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01.1 <br />7 <br />I <br />11 <br />ITEM 5. For all cement concrete in COLUMN FOTTINGS, the sum of Twelve Seventy Five <br />($12.75) dollars per cubic yard. <br />ITEM 6. For all cement concrete in COLUMNS, including all work incidental thereto, <br />excepting steel reinforcement, the sum of Fifteen dollars seventy five ($15.75) dollars <br />IS per cubic yard. <br />ITEM 7. For all °GUNITE" in the lining of reservoir, and in the curb and base thereof, <br />including all incidental work thereto, but excepting steel reinforcement, the sum of <br />Fourteen dollars and thirty cents ($14.30) dollars per cubic yard. <br />0 <br />1 <br />11 <br />ig <br />ITEM 8. For all "GUNITE" in GUTTER, including all i cidental work but excepting steel <br />reinforcement, the sum of Fifteen hundred. 4 o 7 <br />ITEM 9. For all STEEL REINFORCEMENT in place complete, the sum of Five ($0.05) cents per <br />Pound. <br />ITEM 10. For the ROOF complete, liicluding all incidental work and materials required, <br />the sum of Five thousand seven hundred and fiftv,($5750.00) dollars. <br />Other bidders on Reservoir No. 3 are as follows: <br />Specification #1 <br />1. W. 0: Tyson <br />2. John D. Carlson $25;912.43 <br />3. W. E. Lyons 23,699.38 <br />11}} Chrl N. Swenson 23,919.24 <br />5. Chas. L. Harney <br />6. <br />S.J.ober <br />Sjoberg <br />27,296.84 <br />7. <br />H. C. Vensano & Co <br />— <br />9. <br />G. A. Graham <br />22,471:45 <br />9. <br />MacDonald & Kahn <br />29,039.27 <br />10. <br />Lee J. Immel <br />24,491.53 <br />11. <br />Clinton Stephenson Co <br />29,64.g312. <br />B. A. Rowkins & Cc <br />27,994.09 <br />13. <br />G. W. Williams Cc <br />29,103.33 <br />14. <br />Neves & Harp <br />24,2 9.29 <br />15. <br />Leo Epp <br />24,519.80 <br />16. <br />American Concrete Pipe Cc <br />28,226.94 <br />17. <br />Bundesen & Lauritzen <br />— <br />19. <br />Western Motor Transfer Inc <br />-- <br />Adjournment. <br />City erk' <br />DOD <br />Specification #2 <br />$20,167.97 <br />21,443.74 <br />21,126.33 <br />2o,635.25 <br />23,476.70 <br />22.239.95 <br />31,964.59 <br />19.277.53 <br />23,444.99 <br />20.9o4.4o <br />24 031-92 <br />22.044.26 <br />22,129.93 <br />19.956.64 <br />21,123.20 <br />23.735.35 <br />22.313.99 <br />26.881+.31 <br />