GSC Construction, Inc.

CourtArmed Services Board of Contract Appeals
DecidedJune 4, 2020
DocketASBCA No. 61380
StatusPublished

This text of GSC Construction, Inc. (GSC Construction, Inc.) is published on Counsel Stack Legal Research, covering Armed Services Board of Contract Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
GSC Construction, Inc., (asbca 2020).

Opinion

ARMED SERVICES BOARD OF CONTRACT APPEALS

Appeal of -- ) ) GSC Construction, Inc. ) ASBCA No. 61380 ) Under Contract No. W912HN-10-D-0049 ) Task Order 0007 )

APPEARANCE FOR THE APPELLANT: Mr. George L. McKnight President

APPEARANCES FOR THE GOVERNMENT: Michael P. Goodman, Esq. Engineer Chief Trial Attorney Laura J. Arnett, Esq. Engineer Trial Attorney U.S. Army Engineer District, Savannah

OPINION BY ADMINISTRATIVE JUDGE MCNULTY

Before us is the government’s motion for summary judgment. We partially grant the motion.

STATEMENT OF FACTS (SOF) FOR PURPOSES OF THE MOTION

1. On September 25, 2012, the U.S. Army Engineer District Savannah (government) issued Task Order (TO) 0007 to GSC Construction, Inc. (GSC or appellant) under an indefinite-delivery, indefinite-quantity multiple award task order contract (MATOC), Contract No. W912HN-10-D-0049 for the design and renovation of an Army Ranger barracks building, Building 2833, located at Fort Benning, Georgia. The task order included options relating to design and renovation services for Building 2834 as well. The barracks buildings are also referred to as the “Rip Rope” buildings. The task order established a 540 calendar day period of performance measured from the date of receipt of Notice to Proceed (NTP). (R4, tab 6 at 1-5)

2. GSC acknowledged receiving the NTP on November 21, 2012, thereby establishing the task order’s completion date as May 15, 2014 (R4, tab 2 at 2, 7).

3. Under date of January 25, 2013, the government requested a proposal (RFP) for additional work due to design changes at Building 2833 (R4, tab 8 at 1). GSC’s proposal submitted in response to the RFP included two fragnet schedules setting forth the anticipated impact on the project’s schedule if the government went ahead with the additional work (id. at 20-21). GSC’s proposal in the total amount of $59,781.11, included a request that 22 days be added to the schedule with a cost of $18,999.42 for the additional time of performance required, i.e., extended overhead 1 (id. at 6).

4. The government accepted GSC’s proposal and issued Modification No. 1A to the TO in the amount of $59,781.11, but rather than the 22 days requested, granted 30 days of time extension. The modification expressly states that it is for all costs directly or indirectly attributable to the changes and delays related thereto including extended overhead (R4, tab 8 at 25-27). In this regard the modification stated:

It is understood and agreed that pursuant to the above, the contract time is extended the number of calendar days stated, and the contract price is increased as indicated above, which reflects all credits due the Government and all debits due the Contractor. It is further understood and agreed that this adjustment constitutes compensation in full on behalf of the Contractor and its Subcontractors and Suppliers for all costs and markups directly or indirectly attributable for the change ordered, for all delays related thereto, for all extended overhead costs, and for performance of the change within the time frame stated.

(Id. at 26-27) GSC signed the modification on February 22, 2013 (id. at 25). The government’s Price Negotiation Memorandum (PNM) states that the basis for the time extension was that design was delayed 30 calendar days by the government’s failure to provide as-built drawings to GSC in a timely manner (id. at 23). Modification No. 1A extended the contract completion date to June 14, 2014 (id. at 26).

5. By letter dated May 9, 2013, GSC submitted a letter regarding the progressive collapse requirements of the contract. GSC stated the as-built drawings had not been made available until sometime after contract award. This had caused a delay to the design work, which had been addressed in a modification to the contract. (R4, tab 17 at 1) GSC also stated that without the as-built drawings its bid price had been based on a proposal it had received from Fibrwrap Construction, which had relied on its prior experience with Buildings 2752 and 2754 to prepare the proposal. GSC continued, stating they had discovered that much more work was required in the Rip Rope buildings than had been required for Buildings 2752 and 2754. (Id.) GSC stated it hoped the progressive collapse requirement would be withdrawn from the contract, which would result in a credit to the government, otherwise, GSC would submit a

1 The proposal indicates GSC added Overhead (10%, $1,899.94), Profit (7%, $1,329.96) and Bond premium (1%, $189.99) to its proposed costs (id. at 6). Accordingly, with respect to the extended overhead GSC was seeking, and ultimately received, $22,419.31 ($18, 999.42 + $1,899.94 + $1,329.96 + $189.99) (SOF ¶ 4).

2 request for equitable adjustment (REA) of approximately $200,000 for building 2833 alone (id. at 2).

6. GSC reiterated that it had received a modification for the delay associated with the government’s election to not provide the Rip Rope buildings as-built drawings until several months after contract award in its claim submitted May 29, 2013 (id. at 15). Its claim sought costs associated with the additional reinforcement required in Building 2833. The claim did not seek any additional time or any time or costs for work in Building 2834. (Id. at 15-16)

7. By letter dated July 29, 2013, GSC notified the government it had encountered what it considered to be differing site conditions (DSC). The letter indicated the concrete slabs for Building 2833’s floors were out of plumb with each other and that the slabs exceeded the flatness tolerance set forth in the contract. (R4, tab 22 at 1) GSC included a cost proposal, totaling $158,921.72 for the two DSC. The cost proposal indicated that 2,400 bags of floor leveling compound was needed to correct the slab flatness issue. The cost proposal also indicated that a 25-day time extension was needed to perform the required corrective work. (Id. at 2)

8. The government exercised options 1-3 and added the work to TO 007 by Modification No. 02, effective August 13, 2013 (R4, tab 10 at 1). The modification added 175 calendar days to the task order performance period, extending it to December 6, 2014 (id. at 2-3). Although the modification was unilateral, GSC does not dispute that the contract completion date was revised to December 6, 2014, by Modification No. 02 (gov’t mot. at 2; app. opp’n at 2).

9. Under date of August 14, 2013, the government sent GSC a RFP for removing and replacing a sanitary line and for the work related to alter the metal stud framing to account for the edges of each slab being out of plumb (R4, tab 23 at 1, 3). GSC submitted a proposal totaling $87,627.67 and requested a 15-day time extension in response to the RFP (id. at 5). The proposal included furring out all slab edges to make them plumb in the amount of $25,141.00 before markups (id.). GSC also submitted a fragnet schedule to support its request for a 15-day time extension (id. at 13-14). The parties agreed to a no time change order in the amount of $73,637.52 for the work, which was added to the TO by Modification No. 1C (id. at 16-17).

10. By letter dated September 26, 2013, the government requested a proposal from GSC for the additional reinforcing work relating to the progressive collapse requirements for both of the Rip Rope buildings (R4, tab 24 at 1-3). GSC’s proposal in the total amount of $499,931.60 included $81,530.50 before markups for leveling the floor slabs, which was based on 1,304 bags of leveling compound (id. at 5, 20). During the negotiations of the modification relating to this work, GSC, at the government’s request, agreed to remove the costs associated with the floor leveling

3 (id. at 31-32). Bilateral Modification No.

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