212 A.D. 197 | N.Y. App. Div. | 1925
The claimant, in the year 1919, entered into a contract with the State of New York whereby it agreed to resurface four and ninety-three one-hundredths miles of a highway, known as the Delhi-Middletown county highway, in the county of Delaware. The claimant performed its contract and received a sum of money representing the contract total as modified by a supplemental agreement. It then filed this claim for a sum of money in excess of the contract total as modified. The claimant demands a recovery for damages alleged to have been caused by the resurfacing of the highway in halves. It also demands a recovery for the value of materials furnished in excess of quantities estimated, based upon the unit prices of the contract. The Court of Claims, after a trial, dismissed the claim.
The contract consisted in part of an “ itemized proposal.” This paper embodies a schedule having four columns. The first column is entitled “ approximate quantities,” the second, “ items with unit bid price written in words; ” the third, “ unit bid price ” the fourth, “ amount bid.” Proposals were furnished by the State to all bidders. All the matter contained in the proposals, when complete, was set forth in print and was uniform, except the prices bid, which were inserted by bidders in typewriting. The furnishing of fifteen separate items of material was called for. The material was inclusive of the labor required to place it on the job. Claimant’s proposal in the matter of stone for the sub-base or foundation course, in the first column under the- heading “ Approximate Quantities,” set forth the typewritten figure 2,000. In the second column, under the heading “ Items with Unit bid price written in words,” it set forth the printed words “ cubic yards foundation course, field or quarry stone, for,” followed by the typewritten words “ three and 60 /100 Dollars,” followed by the printed words “ per cubic yard.” In the third column, entitled “Unit bid price,” it set forth the typewritten figure “ 3.60.” In the fourth column, entitled “ Amount bid,” it set forth the printed figure “ 7200.00.” Bids for the remaining items, varying as to material and price, were made in a similar manner. In each case there were typewritten figures for the unit prices bid and the lump sum bid. Figures for the latter, appearing in the fourth column, were followed, at its foot, by the figure “ 49315.10,” over against which appeared the printed words “ Total or gross sum bid.” Each minor total was the mathematical product of the figure appearing under “ Approximate quantities ” multiplied by the figure appearing
The correctness of the conclusion thus arrived at is made more certain by other provisions of the contract. Thus the “ Information for Bidders,” which formed an essential part of the contract, contained the following: “ Attention also is called to the uncertainty in the quantities of many of the items involved in this contract. The quantities of excavation, sub-bottom course, etc., are specially subject to such uncertainties. Generally the intention has been to estimate all quantities liberally.” Self-evidently, the nature of the soil underneath a road to be improved, as revealed by actual work upon the road, will variously determine the amount of sub-base required. Therefore, it is essential, in such a contract as this, that the sub-base be contracted for at unit prices. The itemized proposal contained the following: “ The undersigned further agrees to accept the aforesaid ' unit bid ’ prices in compensation for any additions or deductions caused by variation in quantities due to more accurate measurements, or by any changes or alterations in the plans or specifications of the work.” The paper entitled “Contract Agreement” contained the following: “ The State, however, reserves the right to make such additions, deductions or changes as it deems necessary, making an allowance or deduction therefor at the prices named in the proposal for this work, and this contract shall in no way be invalidated thereby.”
The State contends that the claimant may not have a recovery for quantities in excess of the quantities, classed as “ approximate ” in the itemized proposal, for the reason that no supplemental contract therefor, in compliance with section 130 of the Highway Law, was executed. That section provides: “If a supplemental contract be executed by the Commission for the performance of work or furnishing of material not provided for in the original contract, the amount to be charged thereunder for any such work
The contract obligation assumed originally by the claimant was of a two-fold nature. (1) The claimant promised absolutely to construct the specified road. (2) It promised conditionally to construct a different road at unit prices if so -directed. This was in truth an irrevocable offer to make a new contract at the option of the State. Claimant would not have been bound, however, to perform under this offer, a new obligation, directed to be performed, unless the State itself was bound. The statutes cited provide that the State is not bound upon a new obligation unless a supplemental contract in writing is signed by the officers named therein. If, therefore, the claimant had received oral orders to build a road other than the contract road, without the tender of a new contract already executed, it might rightly have stopped all work, and self-preservation .would have required it so to stop. Certainly it could not have been bound to build if the State had not been bound to pay. Now, a supplemental contract, in the case of a county highway, must be executed by the State Commissioner, by the chairman of the county board of supervisors, and the district or county superintendent. It must also be executed by the Comptroller of the State. If an original contract be changed, then the contractor must suspend work until all such officials have signed, or run the risk of doing work for which the State will never pay or be obligated to pay. Months, if not years, might elapse, before the county board of supervisors authorized its chairman to sign, or that board might, at will, refuse to grant the authority. Meanwhile the road would be hung up. Meanwhile, if the delay became unreasonable, the contractor might justifiably throw up his original contract and sue for a breach. It is not in the interest
The claim for excess quantities was three-fold. (1) A claim for excess quantities of stone supplied for the top course. The contract called for a top course of three sizes of broken stone, dressed with a bituminous material, rolled to make a three-inch course. Self-evidently, it would be impossible to place loose stone upon a road with such accuracy that, when impacted by a roller and dressed with tar, it would make a three-inch course, no more, no less, not even by a shade. ' The duty was imposed, in this case, upon the engineer in charge, not to alter the contract, but to secure its execution. If under his direction stone had been laid to a depth which, upon rolling, made a top course thicker than three inches, by the fraction of an inch, we would say that the contract had not been altered, that no supplemental contract was necessary, and that the claimant was entitled to pay for the excess stone at unit prices. The difficulty with this branch of the claim is that the trier of fact, upon satisfactory proof, has determined that the completed top course was only three inches thick. That being so, there were no excess quantities. (2) A claim for additional stone for top course made necessary by building the road in halves. It seems that in such a method of building the rollers used must repeatedly travel the same path. As the outside wheels are heavier than the inside greater impaction occurs upon the edges than in the center. Therefore, more stone has to be laid to get the correct incline. Nevertheless, the top course, when completed, does not show a greater cubic content of laid stone. In this case, the top course did not show excess quantities. The laying of excessive loose stone was due to building the road in halves. That, however,, as we have held, was the claimant’s contract duty. (3) A claim for additional sub-base. We think that the claimant, in respect to this claim, is right. The contract did not specify the depth to which the sub-base was to be laid. It merely called for a “ foundation course field or quarry stone ” “as directed by the engineer.” Confessedly the claimant performed its contract according to its terms. Necessarily, then, it must have laid the sub-base “ as directed by the engineer.” It is agreed that it placed more stone for sub-base than the quantities estimated. For the excess it is entitled to payment. We cannot upon this record satisfactorily determine the excess yardage provided.
The judgment should be reversed and a new trial granted, with costs to abide the event.
All concur.
Judgment reversed on the law and facts and new trial granted, with costs to the appellant to abide the event. The court disapproves of finding of fact No. 9.