Brutoco Engineering & Construction, Inc. v. United States

34 Cont. Cas. Fed. 75,249, 12 Cl. Ct. 104, 1987 U.S. Claims LEXIS 49
CourtUnited States Court of Claims
DecidedMarch 31, 1987
DocketNo. 675-85C
StatusPublished
Cited by2 cases

This text of 34 Cont. Cas. Fed. 75,249 (Brutoco Engineering & Construction, Inc. 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
Brutoco Engineering & Construction, Inc. v. United States, 34 Cont. Cas. Fed. 75,249, 12 Cl. Ct. 104, 1987 U.S. Claims LEXIS 49 (cc 1987).

Opinion

OPINION

NAPIER, Judge:

This case comes before the Court on defendant’s motion and plaintiff’s cross-motion for summary judgment. Both parties contend that there is no genuine issue of material fact and that they are entitled to judgment as a matter of law. Jurisdiction is founded on the Contract Disputes Act of 1982, 41 U.S.C. § 609(a)(1) (1982).

The dispute in this case concerns the interpretation of inconsistent provisions in a contract regarding the proper method of payment for the resealing of existing joints in Portland cement concrete (PCC) pavement along hanger aprons at the Naval Air Station in Alameda, California. Plaintiff contends that the contract clearly provided that joint resealing was to be paid for on a unit price basis and therefore plaintiff did not include the cost of joint resealing in its lump sum bid price. Plaintiff also claims that it was not required to make a pre-bid inquiry and that any ambiguities in the contract must be construed against the defendant.

Defendant claims that the contract expressly required plaintiff to reseal all existing joints in the PCC pavement and that payment for this work would be made on a lump sum basis rather than a unit price basis. Further, defendant states that even if there was an ambiguity in the contract, plaintiff cannot prevail because it did not make a pre-bid inquiry as to the ambiguity and its interpretation of the contract provisions was not within the “zone of reasonableness.”

Having reviewed the uncontroverted facts, the submissions of the parties, and the relevant case law, and after oral argument, the Court concludes that defendant’s motion for summary judgment should be granted and that plaintiff’s cross-motion for summary judgment should be denied.

Facts

Plaintiff, Brutoco Engineering & Construction, Inc. (Brutoco), is a California corporation with its principal place of business located in Fontana, California. On January 24,1983, Brutoco entered into Contract No. N62474-82-C-0244 with the United States Department of the Navy, Naval Facilities Engineering Command, for the repair of the aprons to hangers 39, 40, and 41 at the Naval Air Station, Alameda, California. More specifically, the contract called for, among other things, “ * * * repair of existing concrete pavement with portland cement concrete and epoxy concrete, reseal[106]*106ing existing joints and cracks, pavement striping and incidental related work.”

The following contractual terms and conditions give rise to the dispute between the parties.

Section 00101, BIDDING INFORMATION, Paragraph 2, BIDS, states in pertinent part:

(b) Under the bidding items furnished on SF 21, bid form, bidders shall state prices for each bid item given hereinafter.
(i) Base Bid Item 1 shall be the entire work complete in accordance with the drawings and specifications and based on the following breakdown:
(i)(a) Lump sum price for all work not covered in unit price items listed below: $_
(i)(b) Unit price per gallon of epoxy for repair of concrete pavement spalls.
$_ per gallon x 360 gallons = $-
(i)(c) Unit price per square foot for full depth Portland cement concrete repair of concrete pavement spalls.
$_per SF x 770 SF = $_
(i)(d) Unit price per linear foot for sealing cracks.
$_per LF x 14,500 LF = $_
TOTAL PRICE BID ITEM 1 $_

The bid form (Standard Form 21) contained in the contract listed the same four items to be bid as were set forth in the bidding information in Section 00101. Further the bid form stated: “BIDS MUST BE SUBMITTED ON ALL ITEMS. FAILURE TO BID ON ALL ITEMS MAY RESULT IN THE BID BEING REJECTED AS NON-RESPONSIVE.”

This bid form was used by contractors in bidding on the contract and plaintiff was awarded the contract based on its bid on the items contained in the form.

Standard Form 23, CONSTRUCTION CONTRACT, contained within the contract and signed by the parties stated:

The United States of America (hereinafter called the Government), represented by the Contracting Officer executing this contract, and the individual, partnership, joint venture, or corporation named above (hereinafter called the Contractor), mutually agree to perform this contract in strict accordance with the General Provisions, Labor Standards Provisions Applicable to Contracts in Excess of $2,000, and the following designated specifications, schedules, drawings, and conditions: in accordance with Base Bid Item 1: Sub-Item (i)(a) $1,330,000.00, Sub-Item (i)(b) $70.00 per gallon X 360 gallons = $25,200.00 Sub-Item (i)(c) $20.00 per SF X 770 SF = $15,400.00 Sub-Item (i)(d) $2.00 per LF x 14,500 LF =$29,000.00 Total Price Bid Item 1 $1,399,600.00 with Amendment No. 0001.
The Contractor shall furnish a performance bond in the sum of $1,399,600.00 and a payment bond in the sum of $559,-840.00.

Section 02616, RESEALING OF JOINTS AND CRACKS IN RIGID PAVEMENT, Paragraph 8, PREPARATION, states in pertinent part:

8.1 General Joint Preparation: Unless otherwise indicated, saw, clean and reseal all joints.

Section 02616, Paragraph 12, MEASUREMENT FOR PAYMENT, states:

12.1 Resealing Joint Measurement: The unit of measurement for resealing of joints will be the linear foot measured along the completed joint. The total number of feet resealed and accepted for payment will be determined by the Contracting Officer. No separate measurement will be made for removal, preparation, cleaning, refacing, deepening, backing-up material, or sweeping and removal of debris resulting from joint cleaning, or any other subsidiary obligations.
12.2 Resealing Crack Measurement: The unit of measurement for repair and resealing of pavement cracks will be by linear foot measured along the completed repaired and resealed crack. The total number of repaired and resealed cracks accepted for payment will be determined by the Contracting Officer. No separate measurements will be made for removal of old seal, preparation, cleaning, routing-out, deepening, backing-up material [107]*107or sweeping and removal of debris resulting from crack cleaning or any other subsidiary obligation.

The contract also included several drawings. NAVFAC Drawing No. 6168385 (G-5), PAVEMENT REPAIR PLAN STA. 0 + 00 TO STA. 4 + 67 shows survey stationing and dimensions that relate to the size of the PCC paving slabs. GENERAL NOTES (PAVEMENT REPAIR), note No. 3 provides: “RESEAL ALL EXISTING JOINTS AND SEAL ALL EXISTING CRACKS INDICATED. FOR TYPICAL DETAILS SEE SHEET C-14.”

NAVFAC Drawing No. 6168386 (C-6), PAVEMENT REPAIR PLAN STA. 4 + 67 TO STA. 9 + 39, and NAVFAC Drawing No. 6168387 (C-7), PAVEMENT REPAIR PLAN STA. 9 + 39 TO STA. 13 + 62, and NAVFAC Drawing No. 6168388 (C-8), PAVEMENT REPAIR PLAN STA. 13 + 62, TO STA. 18 + 22, all show survey stationing and dimensions that relate to the size of the (PCC) paving slabs and each shows a note no. 2 which provides: “FOR GENERAL NOTES AND LEGEND SEE SHEET C-5.”

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Bluebook (online)
34 Cont. Cas. Fed. 75,249, 12 Cl. Ct. 104, 1987 U.S. Claims LEXIS 49, Counsel Stack Legal Research, https://law.counselstack.com/opinion/brutoco-engineering-construction-inc-v-united-states-cc-1987.