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M <br />Board met in regular session at 10:00 A.M. Mr. A. H. Rice absent. <br />Bids were reeeived, opened and read on Pavement Improvement on <br />Jefferson Boulevard from Michigan Street to West line of Bridge .deer <br />Rthe St.,, <br />Joseph River. <br />Bid of the Western Construction Company. <br />walk per sq. ft.........................!.$.12 <br />Curb per l in. ft ...........................,.24 <br />Grading, ,per cu. yd....................... .67 <br />3j inch asphalt , Trinidad Lake Asphalt, .per sq. yd. <br />$2.17 <br />Resurfacing on old concrete and brick foundation <br />Trinidad hake Asphalt. -per sq. yd................ <br />$1.43 <br />Brick pavement complete, No. 1. Standard ►ire <br />Cut Block in car tracks, per sq. yd..... ..... <br />$2.37 <br />Resurfacing ,car track -old foundation No. 1. <br />Wire Cut'Block per sq. yd.°..... .............. <br />° For extra concrete percub is yard ............... <br />1.6°7 <br />6.00 <br />° Extra for mortar oushion for all brick pavement <br />° <br />persq. yd.... .° ........................:...... <br />For granite stretcher per lin. ft.............. <br />•17 <br />.40 <br />For concrete stretcher <br />•15 <br />For extra binder per ton. <br />8.00 <br />For 8" conduit per lin Pt. <br />•73 <br />For Storm water inlets. <br />7.50 <br />Marginal curb per lin f t_...... <br />.25 <br />Resetting inlets, each. <br />1.50 <br />Resetting manhole covers <br />1.50 <br />Check of$640.00 <br />filed with bid.' <br />Bid of the 'White Construetion . Company, <br />Cement curb, per lin ft............................0 <br />,Grading per sq. yd.....................:........... <br />,3® <br />Q65 <br />Trinidad Natural Lake Asphalt per sq. gd. 2.08 <br />R*surfac roadway. �. .:. ! .. r = w..per sq. .... 1.40 <br />brick pavement, Veedersburg (sand. cushion) per sq: yd. $2.75 <br />Extra Concrete per cu. yd, in track zone per cu. yd. <br />5.00 <br />Creosoted Wooden Block, er sq yd....... .......... <br />( Jennison Wright Block) <br />3.75 <br />Concrete stretcher per lin ft........................ <br />.15 <br />Granite Block per lin f............................. <br />Mortar cushion for brick pavement , per sq. yd....... <br />.50 <br />as conduit ripe , per lln ft......................•.. <br />.2o <br />.80 <br />Marginal curb, per lin ft..;......................... <br />.30 <br />Storm water inlets, coaplets;........................ <br />-8.00 <br />Resetting inlets ..... *gala ............................. <br />Resetting manholes, and covers, each ................. <br />1.50 <br />1.50 <br />° Certified check for the amount <br />° of 40 04 deposited with bid. ` <br />B is of the Williston Construction Co.,,'. <br />Cement curb, per tin ft........;.................... <br />.30 <br />Grade, per cu. yd................................... <br />.95 <br />3� inch asphalt roadway pavement complete, using <br />Asphalt Per sq. yd............................ <br />For 3jinch asPhe,ft 46surfac ing on old <br />2.39 <br />concrete <br />base, per sq. yd..................,............•.... <br />1.67 <br />Brick roadway pavement complete in street car <br />tracks using Standard Wire CutyLug per sq. yd...... <br />2.60 <br />For Brick resurfacing on old concrete base, per sgyd. <br />2.00 <br />For Mortar cushion for brick pavement add per sq. yd <br />.15 <br />For Concrete stretcher per lin ft.................... <br />.20 ° <br />For granite stretcher, per lin ft...............•.• <br />.50 <br />For Wood Block pavement on 6" concrete base <br />per sq. yd.......................................... <br />3.88 <br />For Wood Block Resurfacing on old 6" concrete base <br />per sq. yd.......................................... <br />For extra concrete under ties per cu. yd ............. <br />3.25 <br />5.00 <br />8" conduit per lin ft .............................., <br />.75 <br />Storm water inlets complete ........ .•.............. 10.00 <br />Marginal curb, per lin ft.• ...... .....,... ,..... <br />.25 <br />--- _ Resettingislet .Bch ............................ <br />2.00 <br />Resettingt, e,.,.................... <br />2.00 <br />