Nova group/tutor-saliba v. United States , 125 Fed. Cl. 469 ( 2016 )


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  •      In the United States Court of Federal Claims
    No. 15-885C
    (Filed: March 16, 2016)
    *****************************
    *          Rule 12(b)(6); Motion to
    NOVA GROUP/TUTOR-SALIBA, A Joint                *          Dismiss; Constructive Change;
    Venture,                                        *
    Timely Written Notice; FAR
    *
    Plaintiff,                  *          52.243-4;      Actual    Notice;
    *          Extenuating        Circumstances
    v.                                 *          Excusing      Timely     Written
    *          Notice.
    THE UNITED STATES,                              *
    *
    Defendant.                  *
    *
    *****************************
    Gerald Scott Walters and Steven L. Reed, Smith Currie & Hancock, LLP, 2700 Marquis
    One Tower, 245 Peachtree Center Avenue, NE, Atlanta, GA 30303, for Plaintiff.
    Benjamin C. Mizer, Robert E. Kirschman, Jr., Steven J. Gillingham, and Adam E. Lyons,
    United States Department of Justice, Civil Division, Commercial Litigation Branch, P.O. Box
    480, Ben Franklin Station, Washington, D.C. 20044, for Defendant.
    ______________________________________________________________________
    OPINION AND ORDER
    ______________________________________________________________________
    WILLIAMS, Judge.
    This Contract Disputes Act case comes before the Court on Defendant’s motion to
    dismiss for failure to state a claim upon which relief can be granted. Plaintiff, a joint venture,
    entered into a contract with the Naval Facilities Engineering Command (“NAVFAC”), a
    component of the United States Navy, to design and build a pier at the Puget Sound Navy
    Shipyard in Bremerton, Washington. Plaintiff alleges two constructive changes and seeks
    $1,881,900, plus interest.
    Defendant argues that Plaintiff’s claim is barred because Plaintiff failed to give written
    notice of its constructive change claim within 20 days as required by FAR 52.243-4. Because
    Plaintiff has plausibly alleged that the Government had actual knowledge of the facts giving rise
    to its changes claim, Defendant’s motion to dismiss is denied.
    Background
    On May 2, 2008, NAVFAC awarded Contract No. N44255-08-C-6000 to Plaintiff Nova
    Group/Tutor-Saliva (“NTS”). Compl. 1. The contract encompassed the design and construction
    of a new ship repair wharf (“Pier B”) at the Puget Sound Navy Shipyard in Bremerton,
    Washington. NTS was required to complete work within 1,345 calendar days, and the contract
    included a liquidated damages clause imposing $35,475 per day for delay past the contract
    deadline. 
    Id. at ¶¶
    8, 10.
    The contract granted NTS and its subcontractors discretion in choosing the method of
    analyzing forces upon the pier’s piles. 
    Id. at ¶
    20. The “Designer of Record” for NTS, KPFF
    Consulting (“KPFF”), selected the American Concrete Institute Building Code Requirement for
    Structural Concrete, 2005 version (“ACI 318-05”) and chose to analyze and confirm global
    stability using ACI 318-05, Section 10.13.6(a). NTS transmitted four design submittals to
    NAVFAC at various phases, and NAVFAC in turn provided NTS with 382 design review
    comments. 
    Id. at ¶¶
    23-24. None of NAVFAC’s 382 design review comments addressed the
    global stability of Pier B’s piles or the NTS designer’s choice of determining global stability
    using ACI 318-05, Section 10.13.6(a). 
    Id. at ¶
    25. NAVFAC approved the last of NTS’s Pier B
    design submissions on November 12, 2009, including the structural design of Pier B. 
    Id. at ¶
    26.
    More than five months after the last design was approved, NAVFAC’s construction
    manager, in a March 8, 2010 letter, questioned NTS’s design compliance with the contract,
    stating:
    Based on the attached BergerABAM correspondence dated 12 February 2010, the
    Navy has concerns that the final approved design, relying heavily upon a SAP
    2000 model with respect to the performance design loads, may not be in
    conformance with the RFP when considering global stability and the observed out
    of tolerance piles.
    
    Id. at ¶
    41, Ex. 2.
    The cited memorandum from the Government engineer, BergerABAM, questioned
    KPFF’s chosen analytics method, stating in pertinent part:
    ISSUES RELATED TO EFFECTIVE LENGTH FACTORS
    There are three related issues that became the focus of our review of the use of
    effective length factors for Pier B.
    ***
    3. The design approach did not include a check for overall stability of Pier B for
    load combinations based on the RFP provisions. Use of provisions from the 2005
    Building Code Requirements for Structural Concrete by the American Concrete
    Institute (ACI 318-05) is a design requirement for Pier B and addresses stability.
    Reference to ACI 318-05 as a design requirement is found in the basis of design
    by KPFF.
    2
    ***
    KPFF maintains the evaluation of ACI 318-05 Section 10.13.6a demonstrates the
    pier satisfies sidesway buckling under gravity load condition. However, this
    particular provision is based on results from an analytical model, which is
    susceptible to the accuracy of the input properties of geometry and structural
    characteristics of the physical system. Consequently, BergerABAM contends
    Chapter 10.13.6c is the more appropriate provision because the geometric
    properties can be verified, are more apparent, and are directly related to Euler
    buckling (global instability.) With this evaluation, it appears to satisfy properties
    generally associated with good engineering practice only under favorable
    conditions of structural properties.
    
    Id. at Ex.
    2.
    NAVFAC in its March 8th letter did not direct NTS to stop construction on the Pier. 
    Id. at Ex.
    2. However, on the same day, NTS stopped operations and began re-evaluating the
    Government-approved design. 
    Id. at ¶¶
    44-45. NTS claims that if it had continued construction
    and the Government’s concerns had proven valid, “then NTS could have faced extensive
    additional corrective construction work.” 
    Id. at Ex.
    1; Pl.’s Resp. 5. NTS argued that “no
    reasonably prudent contractor would continue with critical construction in the face of such a
    notice from the Navy.” Compl. Ex. 1. NTS alleges that the Government “knew that NTS had
    stopped performing critical Pier B construction work” during this re-analysis of the Government-
    approved design. 
    Id. at ¶
    46. Between March 8 and May 27, 2010, NTS and KPFF participated
    in meetings with the Government and “furnished detailed reports substantiating NTS’s original
    design.” 
    Id. at ¶
    45.
    During this period of reanalysis, KPFF hired an independent third-party designer to
    evaluate the initial Government-approved design. The designer, Ben C. Gerwick, Inc.,
    concluded both that the design satisfied the requirements of the RFP and that ACI 318-05
    Section 10.13.6(a) was an appropriate design method. 
    Id. at ¶
    49.
    On May 27, 2010, the Government sent NTS a letter containing a second BergerABAM
    memorandum concluding that the design of Pier B “adequately addressed global stability issues”
    and finding that it was “technically sufficient” to only consider ACI 318-05, Section 10.13.6(a)
    and not Section 10.13.6(c). 
    Id. at ¶
    56. NTS resumed work the same day. 
    Id. at ¶
    61.
    NTS claims a constructive change based on NAVFAC’s decision to question the global
    stability of Pier B design, due to Government misinterpretation of the Contract Documents - - an
    “incorrect assumption that NTS had relied on the wrong ACI standard in its global stability
    calculations.” 
    Id. at ¶
    58. NTS further claims misinterpretation of the Contract Documents
    through NAVFAC’s “decision to require NTS to re-evaluate the Pier B pile design based on the
    unfounded concern that NTS (through KPFF) had not initially evaluated or designed for global
    stability in accordance with the correct ACI standard.” 
    Id. at ¶
    98.
    After May 27, 2010, NTS attempted to mitigate construction delays, impacts, and
    inefficiencies by accelerating the remaining Pier B construction work, adding manpower and
    3
    equipment and providing for “significant levels of overtime.” 
    Id. at ¶¶
    63-64. NTS not only
    alleged that the Government was notified of this acceleration and overtime, but also that the
    Government “observed” and “approved” both. 
    Id. at ¶
    64. In a July 21, 2010 letter, the
    Contracting Officer expressed concern about the construction schedule and reminded NTS of its
    contractual time obligations. 
    Id. at ¶
    71. NTS alleges that due to decreased efficiency and the
    resulting constructive acceleration necessitated by the work stoppage, NTS and its subcontractors
    incurred increased costs to meet the project deadline. 
    Id. at ¶¶
    66-70.
    NTS’s first written notification to the Contracting Officer of REA No. 14 was by letter
    dated September 3, 2010, stating in pertinent part:
    REA # 14. GLOBAL STABILITY ISSUES, PIER B
    The Government issued Serial No. 0106, dated March 8, 2010 advising of Berger
    ABAM’s concerns that the final approved design may not be in conformance with
    the RFP. The Government requested that [KPFF] provide analytical models for
    both CLE [contingency-level earthquake] liquefied and non-liquefied conditions.
    In addition, detailed example calculations for battered piles were requested. The
    concern that the design was not in conformance with the RFP required all work on
    Pier B to be stopped until these issues were resolved. This delay impacted all Pier
    B work for several months and has required NTS to accelerate the falsework
    operation to mitigate the delay to the construction schedule.
    
    Id. at Ex.
    3. This September 3, 2010 letter did not fully quantify costs incurred since accelerated
    work was ongoing. 
    Id. at ¶
    76. The Contracting Officer expressed concern about the timeliness
    of construction in a letter dated November 12, 2010. 
    Id. at ¶
    77.
    By letter dated April 1, 2011, NTS submitted quantification of its REA and stated that
    these costs would not have been incurred “had NTS been able to progress the work according to
    its baseline plan.” 
    Id. at Ex.
    4. Almost two years later, on February 5, 2013, the Contracting
    Officer replied that the Government did not stop NTS’ work from March 8, 2010 to May 27,
    2010. 
    Id. at ¶
    82. NTS requested a Contracting Officer’s Final Decision on REA No. 14 on June
    25, 2014. 
    Id. at ¶
    84. On September 4, 2014, the Contracting Officer issued a Final Decision,
    denying the constructive change claim and stating that NTS had failed to provide written notice
    “before implementing the stated changes to accelerate the work . . . until 11 months after the
    costs were incurred,” in violation of FAR 52.243-4’s 20-day notice requirement. 
    Id. at Ex.
    1.
    Discussion
    Plaintiff claims that Defendant constructively changed its contract by questioning its
    design compliance with the RFP during a critical phase of construction, resulting in a work
    stoppage followed by accelerated construction to meet the contract deadline. Defendant moves
    to dismiss this action for failure to state a claim upon which relief can be granted, arguing that
    this constructive change claim is precluded by NTS’ failure to give timely written notice of the
    claim as required by FAR 52.243-4.
    4
    Legal Standard
    Pursuant to Rule 8(a)(2), a pleading must contain a “short and plain statement of the
    claim showing that the pleader is entitled to relief.” RCFC 8(a)(2); see Ashcroft v. Iqbal, 
    556 U.S. 662
    , 677-78 (2009) (construing Rule 8 of the Federal Rules of Civil Procedure, which is
    identical to RCFC 8). The Government, as movant, must establish that the facts asserted by, and
    construed in favor of, the pleader, do not entitle the pleader to a legal remedy. Lindsay v. United
    States, 
    295 F.3d 1252
    , 1257 (Fed. Cir. 2002); E&E Enters. Glob., Inc. v. United States, 120 Fed.
    Cl. 165, 171 (2015).
    It is well settled that a complaint should be not be dismissed under RCFC 12(b)(6) when
    a complaint contains facts sufficient to “state a claim to relief that is plausible on its face.” Bell
    Atl. Corp. v. Twombly, 
    550 U.S. 544
    , 570 (2007). “A claim has facial plausibility when the
    plaintiff pleads factual content that allows the court to draw the reasonable inference that the
    defendant is liable for the misconduct alleged.” 
    Iqbal, 556 U.S. at 678
    . This plausibility
    standard requires more than a “sheer possibility” that the defendant has violated the law. 
    Id. Under the
    constructive change doctrine, the Government is liable for additional work
    caused by a constructive change to the contract. See Aydin Corp. v. Widnall, 
    61 F.3d 1571
    ,
    1577 (Fed. Cir. 1995) (“Where it requires a constructive change in a contract, the Government
    must fairly compensate the contractor for the costs of the change”). For a claim to succeed under
    the theory of constructive change, a plaintiff “must show (1) that it performed work beyond the
    contract requirements, and (2) that the additional work was ordered, expressly or impliedly, by
    the government.” Bell/Heery v. United States, 
    739 F.3d 1324
    , 1335 (Fed. Cir. 2014) (citing The
    Redland Co. v. United States, 
    97 Fed. Cl. 736
    , 755–56 (2011)).
    Lack of Timely Written Notice Does Not Warrant Dismissal of Plaintiff’s Claim
    NTS alleges that under FAR 52.243-4, the Government’s March 8, 2010 letter
    constructively changed the contract by halting Pier B work for over two months while NTS re-
    evaluated the design and thereafter expedited work to meet the contract deadline. FAR 52.243-4
    states in pertinent part:
    If any change under this clause causes an increase or decrease in the Contractor’s
    cost of, or the time required for, the performance of any part of the work under
    this contract, whether or not changed by any such order, the Contracting Officer
    shall make an equitable adjustment and modify the contract in writing. However .
    . . no adjustment for any change under paragraph (b) of this clause shall be made
    for any costs incurred more than 20 days before the Contractor gives written
    notice as required.
    48 C.F.R. § 52.243-4(d) (2007). According to the Contracting Officer’s final decision, written
    notice “allows the Government to clarify and/or reverse any incorrect or misunderstood direction
    and allows the Government the ability to execute the correct contractual processes and mitigate
    cost and/or impacts.” Compl. Ex. 1. Timely written notice differentiates requests the contractor
    views as outside the scope of the contract from those that are incorporated into the contract. See
    Singer Co. Librascope Div. v. United States, 
    568 F.2d 695
    , 711 (Ct. Cl. 1977). In so
    5
    differentiating, the Government can account for “what amounts it might be on the hook for, so
    that it will not be surprised by money claims later.” K-Con Bldg. Sys., Inc. v. United States, 
    778 F.3d 1000
    , 1010 (Fed. Cir. 2015).
    NTS’ failure to provide formal written notice of its increased costs within 20 days as
    required by FAR 52.243-4 does not require dismissal of Plaintiff’s complaint. Plaintiff plausibly
    alleged that the Government had actual knowledge of the work stoppage and ensuing
    acceleration giving rise to the constructive change claims. NTS alleges that the Government
    knew “that NTS had stopped performing critical Pier B construction work” during the design re-
    analysis by the Government’s engineer. Compl. ¶ 46. Between March 8 and May 27, 2010, the
    period of work stoppage, NTS and its designer of record, KPFF, participated in meetings with
    the Government and furnished detailed reports and correspondence substantiating NTS’ original
    design. 
    Id. at ¶
    45. NTS expressly alleged that the Government observed and approved the
    acceleration and added manpower, equipment, and overtime. 
    Id. at ¶
    64. Specifically, Plaintiff
    alleged that after May 27, 2010, NTS attempted to “mitigate construction delays, impacts, and
    inefficiencies” by accelerating the remaining Pier B construction work, adding manpower and
    equipment, and providing for “significant levels of overtime, of which the government was
    notified, of which the government observed, and of which the government approved.” 
    Id. at ¶¶
    63-64.
    Defendant argues that the decision by the United States Court of Appeals for the Federal
    Circuit in K-Con is dispositive and requires this Court to dismiss the complaint. In that case, the
    Coast Guard awarded K-Con a construction contract, which included a liquidated damages
    clause, for a “cutter support team building.” During construction, the Coast Guard requested that
    the building’s eave height be increased by four inches and other changes based upon its review
    of K-Con’s design submissions. K-Con “repeatedly expressed its intent to incorporate the Coast
    Guard’s requests as though they were consistent with the terms of the contract,” in effect
    acquiescing to these Government requests. K-Con failed to provide adequate written notice until
    two years after the changes were allegedly ordered. 
    K-Con, 778 F.3d at 1010
    . The Court
    determined that failure to give timely written notice required dismissal of K-Con’s constructive
    change claim, reasoning that a request for remuneration two years later far exceeded the 20-day
    written notice period and prevented the Government from making an educated choice about how
    to handle the request for a compensable change at the time when alternative options were still
    available. 
    Id. at 1010-11.
            K-Con is readily distinguishable from the situation here. Unlike the plaintiff in K-Con,
    NTS did not acquiesce in the Government engineer’s design interpretation that allegedly required
    a work stoppage and subsequent acceleration. Instead, Plaintiff’s designer of record hired a
    third-party designer who concluded that KPFF’s chosen ACI design method was appropriate.
    Ultimately, the Government proceeded with Plaintiff’s originally submitted design which it had
    approved months earlier.
    Importantly, Plaintiff’s allegation that the Government knew about both the work
    stoppage and acceleration falls within an exception to the 20-day notice requirement adopted by
    the Federal Circuit in K-Con. Specifically, the K-Con Court expressly recognized that
    extenuating circumstances such as the Government’s actual or imputed notice of circumstances
    6
    giving rise to the claim “have weighed against strict enforcement of the time limit” imposed by
    FAR 
    52.243-4. 778 F.3d at 1010
    . As the Federal Circuit explained:
    Sometimes, extenuating circumstances have weighed against strict enforcement of
    the time limit. See generally Powers Regulator Co., GSBCA No. 4668, 80–2
    BCA ¶ 14,463 (Apr. 30, 1980) (reviewing how the time limit has been enforced
    by boards of contract appeals and enumerating exceptions to its strict
    enforcement); see also Hoel–Steffen Const. Co. v. United States, 
    197 Ct. Cl. 561
    ,
    
    456 F.2d 760
    (1972) (noting that a “severe and narrow application of the notice
    requirements [of the suspension clause in the then-extant Federal Procurement
    Regulations] . . . would be out of tune with the language and purpose of the notice
    provisions, as well as with this court’s wholesome concern that notice provisions
    in contract-adjustment clauses not be applied too technically and illiberally where
    the Government is quite aware of the operative facts”).
    
    Id. (alterations in
    original).
    This case falls squarely within the exception to strict enforcement of the 20-day notice
    requirement where the Contracting Officer is on notice of the circumstances giving rise to the
    claim. NTS alleged that the Contracting Officer had actual knowledge of the facts leading to the
    constructive change. It was the Government that issued the March 8, 2010 letter raising design
    issues five months after the Government had approved NTS’ design. Plaintiff responded by
    hiring a third-party designer to conduct an investigation, who ultimately affirmed Plaintiff’s
    original design. Plaintiff plausibly alleged that at all times during this re-analysis, the
    Government knew that NTS had stopped performing critical Pier B construction work and that
    the Government observed and approved the significant extra work during acceleration. See
    Calfon Constr. Inc. v. United States, 
    18 Cl. Ct. 426
    , 438-39 (1989), aff’d, 
    923 F.2d 872
    (Fed.
    Cir. 1990) (stating “[i]f the contracting officials have knowledge of the facts or problems that
    form the basis of a claim and are able to perform necessary fact-finding and decision-making, the
    Government is not prejudiced by the contractor’s failure to submit a precise claim at the time a
    constructive change occurs”).
    In short, Plaintiff alleged facts plausibly indicating that the Government was quite aware
    of the purported constructive changes that were occurring at Pier B. Indeed, it would have been
    strange for the Government not to have known of a work stoppage for over two months followed
    by acceleration prompted by the Government’s warnings about schedule slippage. As such, the
    lack of timely written notice does not warrant dismissal of this action.
    Conclusion
    Defendant’s motion to dismiss is DENIED. The Court will convene a telephonic status
    conference on April 12, 2016, at 2:00 p.m. E.D.T. to schedule further proceedings in this
    matter. The Court will initiate the call.
    s/Mary Ellen Coster Williams
    MARY ELLEN COSTER WILLIAMS
    Judge
    7
    

Document Info

Docket Number: 15-885

Citation Numbers: 125 Fed. Cl. 469

Judges: Mary Ellen Coster Williams

Filed Date: 3/16/2016

Precedential Status: Precedential

Modified Date: 1/13/2023