Genstar Stone Paving Products Co. v. State Highway Administration

618 A.2d 256, 94 Md. App. 594, 1993 Md. App. LEXIS 19
CourtCourt of Special Appeals of Maryland
DecidedJanuary 11, 1993
Docket507, September Term, 1992
StatusPublished
Cited by1 cases

This text of 618 A.2d 256 (Genstar Stone Paving Products Co. v. State Highway Administration) 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
Genstar Stone Paving Products Co. v. State Highway Administration, 618 A.2d 256, 94 Md. App. 594, 1993 Md. App. LEXIS 19 (Md. Ct. App. 1993).

Opinion

WILNER, Chief Judge.

This appeal is from an order of the Circuit Court for Baltimore City reversing a decision of the State Board of Contract Appeals. It takes us into the arcane world of State (and Federal) procurement and, in particular, requires us to construe a mandatory clause in a road construction contract. The underlying facts are not in dispute.

In July, 1986, the State Highway Administration (SHA) awarded appellant a $5,951,622 contract to make resurfacing improvements to a two-mile stretch of the Baltimore Beltway. Both the bid and the contract were divided into many separate bid items; some of them called for a lump sum price — a single amount to be paid for that item of work, no matter what quantity of that work might ultimately prove necessary — while others (most) specified unit prices. The unit price items stated a price per unit (per ton, per day, per square or linear foot), the number of units that SHA estimated the job would entail, and an aggregate price determined by multiplying the unit price by the number of SHA-estimated units.

Appellant was required under the contract to maintain traffic flow during the construction work, and several of the items related to that function. Item 1002 called for a lump sum for “Maintenance of Traffic,” and on that item appellant bid (and the contract stated) $67,500. Other items showed unit prices for temporary traffic signs, temporary pavement striping tape, the removal of that tape, and barrier walls. Item 1006 contained a unit price for arrow boards — lighted signs forming the shape of an arrow that direct traffic into adjacent lanes when one or more lanes are closed because of the construction work. We are concerned here with the arrow boards.

The contract specified that the method of measurement and basis of payment for this item “shall be at the contract unit price bid per unit day.” By “unit day” was meant that *597 each arrow board used would be paid for once for each day of use, no matter how many times during the day it was moved or replaced. The contract also stated that the contract unit price “shall be full compensation for all labor, materials, equipment, tools and incidentals required to set up and operate at the site and at any relocated sites as required.”

SHA estimated that the job would require 200 unit days of arrow boards. In preparing its bid, however, appellant concluded that SHA’s estimate was far too low and that the job would require 555 unit days of arrow board. What it did, therefore, was as follows: (1) it determined that the actual cost of an arrow board for a unit day was $45/board; (2) it estimated that the additional crew and equipment costs associated with the arrow boards would be $783/day; (3) it multiplied the $783 by the 327 additional days it figured the extra crew and equipment would be needed, producing a cost of $256,041; (4) it then multiplied the actual $45 cost by 555 days, yielding $24,975, and added that amount to the $256,041, producing a combined cost of $281,016; (5) it divided that combined cost by 555, producing a per diem cost of $506; and (6) to that amount it then added (i) a $94 markup (making $600), (ii) $200 more on the assumption that a second arrow board crew shift would be required on one-third of the 555 crew arrow board days (raising the unit cost to $800), and (iii) $100 for overhead and profit, making a final unit price of $900. 1

As things turned out, appellant’s time estimate was much closer to the mark than SHA’s. The job required 514 unit days of arrow board.

Part of the State’s procurement regulations is COMAR 21.07.02.03, which requires that every State construction contract containing estimated quantity items include the following “variations” or “VEQ” (variations from estimated quantities) clause:

*598 “Where the quantity of a pay item in this contract is an estimated quantity and where the actual quantity of such pay item varies more than twenty-five percent (25%) above or below the estimated quantity stated in this contract, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above one hundred twenty-five percent (125%) or below seventy-five percent (75%) of the estimated quantity.” 2

That clause, in conformance with the regulation, was included as General Provision 4.03 of the contract.

As noted, SHA estimated that the job would require 200 unit days for arrow boards; 125% of that estimate is 250 days which, for purposes of this Opinion, we shall refer to as the base units — units to be paid at the contract unit price without any adjustment. The job actually required 514 days, producing an overrun in excess of the base of 264 unit days; that overrun we shall refer to as comprising the adjustable units — those subject to equitable adjustment in accordance with the variations clause. After the job was completed, SHA examined unit prices for this item in bids on other jobs and, from that examination, found that the average bid price for Item 1006 was $55/unit day. 3 From this, it concluded that appellant’s actual cost for the item did not exceed $55/unit day and that, as a result, the cost to appellant of the overrun, due solely to the overrun, was only that amount. As the contract price was $900/unit day, it demanded an equitable adjustment under GP 4.03 and actually withheld $223,080 ($900-$55 x 264 days) as a retainage. This was based on the notion that, in measuring any equitable adjustment under the clause, the proper approach was essentially to ignore the contract unit price with *599 respect to the adjustable units and to pay only the actual cost of providing those units.

Appellant, as might be expected from the circumstances, had a very different view. It construed the clause as requiring SHA to demonstrate (1) that there was a difference between the actual unit cost of the base units (the arrow boards necessary for 250 unit days) and the actual unit cost of boards for the adjustable units (the 264 additional days), and (2) that the difference was due solely to the overrun. That difference, if it could be proved, would then be deducted from the contract unit price.

When the SHA procurement officer rendered his decision, appellant appealed to the State Board of Contract Appeals. At a hearing before that Board, SHA, through an accountant offered as an expert witness, recalculated its demand. Instead of relying on average bids on other jobs, as the procurement officer had done, the witness examined certain of appellant’s records on this job and determined therefrom that (1) appellant’s actual cost per unit day for arrow boards was $76 and (2) there would be no increase or decrease in that unit cost resulting solely from the extra 264 unit days. The witness concluded, however, that appellant had included in Item 1006 certain traffic maintenance expenses that should have been placed in other items and that there was a $385 per unit decrease in those costs with respect to the adjustable units.

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Bluebook (online)
618 A.2d 256, 94 Md. App. 594, 1993 Md. App. LEXIS 19, Counsel Stack Legal Research, https://law.counselstack.com/opinion/genstar-stone-paving-products-co-v-state-highway-administration-mdctspecapp-1993.