Massachusetts Highway Department v. Walsh Construction Co.

16 Mass. L. Rptr. 15
CourtMassachusetts Superior Court
DecidedFebruary 10, 2003
DocketNo. 015746BLS
StatusPublished

This text of 16 Mass. L. Rptr. 15 (Massachusetts Highway Department v. Walsh Construction Co.) is published on Counsel Stack Legal Research, covering Massachusetts Superior Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Massachusetts Highway Department v. Walsh Construction Co., 16 Mass. L. Rptr. 15 (Mass. Ct. App. 2003).

Opinion

van Gestel, J.

This matter came before the Court on a motion by the defendant, Walsh Construction Company of Illinois (“Walsh”), seeking summary judgment pursuant to Mass.R.Civ.P. Rule 56. The plaintiffs, the Massachusetts Highway Department and the Massachusetts Turnpike Authority (collectively “CA/Tj, oppose the motion.

BACKGROUND

For the purposes of Walsh’s motion, only limited background and procedural facts need be recited.

[16]*16This is a construction claim arising out of work performed by Walsh on Public Construction Contract C05B1 (the “C05B1 Contract”) for the construction of the Tunnel Finishes between the South Boston and East Boston portals of the Ted Williams Tunnel (the “Tunnel”), as part of the Central Arteiy/Tunnel Project.

The original complaint was filed on December 14, 2001. The currently controlling pleading is the amended complaint, docketed on July 8, 2002.

CA/T charges Walsh with a breach of the C05B1 Contract. At least by June 30, 1997, CA/T was sufficiently aware of the acts of Walsh which it contends constitutes the breach.

There are material facts in dispute as to when, prior to June 30, 1997, Walsh finished its work, or was in a position of substantial completion. There is no dispute, however, that by November 30, 1995, Walsh’s total earned Contract value was 98.2% of the then-current total Contract value, or that the CA/T first opened the Ted Williams Tunnel for public use on December 15, 1995.

The amended complaint, in para. 10, recites that the “Plans and Specifications governing Walsh’s work under the C05B1 Contract imposed a variety of obligations on Walsh, including but not limited to the obligation to construct airtight plenums as part of the exhaust system.”

Certain portions of the Specifications to the C05B1 Contract implicated by the amended complaint read as follows, with all emphasis added:

3.02 INSTALLATION
F. Install panel doors complete with operating hardware and gasket seals as indicated. Adjust hardware for smooth, secure operation and tight airseal
G. Seal perimeter joints as indicated.
H. Remove protective film covering.
2.04 PRECOMPRESSED EXPANDING FOAM SEALANT
A.Provide preformed, precompressed impregnated open-cell foam sealant manufactured from high density polyurethane foam impregnated with a nondrying, water-repellant agent; factory-produced in roll form (precompressed); and in sizes to accurately fit the as-built joint widths when fully expanded in place. Precompressed expanding foam sealant shall be sized to develop a watertight and airtight seal when fully expanded in accord with manufacturer’s recommendations.
3.04 INSTALLATION AND TOOLING SEALANT
D. Install sealant material in uniform, continuous ribbons without gaps or air pockets.
I.06 PANEL TESTING
A.
7. Gasket Tightness Test: Joints of two typical horizontal and vertical panels with gaskets installed as specified, shall be tested for airtightness. A wind load of 55 lbs./sq. ft. shall be applied to the test panels for one hour. Air movement through the panel joints will constitute failure.
2.06 GASKETS AND SEALANTS
A. Provide waterproof airtight gasket closures in the profiles at all panel joints, intersections, and edges. Gaskets shall not be stretched at the time of installation. Provide gaskets in lengths so that gasket joints occur at panel intersections as indicated. Overlap and apply sealant at all gasket joints. All gaskets are to be attached to the panel on one side of the joint by physical clamping or suitable gasket cement.
2.08 General: Provide exhaust duct edge seal as indicated. Include fasteners and other components guaranteed to ensure tight seal of closure.
3.04CEILING PANEL INSTALLATION
B. Install panels and gaskets flush with the fact of adjoining panels. Adhere gaskets and expansion joints as shown and directed in the panel manufacturer’s instructions. Bond longitudinal and transverse gaskets at their intersections with manufacturer supplied bonding compound to provide air-tight joints. Prevent adhesive from soiling exposed panel surfaces and remove excess cement. Remove all visible adhesive in accordance with the panel manufacturer’s recommendation.
C. Install exhaust duct edge seal at cove as indicated.
D. Install continuous metal channel in light trough as indicated. Cantilever lengths of channel not to exceed 2 feet. Provide 1/8" gap between adjacent channels.
Para. 13 of the amended complaint alleges that the air exhaust system in the tunnel was found to be underperforming during the testing conducted in October 1996. Additional investigations and analysis of the underperforming air exhaust system completed in 1997 revealed further latent defects in Walsh’s work. These defects were separate and distinct from the work previously identified in Contract Modification number 103. These defects and variations from the specifications include the following:
a. openings, leakage paths and other defects in closure panels, at several locations along the Project;
b. failure to seal certain ceiling interfaces;
c. failure to install certain wall ceiling interfaces;
d. gaps between duct walls and ceilings;
e. construction of certain panel walls using “sheet metal” rather than double wall panels called for in the specifications;
[17]*17f. failure to install certain edge seals at several locations;
g. failure to seal closure panels;
h. gaps in the duct wall separations.

CA/Ts amended complaint asserts that Count I sets forth a claim for breach of contract.

Count II of the amended complaint seeks indemnification pursuant to the C05B1 Contract, Section 7.25. This section reads in its entirety:

The Contractor [Walsh] shall indemnify and hold harmless the Commonwealth, the Department, the SDC(s), the AGC(s) and the Management Consultant and the Authorized Representative against any and all legal liability which any of the above-named parties may sustain, incur or be required to pay, including attorneys fees, arising out of or in connection with the Work by reason of any action or inaction of the Contractor, agent(s) or person(s) employed by the Contractor, or any of its Subcontractors; provided that the Contractor is afforded an opportunity to participate in the defense of such claim. In such event, the Contractor shall have the right to disapprove any negotiated settlement. In any event, the Contractor reserves its right to final settlement through the courts of appropriate jurisdiction.

DISCUSSION

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Cite This Page — Counsel Stack

Bluebook (online)
16 Mass. L. Rptr. 15, Counsel Stack Legal Research, https://law.counselstack.com/opinion/massachusetts-highway-department-v-walsh-construction-co-masssuperct-2003.