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Thar-eiaa N-eyembAM-155-thi • 1917. Cs_nt inued <br />CHAPIN STREET <br />Exeavat ien ° : <br />7700. ' eu. yds. at .75 . per cu. yd. , <br />S 5.775. 00 <br />Pavement <br />3079 sq. yds. at 2.50 per sq. yd. <br />7..698.00 <br />Curband gutter ° <br />•1562 •lin.° ft. at .60 per Zia ft. <br />937.20 <br />Cement walk- ° :10930 ,.. seq. ft. at .15 per sq. ft. <br />19639.50 <br />Square inlets <br />11 at 1500 eahh <br />165.00 <br />8 inch pipe sewer <br />260 lin. feet at .80 , per lin ft. <br />208.00 <br />Uanholes,'reset - <br />2 at 10.00 each <br />20.00 <br />Lowering tad water mains and services <br />1.550.00 <br />$17 992.70 <br />Biig ineer ing and cont ingeenies 10% <br />1,807.30 <br />19.900.00 <br />SCOTT STREET. ° <br />Bement walk <br />8554. sq. ft. at .15 per sq. ft. <br />1,281.60 <br />Excavationf <br />1860. cu. yds.. at .75 ,per cu. yd. <br />19'395.00 <br />Curb and gutter, <br />1092 lin. ft. at .80 per lin ft. <br />655.20 <br />Pavement <br />1857 sq. yds. at 2.50 per 4sq. ,yt.` <br />4*642.50 <br />Square inlets <br />7 at 15.00 each <br />105.eo <br />Manholes reset <br />2 at 10.00-eaeh <br />20.00 <br />8 inch pipe sewer <br />165 lit ft at -ft *er lin ft. <br />132,00 <br />Inlets reset <br />2.00 <br />Lowering water, staina and services ° <br />,46,4.00 <br />e9697.30 <br />Eng in,e er ing and c ont ingenc ies 10% <br />�._.. <br />° <br />. <br />9,570.00 <br />SOUTH STREET, SCOTT STREETEAST. <br />° <br />Excavation <br />80 cu. yds. at .75 per cu. yd. <br />60.00 <br />Cement walk <br />° 370 sq. ft.-at .15 per sq. ft. <br />55.50 <br />Curb and getter <br />120 tin t. at .60 per lin ft. <br />72.00 <br />Pavement" ° <br />80 sq. yds. at.2.50 per sq. yd. <br />200.00 <br />Square inlets <br />2 at 15.00 each <br />30.00 <br />8 inch. pipe sewer <br />20 lin. ft.. at .80 per lin ft. <br />16.Oo <br />Lowering water mains and services <br />172.00 <br />605.50 <br />Eng sneer in° and c ont ingenc ies 10% <br />'6 •50 <br />e 670. tea <br />DUNN STREET CHAPIN STREET EAST. , <br />Excavation° <br />400 cu. yds. at .75 per cu. yd. <br />300.00 <br />Curb and gutter <br />440 lin ft. at .80 per tin ft. <br />264.o0 <br />Cement walk <br />1030 sq. ft. at .15 per sq. ft. <br />154.50 <br />Lowering water mains and services. <br />32150 <br />° <br />$19-040.00 <br />Eng ine e r fng ° and c ont ingenc ies 10% <br />110.00 <br />l,150.00 <br />ALLEY NORTH°OF FORD STREET CHAPIN <br />STREET EAST. <br />Excavation <br />100 cu, yds. at .75 per cu. yd. <br />75.00 <br />.Engineering and- cont ingenc ies 10% <br />15. 00 <br />° <br />90.00 <br />ALLEY NORTH OF DUNN STREET. <br />' <br />Excavation. <br />15 cu. yds. at .80 per cu. yd. <br />12.00 <br />Engineering snd contingencies-10% <br />00' <br />•15. <br />EAR' <br />ARNOLD STREET. <br />Embankment <br />3543 cu. yds, at 1.00 per sq. yd. <br />3�0545.0 <br />Brick pavemeat.relaid' <br />1344. sq'. yde. at 1.50 per sq. yd.-, <br />2 016.00 <br />Curb <br />1173 tin. ft. at .30 per tin ft. <br />351.90 <br />Cement walk <br />5600 sq. ft. at .15 per sq. ft. <br />840.00 <br />Walls <br />5220 cu. ft. at .40 per cu. ft. <br />20088.00 <br />Plankleg <br />10800. B�F. at 40.00 <br />432.00 <br />Inlets "sett° <br />Tat 2.00 each <br />14.00 <br />2 Manholes raised <br />8 lin. ft. at 5.00 per lin ft. <br />40.00 <br />Railing <br />475 lin. ft. at 1.50 per lin ft. <br />�- 7122, 50..__.. <br />° <br />109037.40 <br />Eng in eer iug and cont ingenc ies 10 <br />1 002. 60' <br />11:040600 <br />