Amadeus, Inc. v. State

55 Misc. 2d 27, 284 N.Y.S.2d 620, 1967 N.Y. Misc. LEXIS 1089
New York Court of Claims·Decided November 15, 1967·No. Claim No. 43997·Published·Cited by 2 cases

Opinion

Dorothea E. Donaldson, J.

Amadeus, Inc. and the State of New York entered into Contract Con-H-48C on June 21, 1960 for the construction of water and sewage plants at the Lake Welch Recreational Area, Harriman State Park, Rockland County, New York. The completion date was to be on or before December 23, 1960.

On June 29, 1964 this claim was filed alleging three causes of action; the first cause of action was predicated upon a breach of contract; the second was based on extra work which was alleged to be outside the contract requirements; the third cause of action was pleaded as an alternative to the first and second causes. The second cause of action enumerated 54 separate items alleging additional work plus extra payment for labor, material, supervision, overhead and profit, etc. The third cause claimed reasonable value for all the work performed contending that the State, having breached its contract, was liable in quantum mendt.

The State requested that, in the event of an award to claimant, liquidated damages be assessed pursuant to the contract.

The defendant maintained that the contract provisions relating to notice and protest and force-account records, combined [29] with claimant’s failure to properly comply therewith, relieved it from liability.

The proposal and contract comprised 82 pages. On the title page was printed the contract number, the phrase “ Contract Documents for the Construction of” and the time and place for the opening of the proposals. The second page stated, ‘1 Contract and Specifications ”, “ Including: Definitions of Terms, Instructions to Bidders and Proposal Requirements, Award and Execution of Contract, Estimates and Payment, Proposal or Bid Contract, Description of Contract Bond, General Conditions, Special Conditions, Detail Specifications.” Other documents necessary in the determination of liability were the State Architect’s Standard Specifications (hereinafter referred to as S.A.S.) and the Public Works Specifications (hereinafter referred to as P.W.S.). Claimant contended that although the work performed at the request of the engineers associated with the job was within the requirements of the contract, the S.A.S. and P.W.S. were not so incorporated within the contract provisions as to prescribe what procedures were necessary to establish a claim for disputed work.

Incorporated in the definitions of terms on Page 2 of the contract was: ‘ ‘ The agreement covering the performance of the work, and the furnishing of materials in the construction of the project. It shall include the Proposal, Instructions to Bidders, Proposal Requirements, Plans or Drawings, Specifications, Contract Bond, and any and all supplemental agreements which may be subsequently entered into to complete the project.”

It will be noted that the two specifications referred to are not included, nor mentioned in any other definition. That paragraph purporting to define the term “ Specifications ” read as follows: ‘ ‘ The body of directions, requirements, etc., contained in this document, together with all documents of any description, and agreements made (or to be made), pertaining to the methods, (or manner) of performing the work, or the quantities and quality (as shown by test records) of accepted materials to be furnished under this contract. Specifications shall also include the notice to bidders, proposal, contract agreement and bond. ’ ’

Under the general conditions of the contract and its specifications, article 15 thereof provided for additions, deductions and deviations. Part A of that article stated that if the contractor was to do additional work as ordered in writing by the engineer where the work was of such a nature that it was already included and itemized in the proposal, the cost to the State would be the cost as shown in the proposal. Any work that was not included [30] in the contract would he done as extra work; the price was to he agreed upon prior to the actual performance. The workers and the equipment to be used were to be agreed upon between the parties before the, commencement of the work and other provisions relating to materials and machinery, trucks and equipment were to be incorporated therein. This agreement was to be in- writing and approved by the engineer. The contract continued that, where the sum could not be agreed upon by the parties or where the method of payment was not practical, the extra work was to be done on a “Force-Account” basis. Part B of article 15 provided for the manner of payment of force-account work. All claims for extra work were to be submitted to the engineer by the 20th day of the month following the month in which the work was actually performed. No requirements concerning notice or protest were stated. No reference was made for forfeiture but if the contractor was unable to or refused to comply with the article, the engineer had the option to withhold payment until such defect was cured.

Article 27 provided that the contract could be nullified upon the engineer’s decision that the contractor had willfully violated, or had failed to furnish an adequate plant or number of workmen, to prosecute the work diligently, to comply with the progress schedule, or had unnecessarily delayed the work or without consent assigned a subletting of the contract. Upon that decision by the engineer, the security could be forfeited and the construction materials delivered to the site could become the commission’s property. This article also provided for notice to the contractor of the engineer’s intention to declare the contract null and void and to demand that the contractor show cause why this action should not be taken.

The executed contract repeated the foregoing. Added to the proposal and contract were the bond provisions and the contract specifications and description, the latter enumerated the items to be accomplished. . In section 5, the standards of performance to be followed were listed including the S.A.S. and P.W.S. All work, materials and methods were to be in accordance with the specifications issued by the State of New York Division of Architecture. The next sections included general specifications and contained directions to the contractor; e.g., section 19 — Carpentry, stated, “follow S.A.S. (State Architect’s Specifications) as it applies to this work ”.

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Amadeus, Inc. v. State, 55 Misc. 2d 27, 284 N.Y.S.2d 620, 1967 N.Y. Misc. LEXIS 1089 (N.Y. Super. Ct. 1967).

55 Misc. 2d 27 (Amadeus, Inc. v. State) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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