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"Trailing the Tiger" is an ex- tremely interesting book. In fact the tigers showed themselves so reluctant about appearing to be shot thatrthe book and the trip are nearly finished before the great moment arrives which makes it more nearly a travel. book, a col- orful, humorous, interesting ac- count of these little known coun- tries Sumatra, Java, mtdo-Chhuc- For those of us who have more or less affection for our heads in their proper plate-ahah is on our shoulders' and ot in a lion’s or tiger's mouth {or inistanee--and who therefore, prefer to have our big game hunting done for utr,-- Mary Hastings Bradley. does a noble work. She never seems to tire of rushing off to the most dangerous and inaccessible parts of the world to trap gorillas, shoot tigers, or something. Then she is just as obliging when tWii:- gets home in telling us all _about it. “Trailing the Tiger" by Mary Ha§tings Bradley D. Appleton & Co. ., t Ernest R. and Gladys H. Groves, the authors; of "Wholesome Child- hood," which was so Widely wel.. comed have now written 'a book "Wholesome Parenthood,'" which gives the promise'M being equal- ly helpful. . .. . THROUGH WILD COUNTRY Said bid for the work is as follow- ITEM NO. 1 _ T 20,000 cubic yank of oxen-tum for the concrete pavement Ind“ the combined curb nnd tuner and for the parkwnys: including all clan- in: and uncaring the mailer“): and removal ot alt “Irvin: exca- vated materials and including rem toration of existing driveway! where datnatrai. Atraiuimr neve- ment in said Green Bay Road I?" be classed u excavation and In regard the.“ be taken to the ul- vage value of said existing pave- ment; all excavation shall be measured in the eat by the aver- age end are: method: complete at 80 Cents ($.80) per cubic Tami..' ITEM NO. 2 . 22,520 square ynrds of reinforced concrete pavement. ten (10).“ch thick; the square yards mensured between the nearest edges of the combined curb and gutter; the 5S"'fftte to be Tered [gigglulne Bob Davis, newspaper reporter par excellence hasrwritten a new book "Bob Davis Abroad." Ar- though the title- sounds like one of the Rover boys series ’the book 'shculd be better. BotcDavis was editorially, thirdiscoverer of Mary Roberts Rinehart. Fanny Hurst and a score of others. 7 to said Highwnyn' Con-WE); aaaiFa; the, 1iltlty?f_Auet, A. D. 1920. NOTICE or AWARDING WOT . NOTICE in - given to Ut perm In- teretrted.Httat bid; for the {cribbing of all when took and with been..." tor tho construction of I reinforced “who. Invo- ment in Green Buy Road from County Line Road to Edtrewood Road in XML-ad Patk., lathe County. Illinoin. were mud on the 5th day of August, A. D. MM), and the High- ways. Con.truetion Company kins the [out reaurotteittitt pm", the contract wu awtrded Then for a brilliant climax the of one (1) part Portland cement. two 12) parts sand and three and owhalf (3-%N parts grave] or crpshed stone mixed "with lum- cient water: reinforced with eighty (80) pounds of welded steel wire fabric for each one hundred 34 JUST PA-RAGRAPHS @hllérwi "000.00 . The story deals with a group of young people more or less unre- lated, making some abrupt shifts of scenes of the kind which make you look in irritation at the cover thinking you have oicked'up the wrong book. The group grOWs up and intermarries, ut two of the girls'st the ages, of eleven and thirteen approximately, have fall- en in love, with.the same youth. Without ever seeing him except for‘the potent s ace of one dance they are 'di'hW unto death. Af last he" is rediscovered and one of them msrries him. (It is not a L',',1,p,,r,'g,"',t.', country) The other comes his mistress. We leave them at a happy little. house party. But what it’s all shout or for I csn't say. It’s not only beauty thatone wonders about it's the whr--wltr--whrt . . “Beauty? I Wonder" is one of those books that didn't come off. 9nettalizes as one reads that there is some good writing- in it but also that seine essential ele- ment is lacking. Audit is as es- sential an element as baking, pow- der is to cake. Ibis the vivifyintr, energizing, magical element, the one which, makes tltother ingred- ients do their part properly. It is the force, or strength, or pas- sion whielrputs the breath of life into characters, which changes them from flabby puppets into people as living as "ourselves. (no) - Lot " mt; including curing " och. one W gallon a! uphsltlc mixture for each "mttp-itve (u) - m o! per-lent sprayed on the pave- meat by n compressed sir machine or the curing shall be done by Wnter Fog Sproy foe seven days. sud including protecting and cleaning said pnventent hid conic .plete " Three Doll-r- Ten Gents ($0.10) per - ynrd.......-..,......3 ITEM" No. 3 12.400 lined Net of concrete coin- bined curb and Butter; the con» crete to be compiled by volume of one (1) port Portland cement. two (2) Darts and and three and one-half (845) parts gravel or crushed stone. except that the ew. poced surface to I depth of’one- lull (%) inch shell be of mortar composed by volume of one (I) pert Portland cement nod two (2) vim and; both mortar and can'- crete "til be Inked with sull- .eient (water; including curing by one of the methods mentioned for the pavement, protecting Ind cleaning; constructed complete st No. Dollars Ninety Cents ($0.90) "Der lineal foot _--.-.--.-..." ITEM NO. 4 ', 47 concrete catch basin manholes: bottoms eight (8) inches thick. walls six (6) inches thick: inside diameter four (4)'feet: the' mi- l mum detrih,ot the concrete is four- teen-and seven-tenths (14.7) feet: the minimum depth is six snd six- tenths (6.6) feet and the avenue depth is nine and -en-tenthr (9.7) feet, with openings for inlet and outlet pipes. Each catch basin gunhole shsll be provided "Beauty? I Wonder" by Dorothy. Coursen Elliot Holt T WE WONDER, TOO tiger. appears. After. a grilling endurance test which makes one feel that no tiger could be worth it he is shot in" all his savage grandeur. The trail which had led them ,through thousands of ‘miles is ended. T _ THE "PltBttt, is 11160.00 3 09812400- 1iu"eGG'ieti"iit""it,"i', iGiirs"'it,' centy "2.00yyrer'1ineau foot.......$ ITEM NO. 10 T ' 180 lineal feet of Rtteen (15) inch tile pipe drain laid at a maximum - depth of nine and four-tenths (9.4) Net. a minimum depth of .two and flve-tenttu, (2.5) feet and an avenge depth of six (6) feet; including restoration 'of the park- way in Roger Williams Avenue to its original shape and condition. and connection to headwall, laid 1,225 lineal feet of twelvellZ) inch tile pipe drain kid It a maximum depth of eight and six-tenths (8.6) feet, 3 minimum depth of four and seven-tenths (4.7) feet and an average depth of seven and two- tentha (7.2) feet. laid complete at One Dollar Fifty Cents ($1.50) per lineal foot w----.-----..' ITEM NO., 9 - 1,494 lineal feet of. fifteen (16) ing, tile pipe drain kid at 1" maximum depth of ten (10) feet, a minimum depth of four and three-tenths (453) feet and an avenge depth of ‘se'vjen (my siXoterLthn ft.fi) feet, 5,644 lineal feet of eight (8) Inch tile pipe drain laid at I. maximum . dtarth of eight (8) feet. a mini- - mum depth of three and four.. tenths 13.4) feet and an average depth of six ‘and tive-tenths (6.5) feet, laid complete at No' Dollars Ninety-tive Cents 180.95) per .linenl foot m--------.-.--.-..-" ITEM NO. 7 2,126 lineal feet of ten (10) inch tile pipe drain laid at n maximum depth of six and eight-tenth: (6.8) feet, a. minimum depth of' three and 6hstenth (3.5) feet and an average depth of five and eight tenths (5.8) feet, laid complete at One Dollar Fifteeerukttta' (81.15) it: lineal foot ..,..._...c._/-..._t ter Line of theGUrGGGrC. 'GiiGCior""iU.""G where the depth of the howline in below the gurfagg pf the ground. I with; cut iron eateh Inn-in cover I let to Rude wttere.located; inelud- . ink all panting, shoring. brtus inte, pumping. baekfuiine with earth, ttusthirut and commetinw asaid baekO Ind removal of all surplus exenvnted materials, con- structed complete " Ninety-ttvo Dollar: No Ctr: (895.00) ench....3 4T6.00 All Me fo six (6) items marked No. 6, No. T, No. 8. No. 9, No. _i0 and No. 11 shall be vitriited, alt-clam. hub and trpiqot.tile pipe drains, with joint of mortar composed by volume of one (1). part Port- land cement and two (2) nuts and mixed with numcient water. The size of the pipes given below refers to the internal diameter. All of the .ftfteen (15) inch and eighteen (18) inch pipes shall be double strength. All trenching, ahoring. bracing and pumping shell -be' done and the trenches shall be back- tuled with math, thoroughly mulled and compacted, md all surplus excavated mate. rials shall be removed, including all connec- tions to eatehutstaims and catch-basin man- holes. The. depth given in the depth of the Itrlir,te below: the -ftnitihed grade on the-Cen- withne.sttrmsaatett Manager. V In?» M whore hound: 15- _ eluding 'a'll excavatiu. aborting, . _ Mach. min, hacknlllac with earth. luau" and compacting thr hack!" and ml of all unplu- ' excavated material“ con-m complete " One Sandro-i Dollar: No Celt: (8100.00) cach ...-..........8 4100.00 ITBM NO. 5 5 concrete‘ catch haalna. bottom. eight (8) inches thick. walls nix (6) inches thick. fluids diameter, four 14? Net, the maximum depth of the concrete h ten and men- tenths (10.7) feet; the minimum depth is level: 19:! three-team (7.8) feet and the average (huh via nine and "e-tiistha (9.5) feet. with opening for the outlet pipe. Each catch hilt; thall he provided 7 Ai'cE.Gitarir.nosm'Ak Ever'ytrody is read- ing the delightful new novel by the author of whim . I ol _ 'mtor: $2 ' 2988.00 , 5361.80 1837.50 2444.90 .0... F..._.%..NW.." ‘11“); “an "w"; top one H) foot In width: bottom four and five.tenths (4.5) feet in width: footing "tr-two (M) feet long; one (lrfoot high and ftvo and tixre-tenths (5.5) feet wide; the parapet wall ttttr-two (52) feet long; two (2) Net high Ind one ti), foot wide: the coping ttttr-two (52) feet four (t) incha long. six to) inehea high and one H) foot four (4) inches wide; coll- hininx neventr-ftve and one-tenth (76.1) cubic _ynrds of conerete; comtructed complete It Twenty- four Doll-n Nt, Cenh ($24.00) per cubic yard _ T .."r_ Trt _...,..,-..,' ITEM NO. " ' » t Retaining will constructed In tho emu parkway of Green Bar Road at the enhance to Elvin“ Park. thirty-six (86) feet Iona: ten (to) feet high: top one (1) foot wide: bottom four (4) feet wide; footing t2lttei: (as) feet long. one (I) ITEM NO. 16 ITEM NO. 15 l headwall constructed jn the west parkway' of Green Bay road near Washington avenue, twenty (20) feet long, seven and flve-tentha (7.5) Net high; top one (1) foot 'i,tg11t,,'y bottom three (8) feet in wid h. The Parapet wall twenty I20) feet long. two (2) feet.hitth and one (1) foot in width; the coping twenty (20) feet 10hr ff) inches long. six (6) inches high and one (1) foot four (4) inches wide, containing twelve and nine. tenths (12.9) cubic yards of con- crete: constructed -eomplete at Twenty-four Dollars mo Cent! ($24.00) per cubic yard ... -__.. __-rw.,-. S Cents ($2.10) per lineal foot .......8 375.00 ITEM NO. " 145 lineal Net of eighteen (18) inch tile pipe drain. laid at a maximum depth of eight (8) feet, a mini, mum depth of seven tTr feet and an average depth of seven and D itve.taesth. (7.5) (eetglald com- plete " Two Dollars 'Thirty Cents ($2.80) per lineal foot m-.--,-..' 333.50 ITEM NO. 12 " lineal feet of eighteen (Ill) inch '. . inside diameter, bell and spigot concrete pipe, laid with joints. of mortar composed by volume of one ll) part.Portland cement and two. 12) parts sand mixed with'V _ eient water and laid " an average depth of four (4) feet below the f1nUhed grade of the pavement where located. including all trench- ing, Ihoring, bracing. pumping. baekOintr with earth. flushing and compacting the backtlll. _connec-r tions to catch-basin manholes and headwall and removal of surplus . excavated materials. laid complete at Two Dollars Ten Cettta-t88.t0) _ par lineal foot _--,..--.--." 102.90 ITEM Ro. " 67 lineal feet of twenty-four (24) ' inch inside diameter reinforced __ concrete, bell and spigot pipe. laid with joints of mortar composed Jrr volume. of one lt) post Portland % cement and two (2) parts sand _ mixed with tsumeient water' and . at an average depth of six and . seven-tenths (6.7) feet below the finished grade of the pavement where located; including all trenching, shoring, bracing. pump- ing, backiilling with earth, flush.. ing and compacting the baekttli, connections to catch-basin manhole Und retaining walls‘ and removal _ J ot/all surplus excavated materials . and existing pipe and wall,- laid complete " Three Dollars' No Cents ($3.00) per lineal loot .......$ -201.00 The following headmlls and retaining walls marked No. 14, No. ltr, No, 16 and No. 17 shall be constructed of concrete composed by' volume of one (1) part Portland cement, two ’(2) parts sand and four (4) parts gravel or crushed stone. except that the exposed sur. faces. after baekmlintr has been. done. to a {depth of one (1) inch shall be of mortar, :composed by volume of one (-1), part Port- land cement an'd two (2) parts sand: both mortar and ~concre.te .mixed with tsufKeieat water. . The bottom of the headwalla {hall l. 'bir.-threrr ittt feet below the ft,owliio the pipe passing through said h’eadwalls; and the bottom.“ 'the footing of, the retaining walls shall be four (4) feet below the Bow- linc of the pipe passing through said re- taining walls; including " excavation, shor- ing, bracing. pumping; baektulirur' with earth, flushing and compacting the baekfUl and re- moval bf all surplus excavated materials. ’ITEM NO. 14 Lheadwall constructed in the north foot 'Mii- {rid Gi' (Erie? 'parkway of Roger Williams Ave- y, nue, tive '(5) feet long. "ive and 'six-tenths (5.6) feetlhigh; top one fit foot in width and bottom two (2) feet in width; including resto- 'ration- of the erkwgy to its original shape and condition. Said headwall contain. one and ttttt five hundrmtths 11.55) cubic yards of concrete: constructed Complete at Twenty-four Dollars' No Cents ($24.00) per cubic yard ---,-" Retaining wall constructed in the wetrt. parkway of Green Buy End at the entrnnce to Ravinia lurk. fifty-two f 52) feet Iontr,. eleven and three-genfha 311.3)Ageeq high: eyasuriete, " Tito Dollar: Thursday, August-16, A9:?.g ' iM2.tit ' 809.60 37.20 Thursday, Att, var-st wO t long, two (I). .1, foot wide use) feet tour" .5) inch. his! four H) inch: turtr-three, um cubic ysrds ofe culeew " T No Gems 1884.1 ITEM NO.. " is500 square , iusndraked, ttnd '115 set forth _ and eleanime, at Two Dol 432.70l per m ITEM NO.. 24 37 existing man covers tot be a where located Dollars No C: ITEM NO. 25 . 10 water meter adjusted to n _ rated, complev Cents (-84.99) ITEM NO. 26 2 existing “ouch iuittred to new the existing t ITEM tto. 27 1 Fire hydrant. of the en'h'an disconnected. connected, in seven (7) fe cast iron wat of lead and trenching. ex with earth, ft ins! the back all surplus i complete It Cent: (880.00 ITEM NO. 28 2 Fire hydrant noujherly line Bloolnd, first Highlands am first one nout Avenue aha" attack of ti _ heated. comp Inn No Cents ITEM NO. 29 1.400 mum fe walk “mt-one Width: mm' be removed al furnished wit manhole coire! dn-d forty ( grade; comp] Dollars No o Row