Mar-Paul Co. v. Jim Thorpe Area School District

7 Pa. D. & C.5th 387
CourtPennsylvania Court of Common Pleas, Carbon County
DecidedJuly 31, 2008
Docketno. 04-2595
StatusPublished
Cited by1 cases

This text of 7 Pa. D. & C.5th 387 (Mar-Paul Co. v. Jim Thorpe Area School District) is published on Counsel Stack Legal Research, covering Pennsylvania Court of Common Pleas, Carbon County primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Mar-Paul Co. v. Jim Thorpe Area School District, 7 Pa. D. & C.5th 387 (Pa. Super. Ct. 2008).

Opinion

NANOVIC, P.J.,

I. PROCEDURAL AND FACTUAL BACKGROUND

In 2002 and 2003, the Jim Thorpe Area School District built a new kindergarten through eighth grade elemen[388]*388tary school in Kidder Township, Carbon County, Pennsylvania (project). The general contractor for the project was Mar-Paul Company Inc. The subcontractor for the site work was Popple Construction Inc. Collectively, Mar-Paul and Popple are hereinafter referred to as the “contractors.”

In accordance with the Public School Code of 1949, the project was subject to competitive bidding. 24 P.S. §7-751(a). Mar-Paul’s bid for general construction was submitted to the district on October 30, 2001. On November 19, 2001, the district passed a motion to award the general construction contract to Mar-Paul subject to certain conditions. Under the terms of the bid documents, as well as the contract subsequently signed by the parties, the project contained a fixed and firm completion date of August 1, 2003.

A written agreement between the district, as project owner, and Mar-Paul, as general contractor, was entered on February 4, 2002 (contract).1 On this same date, the [389]*389district issued its notice to proceed which, pursuant to the contract, obligated Mar-Paul to commence work within 10 days. Section 01120, summary of work, ¶1.07 (A). Popple’s proposal for the site work was submitted to Mar-Paul on October 30, 2001; the subcontract between Mar-Paul and Popple was entered on January 10, 2002.

In accordance with its subcontract with Popple, Mar-Paul directed Popple to immediately begin site work for the project. By March 13, 2002, Popple was reporting that excessive moisture levels in the subgrade soil prevented compaction as required by the contract specifications. By letter dated March 21, 2002, Mar-Paul formally notified the district’s architect, Hayes Large Architects, of the moist soil conditions and that it was “prevented from proceeding as planned” and needed direction on how to proceed.2 These same issues were previously discussed at a job site conference held on March 18, 2002, with representatives present from the district, Mar-Paul, Popple, the architect, and United Inspections Services, a geotechnical engineer acting as the district’s consultant.

In answer to the high moisture content of the soil, United recommended that both planned access roads and [390]*390the building pad area be undercut by removing 18 to 24 inches of soil, and that geogrid and stone be used for stabilization before further backfilling. See United “Site Recommendation report” dated March 22, 2002.3 This recommendation was followed by Popple’s proposal on March 25, 2002, to perform the overexcavation,4 stone, and geogrid work at a cost ranging between $ 114,174.86 to $191,910.76, depending upon the depth of subgrade soil removed. Mar-Paul forwarded Popple’s proposal to the district’s architect by letter dated March 29, 2002.

The architect disagreed with the contractors’ request for additional compensation to address the wet soil conditions. Rather than approving United’s recommendation [391]*391to remove and replace unsuitable soils, or suggesting another option, by its letter of April 4,2002, the architect responded:

“I am directing your firm to proceed with the work as described in the contract documents (refer to General conditions, par. 4.3.3).5 All work shall be done to meet the intent of the contract documents.”

This letter further stated that if the specified compaction results could not be met, then Mar-Paul was to notify United and the architect, at which time, United would “provide the necessary recommendations as required for you to achieve the results as shown and noted on the project drawings and specifications.”

Subsequently, United was again asked to examine the issue and suggest solutions. In its letter dated April 9, 2002, United suggested two options: Option “A” recommended removal and replacement of soils; Option “B” recommended that the existing site soils be scarified and windrowed — i.e., disked and air-dried — until the moisture content was reduced to optimum levels. On April 10, 2002, the architect directed that Option “B” be employed. Popple was advised of the architect’s decision by April 11, 2002, and began disking and loosening the soil, exposing it to the air. Field tests performed on April 17, 2002, showed the soil was still unacceptable.

[392]*392On April 17, 2002, the district’s clerk of the works recommended the district employ a new geotechnical engineer, CMT Laboratories Inc., to replace United. This recommendation was approved by the district on the same date. In its report issued on April 24, 2002, CMT stated that while United’s recommendation of overexcavation and placement of stone and geogrid “would allow for the immediate continuation of site preparation activities” (emphasis added), continued air-drying of the existing soil should also allow the contractor to achieve the required compaction. No time period was projected for the second alternative.6

On April 29, 2002, the district’s architect again directed Mar-Paul to continue air-drying the soil. As a result, scarifying and windrowing operations continued. On May 6,2002, CMT reported the first successful compaction test result with respect to Building Pad A. Additional sections were successfully tested between May 6 and May 20, 2002. In the meantime, the site preparation which Popple was to perform was delayed by more than two months, from March 13 to May 20, 2002.

[393]*393Popple claims it is owed $33,809 for the work it performed due to the wet soil conditions: air-drying the subsoil, overexcavation, and stone placement.7 Popple also claims that during the time the district was deciding how to proceed, its equipment at the site stood idle. For this downtime, from March 23 through May 20, 2002, Popple claims it is owed $187,810.8 In addition to these two claims, both connected to the underlying soil conditions at the project site, Popple claims it is owed $12,696 for the time its equipment stood idle during the six-day period from October 22,2003, through October 28,2003, as part of its costs for remobilization and demobilization. All of Popple’s figures for idle equipment are derived from rental values appearing in the Blue Book, rather than actual costs.9

The total amount Popple claims for additional costs and for delay damages which it attributes to unforeseen wet soil conditions is $221,619. Mar-Paul seeks to recover $136,517 in increased costs for supervision, soil testing, extra heating, and other expenses it incurred because of these same conditions.

[394]*394Before us is the district’s motion for partial summary judgment as to Counts I through IV of Mar-Paul’s complaint for additional work and delay damages claimed as a result of the wet soil conditions. Counts I and II of the complaint are direct claims by Mar-Paul for breach of contract and breach of the duty of good faith and fair dealing respectively, each in the amount of $136,516.

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Cite This Page — Counsel Stack

Bluebook (online)
7 Pa. D. & C.5th 387, Counsel Stack Legal Research, https://law.counselstack.com/opinion/mar-paul-co-v-jim-thorpe-area-school-district-pactcomplcarbon-2008.