Roger J. Au & Son, Inc. v. Northeast Ohio Regional Sewer District

504 N.E.2d 1209, 29 Ohio App. 3d 284, 29 Ohio B. 349, 1986 Ohio App. LEXIS 10012
CourtOhio Court of Appeals
DecidedApril 7, 1986
Docket49976, 49977, 49986 and 49987
StatusPublished
Cited by10 cases

This text of 504 N.E.2d 1209 (Roger J. Au & Son, Inc. v. Northeast Ohio Regional Sewer District) is published on Counsel Stack Legal Research, covering Ohio Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Roger J. Au & Son, Inc. v. Northeast Ohio Regional Sewer District, 504 N.E.2d 1209, 29 Ohio App. 3d 284, 29 Ohio B. 349, 1986 Ohio App. LEXIS 10012 (Ohio Ct. App. 1986).

Opinion

Nahra, J.

Appellants, Roger J. Au & Son, Inc. (“Au”) and Aetna Casualty & Surety Company (“Aetna”), seek reversal of an entry granting appellee Northeast Ohio Regional Sewer District (“NORSD”) partial summary judgment on certain claims of Au. For the reasons set forth herein, we reverse the judgment of the trial court and remand the portion of the case before us for disposition consistent with this opinion.

Viewing the evidence in a light most favorable to appellants, the following appears from the record.

Au entered into a contract with NORSD on June 21,1977 to build a portion of the Cuyahoga Valley Interceptor Project, a sewer project. This contract was entered pursuant to a bid submitted by Au, the bid having been compiled on the basis of plans and specifications prepared by NORSD’s agent, Euthenics, Inc.-Polytech, Inc. (“Euthenics”). The plans and specifications included soil borings taken by Euthenics reflecting soil conditions to be encountered by the contractor. Also included were alternative methods of sewer installation, one of which was pipe jacking.

Au’s bid was predicated on the assumption that it would be able to use the jacked-pipe method of construction for the vast majority of the job. This assumption was partly based on the soil conditions, as reflected in the soil bor-ings in the plans and specifications, that Au expected to encounter during the course of its performance. Au’s expectations concerning the method of construction to be used were made known in a May 16, 1977 letter to NORSD, which stated, in part:

“We propose to machine mine the tunnel with a tunnel boring machine. The TBM will be a wheel type, electrically powered. The body of the TBM will be a circular shield approximately 10 feet long. The machine will be propelled by cylindrical jacks located at the rear of the shield which will react against reinforced concrete pipe which will be jacked in place.”

The letter later went on to observe:

“In the event the pipe should freeze up and cannot be jacked further, either by the primary or intermediate jacks, we would commence installing ribs and lagging, or other primary support, in order to complete that particular pipe run. From the point of freeze up to the next working shaft, reinforced concrete pipe would be winched in place and the annular space between the primary lining and the pipe would be filled with cement grout. This procedure would be used only if we could not receive permission to install a working shaft at the point of freeze up.”

*286 In a June 6, 1977 letter from Au to NORSD, Au sought permission to install 72” pipe rather than 66” pipe as provided by the contract. Au indicated in the letter that the size change would ease the transition to installing by method of ribs and lagging in the event of pipe freeze-up. A change order, D-l, was approved by NORSD on July 21, 1977, authorizing the use of 72” pipe.

Au’s performance almost throughout the job was impaired by extremely difficult soil conditions. Communication, written and oral, between Au and NORSD about problems resulting from these conditions was continuous, and NORSD had numerous people representing. it on site throughout Au’s performance who were aware of the problems, all of which is reflected below.

I

Au notified NORSD by letter dated November 16, 1977 that on October 18, 1977, it had experienced a “sudden boiling up” and heaving of its shaft at Station 360 + 00, apparently caused, the letter indicated, by ground conditions not contemplated by the plans and specifications. Au stated that the conditions were causing extra costs and delays, and that Au would keep NORSD apprised of its additional costs and any extra time it would need.

A February 6, 1978 daily report of one of NORSD’s on-site representatives reflects that Au’s tunnel boring machine was severely flooded at Station 355+36, and that the tunnel was silted up for about 30 feet. This problem resulted, according to an affidavit for Au, from soil conditions not disclosed in the plans and specifications.

Au sent a letter to NORSD dated February 9, 1978 summarizing a February 8 meeting at which representatives from AU, NORSD and Euthenics were present. The letter stated Au had indicated at the meeting that a layer of “saturated, silty, fine sand” was encountered at Station 354+40 and that this material had flowed into the tunnel boring machine and flooded the tunnel. The machine’s motor was removed, dried and overhauled, and the tunnel pumped out. Jacking was resumed on February 6,1978, when the flooding, as already indicated, recurred. Au estimated that construction would have to be by the open cut method for approximately the next 150 to 250 linear feet. The letter closed seeking assurances that extra costs for open cut mining “in this bad ground area” would be reimbursed to Au by NORSD.

In a March 3, 1978 letter from NORSD to Au, NORSD indicated it would not pay Au for 72” pipe the latter was storing off site. One of the reasons cited for this refusal was as follows:

“[TJhe distinct possibility exists that, because of the soil conditions that may be encountered during the course of the contract, Roger J. Au & Son, Inc. may have to revert from 72” jacking pipe to 66” cast-in-place pipe, as was originally specified in the contract. In this case the 72” jacking pipe already paid for would again be useless.”

A May 30, 1978 internal memo of NORSD summarized a May 19, 1978 meeting between representatives of Au and NORSD, the purpose of which was “to discuss difficulties encountered by the contractor during the course of construction.” Various aspects of the problems already recounted herein were discussed. In addition, the following was memorialized:

“William Schatzl[ 1 ] told all parties present that extras will be discussed when the job is completed. Mr. Au agreed to that, and stated that as the contractor, he too felt that the completion of the project was the most important objective, and that it must be ac *287 complished in the cheapest way possible. No padding will take place. This job should not be dragged out, and it was his feeling that both sides are adequately protected.”

The June 1, 1978 monthly report of an on-site representative for NORSD states that: “The inability of the contractor to complete his jacking runs in the soft ground continues to slow things down.” A daily report from the same source dated June 18, 1978 shows “the line froze for good.” It is reflected in an Au affidavit that the contractor pipe jacked from Station 360 + 08 to 363 + 36 between June 6 and June 15,1978, when soil conditions made further pipe jacking impossible, and that: “Sewer District personnel were immediately apprised of the situation.* * *”

Au sent NORSD a “Payment Breakdown,” dated June 23, 1978, indicating the price for its “revised method of construction utilizing ribs and lagging.” The “total bid price” was shown in the letter as $354 per linear foot. An affidavit of Roger J. Au states that the June 23, 1978 payment breakdown was submitted at the insistence of NORSD, which had conditioned partial payment on receiving it.

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504 N.E.2d 1209, 29 Ohio App. 3d 284, 29 Ohio B. 349, 1986 Ohio App. LEXIS 10012, Counsel Stack Legal Research, https://law.counselstack.com/opinion/roger-j-au-son-inc-v-northeast-ohio-regional-sewer-district-ohioctapp-1986.