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40 <br />HURON STREET. <br />Embankment <br />178 <br />cu. yds. <br />at 1.00 per cu. yd. <br />$ 178.00 <br />Curb <br />Cement walk <br />160 <br />400 <br />tin. ft- <br />sq.�ft. <br />at .30 per tin ft. <br />at <br />48.00 <br />yall:s <br />364 <br />cu., ft. <br />.15 per sq. ft. <br />at .40 per cu. ft. <br />6o.o0 <br />145.6o <br />Railing <br />65 <br />1 iA. ft. <br />at 1.50 per tin ft. <br />97.50 <br />Eng ineer ing and <br />c vnt ingeen ies 10 <br />_ <br />529.10 <br />- . nA <br />. <br />$ <br />580.00 <br />HANGOCK STREET. <br />Embankment <br />270 <br />cu. yds. <br />at 1,00 per cu. yd. <br />$ <br />270.00 <br />Cement curb <br />260 <br />lin ft. <br />at .30 per l in ft.. <br />78.00 <br />Cement walk <br />MaYlp <br />• 1170.sq. <br />ft. <br />at .15 per sq. ft. <br />175.50 <br />fail ing <br />2206 <br />110 <br />cu, ft. at .40 per cu. ft. <br />linear feet at 1.50 per tin <br />ft. <br />880.00 <br />.165.'00 <br />.Engineering and <br />a ont fngenc ies 1�0% <br />$'1,568 <br />50 <br />161.50 <br />$ 1,730:00 <br />DIVISION STREET. ° <br />Esnbs nkment <br />1774 <br />cu, <br />yds. <br />at 1.00 p r cu. yd. <br />Brick pavement relaid <br />1574 <br />sq. <br />yds. <br />at 1.50 per sq. yd. <br />Cemment _ curb <br />744 <br />1 in. <br />ft. <br />at .30 pr lin ft. <br />Bement walk <br />3279 <br />sq. <br />ft. <br />at .15 p-r wq. ft. <br />Walla <br />Planking <br />2621 <br />21000 <br />cu. <br />B.F. <br />ft. <br />at <br />at AD per nuu uft. <br />40.00 • <br />8 inch pipe sewer <br />• 5{ . <br />lln <br />ft. <br />at .80 per lin ft. <br />Inlets reset <br />4 <br />at 2.00 <br />each <br />1 manhole reset <br />2 <br />1in. <br />ft. <br />at 5.00 per lin ft. <br />Inlets <br />1 <br />at 10.00 <br />Railing <br />. <br />375 <br />tin. <br />e <br />ft. <br />at 1.50 per lin ft. <br />Eng ineer ing and c ont ingenc ies <br />10% <br />WALNUT STREET DIVISION STREET NORTH. <br />Embankment <br />Brick pavement relaid <br />Cement curb ° <br />Cement walk <br />Walls <br />1 manhole reset <br />Railing <br />. Engineering and Conti ingenc ies lO% <br />CHERRY STREET. <br />.Embankment <br />'Cement walk <br />Planking <br />Cement curb <br />174 cud. yds. at 1.00° per sq. yd. <br />254 sq. yds. at 1.50 per sq. yd. <br />`190 lin. ft. at .30 per lin ft. <br />950 sq. ft. at .15 per sq. ft. <br />894 cu. ft. at .40 per cu. ft. <br />2 lin. ft. at 5.00 per lin ft. <br />120 lin. ft at 1.50 per lin ft. <br />61 cu. yds.-at A.00 per cu. yd. <br />420 sq. ft. at .15 per sq. ft. <br />5600 B.F. at 40.00 <br />100 lin. ft. at .30 per lin. ft. <br />Eng ineer ing and c ont ingenc iesg 10% <br />ALLEY SOUTH OF S012 STREET kICHIGAN STREET EAST <br />Excavation 58 cu: yds. at .75 per cu. yd. <br />Engineering and c ont ingenc iess 10% <br />ALL SY SOUTH OF SOUTH STREET UICH <br />Eccava,t ion <br />Eng ineer ing and contingencies 16% <br />ALLEY EAST OF UICHIGAN STREET' BRO <br />Bxe &vat ion <br />Engineering and c ont ingenc ies 10% <br />IGAN STREET WEST. <br />47 eu, yfs. at .75 per cu. yd. <br />NSON STREET NORTH. <br />117 cp, yds. at .75 per cu. yd. <br />$ 1,774.0o <br />2, 361.00 <br />223.20 <br />491.85 <br />1048.40 <br />840.0o <br />40.00 <br />8.00 <br />10.00 <br />10.00 <br />7068.95 <br />---- MI. 15 <br />89100.10 <br />174.00 <br />381.00 <br />57.00 <br />142.5.0 <br />273. 00 <br />10.00 <br />180.00 <br />flv217-50 <br />122.50 <br />41,340.00 <br />61.00 <br />0.00 <br />224.00 <br />-_ 30.00 <br />9 378.00 <br />-- . 42.00 <br />420.00 <br />43.50 <br />6.5 <br />0 50.00 <br />35.25 <br />$ 40.00 <br />87.75 <br />12.25 <br />1 100.00 <br />