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ALLEY SOUTH OF N. Y, C R. R. <br />Embankment . <br />Walla <br />Railing <br />Engineering and c ant ingenc ies <br />OH IO STREET. <br />1ARIETTA RST. EAST. <br />ail'. cu. yda at 1.00 per cu. yd. <br />231 cu. ft. at .40 per cu. ft. <br />50 lin ft. *at 1.50 per '1 i,c. ft. <br />Embankment <br />1232 <br />Re it ing <br />195 <br />Pl a►nk ing <br />945 <br />Cement walk <br />cement curb <br />64 <br />0 - inch sewer pipe <br />10 <br />New inlets <br />2 manholes, reset <br />Walla <br />161 <br />Engineering and contingencies le% <br />cu. yds. at 1.00 per cu. yd. <br />iin. ft. at 1.50 per tin ft. <br />0 B. F. at 40.00 ' <br />55 sq. ft. at .15 per sq. ft. <br />0 lin, ft. at .30 per lin. ft. <br />0 lin. ft. at .80 per lin ft. <br />5 at 10.00 each <br />9 lin. ft. at 5.00 per lin ft. <br />2 cu. ft. at .40 per cu. ft: <br />RUSH STREET. <br />.Mnbankment <br />1550 <br />cu. yda. <br />at 1.00 <br />per <br />cu. <br />yd. <br />cement walk <br />2960 <br />sq. ft. <br />at .15 per sq. ft. <br />Cement curb <br />605. <br />iin, ft. <br />at .30 <br />per <br />lin <br />ft. <br />Brick pavement relaid. <br />366 <br />sq. yds. <br />at 1.50 <br />per <br />sq. <br />ye. <br />l manhole reset <br />4 <br />lin. ft. <br />at 5.00 <br />per <br />lin <br />ft.. <br />New Inlets <br />2 <br />at 10.00 <br />each <br />8 , inch pipe sewer <br />52. <br />1 in. ft. <br />at .80 <br />per <br />1 in. <br />ft. <br />Wails <br />1568 <br />eu..ft. at .40 per cu. ft. <br />Planking <br />6090 <br />R. F. at <br />40.00 <br />Railing <br />238 <br />lin. ft. <br />at 1.50 <br />per <br />1 in <br />ft. <br />A <br />Engineering and contingencies <br />ALLEY SOUTH OF SAIU'LE, RUSH STREET WEST. <br />Embankment <br />Walla <br />Railing <br />Bngineert g and centingencies <br />ALUM FAST OF RUSH STREET SAW <br />`Emb ent <br />Walks <br />sllg <br />glaser ing and c ont6agdne ies <br />SAW W. STREET. <br />36. cu. yds. at 1.00 per cu. -yd. <br />505 cu. ft. at .40 per cu. ft. <br />50' lin: ft'. at 1.50 per ft. <br />•10% <br />, <br />PLE STREET NORTH . <br />21, <br />cu. yda. <br />at <br />1.00 per cu. yd. <br />277� <br />cu. ft. <br />at <br />.40 per cu. ft. <br />50 <br />lin. ft. <br />at <br />1.50 per lin ft. <br />10% <br />Embankment <br />1346 <br />cu. yda. <br />at 1.00 per <br />cu. yd. <br />cement curb <br />780 <br />lin. ft. <br />at .30 per <br />lin. ft. <br />Cement walk <br />3685.aq. <br />ft. at .15 per sq. ft. <br />Brick pavement relaid <br />1277 <br />sq. yde. <br />at 1.50 per <br />sq. yd. <br />2 manholes reset <br />11 <br />lin. ft. <br />at 5.0Oper <br />lin ft. <br />inlets <br />-1 <br />at 10.00 <br />Inlets reset <br />3 <br />at 2.00 each <br />Walla <br />277:4 cu. ft. <br />at .40 per <br />cu. ft. <br />planking <br />7000 <br />B.F. at <br />40.00 <br />Railing <br />390 <br />lin. ft. <br />at 1.50 per <br />1 i n ft. <br />Eng in eer ing and contingencies 10% <br />31. UQ <br />92.40 <br />75.00 <br />198.40 <br />G <br />60o.Oo <br />$ly 232.00 <br />292.so <br />378. 00 <br />443.25 <br />192.00 <br />80.00 <br />50.00 <br />45.00 <br />641.80 <br />3, 357- 55 <br />342.45, <br />39 700.00 <br />1, 550.00 <br />444.00, <br />181.50 <br />549.00• <br />20.00 <br />20.00 <br />41.60 <br />623.20 <br />243i 60 <br />357.00 <br />4,029.90 <br />400.1 ft <br />430 i 00 <br />$ 36.-Oo <br />202.00 <br />75.00 <br />313.00 <br />37.00 <br />350.00 <br />$ 21.00 <br />111.00 <br />207.00 <br />23.00 <br />230.00 <br />1046. 00 <br />234.00 <br />552.75 <br />1, 915. }5 <br />55.00 <br />10.00 <br />6.00 <br />10111. 00 <br />280.00 <br />585.00 <br />6v122.go <br />617.10 <br />.740.00 <br />