George Bennett, an Individual D/B/A George Bennett Construction Company v. The United States

371 F.2d 859, 178 Ct. Cl. 61, 1967 U.S. Ct. Cl. LEXIS 50
CourtUnited States Court of Claims
DecidedJanuary 20, 1967
Docket155-58
StatusPublished
Cited by5 cases

This text of 371 F.2d 859 (George Bennett, an Individual D/B/A George Bennett Construction Company v. The 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
George Bennett, an Individual D/B/A George Bennett Construction Company v. The United States, 371 F.2d 859, 178 Ct. Cl. 61, 1967 U.S. Ct. Cl. LEXIS 50 (cc 1967).

Opinion

OPINION

COLLINS, Judge.

On June 15, 1951, plaintiff, an individual doing business as George Bennett Construction Company, was awarded a contract calling for the construction of a levee and appurtenances on the Missouri River, near Kansas City, Missouri. At issue here is a matter of contract interpretation, the specific question being whether plaintiff’s view of the plans and specifications — restricting the amount of necessary excavation to an area short of that which defendant seeks to include —was a reasonable construction of the contract. Under protest and upon the Government’s insistence, plaintiff removed 105,870 cubic yards of earth— borrow material — from the disputed area; additional compensation for this extra work is the basis of the present suit.

In the prosecution of this claim, originally heard and denied by the Corps of *861 Engineers Claims and Appeals Board (hereinafter the “Board”), both parties, without formal objection, have proceeded to litigate the issues in a de novo proceeding, each introducing evidence in this court not previously presented before the Board. Our trial commissioner, Franklin M. Stone, has submitted detailed findings of fact recommending that judgment be granted to plaintiff. On the basis of those findings, evaluated in light of applicable legal propositions, we conclude that plaintiff is entitled to recover.

When reduced to its essentials, the controversy between the parties involves a very narrow matter, i. e., whether the contract specifications, read in conjunction with its detailed drawings, could be interpreted by a reasonable contractor as not requiring the removal of borrow material from that portion of the riverbank situated on a line parallel to, and approximately 260 feet distant from and beyond, the levee’s centerline. To prevail on this issue, it is not essential that plaintiff demonstrate his position to be the only justifiable or reasonable one. A specification susceptible to more than one interpretation, each interpretation found to be consistent with the contract’s language and the parties’ objectively ascertainable intentions, becomes convincing proof of an ambiguity; the burden of that ambiguity falls solely upon the party who drew the specification. Peter Kiewit Sons’ Co. v. United States, 109 Ct.Cl. 390 (1947). Beading the contract as a whole, one can be left with little doubt as to the reasonableness of plaintiff’s interpretation.

As defendant points out in its brief, a drawing can set forth the lateral limits of contemplated excavation and grading in two ways. One method would involve establishing a fixed distance from a base line as the work limit — the base line in this case being the levee’s centerline; another approach would define the extent of excavation by reference to elevation, i. e., by fixing the lowest elevation of a slope (here the base of the levee) with that elevation to be maintained laterally until it intersects (as it would here) with a natural boundary, i. e., the river.

In this case, the drawings did set out a fixed distance (i. e., 260 feet from the centerline of the levee), but it is defendant’s contention that this was not intended to fix the lateral limits of excavation. Bather, defendant claims that the 260-foot mark simply indicated the low point of the levee slope and that the elevation at that point (722 feet above sea level) was to be maintained and carried forward to the waterline — thereby encompassing the area here in dispute.

To refute this, plaintiff points out the following: (1) the disputed area was actually in the bed of the river and subparagraph 2.06(a) (2) of the contract permitted, but did not require, the contractor to excavate this area if additional fill was found to be necessary; (2) the typical cross section of the area (designated on the drawings between stations 210+40 and 242+80) indicated finished slopes and elevations by heavy lines, and such lines did not show any finished slope or elevation beyond an approximate distance of 258 feet from the levee centerline; and (3) a detailed cross sectional view of the area shows a vertical line marking the 260-foot point from the levee’s centerline — this vertical line on the drawing being indicated as the riverward limit of borrow excavation.

While plaintiff enumerates additional factors reinforcing the reasonableness of his interpretation, we find them unnecessary to sustain the legitimacy of his position. The short of the matter is that, while the Government may well have intended the contractor to continue the excavation shoreward into the disputed area, it chose a most inarticulate way of describing that objective. By fixing the riverward limit of borrow excavation at the 260-foot mark, defendant fixed the limits of the excavation that it could legally insist upon. Though the drawings could perhaps have been read another way, a reasonable construction would not have suggested it. We find that plaintiff is en *862 titled to recover for the additional work that he was required to perform.

In his report to the court, the commissioner recommended that plaintiff be granted $42,383.45 as total compensation for the additional work. 1 Plaintiff contests the adequacy of this figure and seeks instead to recover a sum in excess of $100,000. The difference between what was recommended and what is sought rests in part upon plaintiff’s disagreement with the hourly rental rates that should be applied in determining the contractor’s ownership costs in the equipment which he used in performing the disputed excavation. The commissioner’s figures were based upon the application of AGC rates; 2 plaintiff contends for the application of “force-account rates” 3 or AGC rates modified so as to reflect the greater wear and tear to which the equipment was subjected because of adverse weather conditions.

■ Though presented in a different factual context, a somewhat similar problem was discussed in L. L. Hall Constr. Co. v. United States, 177 Ct.CI. - (Dec.1966). In that case — which examines the question of ownership rates versus rental rates in computing delay damages- — -we took the position that, absent actual cost data clearly showing the specific expenses attributable to defendant’s wrongful delay, a fair and reasonable approximation could be achieved through use of AGC rates applied to the acquisition cost of each piece of equipment. In our judgment, this case (which like Hall, supra, requires speculation regarding the correct measure of damages because of the absence of actual cost figures) offers no substantial reason justifying a departure from the application of average AGC rates.

Plaintiff’s reference to the aforementioned “force-account rates” is no different, in principle, from the AED rental rates rejected in Hall, supra. 4 Plaintiff was not in the business of distributing or leasing its equipment to others; thus, whatever rates might obtain under those circumstances would bear no meaningful relation to the present situation. Here the relevant inquiry is concerned solely with the determination of expenses incurred in connection with contractor-owned and contractor-operated equipment.

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Bluebook (online)
371 F.2d 859, 178 Ct. Cl. 61, 1967 U.S. Ct. Cl. LEXIS 50, Counsel Stack Legal Research, https://law.counselstack.com/opinion/george-bennett-an-individual-dba-george-bennett-construction-company-v-cc-1967.