Straga v. United States

32 Cont. Cas. Fed. 73,470, 8 Cl. Ct. 61, 1985 U.S. Claims LEXIS 988
CourtUnited States Court of Claims
DecidedMay 1, 1985
DocketNo. 173-84C
StatusPublished
Cited by7 cases

This text of 32 Cont. Cas. Fed. 73,470 (Straga v. 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
Straga v. United States, 32 Cont. Cas. Fed. 73,470, 8 Cl. Ct. 61, 1985 U.S. Claims LEXIS 988 (cc 1985).

Opinion

OPINION

LYDON, Judge:

In this direct access construction contract case, brought under the Contract Disputes Act (41 U.S.C. § 609(a)(1)) (CDA), plaintiff seeks to recover additional compensation on alternative theories of constructive change or contract reformation based on plaintiff's unilateral mistake. Defendant has moved to dismiss plaintiff’s action on the ground that the court lacks jurisdiction thereof under the CDA because plaintiff never submitted a claim within the purview of the CDA to the contracting officer.. In the alternative, defendant has cross-moved for summary judgment on the merits of the action, supporting its cross-motion by appended documentation. Plaintiff opposes defendant’s motion to dismiss and has moved for summary judgment on the merits, supporting its motion by appended documentation. Upon consideration of the submissions of the parties, and without oral argument, the court concludes it does not have jurisdiction over this action.

I.

Prior to September 1982, the Department of the Army issued an Invitation for Bids for the construction of a test facility building at the Aberdeen Proving Ground in Maryland. The contract was to be a fixed price contract. Four bids were received in response to the Invitation. Plaintiff’s bid of $198,700 was the lowest bid. The next lowest bid was $264,950 and the government’s cost estimate for the project was $261,521.

Because plaintiff’s bid price was deemed far below the next low bid price and the government’s estimate, the contracting officer requested that plaintiff verify its bid. By letter dated September 29, 1982, plaintiff advised the contracting officer it had reviewed its work sheets, found them to be [63]*63correct, and verified its bid as previously submitted.

On October 21,1982, the contracting officer again wrote plaintiff expressing concern over plaintiffs bid in relation to the next lowest bidder and the government’s estimate. In this letter, the contracting officer requested plaintiff to furnish certain data, and further advised that since this was a critical project and since the contracting officer had doubts about plaintiff’s ability to successfully complete the project at its bid price, he was going to perform a Pre-Award Survey of plaintiff to ensure plaintiffs responsibility.

Following receipt and analysis of the data requested above, the contracting officer wrote plaintiff on December 3, 1982, in pertinent part as follows:

a. Your “take-off” appears to indicate that you propose to use 41.5 CY of 4000 PSI ready-mix concrete and 61 CY of 4000 PSI Borated Concrete. The specification clearly says all concrete will be borated. See Specification 82aj, Page 6-7, Para 2.4B. The Government estimate is for 120 CY of borated concrete. We called Mr. Ayres of S & G Concrete Company, your supplier, and he confirmed that his quote to you is for 120 CY of borated concrete. The total price for 120 CY borated concrete at $255.00/CY is $30,600.00. Your estimate of 41.5 CY unborated concrete at $46.80 is $1,942.20 and 61 CY borated concrete at $255.00/CY is $15,550.00 for a total price of $17,497.20 or a mistake in bid of $13,102.80.1

The December 3, 1982, letter concluded by advising plaintiff to “[pjlease respond in writing by 15 December 1982.”

Plaintiff responded to the above letter on December 15, 1982, writing in pertinent part as follows:

Your premise that all concrete is to be borated is not consistant [sic] with the specifications for cast-in-place concrete which appears on drawing sheet T-l of 8 as follows:
“All concrete for slab on grades and all concrete l'-0" below finished floor shall be borated concrete, see specifications. All remaining concrete shall be normal stone aggregate concrete.”
This specification clearly specifies that all concrete within 12 inches below the finished floor elevation is to be borated concrete and that all remaining concrete is to be normal stone aggregate concrete.
Furthermore specification section 2.4 G specifies in detail, exactly the procedure to be used when placing borated concrete on horizontal surfaces on normal concrete which is consistant [sic] with the specification of normal stone aggregate concrete, as well as borated concrete. The inclusion of this section into the specifications alone can lead to only one unmistakable conclusion—that the specification must require the use of both normal stone aggregate concrete as well as borated concrete.
Based on the above facts, the bid documents unequivocally specify the use of both normal stone aggregate concrete as well as borated concrete. After reviewing the entire bid documents, no other possible conclusion could be drawn.
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In conclusion, the government has no option but to award this contract to WALTER STRAGA, since the bid submitted was in compliance with the specification and drawings. In preparing our bid there was no reason to feel that the specifications were ambiguous pertaining to the concrete; therefore no questions [64]*64were raised prior to bid opening. If the government wishes, at this time, to change a specification requirement, award of the contract to WALTER STRAGA can be made and a change to the concrete requirement can be negotiated after award at the price stated of $255.00 per cubic yard plus additional costs incurred as a result of this change and our standard markup.

In December 1982, there were discussions and correspondence between plaintiff and the contracting officer regarding extension of the time in which the bid could be accepted for contract award purposes. In response to the contracting officer’s bid acceptance extension request, plaintiff by letter dated December 24, 1982, stated in pertinent part as follows: “ * * * [W]e are willing to extend the acceptance period to Feb. 21, 1983, and we are still interested in being considered for the award of the above contract.” Subsequent to plaintiff’s letter of December 15,1982, quoted in part, supra, there is no indication of any discussion or correspondence between plaintiff and the contracting officer regarding the concrete requirement of the specifications for the proposed contract prior to award of the contract.

On December 28, 1982, the contracting officer notified plaintiff that its bid of $198,700 had been accepted and the contract (No. DAAD05-83-C-0037) for construction of a test facility, Building 861, at the Aberdeen Proving Ground was awarded to him. The formal contract document (2 pages) which was executed by plaintiff and the contracting officer on or about December 28, 1982, contained the following pertinent language.

2. Drawings 32382 thru 32389, dated 21 May 1982, as subject and subordinate to the following indicated Specification 82ai, dated June 1982, entitled—Construction of Test Facility at Bldg 861, APG, with boron provided in all concrete as specified and cast iron pipe floor drain system in accordance with Drawing 32384.

Thereafter, plaintiff undertook performance of the contract.

On April 14, 1983, the contracting officer, Max J. Klessig, wrote plaintiff as follows:

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Bluebook (online)
32 Cont. Cas. Fed. 73,470, 8 Cl. Ct. 61, 1985 U.S. Claims LEXIS 988, Counsel Stack Legal Research, https://law.counselstack.com/opinion/straga-v-united-states-cc-1985.