Dunbar & Sullivan Dredging Co. v. State

259 A.D. 440, 20 N.Y.S.2d 127, 1940 N.Y. App. Div. LEXIS 6168
Appellate Division of the Supreme Court of the State of New York·Decided May 8, 1940·No. Claim No. 25371·Published·Cited by 7 cases

Opinion

Dowling, J.

On July 17, 1936, the State, by its chief engineer of the State Department of Public Works, entered into a contract with the Dunbar & Sullivan Dredging Company of Detroit, Mich., for excavating in the Barge Canal from Lock No. 2 at Fulton to Lock No. 5 at Minetto, Oswego county, N. Y., being Contract U. S. 14. The estimated amount of excavation under the contract was 541,000 cubic yards of which approximately 207,000 cubic yards was ledge rock. The contract was an area contract and the bids were unclassified. The State agreed to pay for the excavation the sum of $1,919,640. The Dunbar & Sullivan Dredging Company agreed to supply all material, labor and machinery required for a faithful and speedy performance of the work.

The contract provided: “ The work to be commenced promptly, progressed with diligence, in the order directed and under the supervision of the Chief Engineer, Department of Public Works, and in accordance with the drawings and specifications prepared by the Chief Engineer, Department of Public Works, and to be fully completed on or before December 1, 1938 * * *. It is understood and agreed that all the terms, provisions, conditions and obligations set forth in this Agreement, the Proposal, the General Requirements, the Drawings and Specifications, constitute a part of this contract, and are to have the same force and effect as if set forth specifically and at length herein.”

The specifications provided in part:

All proposals will be held to have been made with full knowledge of conditions and requirements. The Contractor will be held to have visited the premises prior to the time of submitting bids and to have appraised conditions under which the contract is to be executed.”
Contractor will be paid in monthly approximate estimates, a sum not to exceed ninety per cent of the value of the work performed as so certified by the Engineer except as provided in paragraph 2.100.”
“ The Department of Public Works, subject to the approval of the Division Engineer, North Atlantic Division, U. S. Army reserves the right until the final completion and acceptance of the work, to make such additions to or deductions from such work or changes in the drawings and specifications covering the work as may be necessary and the contract shall not be invalidated thereby; [442] and the contractor shall do and complete the work in accordance with such additions to or deductions from or changes in the drawings and specifications and no claim shall be made by the contractor for any loss of profits because of any such change or by reason of any variation between the quantities of the approximate estimate and the quantities of the work as done * * (§ 1.32.)
“No claim shall be made against the State because the estimate, tests or representations of any kind affecting the work made by any officer or agent of the State, may prove to be in any respect erroneous.” (§ 1.33.)

The State prepared the plans and specifications from soundings it had taken in 1935. The contract drawings consisted of sheets 1 to 29, inclusive. . I j

The contractor entered upon the performance of the contract and completed it within the required time, to the satisfaction of the State. The contractor received final payment on the 13th of September, 1938. The contractor executed a form receipt on that occasion containing the following reservation: “ We reserve the right to file a claim for quantities in Section 1 of Contract V. S. 14 Barge Canal Improvement.”

The contract consisted of nine separate sections or subdivisions. But the excavation for each section or subdivision comprised only an item in the contract. (Sheet 1 — Information for Proposers.) There is no dispute as to any of the items except item No. 1, section No. 1, Lock 2 to Lock 3. The contract involved the deepening of the canal from twelve to fourteen feet with a foot tolerance. Sheet No. 3 of the plans depicts the dispute before us. Section 1, on sheet 3, under the heading “ Earth Cubic Yards,” indicates that there were 24,294 cubic yards of earth to be excavated in that section. In the center of sheet No. 3, marked with an asterisk, is the following notation: “ This quantity will be reduced approximately 10,000 cu. yds. because of maintenance dredging by the State between locks 2 and 3, Fulton, before contract work is executed in this section.” Sheet 3 was prepared on or before March 23, 1936. It is well to keep this date in mind because the contract was not let until July, 1936. • 1

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Dunbar & Sullivan Dredging Co. v. State, 259 A.D. 440, 20 N.Y.S.2d 127, 1940 N.Y. App. Div. LEXIS 6168 (N.Y. Ct. App. 1940).

259 A.D. 440 (Dunbar & Sullivan Dredging Co. v. State) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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