Missouri Department of Transportation, Ex Rel. PR Developers, Inc. v. Safeco Insurance Co. of America

97 S.W.3d 21, 2002 Mo. App. LEXIS 2196, 2002 WL 31474180
CourtMissouri Court of Appeals
DecidedNovember 5, 2002
DocketED 79860
StatusPublished
Cited by19 cases

This text of 97 S.W.3d 21 (Missouri Department of Transportation, Ex Rel. PR Developers, Inc. v. Safeco Insurance Co. of America) is published on Counsel Stack Legal Research, covering Missouri Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Missouri Department of Transportation, Ex Rel. PR Developers, Inc. v. Safeco Insurance Co. of America, 97 S.W.3d 21, 2002 Mo. App. LEXIS 2196, 2002 WL 31474180 (Mo. Ct. App. 2002).

Opinion

CLIFFORD H. AHRENS, Judge.

Robertson Contractors, Inc. (“Robertson”) and the SAFECO Insurance Company of America (“SAFECO”), surety for Robertson, appeal from the judgment of the Circuit Court of St. Louis County, after jury verdicts which awarded damages to PR Developers, Inc. (“PRD”) for breach of contract. SAFECO also appeals from the judgment of the trial court following a jury verdict which awarded damages to PRD for vexatious refusal to pay and for attorneys’ fees. This case resulted from a construction project (“Project”) of the Missouri Highway and Transportation Commission (“MHTC” or “MoDOT”) 1 in which Robertson was the general contractor and PRD was a sub-contractor. A number of difficulties arose during the Project, which PRD alleged caused substantial delays to the completion of its work. PRD also alleged that it performed extra tasks not included in its sub-contract for which it did not receive full compensation. We affirm in part and reverse in part.

When viewed in the light most favorable to the verdict, the record shows that in 1998 MHTC took bids for the Project for the construction of a bridge, embankments, ramps and roadways at the interchange of Interstate Highway 55 (“1-55”) and Routes H and HH. Robertson was the general contractor, and PRD was the subcontractor for the base rock and paving portions of the Project. The MHTC bid materials obtained by Robertson and PRD informed bidders that above-ground high voltage electrical utility lines were located in the northwest portion of the Project which needed to be raised by AmerenUE for embankment and ramp work in that area. MHTC had already informed Amer-enUE of the need to do this for the Project.

Robertson used PRD’s bid in submitting its own bid for the Project to MHTC, and MHTC awarded the contract (“Contract”) for the Project to Robertson on October 2, 1998. Robertson and PRD entered into a *28 written sub-contract (“Sub-Contract”) on September 29, 1998 based on PRD’s bid to Robertson. The Contract incorporated by reference the MTHC’s Standard Specifications for Highway Construction (“Specifications”), and required that the work on the Project be done in accordance with the Specifications. The Contract provided that Robertson would have one hundred thirty working days to complete the Project, starting from March 15, 1999. The Specifications stated that if the contractor experienced delays due to the owners of utility facilities, the delay would be figured into the count of working days, and that would be the contractor’s sole compensation from MHTC. According to the Specifications, the contractor would be subject to liquidated damages if it failed to complete the Project on time. The Sub-Contract incorporated by reference the Contract and the Specifications. The Sub-Contract stated that time was of the essence, but did not specify a start date. Under Special Provision “B” of the Sub-Contract, PRD would be assessed that part of any charges assessed against Robertson by the State of Missouri because of a failure to complete the Project on time which were due to PRD’s operations. Pursuant to the Contract, Robertson obtained a contract bond from SAFECO.

On or shortly after Robertson entered into the Sub-Contract with PRD, Robertson had advised PRD that it intended to work on the embankments for the Project throughout the winter, weather permitting. Shortly after PRD signed the Sub-Contract, P. Mitchell Parris (“Parris”), president of PRD, had a conversation with either Ben Robertson or Ben Holt (“Holt”), president and vice-president of Robertson respectively, in which Parris was told that Robertson wanted PRD prepared to begin its work on March 15,1999. PRD verbally agreed (“the Agreement”) to this starting date, and committed itself to starting the Project on March 15th, expecting to be done within eighty working days, if not sooner. Around the time that the bid was let, Parris, responding to an inquiry from Robertson, had indicated that PRD would like to start work on the west side of the Project.

Parris visited the site of the Project in February, 1999, and observed that neither the embankments on the west side of the Project nor the embankments on the east side of the Project were completed. Mike May, Robertson’s designated Project superintendent, informed Parris that the power lines needed to be relocated. Mike May also told Parris that the power lines would be moved by April 15,1999, and that the Project site would be réady for PRD to begin work. Parris also expressed concerns to Mike May about the sandy sub-grade material. On March 15, 1999, PRD submitted a value engineering proposal to Harvey Graham, a MoDOT engineer on the Project, sending a copy to Robertson as well, suggesting the use of soil cement to help stabilize the sandy subgrade material that Robertson was to use for the embankments. This value engineering proposal was rejected by MoDOT.

PRD was not able to begin its work on the Project until the end of May, 1999, and had to begin work on the east side of the Project, a delay of approximately fifty working days. Mike May had left the Project site by that time. PRD encountered problems with the tacks and the grades on the east side ramps which caused several days of delay, which required restaking the tack lines and grades by MHTC. PRD began to lay base rock over the sandy subgrade of the ramps placed by Robertson using the subgrade material specified by MHTC, but soon ran into trouble. Though the subgrade had been saturated, it still “deformed” under the weight of PRD’s trucks, causing them *29 to get stuck. PRD worked around this problem, suffering approximately a one-day delay.

Having laid the base rock over the sandy subgrade on the east side of the Project, PRD began paving over the base rock on June 16, 1999, and again experienced problems. The sandy subgrade deformed and rutted under the weight of PRD’s paver, pushing out from under the sides of the base rock. PRD eventually dealt with the problem by constructing and laying out plywood tracks for the paver to run over the base rock to distribute the weight of the paver, which caused a delay of eleven work days.

PRD eventually finished the paving on the ramps on the east side of the Project by July 14th, and was ready to begin working on the west side of the Project by July 19th. Robertson had not yet completed the embankments and subgrade on the west side at that time, in part due to further staking problems by MoDOT, and it was not until August 16th that the sub-grades on the west side ramps were ready for PRD to work, a delay of twenty working days, during which PRD could not use its paving equipment. PRD had problems on the west side with the subgrade when laying the base rock similar to those it had on the east side, causing about a day’s delay. PRD handled the paving on the west side ramps as it had on the east side, using plywood tracks, and again experienced deformation of the sandy subgrade, resulting in a day’s delay when the plywood track split over a portion of the deformed sandy subgrade and knocked out one of the sensors on PRD’s paver.

PRD also experienced a delay of half of one day on September 2,1999 due to grading problems at the tie-in between a ramp on the west side and the highway, again lacking proper staking. Work ran relatively smoothly until September 23, 1999, when PRD lost four working days due to the bridge being three inches too low where it was supposed to join Route HH.

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Bluebook (online)
97 S.W.3d 21, 2002 Mo. App. LEXIS 2196, 2002 WL 31474180, Counsel Stack Legal Research, https://law.counselstack.com/opinion/missouri-department-of-transportation-ex-rel-pr-developers-inc-v-moctapp-2002.