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'tie dgy May 31st . , 1921 <br />Board met in,regular session at 10:00 A.;M. All members present. <br />° , <br />Bids were received opened and read on the following improvements. <br />and were ,referred to the City Engineer for tabulation to be reporteednesday June <br />-ist., 1.92. �t 7 -15 P 1A. <br />Pipe:. suer` on Bissell Street -from Eddy Street to. ArthurStreet`. <br />Bid of Hoban &. Roach. <br />15 inch pipe sewer per .1in ft... ... ............0 4. 0 <br />8 inch pipe sewer, per In ft" �/5 <br />6 inch pipe sewer, per lin ft 1 30 <br />Manholes per ft. in depth.*.*,,.... ................10.00 <br />Manholes, curbs and covers, each... ♦..................21.50 <br />Storm.water inlets, each................ .°......11.00 <br />Cheek. 100.00 <br />Bid of Bruno De Peape <br />15.inch.pipe sewer, Per lin ft....'................S4.50 <br />a 8 inch pipe sewer, per lin ft.... .♦:.............. 1.00 <br />6 inch pipe sewer, per lin ft. 1.20 <br />Manholes per ft. in depth.........5..•...:......•.•12.50 <br />Manholes, curbs and covers, each......♦•..•..•..•.025.00 <br />Storm water inlets, each..........................15.00 <br />Check for $100.00 <br />Bid of Staples & Ackerman. � <br />15 inch pipe sewer per lin ft. •..•......•♦•...•..-.$4.75 <br />6 inch pipe sewer, per lin ft............... 1.25 <br />8 inch pipe sewer, per lin ft.... .90 <br />Manholes per ft. in depth ..........................12.00 <br />Manholes, curbs and covers, each..,•...............23.50 <br />Storm water inlets, each.....................'......13.50 <br />f Check for100.00 <br />Bid of Joe A. Luther. <br />15°inch>pipe•sewer, p r lin ft.....•i:..•:•.......t3.50 <br />° °8°inch"pipe sewer, p r lin ft......... ..:........ 1.00 <br />.6°inch°pi s°sewer per lin ft........:...:........ 1.50 <br />Manholes; er'ft. in depth ........... :...:........ 10.00 <br />Manholes,, curbs and cover, each0000g;,,,,:.......,,25.00 <br />Storm wager inlets. each... ......•.:...:••..•....15.00 <br />Check for 117.00 no -affidavit with bid <br />upon opening of same. <br />Pavement on Whiteman Court from Wenger Street to Pennsylvania <br />Avenue, <br />Bid of°McCready Construction Company. <br />ConcreteGrading cu <br />per pavement per sq. y�d.....•.♦..♦...♦♦..... 2.45 <br />Check for100.00 <br />Bid of Hoban & Roach. 1 <br />Grading per cu. yd................................$1.00 <br />I inch concrete pavement per sq. yd.............. 2.35 <br />Bid o Check for $100.00 <br />Bid of the White Construction Company. <br />Walk per sq. ft...................................25 <br />iGrading per cu. yd..000.000♦000..000060.•0000.00..1.25 <br />Trinidad Natural Lake Asphalt per sq, yd•...♦.•..4.00 <br />Asphalt pavement using Mexican per sq. yd........ 3.90 <br />Asphaltic concrete Natural Lake Asphalt <br />pavement per sq. yd........ •.•......•3.75 <br />Asphaltic concrete pavement using Mexican per sq. yd $3.65 <br />Marginal curb per li n ft......................... .40 <br />Check for $IGO.00 <br />Grade, curb and walk on Milton Street from Miami Street to <br />first alley West of Marine Street. <br />Bid of H. N. Barnes. <br />Walk per sq. ft......................................18 <br />curb per lin ft...................................... .36 <br />Grading per cu. yd.................................. .76 <br />Grade curb and walk on Dayton Street from Miami Street to <br />first alley west of Marine Street. <br />Bid of H. N. Barnes. - <br />Walk.per sq. ft.................................♦.,.. l8 <br />curb per Iin ft.••.•••..•••••.•••.••.••..••..•.....••. .36 _ Grading per cu. yd...... •. 0 0 o 06,0 .-..`.. .76. <br />I. <br />