C & W Enterprises, Inc. v. City of Sioux Falls

2001 SD 132, 635 N.W.2d 752, 2001 S.D. LEXIS 160
CourtSouth Dakota Supreme Court
DecidedNovember 7, 2001
DocketNone
StatusPublished
Cited by8 cases

This text of 2001 SD 132 (C & W Enterprises, Inc. v. City of Sioux Falls) is published on Counsel Stack Legal Research, covering South Dakota Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
C & W Enterprises, Inc. v. City of Sioux Falls, 2001 SD 132, 635 N.W.2d 752, 2001 S.D. LEXIS 160 (S.D. 2001).

Opinion

GILBERTSON, Chief Justice.

[¶ 1.] The City of Sioux Falls (City) and Sweetman Construction Company (Sweet-man) entered into a general contract for the construction of an overpass and ramp at the intersection of 1229 and Louise Avenue in Sioux Falls. Sweetman subcontracted the sewer and watermain work to C & W Enterprises, Inc. (C & W), with the approval of City. Problems with the project specifications resulted in necessary repairs, the cost of which was born by C & W. C & W sued City for breach of contract and damages. At trial, the jury found for C & W in the amount of $270,000. City moved for judgment n.o.v. and, in the alternative, a new trial. The trial court denied the motion for a new trial, but granted partial judgment n.o.v. on the verdict amount over $180,000. We affirm.

FACTS AND PROCEDURE

[¶ 2.] On July 9, 1992, the State of South Dakota entered into a contract with Sweet-man for work on a portion of the South Dakota Highway system located at the intersection of 1229 and Louise Avenue in Sioux Falls. This intersection lies in an area of Lincoln County called the Prairie View watershed and is known for its drainage problems. Sweetman subcontracted the construction of the sanitary sewer system and relocation of the watermain, a portion of the project controlled by City, to C & W on November 24, 1992. Both the original contract and the subcontract were subject to the agreement and approval of City.

[¶ 3.] The terms of the subcontract required that C & W complete the sewer and watermain project in accordance with the terms of the general contract, which was jointly prepared by City and the State. The contract included both general conditions, which are standard specifications incorporated into every City contract, and the more detailed specifications for this particular project. The contract specifications for the sewer and watermain projects were designed, drafted and enforced by the Office of the City Engineer. Additionally, a City inspector was assigned to be on site as the work was performed. 1

[¶ 4.] C & W’s project essentially required 10 inch PVC sewer pipe to be laid inside a 14 inch steel casing. The piping was also to be supported by Type A bedding mate *755 rial, “1/4 to- ¾ inch crushed rock or pea gravel,” which is used to provide support while maintaining the proper grade and water flow. Under particularly wet or unstable ground conditions, however, Type B bedding material is required. Type B bedding material consists of oversized “3/4 to 2 inch rock” and is considerably more expensive. For this reason, the contract provided “[i]f Type B oversized material is necessary to stabilize the trench base, such will be specified by the Engineer .... ” (underlined in original).

[¶ 5.] The first 300 feet of the project progressed normally, with C & W using the Type A bedding material, but with ground conditions continuing to worsen. The City inspector was on site inspecting the work for compliance and providing daily reports to the City engineer. When the crew reached what was approximately the 300-foot mark, they hit an abandoned pipeline, which flooded the trench. The crew’s superintendent officially requested that City authorize Type B bedding material for the remainder of the excavation. The City inspector informed C & W of City’s refusal to authorize the Type B bedding material and the project continued, albeit with some difficulty, until the crew reached the last 355 feet of the excavation.

[¶ 6.] The conditions in the last 355 feet were so wet that C & W’s project superintendent contacted Warren Barse, the company owner, explained the problem and informed him of City’s refusal to authorize and pay for Type B bedding material. Barse instructed the superintendent to go ahead and use the Type B bedding material if the job could not be completed without it. Therefore, the last 355 feet of the project contain the Type B bedding material. This material, however, was not approved until September 14, 1999. The entire project was completed by the end of September.

[¶ 7.] When problems with sagging and bending of the pipe were discovered in the first 300 feet, C & W repaired this damage at its own expense. A second inspection, however, revealed cracking and sagging in the bridge and ramp near the 400 to 500-foot mark, a point beyond the area where C & W had officially requested authorization for use of the Type B bedding material. The steel casing around the water pipe bent, causing the bridge above to crack. City demanded that C & W also correct this problem and rebury the pipe at its own expense. No problems were encountered in the final 355 feet in which Type B bedding material was used. C & W made the repairs and the project was completed.

[¶ 8.] When City refused to pay for the repairs, C & W sued City for breach of contract and sought to recover approximately $180,000 in damages related to repair of the 400 to 500-foot section of the project. 2 C & W also sought damages in the amount of the last installment owing on the contract, which City refused to pay. City filed a Third Party Complaint against Sweetman, but Sweetman was dismissed by stipulation on January 31, 1999. At trial, which was held from September 12 through 14, 2000, the jury found in favor of C & W for damages in the amount of $270,000 and prejudgment interest in the amount of $180,000.

[¶ 9.] On September 25, City filed a motion for judgment notwithstanding the verdict and, in the alternative, a motion for a new trial. At a hearing on October 11, 2000, *756 the trial judge denied the motion for a new trial, but did grant partial judgment n.o.v. to reduce the verdict to $180,000, determining the error was due to jury miscalculation and not to passion, prejudice or mistake of law. City appeals, raising the following issues: ■

1. Whether the trial court erred in holding C & W, as a subcontractor specifically approved by City, is in privity of contract with City such that it may sue City for a breach of contract.
2. Whether the trial court erred in denying City’s motion for a directed verdict and in partially denying city’s motion for judgment notwithstanding the verdict.
3. Whether the trial court erred in denying City’s motion for a new trial.

STANDARD OF REVIEW

[¶ 10.] City challenges the trial court’s denial of its motion for a directed verdict. Our standard of review on motions for directed verdict is well settled:

A motion for a directed verdict under SDCL 15-6-50(a) questions the legal sufficiency of the evidence to sustain a verdict against the moving party. Upon such a motion, the trial court must determine whether there is any substantial evidence to sustain the action. The evidence must be accepted which is most favorable to the nonmoving party and the trial court must indulge all legitimate inferences therefrom in his favor. If sufficient evidence exists so that reasonable minds could differ, a directed verdict is not appropriate.

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Cite This Page — Counsel Stack

Bluebook (online)
2001 SD 132, 635 N.W.2d 752, 2001 S.D. LEXIS 160, Counsel Stack Legal Research, https://law.counselstack.com/opinion/c-w-enterprises-inc-v-city-of-sioux-falls-sd-2001.