Ray D. Lowder, Inc. v. North Carolina State Highway Commission

217 S.E.2d 682, 26 N.C. App. 622, 1975 N.C. App. LEXIS 2130
CourtCourt of Appeals of North Carolina
DecidedAugust 6, 1975
Docket7510SC95
StatusPublished
Cited by32 cases

This text of 217 S.E.2d 682 (Ray D. Lowder, Inc. v. North Carolina State Highway Commission) is published on Counsel Stack Legal Research, covering Court of Appeals of North Carolina primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Ray D. Lowder, Inc. v. North Carolina State Highway Commission, 217 S.E.2d 682, 26 N.C. App. 622, 1975 N.C. App. LEXIS 2130 (N.C. Ct. App. 1975).

Opinion

BROCK, Chief Judge.

This appeal raises two important issues for our determination: (1) whether the overrun constitutes a changed condition entitling Lowder to an equitable adjustment in the contract unit price for undercut excavation pursuant to § 4.3A of the specifications; and (2) whether certain entries and reports which were offered to substantiate Lowder’s claim for additional compensation were properly admitted as substantive evidence.

Before reaching the questions raised by this appeal, we acknowledge the well-established rule that the Commission is not subject to suit except in the manner provided by statute. Nello L. Teer Co. v. North Carolina State Highway Commission, 265 N.C. 1, 143 S.E. 2d 247 (1965). General Statute 136-29 establishes the procedure for the settlement of claims against the Commission by a contractor who claims he has not received “such settlement as he claims to be entitled to under his contract.” The statute has been interpreted to mean that recovery is possible only within the terms and framework of the contract. Nello L. Teer Co. v. North Carolina State Highway Commission, 4 N.C. App. 126, 166 S.E. 2d 705 (1969).

I.

[1] A threshold question to be resolved is whether the contract provision that “no subsurface information is available” should work to place the loss occasioned by the unexpected amount of undercut squarely on Lowder. This provision is designed ap *638 parently to insulate the Commission, the agency responsible for stating estimates in its contract plans and proposals, from liability should those estimates turn out to be erroneous.

There can be little doubt that the contract proposals and plans, as submitted to the bidders for project 8.11618, constituted material representations as to the location and quantity of undercut excavation. Lowder relied on the relative accuracy of the undercut locations and quantities and was reasonably justified in doing so. It had no reason to believe that project 8.11618 would produce an excessive amount of undercut excavation.

As has been noted in the statement of facts, the estimate of 12,000 cubic yards of undercut was based on the results of a 1963 geological test conducted by the Commission’s geologists. The results of that test were routed to the Roadway Design Department for computation of the amount of undercut to be used in the proposals for project 8.11618. The estimate of 12,000 cubic yards of undercut was submitted to bidders. However, the 1963 test, the basis of that estimate, was not made available to the bidders. As we have noted, the author of the 1963 test report emphasized that it was based on the conditions prevailing during the weeks preceding 11 September 1963 when “the country side was unusually dry from the lack of summer rains.”

The clause in the project special provisions stating “[t]here is no subsurface information available on this project except as may be shown in the plans” cannot limit the Commission’s liability. Clauses of this type, stating in effect that the contracting agency does not guarantee the statements of fact in the plans and specifications and requiring the contractor to make his own independent investigation of the site and satisfy himself of the conditions, are not given their full literal effect. See Morrison-Knudsen Company v. United States, 397 F. 2d 826, 841 (1968) ; Fehlhaber Corp. v. United States, 151 F. Supp. 817, 825, 138 Ct. Cl. 571, 584 (1957), cert. denied, 355 U.S. 877, 78 S.Ct. 141, 2 L.Ed. 2d 108. The information in the plans constituted positive representations upon which Lowder was justified in relying. We are of the opinion, therefore, that (1) a contracting agency which furnishes inaccurate information as a basis for bids may be liable on a breach of warranty theory, and (2) instructions to bidders to make their own independent investigations of the conditions to be encountered cannot be given full literal reach. Hollerbach v. United States, 233 U.S. 165, 34 S.Ct. 553, 58 L.Ed. *639 898 (1913) ; see Anderson, Changes, Changed Conditions and Extras in Government Contracting, 42 Ill. L.Rev. 29, 44 (1947). It is simply unfair to bar recovery to contractors who are misled by inaccurate plans and submit bids lower than they might otherwise have submitted.

[2] Having decided that Lowder should not solely bear the loss for its misplaced reliance on the contract quantities, we are confronted with the first of the two critical issues raised by this appeal: Did the overrun constitute a changed condition entitling Lowder to an equitable adjustment of the contract price pursuant to § 4.3A of the specifications?

We acknowledge the established principles that (1) an interpretation which gives a reasonable meaning to all its provisions will be preferred to one which leaves a portion of the writing useless or superfluous, see 4 Williston on Contracts § 619 (3d ed. 1961) ; and that (2) contract provisions should not be construed as conflicting unless no other reasonable interpretation is possible. Hol-Gar Mfg. Corp. v. United States, 351 F. 2d 972, 979, 169 Ct. Cl. 384, 395-396 (1965). A standard provision such as § 4.3A cannot lightly be read out of the contract or deprived of most of its normal substance.

The Commission’s argument is that § 4.3A, dealing with “Alterations of Plans or Character of Work,” should be ignored in favor of § 4.3B, dealing with “Overruns and Underruns.” The gist of this assertion is that § 4.3B is a more specific contract provision and should control the more general § 4.3A. The Commission cites one of Williston’s secondary rules of contract interpretation, as reported in the Restatement, Contracts § 236(c), as the basis for this contention: “Where there is an inconsistency between general provisions and specific provisions, the specific provisions ordinarily qualify the meaning of the general provisions.” This is not an ironclad rule to be followed in every case. It is merely one rule helpful in arriving at an interpretation of a contract.

Section 4.3A, governing “Alteration of Plans or Character of Work,” states:

“The Commission reserves the right to make, at any time during the progress of the work, such increases or decreases in quantities and such alterations in the details of construction, including alterations in the grade or alinement of the road or structure or both, as may be found to *640 be necessary or desirable. Such increases or decreases in alterations shall not invalidate the contract nor release the Surety, and the Contractor agrees to accept the work as altered, the same as if it had been a part of the original contract.
“Under no circumstances shall alterations of plans or of the nature of the work involve work beyond the termini of the proposed construction except as may be necessary to satisfactorily complete the project.

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Bluebook (online)
217 S.E.2d 682, 26 N.C. App. 622, 1975 N.C. App. LEXIS 2130, Counsel Stack Legal Research, https://law.counselstack.com/opinion/ray-d-lowder-inc-v-north-carolina-state-highway-commission-ncctapp-1975.