Bickmore Concrete Contractor, LLC v. Great Falls Construction, Inc.

CourtSuperior Court of Maine
DecidedApril 10, 2018
DocketCUMcv-17-050
StatusUnpublished

This text of Bickmore Concrete Contractor, LLC v. Great Falls Construction, Inc. (Bickmore Concrete Contractor, LLC v. Great Falls Construction, Inc.) is published on Counsel Stack Legal Research, covering Superior Court of Maine primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Bickmore Concrete Contractor, LLC v. Great Falls Construction, Inc., (Me. Super. Ct. 2018).

Opinion

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STATE OF MAINE SUPERIOR COURT CUMBERLAND, ss CIVIL ACTION DOCKET NO. CV-17-050

BICKMORE CONCRETE CONTRACTOR, LLC,

Plaintiff

v. JUDGMENT STArE Of ,AAiNt: GREAT FALLS CONSTRUCTION, Offte~ C11m~rl~?1(I c~ Clerk's INC., APR 11 2010 q·. 5:i AM Defendant RECEIVED Jury-waived trial on defendant Great Falls Construction , Inc.'s counterclaim against

Bickmore Concrete Contractor, LLC was held on March 21, 2018. Plaintiff did not appear.

Defendant appeared with counsel. For the following reasons,judgment is entered in favor of Great

Falls Construction, Inc . and against Bickmore Concrete Contractor, LLC on count I of the

counterclaim in the amount of $188,565.41, plus interest and costs.

Background

On January 27 , 2017, plaintiff filed its complaint and had previously filed a mechanic's

lien. Plaintiff alleged against Great Falls in count I, breach of contract; in count II, quantum meruit;

in count IV, enforcement of mechanic's lien; and in count VI, violation of Maine's prompt

payment statute. On February 3, 2017, defendant Great Falls filed a motion to dismiss counts IV

and V enforcement of mechanic's liens. On February 16, 2017, defendant Great Falls filed an 1 ,

answer and counterclaim against plaintiff Bickmore. In its counterclaim, Great Falls alleged in

count I, breach of contract, and in count II, abuse of process. 10 M.R.S. § 1212; 10 M.R.S. § 3251

et seq. Great Falls withdrew count II at trial.

, Plaintiff pleaded count V, enforcement of mechanic 's lien, against defendant City of South Portland.

Plaintiff-Pro Se Defendant-Robert Ruesch, Esq. / \

On February 27, 2017, defendant City of South Portland filed an answer. On April 27,

2017, the court approved the parties' stipulation that the payment bond would be substituted for

the mechanic's lien asserted by plaintiff and that plaintiff's claims against defendant City of South

Portland would be dismissed.

On July 13, 2017, plaintiff's attorney's motion to withdraw was granted. On November

14, 2017, plaintiff's complaint was dismissed with prejudice due to plaintiff's failure to comply

with the court's order dated July 13, 2017 and to respond to defense counsel's inquiries.

Todd Desmaris is employed by defendant Great Falls Construction, Inc. Great Falls is in

the business of general construction and is located in Gorham, Maine. Through its contract with

the City of South Portland, Great Falls was the general contractor for the construction of the public

works facility on Island Avenue in South Portland, which is the subject of this lawsuit. Mr.

Desmaris was the project manager for the project and was in charge of the entire project.

The twelve-million-dollar project involved construction of four buildings. (Def.'s Ex. 4.)

For concrete work, Great Falls received four bids from subcontractors based on the contract

documents. Great Falls selected Bickmore Concrete Contractor LLC located in Newport, Maine

as subcontractor for that work. (Def.'s Ex. 2.) The subcontract was signed by Mr. Desmaris and

Mathias Bickmore, the owner of Bickmore Concrete. (Def.'s Ex. 1 5.) The work included, among

other things, labor, equipment, formwork, and rebar placement. Bickmore's overall price for the

concrete work was $195,077.00.

The time frame to complete the entire project was fourteen months. The time frame for

completion of the concrete work was 75 days, from July 25, 2016 to November 4, 2016. (Def.'s

Ex. 3 .) This schedule was designed to avoid winter concrete work, which must be performed

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according to the American Concrete Institute's specifications. According to Mr. Desmaris, it is

economically "staggeringly different to pour concrete in the winter."

Great Falls and Bickmore met and discussed the terms of the subcontract, including the

schedule. Bickmore arrived five or six days after the start date and two or three hours after the

work began at the site. Bickmore brought with it insufficient equipment that was not in good

condition. Bickmore was grossly understaffed and the staff was inexperienced. Bickmore had no

idea what to do or how to do the work. Great Falls demonstrated the correct methods but Bickmore

disputed that guidance and believed its methods were correct.

The quality of Bickmore's work was described by Mr. Desmaris as "horrendous."

Bickmore was unable to keep sand out of the concrete forms, the rebar was loose, no rebar caps

were used, the form work overlapped, and the bars were not level and were not tied to remain in

the same position. (Def.'s Ex. 10 1-3.) The City and engineers from Sebago Technics, the project

engineer, were not pleased with Bickmore's work. Sebago Technics wanted Bickmore replaced.

Instead, Great Falls tried to work with Bickmore, supplemented its crew, and had others do part of

Bickmore's work. Because the contract was in place, Great Falls hoped it could salvage the

relationship because it was very difficult to find replacement subcontractors who would not take

advantage of the circumstances.

Based on difficulties with the rebar and forms and lack of staff and equipment, Mr.

Desmaris cancelled the concrete pour on the sand and salt building. Three days were required to

jackhammer the concrete. (Def.'s Ex. 10 4-5.) The wood form was plumb but the concrete was

not. (Def.'s Ex. 10 7.) Brackets were added to keep the rebar in place. (Def.'s Ex. 10 6.) The

surface was uneven and inconsistent and had to be ground, which took a significant amount of

time. (Def.'s Ex. 10 8.) The opening was not located in the correct position and was not finished.

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(Def.s' Ex. 10 12.) Cold joints and cracking were evident in the poured concrete. (Def.'s Ex. 10

9-11, 13-14.)

In the cold storage building, the anchor bolts and hoops for the fabric were placed in

incorrect locations throughout the entire building and had to be cut and replaced . (Def.'s Ex. 10

17-20.) In order for the City to accept the work, Great Falls filled the holes, ground the surface,

and applied stain so the buildings matched. (Def.'s Ex . 10 20-21.)

Mr. Desmaris discussed a formal warning about performance deficiencies and delays in the

schedule with Mr. Bickmore. (Def.'s Ex. 5.) Mr. Bickmore signed the warning letter dated August

15, 2016. On August 16, 2016, Mr. Bickmore apologized in writing for the performance of his

company. (Def.' s Ex. 6 .) Because Bickmore had no plan to perform the work competently,

however, Mr. Desmaris developed a plan and hired another subcontractor to help. That

subcontractor was paid from the Bickmore contract. (Def.' s Ex. 7 .)

After every effort was made to correct the situation, Great Falls terminated Bickmore.

(Def.'s Ex. 8.) The termination decision was made by the superintendent, owner, and project

manager from Great Falls, the project engineer, and the City. The Bickmore employees were

unhappy because they and the suppliers were not being paid.

Mr. Desmaris prepared a summary of the Bickmore performance on the project in

anticipation of a meeting with attorneys and Mr. Bickmore. (Def.'s Ex. 9.) Nothing was

accomplished at the meeting.

As of September 2016, when Bickmore left the site, 80% of the concrete work remained to

be performed.

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Related

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