United States of America v. AHTNA Construction and Primary Products, LLC

District Court, D. Alaska·Decided August 17, 2021·No. 4:19-cv-00010·Unknown

Opinion

FOR THE DISTRICT OF ALASKA

UNITED STATES for the use & benefit of MIDSTATE EQUIPMENT, INC.; MIDSTATE EQUIPMENT, Case No. 4:19-cv-00010-JWS Plaintiffs, FINDINGS OF FACT AND vs.

PRIMARY PRODUCTS, LLC; GREAT AMERICAN INSURANCE

Defendants.

This Miller Act lawsuit was tried to the court from July 12, 2021, through July 16, 2021, in Anchorage, Alaska. This court has subject matter jurisdiction pursuant to 40 U.S.C. § 3133. The parties’ several state law claims also were tried. They are so related to the Miller Act claim as to form part of the same controversy. This court has jurisdiction over the state law claims pursuant to 28 U.S.C. § 1367(a). Pursuant to Federal Rule of Civil Procedure 52, the court sets out its findings of fact and conclusions of law below. 1. Plaintiff Midstate Equipment, Inc. (hereinafter “Midstate”), is an Alaska corporation. It is a civil construction contractor located in Delta Junction, Alaska. 2. Defendant Ahtna Construction and Primary Products, LLC (hereinafter “Ahtna”), is an Alaska limited liability company. It is a general contractor specializing in civil construction. 3. Defendant Great American Insurance Company (hereinafter “Great American”) is an Ohio corporation authorized to do business in Alaska as a surety. 4. Ahtna entered into an agreement with the United States Department of Agriculture, Natural Resources Conservation Service (hereinafter “NRCS”), in 2018 to perform work at the Delta Clearwater Remediation Project Phase 2 near Delta Junction, Alaska (hereinafter “the Project”). The NRCS/Ahtna contract is referred to hereinafter as the “Prime Contract.” 5. As required by law, Ahtna provided a payment bond (“the Bond”) for the Project. The Bond was issued by Great American. 6. Among other things, the Prime Contract required Ahtna to provide and spread topsoil and woody debris on the Project site in accordance with the specifications in the Prime Contract. Ahtna agreed that it would be paid on a unit price basis of a fixed amount per square yard. 7. Prior to submitting its bid for the Project, Ahtna had received a proposal from Midstate (hereinafter “Quote”) to supply and deliver top soil and woody debris to the Project. The Quote was given to Ahtna on January 4, 2018. In the Quote, Midstate offered to deliver up to 424,450 square yards of topsoil and up to 517,829 square yards of woody debris. No other supplier proposed to provide and deliver topsoil and woody debris. Ahtna used Midstate’s Quote in preparing its bid to construct the Project. 8. Midstate proposed to provide and deliver topsoil at a price of $2.62 per square yard. The Quote stated: “Measurement for payment will be by an agreed price per cuyd per truck load.” 9. Midstate proposed to provide and deliver woody debris at a price of $2.60 per square yard. The Quote states: “Measurement for payment will be by the truck load.” 10. Ahtna issued purchase order PO-07020-001 to Midstate (hereinafter “Purchase Order”) for supplying and delivering topsoil and woody debris among other things. The Purchase Order was executed by both parties. The Purchase Order included as an attachment a copy of Midstate’s Quote and stated in bold italicized language, “Midstate Original Quote Attached as Reference Only.” For NRCS, the Quote would have been very significant because it showed Midstate would provide the quantities of topsoil and woody debris required by the Prime Contract. The Purchase Order was a unit price agreement using square yards for units of delivery. It specified payment terms of “Net 30.” Unit costs were specified as $2.62 per square yard for topsoil and $2.60 per square yard for woody debris. 11. Prior to commencement of deliveries by Midstate, Ahtna and Midstate did not discuss, much less agree on, the dimensions of a truckload nor a unit price per truckload for either topsoil or woody debris. 12. NRCS estimated that the Project would require 424,450 square yards (“SY”) of topsoil and 517,829 square yards of woody debris.1 NRCS prepared detailed Project specifications (“Specifications”) describing the types of materials to be used and the methods employed for their placement.2 13. The Specifications stated Ahtna would be paid for both topsoil and woody debris based on “in-place” measurements. Ahtna and NRCS would together use professional surveyors to measure the total surface covered by these materials, determining the amount of surface area through a “horizontal projection” of the surveyed “perimeter.”3 14. For topsoil measurements, the parties would then calculate total square yards of material according to the measured perimeter and the uniform thickness or “lift” of the topsoil spread by Ahtna.4 1 Trial Exhibit (hereinafter “Ex.”) 6, p. 6. 2 Ex. 3. 3 Ex. 3, pp. 7, 11. 4 Trial Transcript (hereinafter “Tr.”). Vol. 3, pp. 107–11 (T. Champine) (describing process of measuring placed materials). 15. The Project drawings instructed Ahtna to spread the “loose” topsoil into an eight-inch-thick lift throughout the Basin and adjoining areas.5 The Specifications instructed Ahtna to spread the topsoil using a “low ground pressure (LGP) type dozer . . . equipped with and operating by GPS machine control.”6 GPS devices mounted on the blade of the dozer monitored the height of the blade from the subgrade.7 The GPS machine control would adjust the height of the blade to compensate for any changes in the subgrade.8 The result was a consistent “loose” lift thickness. 16. Section 7(a)(6) of the Specifications provided: “The measured thickness of the topsoil shall be from the approved subgrade to the top of the loose topsoil before track-walking.”9 “Track-walking” refers to the compression of the topsoil lift by the tracks of the dozer immediately after the blade at the front of the dozer has cut the loose topsoil into a lift.10 The Specifications thus required that the dozer maintain a blade height of eight inches to create the loose lift for purposes of measurement for payment, but did not require any particular compaction density or depth after the blade had “cut” this lift and the tracks of the dozer immediately compacted the topsoil.

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United States of America v. AHTNA Construction and Primary Products, LLC, (D. Alaska 2021).

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