Laserfiche WebLink
Mayr. 26, 1~21 <br /> <br />NORTH STREET CHESTNUT TO HATTON ST. <br /> <br />Sheet Asphs~lt on 6" concrete base <br />1107 Sq. Yds. excavation $ 50~ per yd. <br />830 Ft. old curb to reset @ 20~ per for. <br />1107 Sq. Yds. pavement $ $3~60 per <br /> <br />C_HESTNUT ST. JEFF~iRSON STREET TO SHE__LL ROAD <br /> <br />16 ft. Roadway- Water-bound macadam- <br />3333 Sq. ~ds. Preparation grade @ ZO~ per yd. <br />3333" # Water bound macadam @ $1.?0 per <br /> <br />yd. <br /> <br />GLASGOW ST. ~OD~IN TO BRIDGE <br /> <br />Concrete Curb and Gutters, water bound macads~ <br />KING ST. BETWEEN COURT AND EFFINGHAM STS. <br />Concrete <br /> <br />COLUMBIA ST. BETWEEN MI~LE AND ~ASHINGTON STS. <br />Concrete <br /> <br />BART STREET BETWEEN COURT AND WASHINGTON <br />Concrete <br /> <br />COOEE~ST. HIGH TO SOUTH ST. <br /> <br />30 ft. Roadway- Water-bound macadam <br /> Concrete cu~vbing <br />~9~O Sq. Yds. Excavation ~50~ per <br />~9~6 Lin. Ft, curbing $ $1.2~ per ft. <br />~950 Sq. Y~s. Water-bound Mac~dam @$1.?O per yd. <br /> <br />ELM AVE. LINCOLN TO KEY AVE~ <br /> <br />Twol6 ft. Roadway of water bound macadam <br />6666 Sq. Yds. Prepazation g~ade @ 20, per yd. <br />6666" ~ Wa~er Bound macadam @ $1.70 per <br /> <br />ELM AVE. EEY AVE. TO SHELL ROA~ <br /> <br />16 .ft. Roadway of water ~ound macadam <br />30~ Sq. Yds. prepazatiOn grade @ 20~ per yd. <br />30~3 " " Water bound macadam $ $I.?0 per yd. <br /> <br />HIGH ST.-*NINTH AVE. TO CITY.LIMITS <br /> <br />16--ftc Roadway Of water bound.macadam <br />~466 ~q. Yds~ preparation of grade @ 20~ per yd. <br /> 466 . " Wa~er bound macadam @ $1.?0 per yd. <br /> <br />WASHINGTON STREET__- HARRISON TO LINCOLN <br /> <br />Concrete curb and gutter <br />MAPLE AVE. BETWEEN RACE <br /> <br />and macadmm roadway <br />AND GILMERTON AVES. <br /> <br />Brought Forward, <br /> Plus 10~ <br />Total, <br /> <br /> Plus 10~ <br />Total, <br /> <br />Plus 10% <br />To t al ~ <br /> <br />Plus !O~ <br /> <br />Total, <br /> <br /> Plus 10% <br />Total~ <br /> <br /> ~57~. oo ) <br /> 5o31, oo ) <br /> <br /> 553.oo ) <br /> 166. O0 ) <br /> <br />~?o~.oo ) <br />~oo ~ <br />$517 ~. co) <br /> <br />$ 666.00 <br />5666.00 <br />$633~.00 <br />$6R65.OO <br /> <br />$15~00.00 <br /> <br />$10750.00 <br /> <br />$ 8100. oo <br /> <br />$ 5~ooo co <br /> <br />$ ~75. oo <br /> ~7o7.o.o <br /> <br />$1~597,oo <br /> 1~60.00 <br />$X6057.00 <br /> <br />$133o.oo ) <br /> ii~2.00 ) <br />Sfs66s.oo <br /> t~662.00 ) <br /> <br />$139as. co ~) <br /> ) <br /> ) <br />$ 60~.00 <br /> ~17)~O0 ) <br /> 5781~O0 ) <br /> <br /> $6359. co ) <br /> <br /> $io95.oo <br /> 9~9~i00 <br /> $io3s5. oo <br />_ ~o~.oo <br /> ~11~s~.oo <br /> <br />$i~5oo. oo <br /> <br />()) <br /> <br />(~) <br /> <br />(6) <br /> <br />(7) <br /> <br />(l~) <br /> <br /> <br />