National Concrete & Foundation Co. v. United States

170 Ct. Cl. 470, 1965 U.S. Ct. Cl. LEXIS 95, 1965 WL 8326
CourtUnited States Court of Claims
DecidedApril 16, 1965
DocketNo. 127-63
StatusPublished
Cited by10 cases

This text of 170 Ct. Cl. 470 (National Concrete & Foundation Co. v. United States) is published on Counsel Stack Legal Research, covering United States Court of Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
National Concrete & Foundation Co. v. United States, 170 Ct. Cl. 470, 1965 U.S. Ct. Cl. LEXIS 95, 1965 WL 8326 (cc 1965).

Opinion

Per Curiam:

This case was referred pursuant to Rule 54(b) to Trial Commissioner Richard Arens, with directions to make a recommendation for conclusion of law on defendant’s motion to dismiss petition or in the alternative for summary judgment. The commissioner has done so in an opinion filed on November 2, 1964. Plaintiff sought review of the commissioner’s opinion and recommendation for conclusion of law and the case was submitted to the court without argument of counsel. Since the court is in agreement with the opinion and recommendation of the trial commissioner, as hereinafter set forth, it hereby adopts the same as the basis for its judgment in this case. Plaintiff is, therefore, not entitled to recover, defendant’s motion, as a motion for summary judgment, is granted and plaintiff’s petition is dismissed.

OPINION OF COMMISSIONER

Plaintiff was awarded a contract by the Bureau of Yards and Docks of the Department of the Navy to perform site-preparation work for a United States naval radio station in Maine.

Plaintiff made three claims arising- out of the contract, which were denied by the contracting officer. Thereafter, plaintiff took a separate appeal on each of the claims to the Armed Services Board of Contract Appeals which denied each appeal. In this court, plaintiff alleges that the decisions of the Board were arbitrary and capricious, not supported by substantial evidence and, in specified instances, were erroneous as a matter of law. The case is before the court on defendant’s motion for summary judgment.

Under the contract, which was awarded January 13,1958, plaintiff undertook to perform clearing and grubbing work on approximately 1,350 acres of land in Maine, and to furnish [473]*473all labor, equipment, and materials necessary to that end, for the lump-sum contract price of $317,000. In the plans, which were included in the contract documents, the land was subdivided into Area I and Area II. The contract provided that clearing and grubbing were to be performed throughout Area I and that clearing only was to be performed throughout Area II.

Claim 1

Plaintiff alleges that although under the contract no removal of boulders and stone walls from the site was required, nevertheless, the presence of surface and subsurface boulders on the site in any appreciable quantity would interfere with and make more costly the clearing and grubbing operations and that, accordingly, plaintiff, before bidding on the job, made a thorough site examination and carefully inspected all proposed contract documents in order fully to acquaint itself as to the conditions existing at the site; that in reliance upon the site examination and upon the proposed contract documents, plaintiff based its bid upon its estimate that there would be a maximum of 9,000 cubic yards of surface boulders on the site, but that it was actually required, in the course of its clearing and/or grubbing operations, to dislodge and move in excess of 46,000 cubic yards of surface and subsurface boulders.

Plaintiff further alleges that the existence of the excessive subsurface boulder content constituted a change of conditions within the meaning of the standard changed conditions clause of the contract, entitling it to additional compensation; that the existence of the approximate actual surface and subsurface boulder content on the site was contained in an “Advance Planning Report” of the Bureau of Yards and Docks, but that the Bureau did not make the report available to plaintiff nor tell it of the conditions actually existing at the site; that the failure of the Bureau to disclose to plaintiff the existence and contents of the report constituted a material misrepresentation, and, by reason thereof, plaintiff was induced to underestimate the boulder content on the site and to incur extra expense in its work.

[474]*474Plaintiff’s president appeared before the Navy Contract Appeals Panel, as its sole witness on plaintiff’s first claim, and testified in substance that the person who had made the site examination for plaintiff did not give plaintiff much specific information on the amount of boulders present because the area was overgrown with brush; that since certain portions of the area had been used as farmland, and since defendant’s agent had indicated that defendant was going to lay cables 18-inches deep in the area, plaintiff assumed that relatively few subsurface boulders would be encountered. He further testified that, before the contract was entered into, defendant had in its possession an advance planning report which showed substantial subsurface-boulder content on the site, but that this report was not made available to plaintiff.

Testimony adduced by defendant before the Panel was to the effect that visual examination of the area prior to the issuance of the invitation to bid revealed the presence of considerable surface boulders, and that this would indicate the presence of a substantial quantity of subsurface boulders; that only a relatively small acreage had been cleared for farm land; and, that no representation had been made to plaintiff by any agent of defendant respecting the quantity of subsurface boulders. The advance planning report, prepared for defendant by a firm of consulting engineers, in pertinent parts, reads:

Associated with most of the VLF Site is a perched water table which results in permanent surface water or an easily reached water table.
Cover consists of fair to poor stands of fir interspersed with small stands of spruce, hackmatack and alder growths.
There are limited areas of boulder and gravel wherein surface drainage conditions are improved.
Surface ledge and ledge outcrops occur over substantial portions of this area. There are substantial areas of heath (muskeg) found throughout this Site.
❖ * * ❖ *
The site preparation will require the following operations: (1) cutting and grubbing the entire area. * * * (3) removal of all boulders six inches or more in diameter to a depth of 18 inches, or covering of bouldery areas with at least one foot of soil

[475]*475In denying plaintiff’s appeal, the Board1 quoted the relevant portion of the changed conditions clause which reads:

4. CHANGED CONDITIONS
* * * (1) subsurface or latent physical conditions at the site differing materially from those indicated in this contract, or (2) unknown physical conditions at the site, of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inhering in work of the character provided for in this contract.* * *

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Cite This Page — Counsel Stack

Bluebook (online)
170 Ct. Cl. 470, 1965 U.S. Ct. Cl. LEXIS 95, 1965 WL 8326, Counsel Stack Legal Research, https://law.counselstack.com/opinion/national-concrete-foundation-co-v-united-states-cc-1965.