Cosmo Construction Company and the First National Bank & Trust Company of Tulsa v. The United States

439 F.2d 160, 194 Ct. Cl. 559, 1971 U.S. Ct. Cl. LEXIS 117
CourtCourt of Appeals for the First Circuit
DecidedMarch 19, 1971
Docket119-68
StatusPublished
Cited by2 cases

This text of 439 F.2d 160 (Cosmo Construction Company and the First National Bank & Trust Company of Tulsa v. The United States) is published on Counsel Stack Legal Research, covering Court of Appeals for the First Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Cosmo Construction Company and the First National Bank & Trust Company of Tulsa v. The United States, 439 F.2d 160, 194 Ct. Cl. 559, 1971 U.S. Ct. Cl. LEXIS 117 (1st Cir. 1971).

Opinion

ON PLAINTIFFS’ MOTION AND DEFENDANT’S CROSS-MOTION FOR SUMMARY JUDGMENT

PER CURIAM:

This ease was referred to Trial Commissioner Louis Spector with directions to prepare and file his opinion on the issues of plaintiffs’ motion and defendant’s cross-motion for summary judgment under the order of reference and Rule 166(c). The commissioner has done so in an opinion and report filed on July 31, 1970, wherein such facts as are necessary to the opinion are set forth. Defendant has filed a request for review of the opinion by the court and the case has been submitted to the court on oral argument of counsel and the briefs before the commissioner.

Since the court agrees with the opinion and recommended conclusion of the trial commissioner, with minor modifications by the court, it hereby adopts the same, as modified, as the basis for its judgment in this case as hereinafter set forth. Therefore, plaintiffs’ motion and defendant’s cross-motion for summary judgment are both denied and plaintiffs’ alternative motion that the case be set down for trial and determination of the issues of fact and law is granted with the case remanded to the trial commissioner accordingly.

Commissioner Spector’s opinion, as modified by the court, is as follows:

This is a contract claim in the approximate amount of $125,000, 1 2 originating out of the construction by plaintiff-contractor for the Department of Interior (Bureau of Reclamation) of Norman Dam on the Little River, near Norman, Oklahoma.

There is a resemblance between this case and that recently decided in Merritt-Chapman & Scott Corp. v. United States, 3 in that the issue presented here also involves the adequacy of the “equitable adjustment” in contract price allowed by defendant following the admitted discovery of “subsurface or latent physical conditions at the site differing materially from those indicated” in the contract. 3

As in Merritt-Chapmcm, supra, the contracting agency, over plaintiff-contractor’s objection, has self-imposed certain limitations on the elements of cost it will consider in computing an equita *162 ble adjustment in contract price. Unlike Merritt-Chwpman, however, this contract does not contain a “Suspension of Work” clause, or one of similar import, 4 with the result that a “jurisdictional” issue has been raised in this case. Following a decision by the contracting officer on the “Changed Conditions” claim, an appeal was taken under the contract “Disputes” article, 5 to the head of the agency, represented by its board of contract appeals. With respect to the specific element of cost involved in this petition, the board stated:

We have held on many other occasions that the Board lacks jurisdiction to pay for the cost of standby or idled equipment in the absence of a “pay-for-delay” or suspension of work type of contract clause. 14
Accordingly, the appeal is dismissed as to Claim No. VII.

The Government’s counsel had asked the board to take this action.

The background facts are not in dispute. 7 The contract is dated June 28, 1962. It was in the originally estimated amount of $3,692,176.80, and called for construction of an earthen dam, and the relocation of a highway. The dam required excavation of a so-called core trench in the long axis thereof, to a depth of about 45 feet below natural ground surface. The trench was to be backfilled with fine material to form a relatively impermeable core within the dam which would inhibit water seepage. The cutoff trench was designed in the form of an inverted prism, 35 feet wide at the bottom. It was designed to rest there on an assumed rock surface at about elevation 950. It then proceeded upward on a 2 to 1 slope to natural ground surface at approximate elevation 995, where the trench reached a de *163 signed width of 200 feet. The impermeable core of fine material then was designed to taper and narrow upward from ground surface to the crest of the dam, where its width was about 10 feet.

Performance began in the latter part of 1962 when plaintiff-contractor stripped surface soil to a depth approximating the top of the water table. Then the dewatering subcontractor commenced borings to locate its well point equipment. As the board opinion states, these borings demonstrated on or about March 25, 1963, “that the actual top of sound rock was much lower than the assumed level indicated on the plans.” The opinion continues:

* * * The contractor promptly-notified the Government by letter of March 28, 1962 [sic] concerning the conditions that had been encountered, and requested that the Government make an investigation. The Government soon thereafter analyzed the bor-ings of the de-watering firm and advised the contractor that excavation could proceed in accordance with staking as revised in the field.
The work of de-watering was begun under a revised subcontract with a negotiated increase in price amounting to $78,000.00 for the first two months and $555.00 per day thereafter. The original subcontract price was $22,-680.00 for the first two months and $221.00 per day thereafter. Three stages of well points were used instead of one stage as planned.
The excavation of the cutoff trench continued with successive restakings until a level of sound rock was reached that was satisfactory to the Government. The depth of the actual sound rock line varied from about 8 feet below the elevation indicated by the plans, near the south ehd of the cutoff trench, to a maximum of about 25 feet below the original assumed rock level, at the lowest elevation of 927 feet, near the north end of the trench. An earth slide occurred during the latter stages of excavation, and this contributed to the difficulties.
After several conferences and repeated requests by the contractor for a determination with respect to the conditions so encountered, the Government in August 1963, issued Part 1 of Change Order No. 3, conceding that changed conditions existed, and providing for the payment to the contractor of the sum of $110,000.00 as a tentative settlement to include additional costs of de-watering for the period ending October 1, 1963. [Emphasis supplied.]

The foregoing developments, of course, ultimately required substantial alteration of the dimensions of the cutoff trench and of the impermeable core from those originally designed, and above described. All work resulting from discovery of the changed conditions was finally completed by December 4, 1963. This is a unit price, estimated quantity type of construction contract featuring a long schedule of pay items, including items for excavation and fill.

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Related

Cosmo Construction Co.
521 F.2d 1406 (Court of Claims, 1975)
Southwestern Engineering Co.
196 Ct. Cl. 782 (Court of Claims, 1971)

Cite This Page — Counsel Stack

Bluebook (online)
439 F.2d 160, 194 Ct. Cl. 559, 1971 U.S. Ct. Cl. LEXIS 117, Counsel Stack Legal Research, https://law.counselstack.com/opinion/cosmo-construction-company-and-the-first-national-bank-trust-company-of-ca1-1971.