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����^� <br /> ~`"� <br /> ^'» � <br /> Page 2 <br /> Joseph L. Nassif, A|A <br /> July 28, 1982 <br /> 3. Equipment to remove footing excavated material <br /> from the building (the actual excavation is not <br /> included): 92.00 <br /> 4, Labor to operate equipment listed in Item no. 3: *9,00 <br /> 5. Truck and loader to haul material removed from <br /> building listed in Items no. 1-4, 300.00 <br /> 6. Equipment to haul granular material into building, <br /> spread material around foundation and compact <br /> to requirements set by Froehling & Robertson, Inc.: 1,026.60 <br /> 7. Labor to operate equipment listed in Item no. 6: 1,710.00 <br /> 8, Granular material (Chapel Hill gravel) delivered <br /> to job site: 1,140.00 <br /> 9. General Conditions: 2`8UO,0O°^- <br /> / <br /> l0. N. C. Sales Tax: 86,00 <br /> ll. Labor Overhead: 660.00 <br /> Sub-total $ 7,986.00 <br /> 10% Profit & Overhead . 799.00 <br /> Total Amount of This Proposal $ 8,786.00 <br /> When this project was quoted, it was agreed that all interior footings <br /> would be installed 2/-0" below finish f>vnr. This proposal was prepared <br /> according to that ao,eement, <br /> Please note that all work on this project has been stopped until a <br /> decision has been made on the procedure to correct the soil problem and <br /> a change order to our contract is prepared to cover this cost. We trust <br /> that a decision can be made promptly to prevent any additional delays to <br /> this project. <br /> If you have any questions concerning the above, please feel free to <br /> call me. <br /> Yours very truly, <br /> SECURITY BUILDING COMPANY, INC. <br /> 4.11-4-D\41.-"T; <br /> Ward L. Setzer <br /> Vice President <br /> Manager, Commercial Div. <br /> WLS/bjh <br />