Pacella v. Metropolitan District Commission

159 N.E.2d 75, 339 Mass. 338, 1959 Mass. LEXIS 809
CourtMassachusetts Supreme Judicial Court
DecidedJune 4, 1959
StatusPublished
Cited by20 cases

This text of 159 N.E.2d 75 (Pacella v. Metropolitan District Commission) is published on Counsel Stack Legal Research, covering Massachusetts Supreme Judicial Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Pacella v. Metropolitan District Commission, 159 N.E.2d 75, 339 Mass. 338, 1959 Mass. LEXIS 809 (Mass. 1959).

Opinion

Cutter, J.

This is a petition under G. L. c. 29, § 63 (inserted by St. 1937, c. 157), by more than twenty-four taxable inhabitants to enjoin the metropolitan district commission (the commission) from awarding the contract hereinafter described and seeking further relief. The case was referred to a master whose report was confirmed. A motion by the petitioners to amend their petition to conform to the proof was denied and a final decree was entered dismissing the petition. The petitioners have appealed from the denial of their motion to amend and from the final decree. Relevant facts are stated as found by the master.

The commission invited sealed proposals for the construction of certain water distribution lines. The opening of the proposals, set for October 24, 1957, was enjoined by an interlocutory decree in this proceeding. As part of the work, “the contractor was to . . . lay . . . 10,000 lineal feet of 60-inch pipe, prestressed; 100 lineal feet of 54-inch pipe, prestressed.” The contract is subject to G. L. c. 29, §8A.

The contractor will purchase some $600,000 worth of reinforced concrete water pipe, steel cylinder type, a material “in common use and sold and delivered in commerce” in Massachusetts. The specifications for such pipe “(. . . having internal diameters of 60 inches, 54 inches, 48 inches and 36 inches) require that all linear sections . . . other than elbows, bends and joints . . . comply with” certain tentative standard specifications of the American Water Works Association. These specifications “call for a particular type of . . . pipe, . . . hereinafter referred to as 'prestressed pipe ’ . . . which may be manufactured only under a patent held by” Lock Joint Pipe Company (hereinafter called Lock Joint). No “company other than Lock Joint *340 had ever sold or offered . . . prestressed pipe in Massachusetts to the” commission. Lock Joint “has the exclusive right to preclude others from . . . manufacture and sale of prestressed pipe.”

There “is in common use an alternative to prestressed pipe, another type of reinforced concrete . . . pipe, steel cylinder type” (hereinafter called non-prestressed pipe). This “pipe is also manufactured ... by Lock Joint,” whose patent on this type expired several years ago. Prior to the patent’s expiration this type of pipe could be made and sold only under the patent. Recently Concrete Pipe Corporation has entered the field “of manufacturing and selling non-prestressed pipe ... in competition with Lock Joint.”

“Prestressed and non-prestressed pipe are designed . . . and used to perform the same function — the carrying of water under heavy pressure ... are basically similar in design, in materials used and in method of manufacture and are identical in appearance. . . . Both . . . are constructed of a steel core reinforced by steel wire or rods with a layer of concrete inside the core and in the case of non-prestressed with a layer outside the . . . rods.” 1

The master found, after hearing expert testimony, that non-prestressed pipe “is functionally equal to . . . prestressed . . . with respect to (a) the design or operating pressure . . . (b) ultimate strength or bursting pressure ...(c) resistance to water hammer . . . and (d) resistance to top loads (i.e., external pressure” from above) and “substantially equal with respect to (1) resistance to corro *341 sion, and (2) durability.” 1 Weights of the two types made to Lock Joint specifications are the same. The master concluded that Concrete Pipe Corporation (a) at its plant in Dedham makes “non-prestressed pipe which is functionally equal to prestressed pipe in every respect and . . . of the same wall thickness and approximately the same weight” and (b) can manufacture and deliver such nonprestressed pipe “meeting all the requirements for this project” more quickly and expeditiously than could Lock Joint. Prestressed pipe is not being made in Massachusetts and the “specifications . . . preclude the . . . bidder from giving preference . . . to . . . materials manufactured in Massachusetts.”

The specifications issued by the commission, although calling for prestressed pipe for all linear sections, called for non-prestressed pipe at elbows, bends and joints where water pressure “is substantially higher . . . than ... in linear sections.” Concrete pallets, however, are placed under the elbows, bends, and joints to protect them.

Until this invitation for proposals, in October, 1957, shortly after Concrete Pipe Corporation had entered the non-prestressed pipe business, the commission “had always specified the size of the pipe . . . and the functional characteristics . . . and had allowed bidders to . . . use either prestressed or non-prestressed pipe .... This method . . . did not introduce competition between . . . suppliers, but did give bidders a chance to obtain . . . whichever of the two types of pipe Lock Joint, at that time, was selling most cheaply.” Each, type of pipe has been supplied on various occasions, but in general “prestressed pipe . . . [has] been supplied only in projects requiring pipe of smaller internal diameter.” The master found that the commission and its engineers have consistently “acted upon the opinion that the two types are functionally equal.”

1. The petitioners contend that the commission has violated, or proposes to violate, (a) the letter and the spirit *342 of G. L. c. 29, § 8A, (b) the regulations of the commission on administration and finance requiring contractors to give preferences, other things being equal, to goods made in Massachusetts, and (c) common law and statutory (see G. L. c. 93, § 2) provisions against monopolies. General Laws c. 29, § 8A (as amended through St. 1951, c. 401), is set out in the margin. 1

Statutes of this general character are designed “to establish genuine and open competition after due public advertisement in the letting of contracts ... to prevent favoritism in awarding such contracts and to secure honest methods of letting contracts in the public interests.” See Morse v. Boston, 253 Mass. 247, 252; Burt v. Municipal Council of Taunton, 272 Mass. 130, 133. See also Grande & Son, Inc. v. School Housing Comm. of No. Reading, 334 Mass. 252, 258. In the Morse case, 253 Mass. 247, 252, it was said that such “statutes must be interpreted, if reasonably possible, so as to effectuate the purpose of the framers” and “[A]very presumption is to be indulged that the General Court intended to put in force . . . legislation effectual to remedy the evil at which it appears to be aimed.” Nevertheless, it was there also pointed out that “[YJtatutes must be interpreted as enacted” and “[VJmissions cannot be supplied by the judicial department.”

Of course, in administering statutory requirements for public advertisement for bids, “there must be strict compliance with the statutory requirements.” Poorvu Constr. Co. Inc. v. Nelson Elec. Co. Inc. 335 Mass. 545, 552, and cases cited.

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Bluebook (online)
159 N.E.2d 75, 339 Mass. 338, 1959 Mass. LEXIS 809, Counsel Stack Legal Research, https://law.counselstack.com/opinion/pacella-v-metropolitan-district-commission-mass-1959.