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4 0;3' <br />Board met in regular session at 20=00 A.M. John F. De Haven Absent. <br />Bids were received, opened And read on the following improvements. <br />Pavraene ton CAlvert Street from'jMichigAn Street to High Street. <br />Bid of Williston C ons truct icon C ompAny. <br />Pillper cu. A ............... <br />Cement curb, perlin ft........ <br />Grad ing , per cu. yd ..:....... <br />As PhA.lt r oadwAy Mexican As phAl <br />As phA It roadway Tr in idad As phA <br />• Comb in3d curb and gutter, per <br />No. 2(5 Storm water inlets, eac <br />Asphaltic concrete r oadway, Me. <br />As pha It is concrete r oAdway Tr i <br />81nch conduit pipe, per lin ft <br />Storm water inlets , each..... . <br />-Marginal curb, per life ft..... <br />Resetting inlets, each....... . <br />.Resetting manholes , and covar <br />Bid of the White Construction CompAny. <br />cement curb per lin ft ........ <br />Grading per c u . Yd ............ <br />Filling per au. yd.......... 0. <br />As pha It it oadway, Trinidad Natu <br />C on o inat ion curb and gutter, F <br />As pha it is concrete pavement, p <br />8 inch conduit, per lin ft.... <br />Storm water inlets, each..... <br />Marg ira l curb, per lin ft ..... <br />Resetting inlets each....... . <br />Resetting manholes, curbs ad e <br />Bid of the Western Construction Company. <br />4rading per cu. yd............ <br />Tr in idad As pha It pve went per s <br />Fillper cu. yd............... <br />Comb inat ion curb and gutter, p <br />Combined curb and gutter inlet <br />8 inch conduit pipe, per lin i <br />Storm water inlets, each..... . <br />Marginal curb, per lin ft..... <br />Resetting inlets, each.,....... <br />Res e6t ing manholes., curbs and c <br />.50 <br />par sq. yd..............3.78 <br />tpar• sq. yd....... ..... 3.88 <br />in ft .................... k.15 <br />ican as ph tlt per sq. yd.. 3.48 <br />idad ,asphAlt per sq.-Yd.. 3.58 <br />1.00 <br />.........................12950 <br />.50 <br />5. O0 <br />sash ................... 5.00 <br />.. . . . . . . . . . . . . . . . . . . . . . . .. . 6,0 <br />1.05 <br />........................ .:1.100 <br />al Lake Asphalt per . s q . - yd3.71 <br />r lix ft.............. ...1.35 <br />r sq. yd..................3.?8 <br />..................... <br />. . . . . . . . . . . . . . . too . . . . . . . 5.00 <br />veers, each............... 3.00 <br />art if ied chat k.. $11, 000. 00 <br />. . . . . . . . . . . . . . . . . . . . . . . . . 1.35 <br />yd...................... 3.75 <br />too . . . . . . . . .. . . . . . . . . . . . . . 1.00 <br />r lin ft.................. 1.50 <br />, each.*..*..* ....... *.00*20.00 <br />. . . . . . . . . . . . . . . . . . . . . . . . .. 1.30 <br />.35 <br />. . . . . . ... . . . . . . . . . . . . . . . . 0. 3. 00 <br />vers', each.............`....3.00 <br />Certified,, check for $1, 000.00 <br />All of the above bids referred to the Engineer for tabulation <br />to be reported on at 7: 15 P.M.. Wednesday March 2 th. ,1920. <br />