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Tuesday, June I7th. , 1930. <br />EN GINEER r S E STIIU.'IE' <br />FOR WALI~IUT STREET TRACK ELEVATION <br />From North property line of <br />Division Street to <br />407.0 <br />feet north <br />3720 <br />sq ft <br />of concrete <br />walk <br />a <br />.25 <br />930.00 <br />125 <br />Lin ft <br />of standard <br />curb <br />a <br />.60 <br />75.00 <br />28 <br />Lin ft <br />of marnina1 <br />curb <br />a <br />.50 <br />14.00 <br />720 <br />Lin ft <br />of combined. <br />curb and putter <br />a <br />1.05 <br />756.00 <br />4434 <br />Cu yd!s <br />of grading <br />0 <br />1.25 <br />59542.50 <br />1300 <br />Sq yds <br />of pavement <br />a <br />3.00 <br />39900.00 <br />2 <br />Starm <br />water inletsrI3 <br />a <br />20.00 <br />40.00 <br />4 <br />inch <br />4" <br />long, water <br />connectclons <br />a <br />38.00 <br />I52.00 <br />5 <br />inch <br />short water <br />connections <br />a <br />28.00 <br />140.00 <br />130 <br />Lin ft <br />of 10" inch <br />pipe <br />a <br />I.10 <br />143.00 <br />50 <br />Sq yds <br />of brick relay <br />0 <br />I.40 <br />70.00 <br />63.65 <br />Cu yds <br />of concrete <br />to remove <br />a <br />5.00 <br />3I8.25 <br />I079 <br />Lin ft <br />of fence to <br />remove <br />a <br />.25 <br />26.97 <br />1300 <br />Sq yds <br />of pavemnt <br />to remove <br />a <br />1.25 <br />I 625,00 <br />300 <br />''q yd.s <br />of 7" concrete p avemnt <br />@ <br />2.50 <br />750.00 <br />TOTAL ESTTBILQTED <br />CONSTRUCTION COST <br />14-9482.72 <br />Advertising <br />7.50 <br />1unicipal <br />inspection <br />I66167 <br />Ghemica l <br />inspection <br />39.00 <br />TOTAL ESTIT,�ATED CMT <br />ENGII\IEER' S ESMI ATE <br />$142695.89 <br />c1H'For °7alnut ppy of tre et to <br />point 307.0 ft north in connection -with Track Elevation. <br />341 Sq yds of pavement to remove a I.25 426.25 <br />341 Sq :;d s o f p aveme nt a 3.00 I, 023.99 <br />TOTAL ESTIMTED CONSTRUCTION COST n7 I,449.25 <br />Chemical inspection I0.00 <br />TOTAL ESTI1V:,ATED C OS 5 19459.25 <br />ENGII\�ER' S ESTIMILTE <br />WALNUT STREET SEWER <br />From 2nd., alley South of Division 6treet to Fard Street in <br />connection with Grand. Trunk Track ale va ti on. <br />371 <br />Lin ft <br />I5 inch pipe <br />a <br />2.75 <br />II62 <br />Lin ft <br />I0 inch pipe <br />a <br />I.I0 <br />22 <br />Lin ft <br />8 inch pipe <br />a <br />I.I0 <br />1026 <br />Lin ft <br />6 inch pipe <br />a <br />I.00 <br />2 <br />iuev! rp <br />nholes <br />a <br />70.00 <br />2 <br />Combined <br />mnholes 8c catch <br />basins <br />50.00 <br />62.35 <br />eu yds <br />concrete <br />a <br />20.00 <br />TOTAL ESTIT.-LU-TED CONSTRUCTION COST <br />Advertising <br />Yunicpal inspection <br />Total Estimated cost <br />ENGII`EEIER t S ESTII:�A_ TE <br />FOR DIVISION STREET TRACK ELEVATION <br />$I,020.25 <br />I9278,20 <br />24.20 <br />I,026.00 <br />140.00 <br />I00.00 <br />I1247.00 <br />4,835.65 <br />7.50 <br />I66.66 <br />51009.8I <br />From vest line of Sample Street to Last property line of Harris Street.. <br />I6X0 <br />Sq ft <br />of concrete walk <br />.25 <br />4,082.50 <br />I00 <br />Lin, ft <br />of mar prim l curb <br />.50 <br />50.00 <br />3 JO0 <br />Lin ft <br />of combined curb and Futter <br />a <br />1.05 <br />22205.00 <br />201257 <br />cu yds <br />of grading <br />a <br />1.25 <br />25032I.25 <br />6,030 <br />So, yds <br />storm <br />of Pavement <br />a <br />3.00 <br />I8,090.00 <br />6 <br />water inlets #13 <br />0 <br />20.00 <br />120.00 <br />• <br />• <br />• <br />r1 <br />LJ <br />U <br />0 <br />