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352 <br />reletting to another Contractor. This will result in a <br />substantial delay due to the necessity of•preparing new <br />contract documents, advertising for bids, receipt of <br />bids, approval of award of contract and execution of con- <br />tract, and the necessary loss of time both in securing P.W.A. <br />approval of such procedure and in the new Contractor getting <br />started at high speed. <br />Frequently suen procedure involves litigation. <br />The damage suffered by the Town due to lack of progress <br />in the case of this contract consists principally of the <br />additional cost of inspection and the possibility of loss <br />of a portion of the grant if the work is not completed by <br />the date set for the completion of the entire North Lex- <br />ington sewerage project, which we understand to be October <br />2, 1939. It is not clear that the actual time of completion <br />would be shortened by readvertising. <br />It is our opinion that the defective workmanship here- <br />tofore performed can be made good by adhering to the <br />instructions which we have given the Contractor in writing, <br />at no additonal cost to the Town. The same is true for any <br />subsequent defective workmanship which may develop. <br />Conclusion._ It is our opinion that the interests <br />of the own are best served by continuing the present <br />contract. <br />We are, of course, making strong representations to <br />the Contractor, regarding the conduct of his work. <br />Very truly yours, <br />METCALF & EDDY <br />HPE,Jr./C. By - Harrison. P. Eddy, Jr, n <br />Mr. Eddy said that he had talked with his inspector <br />and had had a -conference with the partners and this con- <br />clusion was reached after three hours of consideration. <br />He did not believe that Mr. Street was of the same mind. <br />Mr. Rowse asked what answer the engineers had from <br />Rounds relative to the poor concrete poured. Mr. Eddy <br />said that Rounds had made no reply. Rounds wrote a letter <br />to them outlihing his reasons for the poor concrete, his <br />reason being that their inspector was interfering with the <br />measurement of water in the mixture and the others were <br />technical reasons. Metcalf & Eddy got a report from <br />Skinner and Sherman this morning on the strength of the <br />concrete. It is good concrete but the engineers complained <br />about the method of pouring it and leaving of voids. <br />Instead of using the cement gun as called for by the contract, <br />