Great Lakes Dredge & Dock Co. v. United States

90 F. Supp. 963, 116 Ct. Cl. 679, 1950 U.S. Ct. Cl. LEXIS 110
United States Court of Claims·Decided June 5, 1950·No. 45658·Published·Cited by 5 cases

Opinion

WHITAKER, Judge.

This case is presented to us under rule 39(b) of this court, 28 U.S.C.A.

The defendant says recovery in this case is precluded by the decision of the head of the department on plaintiff’s claim. Plaintiff denies this because it says this decision was arbitrary and capricious. If it was not arbitrary and capricious, recovery is precluded under the Supreme Court’s decision in United States v. Moorman, 338 U.S. 457, 70 S.Ct. 288; Callahan Walker Construction Company v. United *964 States, 317 U.S. 56, 63 S.Ct. 113, 87 L.Ed. 49, and other cases.

The sole issue presented is whether or not his decision was arbitrary and capricious.

In the determination of this issue the parties agree that the tentative findings of fact of this court’s Commissioner may be taken as true. These findings show the following facts which are material to the determination of this issue.

Plaintiff entered into a contract with the defendant for the construction of a lock and guide walls on the Illinois River about 4Yz miles below Peoria, Illinois. The contract provided for the erection of a cofferdam, the dewatering of the area within the cofferdam and the building of the dock and guide walls on dry land within this area. It was supposed that the area within the cofferdam, some 9i/¿ acres, could be dewatered by using well points. However, when these well points were installed, there was encountered subterranean water under considerable hydrostatic pressure which boiled up through the floor of the cofferdam and flooded the area to such an extent that the water could not be drained off by the use of well points. At least, plaintiff was of the opinion that well points would be inadequate to drain off this subterranean water. It called in consulting engineers to get their opinion. These consulting engineers confirmed the opinion of plaintiff’s engineers. Since under the specifications all dewatering methods were subject to the approval of the contracting officer, plaintiff then presented the matter to the resident engineer and requested permission to use sumps and pumps in addition to the well points already installed. This was approved by the contracting officer under change orders 12 and 13.

Later, plaintiff abandoned the use of well points altogether and substituted therefor the use of sumps and pumps. This was not approved in writing by the contracting officer, but it was done with his full knowledge and it must be presumed, therefore, that it had his approval.

Even then, so much subterranean water was encountered that the area could not be fully dewatered and it was necessary for the plaintiff to conduct its operations in mud. This made it necessary for plaintiff to use heavy timber mats as a foundation for its machinery, and for the men to work in mud. This made its operations considerably more expensive than either of the parties had contemplated.

Plaintiff requested an equitable adjustment under article 4 of the contract. This article reads as follows: “Art. 4. Changed conditions.- — Should the contractor encounter, or the Government discover during the progress of the work, subsurface and (or) latent conditions at the site materially differing from those shown on the drawings or indicated in the specifications, the attention of the contracting officer shall be called immediately to such conditions before they are disturbed. The contracting officer shall thereupon promptly investigate the conditions, and if he finds that they materially differ from those shown on the drawings or indicated in the specifications, he shall at once, with the written approval of the head of the department or his representative, make such changes in the drawings and (or) specifications as he may find necessary, and any increase or decrease of cost and (or) difference in time resulting from such changes shall be adjusted as provided in article 3 of this contract.”

The contracting officer determined that the conditions encountered by plaintiff were no different from what it had reason to expect and he refused to make an equitable adjustment. Plaintiff appealed to the head of the department. The head of the department ruled on October 30, 1937, that “ground water under hydrostatic pressure was encountered to a degree not contemplated by the specifications and in such concentration as to constitute a change in latent conditions within the meaning of article 4 of the contract.” 1

The head of the department directed the contracting officer to determine the amount of the equitable adjustment to which the *965 plaintiff was entitled by reason of the encountering of these unsuspected latent conditions. The contracting officer determined that plaintiff by the use of more well points than it had used could have dewatered the area, notwithstanding the fact that he had approved the abandonment of well points and the substitution therefor of sumps and pumps, and he allowed plaintiff the additional cost of installing these additional well points. He allowed nothing for the extra cost of doing the work in mud. Plaintiff would not accept a change order on this basis, and appealed to the head of the department.

The head of the department sent representatives to confer with the contracting officer and plaintiff’s representatives. These representatives of the head of the department determined that plaintiff could not have dewatered the area by the use of that number of additional well points found by the contracting officer, but that it could have dewatered it by the use of about twice as many well points as had been originally contemplated. The contracting officer then computed plaintiff’s theoretical additional costs upon the basis of the use of these additional well points, and upon this assumption he found that plaintiff was entitled to an equitable adjustment of $89,936.57, and that it was entitled to an extension of time of 21 days. Still no allowance was made for the extra cost of doing the work in mud, since it was assumed the additional well points would have eliminated the mud. It is conceded that plaintiff’s additional cost of doing the work under the conditions encountered was many times the amount allowed by the head of the department.

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Great Lakes Dredge & Dock Co. v. United States, 90 F. Supp. 963, 116 Ct. Cl. 679, 1950 U.S. Ct. Cl. LEXIS 110 (cc 1950).

90 F. Supp. 963 (Great Lakes Dredge & Dock Co. v. United States) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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