C. F. Bolster Co. v. J. C. Boespflug Construction Co.

334 P.2d 247, 167 Cal. App. 2d 143, 1959 Cal. App. LEXIS 2309
CourtCalifornia Court of Appeal
DecidedJanuary 15, 1959
DocketCiv. 23195
StatusPublished
Cited by19 cases

This text of 334 P.2d 247 (C. F. Bolster Co. v. J. C. Boespflug Construction Co.) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
C. F. Bolster Co. v. J. C. Boespflug Construction Co., 334 P.2d 247, 167 Cal. App. 2d 143, 1959 Cal. App. LEXIS 2309 (Cal. Ct. App. 1959).

Opinion

*145 HERNDON, J.

In the court below plaintiff, C. F. Bolster Co., a subcontractor, recovered judgment against defendant, J. C. Boespflug Construction Company, the general contractor, and The Travelers Indemnity Company, its surety, for extra work allegedly done by plaintiff at defendant contractor’s direction in the construction of certain school buildings for the Los Angeles City High School District. By the terms of a subcontract, dated October 12, 1954, plaintiff undertook to do the interior and exterior plastering work on the project in conformity with and subject to the plans and specifications for the agreed sum of $201,914.

In substance, the trial court found that at defendant’s instance and request plaintiff had applied an extra leveling coat of cement plaster to the exterior concrete surfaces of said buildings and that the reasonable value of the labor and materials utilized therein was $8,135.96. The effect of the findings was to sustain plaintiff’s contention that the extra work was necessitated by defendant’s failure properly to prepare the concrete surfaces so that “irregularities” therein would not show through the two coats of plaster called for by the specifications.

The subcontract incorporates by reference the plans and specifications on the project which were prepared by the architect, Mr. A. C. Zimmerman. (See Enochs v. Christie, 137 Cal.App.2d Supp. 887, 889 [291 P.2d 200] ; Bell v. Rio Grande Oil Co., 23 Cal.App.2d 436, 440 [73 P.2d 662].) Under the terms of the specifications so incorporated, all materials furnished and work done were subject to the architect’s inspection and approval for the owner. The architect was declared to be the interpreter of the specifications and the judge of the quality of materials, workmanship and performance.

An entire section of the specifications, section “K, ” deals with the plastering work which was plaintiff’s responsibility under the subcontract. This section required plaintiff to apply two coats of plaster: first a “brush coat” which was essentially a coat of paint consisting of colored stucco without sand; and, second, a 1 ‘ dash coat, ’ ’ which was described in the testimony as a soupy mortar mix sometimes applied with a “dash brush.” The specified thickness of the dash coat was 3/32 of an inch and it was provided that “ [t]he dashing shall be done with a plasterer’s dash brush using a strong whipping motion to secure a good bond.” It was provided in paragraph 56 of section “K” that “ [a]t least one week prior to starting the work, the contractor shall make up samples of stucco work *146 under the direction of the architect. The finished work shall match the approved samples in color and texture.”

The specifications (section K) require that “Concrete surfaces to be plastered shall be finished, cleaned and sandblasted as specified in the section on Portland Cement Concrete. Before starting plastering, the subcontractor for the work of this section shall inspect all surfaces to be plastered and report to the contractor and inspector any surfaces to be plastered which have not been prepared for plastering as specified . . .”

On February 11, 1955, plaintiff wrote defendant a letter reading as follows: “On the above project, we would like permission to machine apply the exterior stucco coat. It has been our experience, and the experience of the industry as a whole, that machine application produces a finished surface that is much superior to hand application. There will be no change in price. ’ ’ It will be noted that the foregoing requested a change from the method of application required by the above quoted section of the specifications which provided for application of the dash coat “with a plasterer’s brush.” Defendant transmitted the above letter to the architect on February 15, 1955, who wrote defendant as follows:

“Where stucco dash coat is specified, (Par. 55, Sec. K, Contract Specifications), the Architect will approve the application of stucco by machine, provided it is an air spray machine and the exterior woodwork is properly masked. A demonstration of the method of masking and application will have to be approved by the Inspector and the Architect before starting the stucco work. If the methods are approved, the Architect will process a change order to the above-referenced paragraph. Par. 56, Sec. K, Contract Specifications, requires samples of stucco work. If possible, these samples should be made at the time the machine application is demonstrated. As to the texture of the dash coat, the Architect has in mind a texture produced by a slight troweling of the dash coat. When you get ready to make the samples, the Architect will give you the address of a building to look at.”

Defendant promptly transmitted the architect’s letter to plaintiff, and subsequently notified plaintiff of the building to which the architect referred. The pretrial stipulation recites that the specifications were modified to permit plaintiff to apply the stucco by means of a gun instead of by hand.

The section of the specifications on Portland Cement Concrete, section “E,” (to which the above quoted plastering specifications referred) deals with the requirements of the con *147 crete work for which defendant was responsible in this case. The provisions of this section required defendant to grind down or otherwise remove fins, pour lines, bulges, stains and irregularities of surfaces, and to sandblast the concrete surfaces which were to be plastered. It was further provided that “In addition, all exterior surfaces to be plastered with a dash coat shall have all irregularities removed which will show through the dash coat of plaster ...”

There is substantial evidence in the record, both testimonial and photographic, tending to prove the unsatisfactory conditions of the concrete surfaces of the exterior walls which defendant constructed and on which plaintiff was obligated to apply plaster. There is testimony as to the existence of excessive numbers of ridges, protrusions, indentations, and other irregularities on the surface of the concrete which had to be removed by grinding or sandblasting operations conducted by defendant. And there is evidence that as a result of the sandblasting operations, there was considerable pitting and scoring of the concrete surfaces on which plaintiff was required to work.

Plaintiff offered expert testimony to prove that two coats of plaster, consisting of a brush coat and a 3/32-inch dash coat, as called for by the specifications, would not cover the irregularities and imperfections in the concrete surfaces as prepared by defendant. There is testimony by an ex-employee of defendant which gives substantial support to plaintiff’s contention that defendant was having serious difficulty in bringing the concrete surfaces up to specifications.

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Bluebook (online)
334 P.2d 247, 167 Cal. App. 2d 143, 1959 Cal. App. LEXIS 2309, Counsel Stack Legal Research, https://law.counselstack.com/opinion/c-f-bolster-co-v-j-c-boespflug-construction-co-calctapp-1959.