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Tuesday, :une 19th., 1928.. <br />115 <br />• <br />• <br />• <br />0 <br />Tabulation of bids -for the xavement 'bf Pulaski Street from Dunham `'tr'e <br />to am -le 8treet under Improvement ilesolution No.2059. <br />Albert -Dons t. Oo. Williston Const. 00 Re ith ni ley Go. C. H. Eldred,; <br />sheet asrhalt 5jI6I60 5,24390 5,325.20 j, <br />asrl concrete 4,90060 4999760 <br />concrete <br />49833,00 <br />i <br />Bids having been received for. the pavement of.. Johnson .6treet from S 'i <br />Vassar Avenue to Elwood Avenue under Improvement Resolution No,,2033, the Board this <br />I9th., day of June, 1928, hereby makes a preliminary order for sheet asphalt heavy <br />traffic pavement as the type of xavement with which said street shall be improved <br />and sets the 3rd. , day of July 1928, as the time when said Board shall either act on i <br />petitions for a change of the type of ravement specified in the preliminary order,: <br />award the contract or reject all bids. I <br />Bids having been received for the pavement on Adams Street from <br />Lincoln 'Yay 'rest to north line of Humbolt street under Improvement -aesolution No. { <br />2027, the Board this I9th. , dey of June, I928, hereby makes a preliminary order for <br />concrete pavement heavy traffic as the type of pavement with which said street shall <br />be improved and sets 3rd., day of July, 1928, as the time when said Board shall either !! <br />act on petition for a change of the tyre of pavement specified in the preliminary ordeal <br />award the contract or reject all bids. <br />Bids having been received for the pavement on Pulaski Street from <br />Dunham 6treet to Sample 8treet under Improvement Resolution No.2059, the Board this 19 <br />day of June, 1928, hereby makes a preliminary order for sheet asphalt light traffic <br />pavement as the tyre of pavement with which said street shall be improved and sets the <br />3rd. day of July, I928, as the time when said Board shall either pass on petitions <br />for a change of the type of pavement specified in the preliminary order, award the <br />contract .or reject all bids. <br />S This being the date s et,b ids were received, onenedand read for the <br />pavement of Street in Lincoln aor 3rd. , Addition under Improvement ` esolution No.208I <br />Albert Co. <br />concrete walk <br />.20 <br />concrete curb <br />.50 <br />marginal curb <br />.40 <br />grading <br />I.00 <br />sheet asphalt <br />2.49 <br />manhole, curb and <br />cover 75.00 <br />storm water inlets <br />I2,50 <br />reset inlets <br />3.00 <br />reset m. h. c. <br />3.00 <br />water coon. l.s. <br />29.00 <br />water coon. s. s. <br />22.00 <br />6 inch pipe <br />I.00 <br />8 inch pipe <br />I.00 <br />15 inch pipe <br />3.00 <br />12 inch pipe <br />2.70 <br />Williston Uo. Reith `tiley moo- <br />.20 <br />.50 <br />.50 <br />.40 <br />.40 <br />I.05 <br />I100 <br />2.52 <br />2.54 <br />85.00 <br />90.00 <br />I2.50 <br />12.50 <br />3.00 <br />3.00 <br />3.00 <br />3.00 <br />28.00 <br />29.50 <br />22.00 <br />22.00 <br />I.00 <br />I.00 <br />I.00 <br />I.00 <br />3.15 <br />2.90 <br />2.82 <br />2.65 <br />This being the date set, bids tree received, opened and read for the <br />pavement and sewer improveT�-provein Summit Place i fth Addition under Improvement Resbl <br />Lion No.n078: <br />concrete walk <br />concrete curb <br />grading <br />12 inch pipe <br />15 inch pipe <br />concrete mvement <br />storm water inlets <br />reset inlets & A.H.C. <br />water co nn. 1. s. <br />water c onn. s. s. <br />6 inch pine <br />8 inch pi pe <br />manhele s complete <br />V�illisio�n Oo. <br />.25 <br />.50 <br />.75 <br />I.95 <br />2.25 <br />2925 <br />I2.50 <br />3.00 <br />28.00 <br />22.00 <br />.80 <br />.90 <br />85.00 <br />Tarry N. Barnes <br />.20 <br />.45 <br />. 7 <br />I.60 <br />2.25 <br />2.28 <br />I0.00 <br />3.00 <br />26.00 <br />2I.00 <br />.80 <br />.80 <br />80.00 <br />Standard C ons t. Co. <br />.20 <br />.50 <br />.75 <br />2.15. <br />2.50 <br />2.25 <br />I2.00 <br />3.00 <br />29.00 <br />23.00 <br />.95 <br />.80 <br />85.00 <br />