Paul Hardeman, Inc. v. United States

• Citation: 186 Ct. Cl. 743,406 F.2d 1357
• Decision Date: 14 February 1969
• Docket Number: No. 273-67.,273-67.
• Parties: PAUL HARDEMAN, INC. v. The UNITED STATES.
• Court: Court of Federal Claims

186 Ct. Cl. 743, 406 F.2d 1357 (1969)

PAUL HARDEMAN, INC. v. The UNITED STATES.

No. 273-67.

United States Court of Claims.

February 14, 1969.

Harold F. Blasky, New York City, for plaintiff, Max E. Greenberg, New York City, atty. of record, Max E. Greenberg, Trayman, Harris, Cantor, Reiss & Blasky, New York City, of counsel.

John C. Ranney, Washington, D. C., with whom was Asst. Atty. Gen. Edwin L. Weisl, Jr., for defendant.

Before COWEN, Chief Judge, LARAMORE, DURFEE, DAVIS, COLLINS, SKELTON and NICHOLS, Judges.

ON PLAINTIFF'S MOTION AND DEFENDANT'S CROSS-MOTION FOR SUMMARY JUDGMENT

COLLINS, Judge, delivered the opinion of the court:

This case comes before the court on the motion of plaintiff and on cross-motion of defendant for summary judgment, in review under the Wunderlich Act (41 U.S.C. §§ 321, 322 (1964)) of a decision of the Corps of Engineers Board of Contract Appeals. Both parties rely upon the administrative record and the pleadings filed in this court, and there is no dispute over the material facts. Both plaintiff and defendant agreed during oral argument that a decision for plaintiff in this court would necessitate returning the case to the board for determinations on the issue of quantum.¹ For the reasons stated herein, we grant plaintiff's motion for summary judgment, deny the defendant's, and return the case to the board.

On April 12, 1962, plaintiff corporation contracted with the United States Army Corps of Engineers for the furnishing of plant, labor, equipment, and material to construct a dam and powerhouse at the Green Peter Reservoir site on the Middle Santiam River, Linn County, Oregon. Although the contractor was allowed to select the equipment for and method of handling and placing concrete, the contractor's choices were subject, under the contract, to the approval of the contracting officer.²

The method of concrete conveyance and placement selected by plaintiff and accepted and approved by defendant required the construction and utilization of a trestle extending from embankment to embankment across the cavity wherein the dam was to be constructed. The plan contemplated the simultaneous operation of two whirley cranes on a roadway established upon the trestle. The cranes were supplied with concrete from a batch plant near the left embankment by means of a dinky railroad operating on tracks laid on the trestle roadway. The dam was constructed directly beneath the trestle.

The construction of the trestle was to begin from each embankment and proceed toward the center of the site. During excavation of the area near the right abutment, however, a subsurface condition was discovered which necessitated the unanticipated removal of approximately 118,000 cubic yards of additional material. The contracting officer found the subsurface fault to be a changed condition within the meaning of Article 4 of the General Provisions of the contract,³ and the contractor has been fully compensated for the additional excavation.

Because of the changed condition, the trestle could not be completed on schedule, and a gap was left in the trestle until the additional excavation was performed. The gap was located near the right bank, and consequently the mobility of the whirley crane located on that embankment was severely restricted from July 9, 1964, to September 21, 1964. That crane could not be used at all for the placement of concrete during that period, although some concrete was poured in the interim by means of the left-bank crane.

The question for decision here is a narrow one. Plaintiff claims that from July 9, 1964, to September 21, 1964, the costs to it of concrete placement were greater by virtue of using only one whirley crane than they would have been if two cranes could have been used, as planned.⁴ Plaintiff asserts that these costs were the direct result of the changed condition and that it is entitled to an equitable adjustment therefor. Plaintiff admits that it has been fully compensated for all other work and costs to it occasioned by the changed condition.

The board denied plaintiff's claim on the grounds (1) that the modifications of plaintiff's operation necessitated by the changed condition were consequential to the delay incident thereto, and payment for any such increased costs is barred by the "Rice doctrine" (United States v. Rice, 317 U.S. 61, 63 S.Ct. 120, 87 L.Ed. 53 (1942)); and (2) that plaintiff placed substantially less concrete than projected with the left-bank whirley crane from July to September, indicating that plaintiff's increased costs were attributable to some other cause than the non-use of two whirley cranes, and accordingly the costs were not a direct result of the changed condition.⁵

Defendant, in reliance upon the first ground of the board's decision,⁶ contends that, whether or not the damages plaintiff claims are denominated "delay damages," the increased costs incurred by plaintiff were suffered in the performance of work which was required under the contract, the amount and scope of which was unchanged by the changed condition. The recovery of such "consequential" costs, defendant argues, is barred by the "Rice doctrine."

The first question to be decided is whether the damages allegedly incurred by plaintiff were "delay damages." We are not faced with a situation wherein plaintiff alleges that the Government was responsible for a delay which gave rise to the damages claimed.⁷ Instead, plaintiff argues that the disputed costs were not at all a result of delay.

It is true that, had plaintiff not been without the full use of one of its cranes during the period in question, the costs sought would not have been incurred. But the coincidence of the hiatus and the additional expense does not necessarily imply a causal link between them.

The term "delay" implies a stopping or hindrance for some period; "delay damages" are obviously those which flow from that increment in time. In this context, standby equipment expense, additional overhead, increased labor costs — typical delay damage items — are not incurred unless there is a prolongation of performance beyond the anticipated date of completion.⁸

In contrast, the costs sought by plaintiff would have been incurred even had the contract been performed as soon as physically possible. An interruption in one phase of the work under a contract does not always result in an increase in the time necessary for total performance. In such a case, the absence of any delay would obviously preclude recovery therefor. Had there in fact been no delay in the completion of the instant contract, plaintiff's restricted pouring operations would still have caused the increased costs alleged. Plaintiff's damages accordingly could not have been the result of any delay in performance, and the board erred in concluding otherwise.

There remains the further question concerning the relation of the "Rice doctrine" to increased costs in the performance of work which is required by the contract, but which is not changed in scope by the changed condition. It is our opinion that the Supreme Court cases relied upon by defendant are not applicable to the instant situation.

The four decisions which are the basis of the "Rice doctrine"⁹ were concerned, so far as they relate to this case, only with whether delay damages were recoverable. As stated by Mr. Justice Black for the Court,

* * * The question on which all these cases turn is, did the Government obligate itself to pay damages to a contractor solely because of delay in making the work available? * * *

United States v. Howard P. Foley Co., 329 U.S. 64, 69, 67 S.Ct. 154, 91 L.Ed. 44 (1946). It is in this context that this court has applied the "Rice doctrine." See, e. g., Jefferson Constr. Co. v. United States, 392 F.2d 1006, 1012, 1015, 183 Ct.Cl. 720, 728-729, 735, cert. denied, 393 U.S. 842, 89 S.Ct. 122, 21 L.Ed.2d 113 (1968). The Government, however, points to the following language from Chouteau v. United States, 95 U.S. 61, 68, 24 L.Ed. 371 (1877), cited by the Court in United States v. Rice, 317 U.S. 61, 64-65, 63 S.Ct. 120, 87 L.Ed. 53 (1942):

* * * For the reasonable cost and expenses of the changes made in the construction, payment was to be made; but for any increase in the cost of the work not changed, no provision was made. * * *

As an abstract statement of the contractual situations in the Rice and Chouteau cases, the rule quoted is undoubtedly correct as it applied to the delay damage questions before the Court in those instances. But nowhere in any of the opinions of the Court can we find any indication that this language was intended to establish a broad rule applicable even outside the delay damage context.

Moreover, as the above-quoted statements indicate, the Court was at all times primarily concerned with what the parties had contractually contemplated. In the instant case, it is quite clear that the parties had agreed that an equitable adjustment would be made for just such damages as plaintiff allegedly suffered. Article 4 of the contract provided that "an increase * * * in the cost * * * of performance" brought about by a changed condition would be remediable under the disputes procedure. As that clause demonstrates, the parties had contemplated that a latent subsurface condition might be discovered, and it was clearly foreseeable that the trestle — and, therefore, plaintiff's method of operation — could be affected as a consequence. In fact, defendant has tacitly recognized this to a certain extent by compensating plaintiff for the modifications in its trestle towers necessitated by the changed condition.

Construing language identical to that contained in Article 4 of the instant contract, this court (relying upon Tobin Quarries, Inc. v. United States, 84 F.Supp. 1021, 114 Ct.Cl. 286 (1949)) has stated that the equitable adjustment allowable as a result of a changed condition is "the difference between what it cost it the contractor to do the...