State Highway Administration v. Greiner Engineering Sciences, Inc.

577 A.2d 363, 83 Md. App. 621, 1990 Md. App. LEXIS 127
CourtCourt of Special Appeals of Maryland
DecidedJuly 3, 1990
Docket1677, September Term, 1989
StatusPublished
Cited by25 cases

This text of 577 A.2d 363 (State Highway Administration v. Greiner Engineering Sciences, Inc.) is published on Counsel Stack Legal Research, covering Court of Special Appeals of Maryland primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
State Highway Administration v. Greiner Engineering Sciences, Inc., 577 A.2d 363, 83 Md. App. 621, 1990 Md. App. LEXIS 127 (Md. Ct. App. 1990).

Opinion

BISHOP, Judge.

Greiner Engineering Sciences, Inc., appellee, made a claim against the State Highway Administration (SHA), appellant, for $148,859.80 in delay damages incurred during preparation of construction contract documents for a highway project. Upon denial of its claim, appellee appealed to the Maryland State Board of Contract Appeals 1 (BCA) *623 which, following a de novo hearing, issued a written decision awarding appellee $111,644.00. The Circuit Court for Baltimore County (Turnbull, J.) affirmed the BCA decision.

ISSUES

Appellant asks this Court:

I. Whether the BCA erred by rewriting the contract to create an exception to the “no damages for delay” clause for delays not contemplated by the parties;

II. Whether the BCA finding that the delay was not contemplated by the parties, based solely upon the testimony of a witness who was not employed by SHA at the time the contract was executed, was supported by competent, material and substantial evidence;

III. Whether enforcement of the “no damages for delay” clause was unconscionable;

IV. Whether SHA was estopped from relying on the not-to-exceed clause in its contract with appellee;

V. Whether appellee’s acceptance of extra work orders totalling $480,843.00 without reserving the right to file a later claim bars such later claim as a matter of law; and

VI. Whether appellee presented legally sufficient proof of damages where the BCA (1) retrospectively qualified as experts three witnesses who gave lay testimony; (2) accepted without analysis appellee’s highly disfavored “total cost” proof of damages; and (3) arbitrarily reduced appellee’s claim by twenty-five percent (25%) rather than dismiss the entire claim.

We address only the first and third issues in this opinion. 2

*624 FACTS

The findings of fact made by the BCA are not challenged by appellant and consist of the following:

1. On October 5, 1979, appellee entered into a contract (agreement) with SHA to perform final design services for a 3.86 mile portion of U.S. Route 48, east of Orelands Road to west of Bottenfield Road, in Allegany and Washington Counties, Maryland.
2. The scope of services to be provided by appellee was divided into two phases, Phase IV and Phase V. Phase IV included all engineering services required to complete final design including bridge structures and to prepare construction contract plans, specifications and documents for bid advertisement. Phase V involved all work from advertisement of the project to opening of traffic, including review of shop drawings and any redesign during construction.
3. The basis of payment for Phase IV. services is stated as “cost plus fixed fee” with various amounts payable for specific items and an overall maximum amount payable. The Phase IV payment section specifies:
The maximum amount payable to the Consultant under this Agreement, for all Phase IV services performed ... may not exceed Four Hundred Twenty Four Thousand and Two Hundred Sixty Nine Dollars ($424,269) without the express written approval of the Highway Administration.
4. For Phase V services, the Agreement sets forth similar payment limitations and states that the “maximum amount payable” to appellee for the checking of all shop and working drawings “may not exceed Twenty Five Thousand Nine Hundred Twenty Dollars ($25,920) without the express written approval of the Highway Administration” and for all redesign under construction services “may not exceed Three Thousand Nine Hundred Thirty Dollars ($3,930), except where extra or additional work has been properly authorized by the Highway Administra *625 tion.” The maximum amount payable for all Phase V services totalled $29,850.
5. The basis of payment section of the Agreement concludes with a paragraph entitled “Total Payment”:
The total maximum amount payable to the Consultant for all services provided under this Agreement, may not exceed Four Hundred Fifty Four Thousand One Hundred Nineteen Dollars ($454,119) except where extra or additional work has been properly authorized by the Highway Administration.
The Agreement also contained a “no-damages-for-delay” clause providing:
The Consultant agrees to prosecute the work continuously and diligently and no charges or claims for damages shall be made by him for any delays or hindrances, from any cause whatsoever during the progress of any portion of the services specified in this Agreement. Such delays or hindrances, if any, may be compensated for by an extension of time for such reasonable period as the Department may decide. Time extensions will be granted only for excusable delays such as delays beyond the control and without the fault or negligence of the consultant.
(General Conditions at 2.).
6. The expected duration of Phase IV work was 15 months from the Notice to Proceed, with completion anticipated by March 1981. However, as discussed below, the work at issue (principally Phase IV) was not completed until sometime in the latter half of 1986.
7. An “initiation” meeting for the project was held on December 7, 1979. At this meeting and shortly after-wards, SHA directed appellee to conduct various studies relating to changes in the scope of the original design work for the related construction project, including reevaluating the horizontal and vertical alignment of the highway, bifurcating part of the roadway and restudying the High German Road alignment because of an adjacent property owner’s objections. Following the Preliminary *626 Investigation on July 22 and 23, 1980, SHA directed appellee to prepare a detour road for the Sideling Hill Creek Structure. In addition, appellee was directed to restudy the Old National Pike profile.
8. In December, 1980, SHA directed appellee to make estimates of cut and fill quantities and to change the roadway median width from 58 to 34 feet.
9. On January 13, 1981, SHA directed appellee to stop work on the project except for the detour road plan because SHA was experiencing funding uncertainties and was in the process of assessing its options. Appellee resumed contract work at SHA’s direction on January 30, 1981. On March 10, 1981, SHA directed appellee to undertake cost reduction studies. As a result of these studies SHA decided to segment construction of the project into two distinct contracts with appellee providing design services and preparation of contract documents for both.
10. On January 5, 1982, SHA directed appellee to stop work on everything except the right-of-way plats. This stoppage lasted until September 9, 1982.

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577 A.2d 363, 83 Md. App. 621, 1990 Md. App. LEXIS 127, Counsel Stack Legal Research, https://law.counselstack.com/opinion/state-highway-administration-v-greiner-engineering-sciences-inc-mdctspecapp-1990.