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Est <br />Bop:rd met in regular session at 10:00 A.M. Yr. A. H. Rice absent. <br />Bids were received on the following improvements. <br />DOA?ADD STRET�'T FROM IVIAYI ST;=?EET TO DALE AVE. <br />Bid of Bruno De Pea.pe. <br />12 inch pipe sewer, per lin ft................... 1.50 <br />8 inch pipe sewer, per lin ft................... .60 <br />6 inch pipe sewer, per' lin ft.................. .70 <br />Manholes, per ft. in death...................... 4.70 <br />Manholes, covers and curbs, each ................ 14.00 <br />Storm water inlets conkalete..................... 7.00 <br />Bid of Hoban & Roach. <br />12 inch pipe sewer, per lin ft.................. 1.55 <br />8 inch pipe sewer, per lin ft.................. .50 <br />6 inch pipe sewer, per lin. ft............ .65 <br />Manholes, per foot in death, 4.00 <br />Manholes, curbs and covers, each................ 11.00 <br />Storm water inlets, each ....................... .1.00 <br />Bid Of L. H. ITebster. <br />12 inch pipe <br />sewer, <br />per lin <br />ft.................. <br />1.81 <br />8 inch pine <br />sewer, <br />per lin <br />ft.................. <br />.50 <br />6 inch pipe <br />sewer, <br />per lin <br />ft.......... ....... <br />.50 <br />Manholes, per ft. <br />in depth......... <br />.......... <br />5.0.0 <br />Manholes, curbs and covers, <br />each ................ <br />12.00 <br />Storm water <br />inlets <br />.................0........... <br />6.00 <br />PIPE <br />SEWER ON FOX STRETE' PROM <br />MIALI <br />STREET <br />TO DATE <br />AVENUE.B <br />id of Hoban & Roach. <br />12 inch pipe sewer, perlin ft.................. 1.60 <br />8 inch pipe sewer, per lin ft..... 0.0....... 0. .50 <br />6 inch pipe sewer, per lin ft................. .65 <br />Manholes, per lin ft.... *0.000 .......... 4.00 <br />Manholes, curbs and covers, each...... ...... 11.00 <br />Storm water inlets, tach....................... 5.00 <br />Did of L. H. Webster <br />12 <br />inch <br />pipe <br />sewer, <br />per <br />lin <br />ft.................. <br />1.82 <br />8 <br />inch <br />DiDe <br />sewer, <br />per <br />lin <br />ft........... . ...... <br />.50 <br />6 <br />inch <br />pipe <br />sewer, <br />per <br />lin <br />ft................. <br />.60 <br />Manholes, per ft. in depth.................... 5.00 <br />Manholes, curbs and covers, each .............. 12.00 <br />Storm water islets, each... 6.00 <br />