Greer v. Division of Highways

19 Ct. Cl. 164
CourtWest Virginia Court of Claims
DecidedDecember 11, 1992
DocketCC-87-444
StatusPublished
Cited by1 cases

This text of 19 Ct. Cl. 164 (Greer v. Division of Highways) is published on Counsel Stack Legal Research, covering West Virginia Court of Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Greer v. Division of Highways, 19 Ct. Cl. 164 (W. Va. Super. Ct. 1992).

Opinion

HANLON, JUDGE:

[165]*165Elmo Greer & Sons, Inc., hereinafter referred to as “Greer”, brought this action against the Division of Highways, hereinafter referred to as “respondent”, for delay damages resulting from the failure of an adjacent contractor, Green Construction Company, Inc., hereinafter referred to as “Green”, to comply with its contractual obligation in the construction of its portion of an “overlap” of the two projects. Both contractors were to construct sections of Interstate 64 east of Glade Creek in Raleigh County. Greer entered into a contract with respondent for the construction of Project No. 64-4(71)123 on May 22, 1984. This contract involved major excavation and fill work, and the construction of a local service route bridge. Green had a contract with respondent to construct the adjacent project, Project No. X-341-64-123, C-2. Greer’s contract provided for a scheduled completion date of June 30, 1986, and Greer completed the project on schedule.

As a part of Greer’s contract, Greer was required to complete a major fill between situations 534+50 and 545+00. This landfill work could not begin until the adjacent contractor, Green, had installed a box culvert and special embankment work at the bottom elevations of the same cut. The projects overlapped at these stations. The Greer project was a very nearly “balanced project”, meaning that the volume of material excavated on the project was equivalent to the amount necessary for the fills and only unsuitable material would be wasted. Since there was major rock excavation for Greer to complete and Greer could not begin the major fill portion of the project, Greer’s performance was greatly impacted by the unavailability of the major cut. Greer was to place approximately 1,580,000 cubic yards of material in the fill over the box culvert and select embankment placed by Green.

Green’s contract provided that a portion of its work be performed at the same stations. Green was to place a box culvert and special embankment at the lower elevations of the fill. This work was to be completed by October 31, 1984. The contracts for both parties (Greer and Green), provided that the contractors were to cooperate and coordinate with each other’s work in order that each contractor would be able to complete its respective contract on schedule.

On July 5, 1984, an agreement between Greer and Green was submitted to respondent to comply with the cooperation and coordination provision of their contracts. Greer had agreed to a 30-day extension of the deadline for Green to complete its work, the new deadline being December 1, 1984. In November 1984, it was apparent to both contractors and respondent that Green would not meet its December 1, 1984, deadline, and Greer notified respondent by letter that the delay would significantly alter its completion and progress of its project. Thereafter, meetings were conducted on a monthly basis, and at each meeting respondent urged Greer to be prepared to begin its work on the fill as Green would be completing the box culvert and select embankment. Green finally completed its work in August 1985. In an attempt to cooperate with Green and with the respondent, Greer performed much of the embankment work as Green completed its work; therefore, Greer did not have full use of the fill area but did its work

piecemeal. Greer cooperated and even performed a portion of Green’s contractual obligation by placing embankment in the cut.

[166]*166Greer provided official notice to respondent on January 23, 1985, that it intended to file a claim for the delay of its work on this project. The claim period begins with this January date. Greer alleges damages as a result of the delay in the amount of $3,211,602.59. The basis for the calculation of its damages is §109.4 of the Standard Specifications. The damages include labor, materials, and idle equipment costs. The total cost of the project was $10,272,644.64 and Greer was paid the sum of $7,061,042.05 for a difference of $3,211,602.59 which represents the amount claimed herein. Respondent contends that Greer is not entitled to recover for delay damages as Greer did not comply with the provisions of the Standard Specifications of Roads and Bridges §105.7 Cooperation Between Contractors, which states as follows:

The Department reserves the right at any time to contract for and perform other or additional work on or near the work covered by the Contract.
When separate Contracts are let within the limits of any one project, each contractor shall conduct his work so as not to interfere with or hinder the progress or completion of the work being performed by other Contractors. Contractors working on the same project shall cooperate with each other as directed.
When separate Contracts are let within the limits of any one project, each contractor shall conduct his work so as not to interfere with or hinder the progress of completion of the work being performed by other Contractors. Contractors working on the same project shall cooperate with each other as directed.
Each contractor involved shall assume all liability, financial or otherwise, in connection with his Contract and shall protect and save harmless the Department from any and all damages, or claims that may arise because of inconvenience, delay, or loss experienced by him because of the presence and operations of other contractors working within the limits of the same project.
The Contractor shall arrange his work and shall place and dispose of the materials being used so as not to interfere with the operations of the other contractors within the limits of the same project. He shall join his work with that of the others in an acceptable manner and shall perform it in the proper sequence to that of the others.
In the event the Engineer finds that further coordination effort is necessary, he shall call a meeting of the contractors involved. After the meeting has been held, he may notify the Contractors of the action required of each and his decision shall be final.

[167]*167Respondent also contends that Greer should have been successful in litigation which it brought directly against Green in federal court. The case against Green was dismissed by the Federal District Circuit Court whereupon Greer appealed to the U.S. Circuit Court of Appeals, which appeal was denied on September 10, 1991. As to the damage issue, respondent argues that there was no extra work performed by Greer, and therefore, §109.4 of the Standard Specifications should not be the basis for calculating the damages which were allegedly the result of the delay on the project. Respondent contends that Greer’s damages should be limited to idle equipment costs as calculated by the respondent in the amount of $228,209.76.

As a result of the failure of Green to provide the completed fill to Greer in a timely manner, Greer encountered problems with the handling of common material and sand rock from areas on the project which required major excavation. Greer had to double handle material which would not have occurred if Greer had not been delayed on the fill at the major cut. Greer also was delayed in its construction of a small bridge as a portion of the fill had to be completed to provide sufficient area for the construction of the bridge.

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Related

Driver v. United States
106 Ct. Cl. 821 (Court of Claims, 1946)

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Bluebook (online)
19 Ct. Cl. 164, Counsel Stack Legal Research, https://law.counselstack.com/opinion/greer-v-division-of-highways-wvctcl-1992.