MKB Constructors v. American Zurich Insurance

49 F. Supp. 3d 814, 2014 U.S. Dist. LEXIS 136096, 2014 WL 4792034
CourtDistrict Court, W.D. Washington
DecidedSeptember 25, 2014
DocketCase No. C13-0611JLR
StatusPublished
Cited by19 cases

This text of 49 F. Supp. 3d 814 (MKB Constructors v. American Zurich Insurance) is published on Counsel Stack Legal Research, covering District Court, W.D. Washington primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
MKB Constructors v. American Zurich Insurance, 49 F. Supp. 3d 814, 2014 U.S. Dist. LEXIS 136096, 2014 WL 4792034 (W.D. Wash. 2014).

Opinion

ORDER ON CROSS MOTIONS FOR SUMMARY JUDGMENT

JAMES L. ROBART, District Judge.

I. INTRODUCTION

This order addresses two motions: (1) Plaintiff MKB Constructors’ (“MKB”) motion for partial summary judgment (MKB Mot. (Dkt. #91)), and (2) Defendant American Zurich Insurance Company’s (“American Zurich”) motion for summary judgment (AZ Mot. (Dkt. # 93)). The court has review the motions,, all submissions filed in support of and opposition thereto, the balance of the record, and the applicable law. Being fully advised,1 the court GRANTS in part and DENIES in part both motions.

[819]*819II. BACKGROUND

This case is an insurance coverage dispute involving a “Builders Risk” policy. MKB contracted with the Lower Yukon School District (“LYSD”) for Phase I of a project that involved “the procurement, delivery and placement of gravel fill” for a new building pad and driveway upon which a school building would be erected in Em-monak, Alaska (“the Project”). (Am. Compl. (Dkt. # 35) ¶ 6; 7/22/14 Videa Decl. (Dkt. # 94) Ex. 1 at 2.) In March 2012, LYSD requested contractors to bid on Phase I of the Project and provided the bidding contractors information, including topographical maps or drawings that showed the elevation of the original ground and the elevation to which the gravel pad was to be built. (Carl Decl. (Dkt. # 96) ¶ 5.) From this information, LYSD expected bidding contractors to calculate the volume of compacted gravel that would be required to complete Phase I of the Project. (See id.) The maps and drawings were incorporated into and made a part of the Phase I contract. (Id.)

The Project site was built on tundra that melted during the summer, becoming marshy and pocketed by pools of standing water. (See 7/22/14 Videa Decl. Ex. 3 (Nesheim Dep.) at 28:9-14, Ex. 4 (Romine Dep.) at 33:9-12; Ex. 6 (Wilson Dep.) at 170:4 (“It’s a swamp.”).) LYSD provided the bidding contractors with a geotechnical report that stated: “Settlements of 3 to 9 inches should be expected in area [sic] with 30 inches of fill and 5 to 12 inches in areas with 72 inches of fill.” (Id. Ex. 7 (attaching February 2012 Revised Northern Geotechnical Engineering Report) at 5.) The geotechnical report did not give the rate of settlement. (See generally id.) LYSD, however, also issued Addendum 2, which stated:

There will be some initial settlement of about two inches that will occur during construction but the majority of the settlement will occur over a few years. The Phase I contractor is expected to bring the gravel to the grades shown on the drawings, concluding with substantially [sic] completion on September 15, 2012. The final topping and finish grading will be done by the Phase II contractor after the old HS building is demolished; this Phase II work will correct for any additional settlement occurring after Phase I substantial completion.

(Id. Ex. 8 (attaching Addendum 2) at 3 of 5; 7/22/14 Mullenix Decl. (Dkt. # 92) Ex. 14 at 3 of 5.) LYSD intended to pay for additional gravel that the contractor placed due to more than two inches of settlement. (7/22/14 Videa Decl. Ex. 34 (John Dep.) at 44:2-8; John Decl. (Dkt. # 96) ¶ 18.)

LYSD placed the drawings showing the topographical elevation contours of the original existing ground and the elevation to which the gravel pad would be built on a website called “The Plans Room.” (John Decl. ¶ 5.) The drawings on the website were not distorted (7/22/14 Videa Decl. Ex. 12 (“Fortunato Dep.”) at 97:14-17), but they became so when MKB printed hard-copies of the drawings on its office printer (id. Ex. 9 (“12/17/13 Jensen Dep.”) at 47:16-23, 115: 10-20; Ex. 13 (“8/27/13 Jensen Dep.”) at 8:15-17, 9:20-23). MKB assigns responsibility for the distorted drawings to LYSD. (See Jensen Decl. (Dkt. # 110) ¶ 13.) In any event, MKB used the distorted drawings to estimate that it would need a volume of 23,626 cubic yards of compacted gravel for Phase I of the Project. (12/17/13 Jensen Dep. at 47:16-49:2, 126:2-5.) Based on MKB’s bid of $5,582,887.00, LYSD awarded the Phase I contract to MKB. (John Decl. ¶ 8; 7/22/14 Videa Decl. Ex. 14; 7/22/14 Mullenix Decl. Ex. 10.)

[820]*820After winning the bid, MKB hired a computer-aided earthwork calculations specialist, Earthwork Services (“Earthworks”), which determined that the required volume of compacted gravel for Phase I was 26,767 cubic yards. (See 7/22/14 Videa Decl. Ex. 15 (“Zimmerman Dep.”) at 39:5-15; id. Ex. 16 at 2; see 7/22/14 Mullenix Deck Ex. 12 (“12/17/13 Jensen Dep.”) at 26:12-21.) As a part of its analysis, Earthworks pointed out to MKB that the drawings MKB had relied upon in making its bid to LYSD were distorted. (7/22/14 Mullenix Deck Ex. 21.) As a result, MKB “question[ed] the sufficiency of its bid quantities.” (MKB Mot. at 3-4 (citing 7/22/14 Mullinex Deck Ex. 22).)

On May 17, 2012, MKB sent a letter to LYSD’s engineer stating:

MKB performed the bid takeoff for import fill utilizing drawing C 1.0. We have confirmed drawing C1.0 to be in error based on the CADD [sic] files forwarded to MKB. We estimate the total volume difference, base and alternates, to be approximately 4,700 CY [cubic yards].
MKB would appreciate the opportunity to sit down and discuss this issue in greater detail and negotiate an equitable price adjustment fair to both parties.

(7/22/14 Videa Deck Ex. 18.)

On June 5, 2012, MKB sent another letter to LYSD’s engineer explaining that the drawing MKB had used to determine the required volume of compacted gravel was distorted. (Id. Ex. 19; 7/22/14 Mulle-nix Deck Ex. 22.) The letter explained that the distorted drawing resulted in a faulty estimate of 23,896 cubic yards of gravel while the “Total Corrected Cubic Yardage” should be 30,479 for a difference of 6,583 cubic yards. (7/22/14 Videa Deck Ex. 19 at MKB001112; 7/22/14 Mullenix Deck Ex. 22 at RNA00374.) MKB estimated the “TOTAL COST IMPACTS” to be $482,757.00. (Id.)

As an alternative to the “lump sum payment of impacts noted above,” MKB offered two alternative solutions to the situation, as follows:

1. Settlement in excess of the noted two (2") inches will most likely occur based on regional settlement results. MKB can furnish and place the quantity of fill as originally bid. In consideration of such the LYSD would revise the Phase II bid proposal to include the unit quantity and pricing for additional fill. This allows for any and all additional fill to be furnished and place [sic] at an agreed to unit price subject to LYSD direction.
2. MKB’s estimated costs to furnish and place are subject to change based on actual production. MKB would be agreeable to furnishing and placing additional fill under actual cost conditions utilizing the contract markup provisions for change orders.

(7/22/14 Deck Ex. 19 at MKB001114; 7/22/14 Mullenix Deck Ex. 22 at RNA00375.) MKB closed the letter by stating that it “certified] the above and attached information to be true and copied without edit.” (Id.)

On July 11, 2014, LYSD responded to MKB, stating that it would not agree to increase the contract price:

It is my decision as the District’s (Owner’s) Representative for this project, that MKB’s claim is without merit.

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Bluebook (online)
49 F. Supp. 3d 814, 2014 U.S. Dist. LEXIS 136096, 2014 WL 4792034, Counsel Stack Legal Research, https://law.counselstack.com/opinion/mkb-constructors-v-american-zurich-insurance-wawd-2014.