F. H. McGraw & Co. v. New England Foundation Co., Inc

210 F.2d 62, 1954 U.S. App. LEXIS 2404
CourtCourt of Appeals for the First Circuit
DecidedFebruary 2, 1954
Docket4751_1
StatusPublished
Cited by23 cases

This text of 210 F.2d 62 (F. H. McGraw & Co. v. New England Foundation Co., Inc) is published on Counsel Stack Legal Research, covering Court of Appeals for the First Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
F. H. McGraw & Co. v. New England Foundation Co., Inc, 210 F.2d 62, 1954 U.S. App. LEXIS 2404 (1st Cir. 1954).

Opinion

HARTIGAN, Circuit Judge.

This is an appeal from a judgment entered May 6, 1953, in the United States District Court for the District of Rhode Island granting plaintiff’s motion for summary judgment in the sum of $10,705.30 with interest from August 21, 1951, and costs.

The defendant, a New Jersey corporation, was the general contractor for the Blackstone Valley Sewer District Commission, State of Rhode Island, for the construction of the Bucklin Point Sewage Treatment Plant in East Providence, Rhode Island. On August 8, 1950, the defendant entered into a subcontract with the plaintiff, a Massachusetts corporation, for the placement of piles 1 and caissons 2 in the foundation work for *64 several parts of the construction. This subcontract was subsequently amended by five supplemental “Change Orders.” The dispute between the parties concerns “Item 4” in the subcontract and “Change Order No. 2”, relating to pile and caisson foundations for the “By Pass and Effluent Channel” and “Outfall.”

The complaint alleges that a sum of $18,732 was allocated to the foundation work of the “By Pass and Effluent Channel” and that the defendant was entitled to deduct $5,801.90 from the $18,732 for linear feet of piles and caissons estimated as necessary in the specifications for the Bucklin Point Sewage Treatment Plant, but not in fact found necessary or in fact constructed by the plaintiff. The plaintiff admits the payment of $1,-359.00 on account of this foundation work. The answer denies these allegations and, as an affirmative defense, pleads payment in full. The plaintiff filed affidavits and a motion for summary judgment. The defendant filed counter affidavits and a cross motion for summary judgment.

The subcontract stipulated that any orders issued by the District Commission to the defendant under the prime contract which related to the subject matter of the subcontract were binding and conclusive upon the plaintiff and that the plaintiff was bound to the defendant by the applicable terms and provisions of the prime contract. On December 21, 1950, by “Change Order No. 2”, 3 the plaintiff was directed to install the pile and caisson foundation for Items No. 2 and No. 4 of the prime contract for the price of $21,490.00 and $64,782.00 respectively. On May 4,1951, by “Change Order No. 3”, all the caisson and pile work in the “Outfall” of Item No. 4 was eliminated and substituted work was ordered. The sum of $46,050.00 was to be deducted from the contract price on account of this elimination. By deducting this amount from the total price of $64,782 for Item No. 4, which included both the “By-pass and Effluent Channel” and the “Outfall”, it is seen that the foundation work in the “By-pass and Effluent Channel” was valued at $18,732.

As a result of a jurisdictional labor dispute involving laborers hired by the plaintiff to do the caissons work, the defendant requested the District Commission to cancel construction of the piles and caissons in the “By-pass and Effluent Channel”. The Commission agreed to the cancellation and by “Construction Agreement No. 5” ordered the substitution of a concrete slab. Under the terms of the subcontract, the defendant could have ordered the plaintiff to construct the substituted concrete slab, but it did not do so. Prior to the substitution, the plaintiff had placed eight of the sixty piles and caissons planned for the “By-pass and Effluent Channel”. The parties are now in disagreement as to the proper amount payable to the plaintiff for this work.

The plaintiff contends that the “additions and deductions” clause 4 of the sub *65 contract determines the amount payable to it. Computations based upon the Engineer’s table of the assumed bottom elevations and the actual bottom elevations of the piles and caissons show that, in placing eight of the sixty piles and caissons, plaintiff actually placed 46.0 linear feet of 18" piles, as against an assumed total of 286.05 linear feet. Plaintiff then argues that, applying the “additions and deductions” clause, $2,-880.60 (240.05 linear feet at $12.00/ft.) should be deducted from the contract price of $18,732. Applying the same process to the 24" piles, the 30" caissons, and the 48" caissons, 5 plaintiff concludes that a total deduction of $6,-666.20 (not $5,801.90 as alleged in the complaint) is to be subtracted from the contract price, leaving a balance of $12,-065.80 due it for placing eight of the sixty piles and caissons. The defendant, on the other hand, asserts that the “additions and deductions” clause of the subcontract does not apply to the elimination of the piles and caissons in the “By-pass and Effluent Channel”, and contends that the plaintiff should only receive the reasonable value of the eight of the sixty piles and caissons actually placed.

Our main assistance in interpreting the “additions and deductions” clause of the subcontract is found in the underlying prime contract, the applicable terms of which were incorporated into the subcontract. The blank proposal form, which is part of the prime contract, states in part:

“The work has been divided into two groups of items, Group I contains Items 1 through 7, inclusive, for constructing the various structures, roads, etc. The work involved in each item is mentioned briefly in the Proposal and described more fully in the Detailed Specifications. For most items there is a corresponding alternate. For example, Item 2A is an alternate to Item 2. It is not intended that the contract, as awarded, will include both an item and the corresponding alternate item. A lump-sum price is to be bid for each item. Each such lump-sum price shall include all work which would be necessary to build the item complete (including earth and rock excavation, cast-in-place concrete piles, and concrete-fdled caissons) as indicated on the drawings or specified, on the assumption that rock and hardpan will actually be found as indicated on the drawings.
“Group II includes Items 8a through 19. These items provide compensation for doing certain types of work of presently undetermined necessity, and also provide convenient means of adjustment of compensation should the quantities of certain classes of work vary from those on which bids are to be based. Under Items 8a to 8g, inclusive, the bidder shall bid unit prices for such adjustment of compensation for cast-in-place concrete piles and con- *66 cret'e-filled caissons; * * *. The adjustment prices are NOT applicable to entire items in GROUP I, which may be included or omitted.” (Emphasis in contract.)

This is followed by the proposal which is also a part of the prime contract. Prefacing the unit prices of the Group II items, the proposal states in part:

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Cite This Page — Counsel Stack

Bluebook (online)
210 F.2d 62, 1954 U.S. App. LEXIS 2404, Counsel Stack Legal Research, https://law.counselstack.com/opinion/f-h-mcgraw-co-v-new-england-foundation-co-inc-ca1-1954.