Degenaars Co. v. United States

31 Cont. Cas. Fed. 71,186, 2 Cl. Ct. 482, 1983 U.S. Claims LEXIS 1746
United States Court of Claims·Decided May 18, 1983·No. No. 93-80 C·Published·Cited by 3 cases

Opinion

OPINION

NETTESHEIM, Judge.

In a proceeding before the Armed Services Board of Contract Appeals (“ASBCA” or the “Board”), Degenaars Company (“De-genaars”) sought an equitable adjustment based on delay and extra work performed in connection with a fixed-price contract to install certain paving and sewage draining systems at the Special Weapons Pilot Plant at Picatinny Arsenal, Dover, New Jersey. Rae Construction Co., Inc. (“plaintiff” or “Rae”), is the real party in interest, having subcontracted for the work at issue and having succeeded to Degenaars’ claim pursuant to a settlement between the parties.

In its 1972 decision, issued in 65 printed pages, exclusive of tables, Isaac Degenaars Co., ASBCA, 72-2 B.C.A. (CCH) ¶ 9,764, modified on rehearing, ASBCA, 75-1 B.C.A. (CCH) ¶ 10,998, the Board partially allowed the equitable adjustment. Review was timely sought in the United States Court of Claims.

FACTS

The Army Corps of Engineers, U.S. Army District, New York, awarded Contract No. DA-30-075-ENG-9185 to Degenaars on March 16,1960, for Construction of Support Facility for Special Weapons Pilot Plant, Picatinny Arsenal, Dover, New Jersey. The award was for a lump-sum price of $1,038,-900. Subsequently, on May 16, 1960, De-genaars subcontracted to Rae for the sum of $171,000 the storm drainage, sanitary sewer, and paving work for three new parking lots and certain new roads. Performance of this work was the subject of the dispute both here and before the Board (the “subject work”). The subject work was to proceed in phases beginning with excavating and installing the drainage and sewer systems, followed by backfilling and compacting around the system, then rough grading of the area, and finally paving.

The storm drainage work was apportioned between Degenaars and Rae, with Degenaars installing the concrete for the storm drainage system and supplying the pipe, castings, and manhole bases and covers for the storm and sanitary sewer system. Rae was responsible for installing the manholes themselves. Degenaars had formed a first-tier subcontract with Vaia Brothers for grading the areas to be paved.

Work on the first phase of the subject work, the storm drainage system, was scheduled to begin immediately upon inception of the prime contract. According to testimony by Degenaars’ Project Manager, although the official contract progress schedule allowed for 85 percent completion by August 1960, Rae’s storm drainage work could have been completed by June. He further testified that its paving could have begun early in June and have been completed within 30 days, absent the problems encountered in performance.

Rae planned to do only the paving phase of its subcontract itself and entered into a second-tier subcontract for $29,200 with Paul Toti for labor on the sewer and drainage systems, with Rae supplying necessary materials. Toti, in turn, contracted with Bassanese & Cobo Construction Co. (“Bassa-nese”) to do the work. In practice, Toti supervised the subject work, excluding paving, through November 22, 1960, at which time he assigned his contract with Rae to Bassanese, who carried through to completion.

Rae moved equipment onto the site for the subject work on May 18, 1960. From the first attempt to excavate on May 20,1 Rae encountered obstructions — ultimately [485] over 100 that were not shown on the contract drawings.2 The Board found that an incomplete and indefinite list of 40 obstructions was given to Rae after it had made its bid to Degenaars. The effect of those obstructions was to delay significantly performance of the subject work, since for each obstruction unearthed, work halted until the Government instructed on the course of action to follow. Nevertheless, the storm drainage system beneath the area to be paved was completed by August 25, 1960, but had not yet begun on a sector of the subject work known as “Phipps Road.” Some limited storm drainage work was done on Phipps Road in December 1960.

Vaia Brothers, responsible for grading and compacting, did not begin work until September 16,1960, because Degenaars had kept it on other items of the prime contract. Problems with water close to the surface impeded compaction and slowed Vaia Brothers’ work, as did the job interruptions. On one occasion in October, work stopped when the Government’s Resident Engineer diverted Vaia Brothers and Rae to prepare a site for a dedication ceremony.

Rae commenced the paving phase of the subject work on October 12, 1960. The Board found that by early December 30 percent of paving and 90 percent of the storm drainage work had been completed. A blizzard soon thereafter essentially closed down progress on the subject work for the remainder of the winter.

Rae resumed paving on April 4,1961, and continued throughout the summer to completion on approximately September 1, 1961. Storm drainage work on the Phipps Road sector of the subject work did not begin until September 1; the Government maintained a work stoppage on that sector until July 12, 1961, while it redesigned the work. The Board found two reasons for delay from July until September 1961. First, the parties disputed the compensation allowable for the changed Phipps Road work, and until September Rae’s second-tier subcontractor, Bassanese, was unavailable. Work on the storm drainage moved fitfully to completion on December 3, 1961. Rae closed out its work on the site in January 1982, including some grading work on the Phipps Road sector it had taken over from Vaia Brothers.

Degenaars, on behalf of itself, sought from the Contracting Officer additional compensation for extra work performed over the lump-sum contract price. By letter of August 8,1961,3 Degenaars asked for $46,893, most of which was for Rae’s invoices covering the subject work, and $4,220 of which was for “general contractor overhead” and “profit.” The Contracting Officer’s decision letter of June 2,1965, allowed $3,620 of the claims, plus ten percent overhead for Degenaars, for a total amount of $4,008, as well as seven days for extra work and delays. A second claim submitted by Degenaars sought $133,233 and a 75 day time extension, $114,623 of which was based on Rae’s activity on the subject work. The Contracting Officer’s decision of June 2 allowed $12,838 of Rae’s claim, plus overhead for Degenaars, for a total of $14,213, and allowed 21 days’ extension for completion of the storm drainage system. On August 4, 1965, the Contracting Officer issued a third decision, which is not in the record.

With respect to Degenaars’ total claim for $904,119 based on 158 items for changed work and expenses due to delays, the Contracting Officer in principle conceded that an equitable adjustment was proper and partially allowed 85 items amounting to $17,089. The costs for delay and extra work were deemed conjectural and duplica-tive of other claims already considered.

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Degenaars Co. v. United States, 31 Cont. Cas. Fed. 71,186, 2 Cl. Ct. 482, 1983 U.S. Claims LEXIS 1746 (cc 1983).

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