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Tuesday, Tune I7th., 1930. <br />• <br />• <br />r� <br />• <br />• <br />i <br />14 <br />I" long water connections <br />0 <br />40.00 <br />568.00 <br />ii 14 <br />I" short grater connections <br />0 <br />40.00 <br />560.00 <br />P 300 <br />Lin ft of TO" pipe <br />0 <br />I.IO <br />330400 <br />18 <br />Cu yds of extra concrete <br />0 <br />20.00 <br />350.00 <br />i 3I8 <br />Cu yds of concrete to remove <br />0 <br />5.00 <br />I1590.00 <br />690 <br />Lin ft of fence t o remove <br />0 <br />.25 <br />I72.50 <br />31680 <br />Sq yds of pavement to remove <br />0 <br />I.25 <br />41600.00 <br />200 <br />Sq As of 7" concrete pavement <br />0 <br />2.50 <br />500.00 <br />15 <br />MFBM of Lumber <br />0 <br />80.00 <br />1.200.00 <br />49500 <br />Sq yds of temporary macadam pavement <br />C <br />I.50 <br />61750.00 <br />�i <br />TOTAL ESTIMA-TED CONS`MI UCTION COST <br />66,49I.25 <br />ji <br />Adv erti si ng <br />?.50 <br />II <br />Municipal inspection <br />166467 <br />it <br />Chemical inspection <br />I80.90 <br />TOTAL ESTIN TED COST <br />66.846.32 <br />ENGINEER'S ESTIMATE <br />For "ivision "treet in connection with Track Elevation from point <br />155.5 ft East of the intersection of the center line of Division <br />Street with center line of the Michigan Ventral Kailroad Connection <br />Tracks to the East curb line of Kosciuszkp Street. <br />I699 <br />Cu As fill <br />I. 25 <br />21123.75 <br />3200 <br />sq ft of walk <br />.25 <br />800.00 <br />1950 <br />s q yds of pave men t <br />3.00 <br />59850.00 <br />640 <br />lin ft of combined curb & <br />gutter a <br />I.05 <br />672.00 <br />420 <br />lin ft of rnrginal curb <br />0 <br />.50 <br />2I0.00 <br />200 <br />eu yds extra c one re to <br />a <br />20.00 <br />41000.00 <br />I <br />Manhole complete <br />. <br />86.50 <br />86.50 <br />7 <br />Storm eater inlets #13 <br />a <br />20.00 <br />I40.00 <br />2 <br />"tarm water inlets standard^ <br />I5.00 <br />30.00 <br />I00 <br />Lin ft of 12 inch pipe <br />0 <br />2.25 <br />225.00 <br />475 <br />Lin ft of 8 inch pipe <br />I.IO <br />522.50 <br />600 <br />Lin ft of fence <br />1 <br />2.50 <br />11500.00 <br />TOTAL ESTIMATED CONSTRUCTION COST I61159.75 <br />Advertising 7.50 <br />Municipal inspection 75.00 <br />Chemical inspection 57.00 <br />TOTAL ESTIMATED COST <br />E'NOIN 'FR' S ESTIMATE <br />I6,299.25 <br />DIVI.`ION STREET SEWER FROT: trAPIE STREET TO FARRIS STREET <br />AND <br />i':: LNUT STREET SEWER FROM N BIER STREET TO 2nd. , ALLEY SOUTF OF DIVISION. <br />735 <br />Lin ft 24 inc h p ipe <br />0 <br />4.00 <br />21940.00 <br />804 <br />Lin ft 15 inch p ipe <br />0 <br />2.75 <br />2 , 2II.00 <br />309 <br />Lin ft 12 inch pipe <br />0 <br />2.25 <br />695.25 <br />29 <br />Lin ft IO inch pipe <br />0 <br />I.I0 <br />31.90 <br />3I <br />Lin ft 8 inch pipe <br />a <br />I.I0 <br />34.I0 <br />1760 <br />Lin ft 6 inch pip e <br />I.00 <br />11760.00 <br />7 <br />A n. <br />ewaoes <br />0 <br />86.50 <br />6O5 .50 <br />129 <br />Cu yds c o nc re to <br />0 <br />20.00 <br />2 $ 580.88 <br />TOTAL ESTINTED CONSTRUCTION COST <br />102857.75 <br />Advertising <br />7.50 <br />Municipal inspection <br />I66.66 <br />TOTAL E'STTMAIED COST <br />II1031.9I <br />ENGINEER ESTITIaTE MR HURON STREET IN CONNECTION WITHT <br />TRACK -atEVATION FROM H.ARRIS STREET TO WALNUT STREET <br />I00 So ft of concrete walk @ ..25 25.00 <br />300 Lin ft of 6tandard curb C .60 180400 <br />49 Lin ft of marginal curb .50 24.50 <br />