The URL can be used to link to this page

Home My WebLink About11/15/1917 Board of Public Works Special Meeting Minutesv v v Beard met ilia spee ie:l session at 4: 30 P.k. iar. A. H. R ice absent. Mayor F. W. Keller and air. J. W. Toyne ,Supt., °of City Water Works present. The Plans and specifications for the new centralpumping station reservoir was.presented by kr. Toyae and the samo was discussed by the Board. They plans were referred to the City Engineer to cheek and report to Mr. Payne, j Attorney Wia. A. Uelnerny °counsel for the White Construction Company met with the Board in regard to decision of matter of us ink mortar cushion under tracks brick in street car tracks of ,the Chico,go, ,°Sauth Bend & Northern Indiana Ry. _ Company on Eddy Street and Uishwwaka Avenue pavement improvement. The Board adjourned into executive sossion with Attorney ft. A Inerny on this matter ,and reported no action taken on same. The following plans and estimates were filed by the City Engineer. on Track -Separation of the New York Central Ry. Co. Clity!. s est inaat0d on same. ° ESTIMATE `OP COST.' ° Of that portion of the work to be done by,the City of South Bend, Indiana., In Cennectsn' with Grade Is"aratien -as provided for in Modified Resolution No. 2 for Track Separition, adepted°by the Board of Public Works of said City April l7s 1917• The work tube done in connection with the separation of grade is as indicated an the attached plans, and the estimates cover the test of that part of the work beneath the superstructure of the streets where the grades of hhe tracks and streets are aepdrated including tho.approaeheu.en the streets to,said improvements as well as the s idwalks, the paving and re" it ing, and. the changes in drainage, on that part of t1lo streets crossed by sadd tracks, and on that part'of all streets, the grades of which are changed by said improvement, ESTIVATE OF THE COST OF CHAVGES IN STREET AND ALLEY GRADES FOR THE ICY. -C. R.. R. GRADE SEPARATIONS. HIGH STREETO Embankment cement curb ° cement walk Planking , Brick pavement relaid- Eng ineer ing and contingencies 10% Marietta Street. Embankment Cement Wdlk Cement curb Wells Planking Railing, Engineer' in - and contingeniedde ALLEY SOUTH OF Ni. Y. C. R. R. Embankment Walls Rail ing ° Eng ineer ing and Cent ingenc ies . °67. °cu. yde. at 1.00 per cu. yd. 94 1 imi. feet at 1.30 per l in. ft. 440 sq. ft. at .15 per sq. ft. 6500 B.F. at 40.00 130. sq. yds. at 1.50 per sq. yd. 1406. cu. yds. at 1.00 per cu. yd. 2635. sq. ft. at .15 per sq. ft. 526 lin. ft. at .30 per 1 in. ft. 1825. cu. ft. at .40 per cu. ft. 6300 B. F. at 40.00 ° 290 Ila. ft. at 1.50 per ft. 10% 67.00 28'. 20 66.00 260.00 195.00 4.00 .00, --- 68`0.00 1,406.00 393.75 157.s0 730.00 252.00 435.00 39374.55 ��• 45 3.710.00 MARIETTA STREET WEST. 16. cu. yds. of 1.00 per cu. yd. 16.00 175 cu. ft. at .40 per cu. ft. 70.00 25. !in. ft. at 1.50 per lin ft. 32.59 12 0 16% ... _...-. s.. ----• ALLEY SOUTH OF N. Y, C R. R. Embankment . Walla Railing Engineering and c ant ingenc ies OH IO STREET. 1ARIETTA RST. EAST. ail'. cu. yda at 1.00 per cu. yd. 231 cu. ft. at .40 per cu. ft. 50 lin ft. *at 1.50 per '1 i,c. ft. Embankment 1232 Re it ing 195 Pl a►nk ing 945 Cement walk cement curb 64 0 - inch sewer pipe 10 New inlets 2 manholes, reset Walla 161 Engineering and contingencies le% cu. yds. at 1.00 per cu. yd. iin. ft. at 1.50 per tin ft. 0 B. F. at 40.00 ' 55 sq. ft. at .15 per sq. ft. 0 lin, ft. at .30 per lin. ft. 0 lin. ft. at .80 per lin ft. 5 at 10.00 each 9 lin. ft. at 5.00 per lin ft. 2 cu. ft. at .40 per cu. ft: RUSH STREET. .Mnbankment 1550 cu. yda. at 1.00 per cu. yd. cement walk 2960 sq. ft. at .15 per sq. ft. Cement curb 605. iin, ft. at .30 per lin ft. Brick pavement relaid. 366 sq. yds. at 1.50 per sq. ye. l manhole reset 4 lin. ft. at 5.00 per lin ft.. New Inlets 2 at 10.00 each 8 , inch pipe sewer 52. 1 in. ft. at .80 per 1 in. ft. Wails 1568 eu..ft. at .40 per cu. ft. Planking 6090 R. F. at 40.00 Railing 238 lin. ft. at 1.50 per 1 in ft. A Engineering and contingencies ALLEY SOUTH OF SAIU'LE, RUSH STREET WEST. Embankment Walla Railing Bngineert g and centingencies ALUM FAST OF RUSH STREET SAW `Emb ent Walks sllg glaser ing and c ont6agdne ies SAW W. STREET. 36. cu. yds. at 1.00 per cu. -yd. 505 cu. ft. at .40 per cu. ft. 50' lin: ft'. at 1.50 per ft. •10% , PLE STREET NORTH . 21, cu. yda. at 1.00 per cu. yd. 277� cu. ft. at .40 per cu. ft. 50 lin. ft. at 1.50 per lin ft. 10% Embankment 1346 cu. yda. at 1.00 per cu. yd. cement curb 780 lin. ft. at .30 per lin. ft. Cement walk 3685.aq. ft. at .15 per sq. ft. Brick pavement relaid 1277 sq. yde. at 1.50 per sq. yd. 2 manholes reset 11 lin. ft. at 5.0Oper lin ft. inlets -1 at 10.00 Inlets reset 3 at 2.00 each Walla 277:4 cu. ft. at .40 per cu. ft. planking 7000 B.F. at 40.00 Railing 390 lin. ft. at 1.50 per 1 i n ft. Eng in eer ing and contingencies 10% 31. UQ 92.40 75.00 198.40 G 60o.Oo $ly 232.00 292.so 378. 00 443.25 192.00 80.00 50.00 45.00 641.80 3, 357- 55 342.45, 39 700.00 1, 550.00 444.00, 181.50 549.00• 20.00 20.00 41.60 623.20 243i 60 357.00 4,029.90 400.1 ft 430 i 00 $ 36.-Oo 202.00 75.00 313.00 37.00 350.00 $ 21.00 111.00 207.00 23.00 230.00 1046. 00 234.00 552.75 1, 915. }5 55.00 10.00 6.00 10111. 00 280.00 585.00 6v122.go 617.10 .740.00 .27 I iffl=WS STREET. Etpban%ment cement curb Cement walk Brick pavement relaid manholes ,raised Inlets reset_ New Inlets: 8 inch -pipe sewer Planking' Walls . Ra 11 ink Engineering and c ent ingenc ies 10% TUTT STREET Embankment Cement curb Cement walk, Brick pavement relaid Walls Railing ° Engineering and a ent ingenc ies 10% ANGLE STREET. Embankment ° 8 inch sewer Pipe . Walls Inlets new Manholes, rebuilt Inlets new Railing Eng ineer`ing and a entdngenc ies 16% MICHIGAN STREET. Ezcavat fen Curb and gutter Cement curb Pavement 30" X 48 * brick sewer- 8 inch sewer pipe ° Square inlets. New inlets ° Inlets reset 2 Manholes Manhole reset Lowering - water mains and services Eng ineer ing and c ent ingenc ies 10% BRONSON.STREET. Excavation Curb and gutter Cement walk Pavement Square inlets 8 jach pipe sewer 12 inch.pipe sewer 1 manhole Lowering water mains and services -Engineering and cent ingenc ies 10% '1456 cu. yds. at 1.00 per cu. yd. 1,456.00 651 tin. ft. at .30 per tin. ft. 195.50 °3160 sq. ft. at .15 per sq. ft. 474.00 933 sq• yds. at 1.50 per sq. yd. 1,399.50 111 lin. ft. at 5.60 per lin ft. 57.50 4 at.2.00 each 8.00 1 at 10.00 10.00 28 lin. ft. at .80 per lin ft. 22.40 6225 B.F. at 40.00 249.00 3888 cu. ft. at .40 per ft. 1,555.20 394 lin. ft at ' 1. 50 per lin ft. "9 00 591.00 60017.90 602.IQ ,224.3 cu, yds. at 1.00 per cu. yd. $ 224.30 .175. 1 n. ft. at .30 pr lin ft. 52.50 ° 475. sq-41 ft. at .15 per sq. ft. _ 71.25 ° 285. sq. yds. at 1.50-per sq. yd. 427.50 909 cu. ft. at .40 per cu. ft. 363.60 75. lin. ft. at 1.50, per tin ft._� 112•.5,0 1, 251.65 I`, 380.00 243 cu. yds. at 1.00 per cu. yd. 243.00 135 lin. ft. at 1,00 per lin. ft. 135.00 1573 cu. ft. at .46 per cu. ft. 629.20 28 lin. ft. at .80 per lin ft. 22.40 6 lin. feet at 5.00 per lin ft. .30.00 . 2 at 10.00 each 20.00 140 lin. ft.-at 1.50 per lin ft. 210_4_9___ 411, 209. . 130.40 1, 420. 00 11650 cu. yds. at .75 per cu. yd. 8,737.50 1730 1 in. ft. at .60 per lin ft. 10600 sq. ft. at .15 per sq. ft. 19590.00 6000 sq. yds. at 2.50 per sq. yd. 15.000.00 250.1in ft. at 10.00 per jtn . 5,000.00 490 tin ft. at .80 per lin ft. 392.00 9 at 15.00_each 135.00 6 at 10.00 each 60.04 3 at 2.00 each 6.00 18 lin. ft. at 5.00 per lin. ft. 90.00 1 at 10.00 10.00 1.381.00 433* 439. 50 .r 1.3 0 036#780-00 '5513 cu. yde. at .75 per cu. yd. $4,134.75 1393 lin. ft. at .60 per lin ft. 835.80 8666 sq. ft. at .15 per sq. ft. 110299.90 2152 sq. yds. at 2.50 per sq. yd. 5,,380.00 6 at 15.00 each 90.00 120 lin. ft at .80 per lin ft. 96.00 250 lin. ft. at 1.50 per lin ft. 375.00 7 tin ft. at 1.50 per lin ft. 35.00 *13,176.20 1. 323, §8O 014,500.00 Thursaber 155th_ -19 17 cant i 3Uad MAIN STREET Excavation 2138 cu. yds. at .75 per cu. yd. 19603.50 ;1 Pavement 1741 sib. yde at 2.50 per sq. yd. '49352 50 Curb and gutter" °` i060 lin. ft, at .60 per lin ft. 636.00 Cement walk' ° ` ,11046 sq. ft. at .15 per sq. ft. 1,656.90 S'giare ineta : > ° 6 at MOO each. 90.00 8 inch pipe ,sewer 200 lin. ft. at .80 per lin ft. 160.00 Inlets 2 at 10.00 each. 20.00 Yadh*leareset 2 at 10.00 each 20.00 Lowering water mains and serviced ° 407.00 8,945.90 Engineering and c oat ingenc ies 10% 8 p LAFAYETTE STREET. Excavation 1683 cu. yds. at .75 per cu. yd. 1, 262.25 Pavement 1670 sq. yds. at 2.50 per sq. yd. 40175,. 00 Curb and gutter 936 lin. ft. at .60 per lin. ft. 561.60 Cement walk, ° 9922.• sq. ft. at .15 per sq. ft. 19488.30 8 inch sewer pipe 128 .lin. ft. at .80 per lin ft. 102.40 -Square ix is 6 ,at 15.00 eaeh 90.00 nii� s " -at 10.00 each 20.00 Manhole reset ° 1 at 10.00 10.00 ..Lowering water mains and service& Engineering and c ont ingenc ies 10% 1,209.55 82A. 45 9*030.00 4 TAYLOR STREET AND PRAIRIE AVENUE. Excavat ion a Curb .and gutter , Cement walk Pavement Square inlets Inlets 8 _ inch pipe sewer . vanheles reset Inlets - reset Lowering water mains and services Engineering and cent ingenc ies 10% SOUTH°STREET AND TAYLOR STREET. -,Excavation Curb and gutter ° Cement walk Pavement Square inlets 8 inch pipe sewer Engineering and cent ingenc ies 10% SOUTH'STREET AND TAYLOR STREET EAST. P�xeavet ion Cement walk Curb and gutter Pavement Square inlets ° 8 inch pipe sewer Loweringwater mains and services Engineering: and a ent ingenc ies le% 5580 cu. yda. at .75 per cu. yd. $ 40185.00 1108 lin. ft. at .60 per lin ft. 664.80 9462. sq. ft. at .15 pr sq. ft. 1,419.30 2100 sq. yds: at 2.50 per sq. yd. 5,250.00 5 at. 15.00 each. 75.00 • 3 at 10.00 each 30.00 180 lin ft. at .80 per lin. ft. 144.00 4 at 10.00 each 40.00 2 at 2.00 each 4.0p ,1._ 12. 37#45� ° 1 282 ,55 149120.00. 120 eu.. yda. at .75 per cu. yd. $ 90.00 150 lin. ft. at .60 per lin ft. 90.00 375 sq. ft. at .15 per sq. ft. 56 .25 100 sq. yda._at.2.50 paver sq. yd. 250.00 2 s4t MOS bae- ,t 30.00 20 lin. ft. at .80 per lin ft. _-16, oo 532.25 5 590.00 - 220* cu* yds. at .75 per cu. yd. $ '165.00 600 sq. ft. at .15 per sq. ft. 90.00 100 lin. ft. at .60 per tin ft. 60.00 260. Sq. yds. at 2.50 per sq. yd.' 650.00 2 at 15.00 each 30.QO 30. at .60 per lin ft. 24.00 4 1, 366. OD 334. oe $ 1,500.00 Thar-eiaa N-eyembAM-155-thi • 1917. Cs_nt inued CHAPIN STREET Exeavat ien ° : 7700. ' eu. yds. at .75 . per cu. yd. , S 5.775. 00 Pavement 3079 sq. yds. at 2.50 per sq. yd. 7..698.00 Curband gutter ° •1562 •lin.° ft. at .60 per Zia ft. 937.20 Cement walk- ° :10930 ,.. seq. ft. at .15 per sq. ft. 19639.50 Square inlets 11 at 1500 eahh 165.00 8 inch pipe sewer 260 lin. feet at .80 , per lin ft. 208.00 Uanholes,'reset - 2 at 10.00 each 20.00 Lowering tad water mains and services 1.550.00 $17 992.70 Biig ineer ing and cont ingeenies 10% 1,807.30 19.900.00 SCOTT STREET. ° Bement walk 8554. sq. ft. at .15 per sq. ft. 1,281.60 Excavationf 1860. cu. yds.. at .75 ,per cu. yd. 19'395.00 Curb and gutter, 1092 lin. ft. at .80 per lin ft. 655.20 Pavement 1857 sq. yds. at 2.50 per 4sq. ,yt.` 4*642.50 Square inlets 7 at 15.00 each 105.eo Manholes reset 2 at 10.00-eaeh 20.00 8 inch pipe sewer 165 lit ft at -ft *er lin ft. 132,00 Inlets reset 2.00 Lowering water, staina and services ° ,46,4.00 e9697.30 Eng in,e er ing and c ont ingenc ies 10% �._.. ° . 9,570.00 SOUTH STREET, SCOTT STREETEAST. ° Excavation 80 cu. yds. at .75 per cu. yd. 60.00 Cement walk ° 370 sq. ft.-at .15 per sq. ft. 55.50 Curb and getter 120 tin t. at .60 per lin ft. 72.00 Pavement" ° 80 sq. yds. at.2.50 per sq. yd. 200.00 Square inlets 2 at 15.00 each 30.00 8 inch. pipe sewer 20 lin. ft.. at .80 per lin ft. 16.Oo Lowering water mains and services 172.00 605.50 Eng sneer in° and c ont ingenc ies 10% '6 •50 e 670. tea DUNN STREET CHAPIN STREET EAST. , Excavation° 400 cu. yds. at .75 per cu. yd. 300.00 Curb and gutter 440 lin ft. at .80 per tin ft. 264.o0 Cement walk 1030 sq. ft. at .15 per sq. ft. 154.50 Lowering water mains and services. 32150 ° $19-040.00 Eng ine e r fng ° and c ont ingenc ies 10% 110.00 l,150.00 ALLEY NORTH°OF FORD STREET CHAPIN STREET EAST. Excavation 100 cu, yds. at .75 per cu. yd. 75.00 .Engineering and- cont ingenc ies 10% 15. 00 ° 90.00 ALLEY NORTH OF DUNN STREET. ' Excavation. 15 cu. yds. at .80 per cu. yd. 12.00 Engineering snd contingencies-10% 00' •15. EAR' ARNOLD STREET. Embankment 3543 cu. yds, at 1.00 per sq. yd. 3�0545.0 Brick pavemeat.relaid' 1344. sq'. yde. at 1.50 per sq. yd.-, 2 016.00 Curb 1173 tin. ft. at .30 per tin ft. 351.90 Cement walk 5600 sq. ft. at .15 per sq. ft. 840.00 Walls 5220 cu. ft. at .40 per cu. ft. 20088.00 Plankleg 10800. B�F. at 40.00 432.00 Inlets "sett° Tat 2.00 each 14.00 2 Manholes raised 8 lin. ft. at 5.00 per lin ft. 40.00 Railing 475 lin. ft. at 1.50 per lin ft. �- 7122, 50..__.. ° 109037.40 Eng in eer iug and cont ingenc ies 10 1 002. 60' 11:040600 40 HURON STREET. Embankment 178 cu. yds. at 1.00 per cu. yd. $ 178.00 Curb Cement walk 160 400 tin. ft- sq.�ft. at .30 per tin ft. at 48.00 yall:s 364 cu., ft. .15 per sq. ft. at .40 per cu. ft. 6o.o0 145.6o Railing 65 1 iA. ft. at 1.50 per tin ft. 97.50 Eng ineer ing and c vnt ingeen ies 10 _ 529.10 - . nA . $ 580.00 HANGOCK STREET. Embankment 270 cu. yds. at 1,00 per cu. yd. $ 270.00 Cement curb 260 lin ft. at .30 per l in ft.. 78.00 Cement walk MaYlp • 1170.sq. ft. at .15 per sq. ft. 175.50 fail ing 2206 110 cu, ft. at .40 per cu. ft. linear feet at 1.50 per tin ft. 880.00 .165.'00 .Engineering and a ont fngenc ies 1�0% $'1,568 50 161.50 $ 1,730:00 DIVISION STREET. ° Esnbs nkment 1774 cu, yds. at 1.00 p r cu. yd. Brick pavement relaid 1574 sq. yds. at 1.50 per sq. yd. Cemment _ curb 744 1 in. ft. at .30 pr lin ft. Bement walk 3279 sq. ft. at .15 p-r wq. ft. Walla Planking 2621 21000 cu. B.F. ft. at at AD per nuu uft. 40.00 • 8 inch pipe sewer • 5{ . lln ft. at .80 per lin ft. Inlets reset 4 at 2.00 each 1 manhole reset 2 1in. ft. at 5.00 per lin ft. Inlets 1 at 10.00 Railing . 375 tin. e ft. at 1.50 per lin ft. Eng ineer ing and c ont ingenc ies 10% WALNUT STREET DIVISION STREET NORTH. Embankment Brick pavement relaid Cement curb ° Cement walk Walls 1 manhole reset Railing . Engineering and Conti ingenc ies lO% CHERRY STREET. .Embankment 'Cement walk Planking Cement curb 174 cud. yds. at 1.00° per sq. yd. 254 sq. yds. at 1.50 per sq. yd. `190 lin. ft. at .30 per lin ft. 950 sq. ft. at .15 per sq. ft. 894 cu. ft. at .40 per cu. ft. 2 lin. ft. at 5.00 per lin ft. 120 lin. ft at 1.50 per lin ft. 61 cu. yds.-at A.00 per cu. yd. 420 sq. ft. at .15 per sq. ft. 5600 B.F. at 40.00 100 lin. ft. at .30 per lin. ft. Eng ineer ing and c ont ingenc iesg 10% ALLEY SOUTH OF S012 STREET kICHIGAN STREET EAST Excavation 58 cu: yds. at .75 per cu. yd. Engineering and c ont ingenc iess 10% ALL SY SOUTH OF SOUTH STREET UICH Eccava,t ion Eng ineer ing and contingencies 16% ALLEY EAST OF UICHIGAN STREET' BRO Bxe &vat ion Engineering and c ont ingenc ies 10% IGAN STREET WEST. 47 eu, yfs. at .75 per cu. yd. NSON STREET NORTH. 117 cp, yds. at .75 per cu. yd. $ 1,774.0o 2, 361.00 223.20 491.85 1048.40 840.0o 40.00 8.00 10.00 10.00 7068.95 ---- MI. 15 89100.10 174.00 381.00 57.00 142.5.0 273. 00 10.00 180.00 flv217-50 122.50 41,340.00 61.00 0.00 224.00 -_ 30.00 9 378.00 -- . 42.00 420.00 43.50 6.5 0 50.00 35.25 $ 40.00 87.75 12.25 1 100.00 41 ESTIMATE OF COST OF CHANGES IN,STREET AND ALLEY GRADES ACROSS GRAIM `TRUNK VESTERN RAILWAY FOR YORK CENTRAL RAILROAD COMPANY GRADE 'SRPARAT10i- ° o .. , D TV IS ION STREET. Railing . 52'0 1In `ft.' at '1.'50 per ^ti1.n eft. 780.00 Embankment, 955 ocu. iiv. at i.00 per cu. yd. 985.00 Brick pavement relaid . , , . ,1e24.. sq. yda. at 1.50 per sq. yd. 2,7%.00 Planking. •... ,,..., 10500�B.F. at-40.00 420.00 Cement curb 917 lin. ft . t .50 per tin ft. 275.10 Cement b�N s, 4470 sq. ft. at .15 per sq. ft. 670.50 Malls 2405.cu. ft. at .40 per cu. ft. 962.00 Inlets reset 9 at 2.00 each 18.00 New Inlets- 2 at 10.•00 'each, 20.00 2 Manholes °reset' • °4 °tin.° ft. �at 5.�00 per 'lin �ft. 20,00 ` 8 inch pipe sewer „ " 140,11n ft. at .80 per lin 'ft. 32.00 6s,918.60 Engineering and c ont ingenc ies 10% el s 4o 10.00 LAUREL STREET DVISION STREET NORTH AND SOUTH. Embankment 215 cu. °yds. at 1.00 per cu., yet. 21.5.04. Brick pavement relaid 158. sq. do at 1.50 per sq. yd. 237.00 Cement curb 320 lino ft. at .30 per lin ft. 96.00 Cement walk 1600. sq.-ft. at .15 pe sq. ft. 240.00: Walls 1100 cu. ft. at .40 per cu. ft. 440.00 Inlets reset 4 aaxxft. at 2.00 each. 8.00 New Inlets 4 at 10.00 each °' 40.00 8 inch pipe sewer. 40 lin. ft. at .80 per lin ft. 32.00 Railing _ 200 lin. ft. at .1.50 per lin ft. �00.00._.._� 0 19608.00 Engineering and c ont ingenc ies 1019 162.00 1.770.00 WALNUT .STREET. _ Etimabnkment • 184 cu, yds. at 1.00 per cu. yd* $ 184.00 Planking 14000. B.I. at 40.00 560.00 Cement curb 92. lin. ft. at .30 per lin ft. 2 7.66 Cement walk 525 sq. ft. at .15 per sq. ft. 76...25 ' 0 850. 35 Eng in eer ing snd c ont ingenc ies 10 940.00 GRIDDE SEPARATION N. Y. C. R. R. HighStreet............................................................ 680.00 Marietta Street........................................................3,710.80 Alley south of N.Y. C . R.R. Marietta Street West ...... ..............._ 140.00 Alley south of N.Y. C.R.R. Marietta Street east ........................ 220.00 Ohio Street ................... .........................................3,70Q.00 Rush Street ................... .........................................4,430-.00_ Alley south of Sample Street ......................................... 350.00 Alley east of Rush Street ............................................... 230.00 Sample Street......................................................•...6,740.00 Umpts Fellows Street..................................................6,620:00 Putt Street..................................... ........................1,380:00 Angle Street...........................................................1:420.00 Michigan Street........................................................3f,78C.00 Bronson Street.........................................................14.500.00 Mein Street............................................................ 99840.00 Lafayette Street ....................................................... % 030.00 Taylor & Prairie Avenue................................................14.120.00 SouthStreet -- Taylor Street east ...................................... 1.500.00 South Street-- Taylor Street West............. ......................... 590.00 Chapin Street..........................................................19.800.00 Scott Street............................................................9,570.00 South Street -- Scott Street east.. ..................................... 670.0.0 Dunn •.•..••• 00•66••0•10150.00 .Alley north of Forst Street.... ... 90.00 0 over ) 4 Alley north of Dunn Street ................» ...,..:,............... 15.00 Arnold Street.....»...., .:...,....» ............................ 11,040.00 Huron Street .......................,......:..........:. 580,00 Hancock Street ..:....................... ...........,............... 10730*00 Division Street ..................................................... 82,100.00 Walnut Street and. Division Street..uarth............................. 19340.00 Cherry Street.......... ............:.. ..:....•.....:...........:..... 420.00 Alleysouth of South Street Michigan Street east ..................... 50,00' Alley south of South Street Michigan Street west....» :...........:... 40.00 Alley east Of Michigan Street Bronson St. actftth..'............... 100.00 170. 75.00 GRADE SEPARATION GRAND .TRUNK WESTERN R. R. Division Street ..................................................... 7,61o.00 Laurel.Street ............................ 1*770.00 Walzznt Street ........................... ....'......................... 0.00 100320.00 _........ This estimate is for the work upon the streets affected by the grade separationT and includes the quantities between the property lines of the Streets and across the right of way of the railroads. The quantities for Arnold Street and Walnut Street at the Grand Trunk Western R.R. have not been separated for the several railroads affected. Tot-1 estimated cost of the work to be done at Arnold Street by the C it.v of South Bend, to ,b a divided between the New York Central Railroad Co.,, Trunk Grand Trunk Western Railway Co., Indiana Northern Railway Co. OliveR Chiiled Blow Co ,, 'as may be decided upon. ' $11,040.00 Total estimated eost'of the work to be done by the City of South Bend', at the street intersections with the New York Central Railroad Co. Chargeable to the New York Central Railroad Co. 75% 119.726.25 Chargeable to the City of South Bend, Indiana 25% 39,208.75 159. 35.00 Tote,l estimated cost of thw work to be done by the City of South Bend, Indiana at the street intersections with the Grand 'Trunk Western Railway Co., Char''geable to the -Grand -Trunk Western Railway Co. 75y6 79740.00 Chargeable to the City of South Bend, Indiana. 25% 26580000 $10,320.00 Pres i�l'• I Y