Skanska USA Building, Inc.

Armed Services Board of Contract Appeals·Decided September 23, 2021·No. ASBCA No. 62430·Published

Opinion

ARMED SERVICES BOARD OF CONTRACT APPEALS Appeal of - ) ) Skanska USA Building, Inc. ) ASBCA No. 62430 ) Under Contract No. W912DR-13-C-0002 )

APPEARANCES FOR THE APPELLANT: Kevin M. Tracy, Esq. Gregory R. Hislop, Esq. McNamee Hosea, P.A. Annapolis, MD

APPEARANCES FOR THE GOVERNMENT: Michael P. Goodman, Esq. Engineer Chief Trial Attorney Martin Chu, Esq. Engineer Trial Attorney U.S. Army Engineer District, Baltimore

OPINION BY ADMINISTRATIVE JUDGE EYESTER ON THE GOVERNMENT’S MOTION FOR SUMMARY JUDGMENT

Skanska USA Building, Inc. (Skanska) filed an appeal on behalf of two of its subcontractors alleging that the government’s piecemeal and untimely approval of steel shop drawings resulted in a delay and required Skanska’s subcontractor to constructively accelerate the fabrication of the structural steel system for the project. The U.S. Army Corps of Engineers (USACE or government) filed a motion for summary judgment arguing that there are no material facts in dispute to support a claim for constructive acceleration. For the reasons set forth below, we agree. Because the appellant argued that the government’s actions caused other damages related to the delay, we grant the government’s motion in part.

STATEMENT OF FACTS FOR PURPOSES OF THE MOTION

On October 30, 2012, the government awarded fixed-priced Contract No. W912DR-13-C-0002 to Skanska in the amount of $30,761,850, for the construction of the Asymmetric Warfare Group (AWG) Headquarters (HQ) Complex in Fort Meade, MD (R4, tab 2 at 1-3, 31). The HQ complex comprised of several buildings, including the HQ/operations building (R4, tab 5 at 5).

Skanska was to perform the work in conformance with all of the design documents, such as the plans and specifications, set forth in the solicitation (R4, tab 2 at 27). The specifications required Skanska to provide the structural steel system for the complex, which included the design, materials, installation, workmanship, fabrication, assembly, and erection of the steel beams and columns (R4, tab 3 at 625). Before beginning the actual fabrication of the structural steel system, Skanska was required to submit shop drawings to the government for approval (R4, tab 3 at 625-26). The contracting officer was required to complete its review of the drawings within 30 calendar days of submission (R4, tab 3 at 84).

As required by the contract, Skanska provided a preliminary schedule to the government dated December 12, 2012, which showed the following schedule for the structural steel: submittals (January 17-January 31, 2013); approval of submittals (February 1-March 1, 2013); fabrication and delivery (March 4-April 12, 2013); and steel erection with metal deck and trusses for the AWG (May 8-June 7, 2013) (R4, tab 33 at 70, 73). On December 18, 2012, after receiving the government’s notice to proceed, Skanska entered into a subcontract with Central Penn Welding & Iron, LLC (Central Penn) to perform the miscellaneous metals and structural steel work for the contract (R4, tab 6 at 18, tab 33 at 4).

During the course of performance, Skanska’s steel subcontractor discovered design discrepancies and from January 16-February 6, 2013, Skanska sent the government requests for information (RFIs) relating to these discrepancies (R4, tab 6 at 14-15, tab 19 at 2-3). On February 6, Central Penn entered into a subcontract with Steel Fab Enterprises, LLC (Steel Fab) to perform the majority of the metals and structural steel work for the contract (R4, tab 33 at 47).

As the designer of the project, the government reviewed the RFIs and ultimately revised the structural steel design to fix errors or discrepancies (R4, tab 19 at 3-4). On April 24, 2013, Skanska received the final revised drawings from the government (R4, tab 19 at 3). The delay in the steel work resulted in a delay in the critical path of the overall schedule (R4, tab 19 at 6, tab 27 at 2).

As a result of this delay, Skanska was to submit its steel shop drawings to the government for review by May 29, 2013. Once the government completed review of these drawing submittals by June 28, 2013, Skanska was to send the submittals to its steel subcontractor to begin fabrication on July 7, 2013. (R4, tab 1 at 3) Skanska proposed the first structural steel components to arrive onsite by August 18, 2013 (R4, tab 6 at 15).

Skanska delivered the steel shop drawings to the government in sequences, after the May 29 due date. On June 12, the government received shop drawing submittal (or sequence) number 1 of 12 from Skanska. (R4, tab 7 at 1)

The government did not return submittal 1 to Skanska within the required 30-day period. Skanska informed the government that due to the late return of the submittal, it could not begin fabrication of the structural steel and would incur a delay to the project’s

2 critical path, and “reserve[d] its rights to recover any/all costs associated with this delay once the full impact is realized.” (R4, tab 20 at 1) On June 21, 2013, the government received the last of the 12 submittals, or sequences, for the structural steel from Skanska (R4, tab 14-18, tab 1 at 3).

The government did not meet its 30-day timeframe for review and approval of other structural steel submittals (R4, tab 1 at 3-4). On July 15, 2013, Skanska advised the government that “without the immediate return of the submittals . . . we will not be able to begin fabrication of the structural steel for the AWG HQ Building thereby resulting in a direct delay to the project critical path. Skanska reserves its rights to recover any/all costs associated with this delay once the full impact is realized” (R4, tab 21 at 1).

On August 2, 2013, Skanska wrote to the government and advised that several sheets of drawings were missing with respect to submittal 1 (R4, tab 22 at 1). Skanska informed the government that the failure to provide the outstanding submittals and sheets impacted the project’s critical path for structural steel and:

[t]he outstanding items represent a day for day delay to the project critical path calculated from the returned submittal due date through the comprehensive return of the items noted above. Skanska hereby reserves its rights to recover any/all costs associated with this delay once the full impact is realized.

(R4, tab 22 at 2)

On August 2, 2013, Skanska sent another letter stating that the government was from 15-29 days overdue in returning 10 of the structural steel submittals. Skanska stated that while some of the submittals had been returned late, they were also incomplete because they were missing sheets. (R4, tab 23 at 1-2) Skanska stated that the “cost and schedule delay to the project directly attributable to this issue is not immediately quantifiable due to the ongoing nature of the issue. However, an immediate delay to the project critical path stems from the delay in review/return of the structural steel shop drawings.” Skanska stated it would seek reimbursement for “material cost increases, winter conditions, and all other direct and indirect costs associated with these delays.” (R4, tab 23 at 2)

According to the government, it returned all hard copy shop drawing sheets for steel fabrication sequences 1-12 by August 13, 2013 and if any hard copy sheets were missing, it was the fault of Skanska’s quality control (R4, tab 25). Skanska, however, stated that it had provided all of the hard copy sheets to the government (see R4, tab 25 at 1-2).

3 On August 12, 2013, Skanska wrote the government about the returned structural steel submittals and stated that numerous drawing sheets were missing (R4, tab 24 at 1). Skanska stated that:

[T]his issue represents a direct delay to the project critical path. Please forward these shop drawing sheets at your earliest convenience so that the impact to the project schedule can be minimized.

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