Valley Inland Pacific Constructors, Inc. v. Clackamas Water District No. 2

603 P.2d 1381, 43 Or. App. 527, 1979 Ore. App. LEXIS 3439
CourtCourt of Appeals of Oregon
DecidedDecember 10, 1979
Docket76-7-6, CA 11243
StatusPublished
Cited by16 cases

This text of 603 P.2d 1381 (Valley Inland Pacific Constructors, Inc. v. Clackamas Water District No. 2) is published on Counsel Stack Legal Research, covering Court of Appeals of Oregon primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Valley Inland Pacific Constructors, Inc. v. Clackamas Water District No. 2, 603 P.2d 1381, 43 Or. App. 527, 1979 Ore. App. LEXIS 3439 (Or. Ct. App. 1979).

Opinion

*529 THORNTON, J.

This is an action for damages claimed by the contractor for breach of a contract to construct a reservoir. Naintiff Valley Inland Pacific Constructors, Inc. (VIP-30), was the general contractor on the job. Defendants ire Clackamas Water District No. 2 (District), the (ublic body for which the reservoir was being contracted, and Cornell, Howland, Hayes & Merrifield/-lill (CH2M), the engineering firm in charge. The )istrict counterclaimed against VIPCO for allegedly lefective work and late completion. The District also iled a third party complaint against CH2M for any lamages awarded VIPCO. After a trial on the merits, he trial court gave judgment for VIPCO for part of its laim but denied other parts. Further, the court denied he District’s counterclaim against VIPCO but allowed he District recovery on its third party complaint igainst CH2M. VIPCO appeals; District and CH2M oth cross-appeal.

VIPCO assigns the following as error:

1)Denial of damages for delay in furnishing the ibsite including extended overhead, increased labor osts, loss of labor productivity and added expense of ouring, curing and finishing concrete;

2)Denial of damages for extra costs incurred as a ssult of the allegedly defective condition in which the ite was turned over to VIPCO;

3)Refusal to compel production of certain hand-ritten notes shown to VIPCO’s president and attor-ey in the course of settlement negotiations, and

4)The award of interest at 6 percent per annum ther than 1 percent per month on the balance due [nder the contract.

The essential facts are as follows:

The parties signed a contract on March 19, 1973, for bnstraction of the 10,000,000 gallon Mather Road *530 reservoir. When VIPCO submitted its bid on March 1, 1973, the proposal called for the excavation work to be completed by Elte, Inc., the other prime contractor, and the site to be made available to VIPCO by March 25, 1973. Construction was to take 300 days until January 13, 1974.

VIPCO estimated the concrete work would take four and a half months and expected to complete this work in early fall before the advent of winter weather. However, Elte did not complete excavation until June 4, 70 days late, and VIPCO was further hampered by an operating engineers’ strike which shut down work altogether between July 27 and August 24. About November 1, it began to rain heavily and VIPCO sustained, by its own reckoning, 62 days of weather-related delays before completing the concrete work in mid-April, 1974.

VIPCO suffered other delays as a result of extra repairs, disputes as to workmanship and rescheduling difficulties. The parties agreed to contract extensions totaling 190 days until July 23, 1974. VIPCO requested other extensions which were denied by the District. The project was completed on October 8, 1974.

During the course of the project, numerous disputes arose, many of which stemmed from the asserted unsafe and non-conforming condition in which Elte left the jobsite. VIPCO accepted the site with reservations but the parties never agreed who should bear the cost of correcting the defects. VIPCO incurred additional expense in protecting its work in progress and repairing damage caused by mudslides from the excavation stockpiles. Among the damages claimed are: (1) repairs to the valve vault for cleaning up a slide; (2) replacement of damaged pipe; (3) costs of repairing crane mats used in cleaning up a slide area; and (4) refusal of the District to pay VIPCO for assuming responsibility for site safety pursuant to an agreement between VIPCO and CH2M.

*531 VIPCO’s obligations included backfilling around the reservoir, under drains and footings and around Dther concrete structures. Backfill material for the reservoir was to be obtained from two piles of soil overburden excavated by Elte totaling approximately Í?3,000 cubic yards. Fill was to be laid in six inch layers 11 around the reservoir (which was 36 feet high) and ompacted to 90 percent of maximum density. Because f this requirement, the trial court found that the verburden piles, which contained large numbers of ocks and boulders, were unsuitable for backfill, and VIPCO incurred the cost of segregating these rocks.

VIPCO was awarded damages from the District for he added cost of constructing a motorcycle club access ’oad for which a base course had not been specified, for ;xtra work in the valve vault and for repairing the spalling condition (cracking and flaking of concrete) nside the reservoir. The trial court attributed all hree to CH2M’s negligence and ordered CH2M to ndemnify the District. CH2M’s cross-appeal involves mly the access road and the valve vault.

After completion of the job, the parties met to liscuss settlement of VIPCO’s various claims. At the neeting, CH2M apparently showed VIPCO’s president md attorney several vaguely described handwritten lotes relative to CH2M’s assessment of the value of iIPCO’s claims. VIPCO requested production of these lotes, which request was denied by the presiding udge. The trial court refused to reconsider this ruling.

CAUSATION OF DELAY 1

The question of causation is one of fact, Celorie v. Roberts Bros., Inc., 202 Or 671, 682, 276 P2d 416 *532 (1954), overruled on other grounds Robbins v. Steve Wilson Co., 255 Or 4, 12, 463 P2d 585 (1970), and we confine our review to whether the trial court’s conclusion is supported by any evidence. We so find. VIPCO offered the testimony of its president and vice president that the four and a half month estimate was based on examination of job records from a prior reservoir job of similar size and design with which they had been involved while employed by another company. Concrete work on that project had taken five and a half months but, because the present reservoir had fewer columns, wall segments and total concrete, they felt the work would take less time.

VIPCO argues that this testimony amounts to an unimpeached expert opinion which must be accepted by the trier of fact. Tate v. Emery, 139 Or 214, 9 P2d 136 (1932). While this testimony is entitled to some weight, it is not necessarily sufficient per se to establish the validity of the estimate as a basis for determining damages. Though undisputed, the testimony is not binding as a matter of law. Douglas Const. v. Mazama Timber, 256 Or 107, 111, 471 P2d 768 (1970).

The first weather-related delay in pouring concrete did not occur until October 31, 1973. At this point, VIPCO had been on the jobsite nearly five months, including the period of the strike. By its own reckoning, VIPCO suffered weather delays of 62 days, including weekends and holidays, during the winter. Yet the last roof pour was not made until mid-March, 1974. 2 These rough figures suggest the concrete work took at least seven and a half months. Even if the site had been available on time, performance would have run into the winter months.

The trial judge concluded:

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Bluebook (online)
603 P.2d 1381, 43 Or. App. 527, 1979 Ore. App. LEXIS 3439, Counsel Stack Legal Research, https://law.counselstack.com/opinion/valley-inland-pacific-constructors-inc-v-clackamas-water-district-no-2-orctapp-1979.