terms or clauses defining the character of the work.”
“ * * * The Engineer will be represented by assistants and inspectors authorized to act for him. On all questions concerning the acceptability of material or equipment, the classification of material, the execution of the work, conflicting interests of Contractors performing related work and the determination of costs, the decision of the Engineer shall be final.”
Page 9 of Contract:
“If the work or any part thereof, or any material brought on the site of the work for use in such work or selected for the same, shall be deemed by the Engineer as un *147 suitable or not in conformity with the Specifications, the Contractor shall, if so ordered or requested by the Engineer, forthwith remove such material and rebuild or otherwise remedy such work so that it shall be in full accordance with this Contract.”

There are several other portions of the contract which endowed the engineer, Ashley G. Classen, with full authority to interpret specifications and require work to be done in accordance with the engineer’s requirements; as, for example, on page 21, paragraph 17, in discussing payment for work, the contract states that he shall be paid for performing the work according to the agreement, the attached specifications, and requirements of the engineer. Then, on page 77, the first paragraph of the proposal submitted by the Contractor states that he is cognizant of all conditions and has been fully advised as to the extent and character of the work.

We think it is clear that this contract specifically required appellant to repair all streets as set forth in the contract. This contract states clearly, as set out above, that the streets “shall be resurfaced or repaved with a like material as hereinafter specified". (Emphasis ours.) The only specifications following this statement in the contract relate to (a), asphalt pavement; (b), cement concrete pavement, and driveways. We think this language is clear and specifies the duty of the contractor to replace the paving as “hereinafter specified.” Under these specifications, there is no provision made for the oil penetration process, but all asphaltic paving has to be done in accordance with paragraph (a), page 47, which the contractor did do, but now claims additional compensation for so doing.

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Bluebook (online)
332 S.W.2d 144, 1960 Tex. App. LEXIS 1990, Counsel Stack Legal Research, https://law.counselstack.com/opinion/george-v-el-paso-county-water-control-improvement-district-no-1-texapp-1960.