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.27 <br />I <br />iffl=WS STREET. <br />Etpban%ment <br />cement curb <br />Cement walk <br />Brick pavement relaid <br />manholes ,raised <br />Inlets reset_ <br />New Inlets: <br />8 inch -pipe sewer <br />Planking' <br />Walls . <br />Ra 11 ink <br />Engineering and c ent ingenc ies 10% <br />TUTT STREET <br />Embankment <br />Cement curb <br />Cement walk, <br />Brick pavement relaid <br />Walls <br />Railing ° <br />Engineering and a ent ingenc ies 10% <br />ANGLE STREET. <br />Embankment ° <br />8 inch sewer Pipe . <br />Walls <br />Inlets new <br />Manholes, rebuilt <br />Inlets new <br />Railing <br />Eng ineer`ing and a entdngenc ies 16% <br />MICHIGAN STREET. <br />Ezcavat fen <br />Curb and gutter <br />Cement curb <br />Pavement <br />30" X 48 * brick sewer- <br />8 inch sewer pipe ° <br />Square inlets. <br />New inlets ° <br />Inlets reset <br />2 Manholes <br />Manhole reset <br />Lowering - water mains and services <br />Eng ineer ing and c ent ingenc ies 10% <br />BRONSON.STREET. <br />Excavation <br />Curb and gutter <br />Cement walk <br />Pavement <br />Square inlets <br />8 jach pipe sewer <br />12 inch.pipe sewer <br />1 manhole <br />Lowering water mains and services <br />-Engineering and cent ingenc ies 10% <br />'1456 cu. yds. at 1.00 per cu. yd. 1,456.00 <br />651 <br />tin. ft. at .30 per tin. ft. <br />195.50 <br />°3160 <br />sq. ft. <br />at .15 per sq. ft. <br />474.00 <br />933 <br />sq• yds. <br />at 1.50 per sq. yd. <br />1,399.50 <br />111 lin. ft. <br />at 5.60 per lin ft. <br />57.50 <br />4 <br />at.2.00 <br />each <br />8.00 <br />1 <br />at 10.00 <br />10.00 <br />28 <br />lin. ft. <br />at .80 per lin ft. <br />22.40 <br />6225 <br />B.F. at <br />40.00 <br />249.00 <br />3888 <br />cu. ft. <br />at .40 per ft. <br />1,555.20 <br />394 <br />lin. ft <br />at ' 1. 50 per lin ft. <br />"9 <br />00 <br />591.00 <br />60017.90 <br />602.IQ <br />,224.3 cu, yds. at 1.00 per cu. yd. $ 224.30 <br />.175. <br />1 n. ft. <br />at .30 pr lin ft. <br />52.50 <br />° 475. <br />sq-41 ft. <br />at .15 per sq. ft. <br />_ 71.25 <br />° 285. <br />sq. yds. <br />at 1.50-per sq. yd. <br />427.50 <br />909 <br />cu. ft. at .40 per cu. ft. <br />363.60 <br />75. <br />lin. ft. <br />at 1.50, per tin ft._� <br />112•.5,0 <br />1, 251.65 <br />I`, 380.00 <br />243 cu. yds. at 1.00 per cu. yd. 243.00 <br />135 <br />lin. <br />ft. <br />at 1,00 per lin. ft. <br />135.00 <br />1573 <br />cu. <br />ft. <br />at .46 per cu. ft. <br />629.20 <br />28 <br />lin. <br />ft. <br />at .80 per lin ft. <br />22.40 <br />6 <br />lin. <br />feet <br />at 5.00 per lin ft. <br />.30.00 . <br />2 <br />at 10.00 <br />each <br />20.00 <br />140 <br />lin. <br />ft.-at <br />1.50 per lin ft. <br />210_4_9___ <br />411, 209. <br />. <br />130.40 <br />1, 420. 00 <br />11650 cu. yds. at .75 per cu. yd. 8,737.50 <br />1730 1 in. ft. at .60 per lin ft. <br />10600 sq. ft. at .15 per sq. ft. 19590.00 <br />6000 sq. yds. at 2.50 per sq. yd. 15.000.00 <br />250.1in ft. at 10.00 per jtn . 5,000.00 <br />490 tin ft. at .80 per lin ft. 392.00 <br />9 at 15.00_each 135.00 <br />6 at 10.00 each 60.04 <br />3 at 2.00 each 6.00 <br />18 lin. ft. at 5.00 per lin. ft. 90.00 <br />1 at 10.00 10.00 <br />1.381.00 <br />433* 439. 50 .r <br />1.3 0 <br />036#780-00 <br />'5513 cu. yde. at .75 per cu. yd. $4,134.75 <br />1393 <br />lin. <br />ft. <br />at .60 per lin ft. <br />835.80 <br />8666 <br />sq. <br />ft. <br />at .15 per sq. ft. <br />110299.90 <br />2152 <br />sq. <br />yds. <br />at 2.50 per sq. yd. <br />5,,380.00 <br />6 <br />at 15.00 <br />each <br />90.00 <br />120 <br />lin. <br />ft <br />at .80 per lin ft. <br />96.00 <br />250 <br />lin. <br />ft. <br />at 1.50 per lin ft. <br />375.00 <br />7 <br />tin <br />ft. <br />at 1.50 per lin ft. <br />35.00 <br />*13,176.20 <br />1. 323, §8O <br />014,500.00 <br />