CIHM 
 
 Microfiche 
 
 Series 
 
 (l\1onographs) 
 
 ICIMH 
 
 Collection de 
 microfiches 
 (monographies) 
 
 Canadian Institute for Historical Microreproductions / Institut Canadian de microreproductions historiques 
 
Technical and Bibliographic Notes / Notes techniques et bibliographiques 
 
 The Institute has attentpted to obtain the best original 
 copy available for filming. Features cf this copy which 
 may be bibliographically ;;.iique, which may alter any 
 of the images in the reproduction, or which may 
 significantly change the usual method of filming, are 
 checked below. 
 
 D 
 
 Coloured covers/ 
 Couverture de couleur 
 
 □ Covers damaged/ 
 Couverture endommagee 
 
 □ Covers restored and/or laminated/ 
 Couverture restauree et/ou peliiculte 
 
 □ Cover title missing/ 
 Le titre de couverture manque 
 
 D 
 D 
 D 
 
 n 
 
 Coloured maps/ 
 
 Cartes geographiques en couleur 
 
 Coloured ink (i.e. other than blue or black)/ 
 Encre de couleur (i.e. autre que bleue ou noire) 
 
 Coloured plates and/or illustrations/ 
 Planches et/ou illustrations en couleur 
 
 Bound with other material/ 
 Relie avec d'autres documents 
 
 Tight binding may cause shadows or distortion 
 along interior margin/ 
 La reliure serree peut causer de I'ombre ou de la 
 distorsion le long de la marge interieure 
 
 D 
 
 Blank leaves added during restoration may appear 
 within the text. Whenever possible, these have 
 been omitted from filming/ 
 II se peut que certaines pages blanches ajouties 
 lors d'une restauration apparaissent dans le texte, 
 mais, lorsque cela etait possible, ces pages n'ont 
 pas ete f iimees. 
 
 L'Institut a microfilm^ le meilleur exemplaire qu'il 
 lui a iti possible de se procurer. Les details de cet 
 exemplaire qui sont peut-«tre uniques du point de vue 
 bibliographique, qui peuvent modifier une image 
 reproduite. ou qui peuvent exiger une modification 
 dans la methode normale de f ilmage sont indiques 
 ci-dessous. 
 
 □ Coloured pages/ 
 Pages de couleur 
 
 □ Pages damaged/ 
 Pages endommagees 
 
 □ Pages restored and/or laminated/ 
 Pages restaurees et/ou pelliculies 
 
 □ Pages discoloured, stained or foxed/ 
 Pages decolorees, tachetees ou piqucfts 
 
 □ Pages detached/ 
 Pages detachees 
 
 □ Showthrough/ 
 Transparence 
 
 □ Quality of print varies/ 
 Qualite inegale de I'impression 
 
 □ Continuous pagination/ 
 Pagination continue 
 
 □ Includes index(es)/ 
 Comprend un (des) infiex 
 
 Title on header taken from:/ 
 Le titre de I'entCte provient: 
 
 □ Title page of issue 
 Page de titre de la 
 
 □ Caption of issue/ 
 Titre de depart de la 
 
 r~~] Masthead/ 
 
 livraison 
 
 livraison 
 
 r~7J Additional comments:/ This copy is a 
 
 Generique (periodiques) de la livraison 
 
 Commentaires supplementaires: 
 
 photoreproducti on . 
 
 
 Thisi 
 Cedo 
 
 10X 
 
 tem is 
 cume 
 
 filme 
 fit est 
 
 datt 
 filme 
 
 here« 
 au tai 
 
 MX 
 
 luctio 
 Jx de 
 
 n rati( 
 reduc 
 
 >chec 
 tion ii 
 
 kedfa 
 idiqu 
 
 1SX 
 
 «low/ 
 
 i ci-dessous 
 
 
 sx 
 
 
 
 
 26 X 
 
 
 
 
 mx 
 
 
 
 i__„ 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 I^X 
 
 
 
 
 16X 
 
 
 
 
 20X 
 
 
 
 
 24 X 
 
 
 
 ^■"■^ 
 
 28 X 
 
 
 
 
 H 
 
 22X 
 
The copy filmed here has been reproduced thanks 
 to the generosity of: 
 
 Glenbow-Alberta Institute 
 Calgary 
 
 The images appearing here are the best quality 
 possible considering the condition and legibility 
 of the original copy and in keeping with the 
 filming contract specifications. 
 
 Original copies in printed paper covers are filmed 
 beginning with the front cover and ending on 
 the last page with a printed or illustrated impres- 
 sion, or the back cover when appropriate. All 
 other original copies are filmed beginning on the 
 first page with a printed or illustrated impres- 
 sion, and ending on the last page with a printed 
 or illustrated impression. 
 
 The last recorded frame on each microfiche 
 shall contain the symbol —'^(meaning "CON- 
 TINUED"), or the symbol V (meaning "END"), 
 whichever applies. 
 
 Maps, plates, charts, etc., may be filmed at 
 different reduction ratios. Those too large to be 
 entirely included in one exposure are filmed 
 beginning in the upper left hand corner, left to 
 right and top to bottom, as many frames as 
 required. The following diagrams illustrate the 
 method: 
 
 1 2 3 
 
 1 
 
 2 
 
 
 4 
 
 5 
 
 
Bd thanks 
 
 quality 
 
 tgibility 
 
 tha 
 
 L'examplaire filmi fut reproduit grdce d la 
 gin^rositd de: 
 
 Glenbow-Alberta Institute 
 Calgary 
 
 Las imagas suivantes unt dt6 reproduites avec la 
 plus grand soin, compte tenu de la condition et 
 da la nettati da I'axamplaira fllm6, et en 
 conformity avac las conditions du contrat de 
 filmaga. 
 
 T9 filmed 
 ig on 
 I Impras- 
 I. All 
 3 on tha 
 pres- 
 printad 
 
 Las axemplaires originaux dont la couvarture en 
 papier est imprim^e sont filmis en commenpant 
 par la premier plat at en terminant soit par la 
 darniire page qui comporte une empreinte 
 d'impression ou d'illustration, soit par la second 
 plat, salon la cas. Tous las autres exemplaires 
 originaux sont filmAs en commenpant par la 
 premiere page qui comporte une empreinte 
 d'impression ou d'illustration et en terminant par 
 la derniire page qui comporte une telle 
 empreinte. 
 
 :ha 
 
 CON- 
 
 ND"). 
 
 Un das symboles suivants apparaitra sur la 
 derniire image de cheque microfiche, selon le 
 cas: le symbols — ^- signifie "A SUIVRE", le 
 symbols V signifie "FIN". 
 
 I at 
 
 a to be 
 led 
 left to 
 
 I as 
 tetha 
 
 Las cartas, planches, tableaux, etc., peuvent dtre 
 filmto d des taux de reduction diffdrents. 
 Lorsque le document est trop grand pour dtre 
 reproduit en un seul clichi, il est filmd A partir 
 da I'angla supirieur gauche, de gauche d droite, 
 et de haut an bas. en prenant le nombre 
 d 'images nteessaire. Les diagrammes suivants 
 illustrant la mithoda. 
 
 1 
 
 2 
 
 3 
 
 4 
 
 5 
 
 6 
 
'*** t'' au.ou-o(«i-'i, f-^)' 
 
 /V ■ 
 
 
 i 
 
 ATLANTIC AND NORTHWEST RAILWAY, 
 
 \, i^-v*"-%i^ . ■„■ . ..:jj*'OTB»'jWj*«av^^iJea.rc-v-i!'v:a^rr.:' 
 
 GENERAL SPECIFICATION 
 
 ^* # 
 
 Wdlli lo 1)1 
 iloiio. 
 
 Exlonloftlio 1- This spocification refers to all \v,.vks required I'orlh.' eoiistruetion of thu 
 
 "■"'"''• ;ibovo Kail way 
 
 2. The works to bo doin' I'omprisi! clearing, (^lose-cutting', t;-rul)hin>>;,.feiieiii!;, 
 earth eX(;avaliou, roek ^^xcavatioii, inasoury, rip-rap, fariucrnssiiiijs, raltle-^-uards, 
 a)id all oth(!r work ne(n's.sary lo fully coinplete a lirsl-rlass sini^'le (rack railway 
 up to sub-grade between the above-mentioned points. excejSt the eonslruetion 
 and erection of the iron superstructure of the liridges. 
 
 Cl,EAI!INn, OloSE-CUTTINO and CluuiilJIXti. 
 
 3. Whore the line passes through wooded land, tlie entire light of way 
 must be cleared ot all the; limber brush, stumps, etc',, whififi^inust be either 
 burned or removed from thi; right of way, Xo timber, Ijrush, slumps or roots 
 sh.'l m any case be piled upon adjacent lands. 
 
 . • 4. AVh(!re embankments are l.css than four feel and more I ban IS inches, all 
 trees and stumps are to be cul oil' close lo tlie ground. 
 
 o. h\ excavations less than three feet and embi^nkmi^nls less than 18 inclios, 
 all trees and stumps must be; grubbed out within the-linTits of such, cull ins's, 
 ditches, drains or embankments, but in, no case shall grubliiiig be .paid for in 
 bolTOW-pits. ' ' 
 
 6. In swamps or soft places, if so directed by the JIaiuiger, a cross-way of 
 such breadth as he may direct shall l)e consirueted of a depth of one foot or such 
 greater depth as may be considc^red necessary. 8aid logs to be placed close 
 together and to be not less than six inches in diameter and linally closely covered 
 with brush. No ditches to be made on either side of such cross-way, unless with 
 the permission of the Manager. This work will Ijc paid for at so much per acre 
 on a basis of one foot in di.'pth of timber. 
 
 . * / 
 
 Fencing. 
 
 7. The entire line may be fenced wiljibarbed- wire fence of the b'est class 
 in every respect, and is to bo left by the contractor ou the completion of. the lino 
 in a state of thorough repair. • ■, 
 
 Clciiriiij; 
 
 'Closecuitiii' 
 
 Grnl>bin;;. 
 
 CrdS.iWiiyin;; 
 
 
 M 
 
 -^' 
 
I'osts. 8. The post, 
 
 I'lul, tliuy aiv to 
 iiiu to 1)1! placed 
 
 L'XIl'pt ill Kolt g 
 
 Thuy nri! to ntuu 
 ccMitro to ii'iitvc, 
 
 I!u;ir,l. 9. Two boa 
 
 fliickiicsM, uro to 
 with (six four iiu 
 
 Bracc-posls. 10. 15nicc-po 
 
 per Jotuil plans t 
 
 Wira. 11. Theru w 
 
 quality aud of a] 
 fasti'ULid to thu 
 stix'tchod oul. 
 
 (lalos. 12. Gatos to 
 
 14 li'i'l in vviiltli 
 aud of the liuu'ii 
 
 Time of com- 13. No gradi 
 
 tno cU'anng', clcsc 
 faction of the Ma: 
 
 Itcaponaililo 14. TliuCout 
 
 to crops. nt^loi-o thu loncin< 
 
 for all damage to 
 
 cau.SL'd by the fi 
 
 employ or by any 
 
 Kxtont of 
 work. 
 
 l.j. The worl 
 ments necessary I 
 sidiiif^s, road dive 
 
 VVidtliofoiit- 10. The gene 
 tiiit-'siiiiiloiii- ... . 
 
 Iwiikinuiits. material is require 
 
 as required by t 
 
 embaukments sha 
 
 17. All sided 
 are to be esecutec 
 they are to be pro 
 tops of these ditel; 
 bankments than f 
 
a 
 
 Pott*. 
 
 Hoard. 
 
 8. Tho posts arc to he ol' round oi'dar, not loss than fivo iuchcs at the small 
 end, thyy aiv to he Mtniiglit and nratly dressed, witli (lie hark all removed, they 
 iiro to l)(i idaeed lour leet in llie ground with the large end d^wn and not puintcd, 
 i)x<ci)t in solt ground, ami then only with the Manager's . onsent in writing.' 
 Thoy are to stand lour leut six imhos ahovo the ground, to !»• placed eight iuct, 
 centro to centre, and (o have the tops cut oil' at an angle ol' 15°. 
 
 9. Two boards IG leet in length by six inches in width and 1} inches in 
 thickne.s,s, are to be securely nailed at the top ol' the posts, as shown in the plans, 
 with six I'our inch cut nails in each board. 
 
 Bruco-posls. 10, Brace-posts must bo placed at distances not uxcoeding 300 feet apart, as 
 
 per detail plans to be rurnished. 
 
 Wire. 11. There will be ibnr-rows of barbed wire of No. 12 steel, to be of the best 
 
 quality and of approved pattern, with barbs not less than six inclies apart, to bo 
 fastened to the posts with .staples of a])i)ruved pattern, alter having been 
 stretched out. 
 
 Clllo.M. 
 
 12. Crates to be made as per drawing shewn, with hinges, fastenings, &C., 
 14 feet in width and A (J" in height ; the gate posts are to be well set and braced, 
 and of the limensions shewn on the drawin" 
 
 Grading. 
 
 Timoofcom- 13. No grading shall bo commenced upon any cutting or embankment until 
 
 monccniuii . j^jj^, dt.aring, close-cutting and grubbing required shall ])e conndeted to the satis- 
 factiou of the Manager. 
 
 Itosponaililii 14. The Coutra(.tor for grading, will, in most cases, require to commence work 
 
 to'croi'is!""'" liofo''u the fencing is built and it is clearly understood that he is to be responsible 
 
 for all damage to croiis on adjoining laud, by reason of any damage that may be 
 
 caused by the fences being removed or thrown down, either by men in his 
 
 employ or by any one else in the employ of the company. 
 
 ICxUint iif 
 work. 
 
 lo. The work to be done consists of all excavation and formation of embauk- 
 mouts necessary for the construction of a single track railway and includes all 
 sidings, road diversions, farm crossings, levelling of station grounds, \'(;., &c. 
 
 vyiiUliofciit- 10. The general width of cuttings shall be 22 feet at sub-rrdad(> b 1 
 
 !;eu 
 
 i)iiiikinunt.s. material is required to make hlls, the cuttings must be widened for this pu; pose 
 as required by the Manager before borrowing from any other source. All 
 cmbaukmeuts shall be a) east 10 feet in width at sub-grade. 
 
 17. All side ditches are to be graded so that no water will stand in them, they 
 are to be executed in strict accordance with the lines and grades to be "-iveu, 
 they are to be properly sloped and left clean and free from all obstructions. The 
 tops of these ditches arc in no case to bo nearer the foot of the slopes of the em- 
 bankments than five feet. 
 
 i.tJMff. -.'MJimtJuv-u^'gr;;" • • — -=— - 
 
 ■.IjjiJ 
 
L'lulcnlniiiiH IK. All, -lid 
 
 iniihl l)i. (jiorc 
 lianlviuul llh'o 
 ■.vill 1),. ,ul 1( 
 
 t'iy;lili'cii iiich( 
 
 MioilN UN till- (■ 
 
 iiichos ill dim 
 
 IjI-UnIi llllll, wl 
 
 lilli'il ill with 
 iliv to be imt i 
 I'lir at ,so iiiiirJi 
 WHIR'. 
 
 CiKcli-Halcir 
 driiiiM. 
 
 1!). Catch- 
 whoro ruqiiind 
 
 llcriii 
 
 20. In .utl 
 (III I he .siii'liu'U ( 
 
 ri' 
 
 l'nM.,,„(ir„ ill -wnir 
 
 un iiiil.fliill 
 
 i,'nMiii.i,H. iii'w work won 
 
 Contractor .sliai 
 
 mi'iiciutf tlu; en 
 
 Mali'iiiiln ill 22. 'I'll,, I,,., 
 
 tiinh.'iiiiv- -_ 
 
 niciil.s. Maiin,<,'i'r. All 
 
 ditclu's, walor c 
 
 places us the Mi 
 
 Ijorruwi 
 
 2.'1. In cases 
 incnl.s, tliL' (Iclic 
 inittiny ditches 
 of obtaiuiiig earl 
 no case will tliii 
 ol' the MaiiaufiT. 
 
 WaMiiiK. 24. No wasi 
 
 will bu allowed 
 used for widejiiii 
 may direct. 
 
 Cla.sisin- 
 lation. 
 
 h'oliil rocli. 
 
 2r). Excavati 
 Ror/,- and Earlh, i 
 
 20. All stont 
 cubic feet, and ai 
 shall bo termed s 
 
 i.ooBO rocli. 
 
 27. Looso rof 
 which, in tlic ju 
 without blasting, 
 than three cubic 
 
""■""" ...'"i::;::;;::;;!;,r;:;:,;';;:;r''';-''"'''' "''*■•'■' «"-".»...,. 
 
 .k : R ■ , ," ,"' ," "" "■;"•■' "■'" ''"'-"■ '"■■ "■"" " » 
 
 ■,vi „i I i I, „ ' " '' "; "■ '"""'"' '■■'■ *' '-'■•'-'■'■■' 
 
 =:;:'i:::i:";;,";;!"n;^ ,--:.-.:;::;'■:-:;;;;:;:,!;,;;;:: 
 
 -:;-;:;;:,:i,:::'"^::;:\^;:™::;jr;;;j'::r''''Ti'r'"r' 
 
 MiiiK'. " "" 'iii'i>'niiJs lor ihi! 
 
 Whoro miunvd (,. k,.,,, ,vnl..,- IVou. Il.nvn,. ■ I^. ,.,;„•;;!; "' ' " ■"^"""' 
 
 X^- 20. In ..u.tin,s ...nly ,.nh :u..l p.,ly n.!. al.na ol'thr,.,. i;., will 1.,. 1,.R 
 "• ""•'^"•^ °' ""• '"'l^' "">'- "'1-nv.V .liro..l,.d by U.,. .M,n.,,...r. 
 
 Kr,„.„,,. n.w work- wouhl, i,. ,|.,. opiuion ol' ,1.„ Af,,,,,,,,,, ,,, ,„ , ,„„,'" \ ' '' '^' 
 Con.nu.tor «ha,l hav.- .1.,. surla,. l.rok,.., ,„. ,y ,K , > ^ ^l-. th" 
 
 Mnloriiiln ill 22. Tln' iiiali.n'ilv; i,> I. , ..I i • • , 
 
 mulmnU- -. / '''"'''' '" '•'"l'aMkn.,.Ml.s n.u.si |,, ai,„rov...l hv th,. 
 
 n,o..t«. Mana-..r. All materials r„un,l in rx.ar.iioi, «-|„,l,„. ;, ■'' '"'""> "'" 
 
 places us tlK. Maua,.. inay dir.,... ^ '"■ '""•^' '"' ''""""'■"' '" -"'' 
 
 Borrow iiw 
 
 ofob..toi„,,„„u,,w',, .u™n,,„,; 2,, .t, ;;,"■;■' ',""""" 
 
 WasliiiK. 
 
 cation. 
 
 h'olid I'ock. 
 
 j-ooso rocli. 
 
 2r>. Excavation will 1,<. clrt.ss,.,! „„(!,,• thr.r hoadv yi/ ■ SV,/;/ /> / . 
 .hdl k lu™.,d .olid „,k ' '• ''l">""S "' ™*-f t; ro„,ov,.il. 
 
 ™..il'' .;:«:'■ if'", ;:i;fv;'',..':':'f °'f '-■ -r- ■ - »" 
 
 ■ rtn > i BH iii wii |H BW i 
 
 3!S^ 
 
Miirlh. 
 
 •JH. All ollr 
 
 IMiii liMiil, -JK. ThiToii 
 
 Id iiK hull >hi> n 
 
 l'X|ll'llHi'N ('(imiri 
 wluTl' it CXii'i'lIf 
 
 llncli.Mll«i.l.. ;i(). No ,.i„.k 
 
 I'l lilllU <>l 
 
 Iiiihk iir ■'illd sIoj.i'h hd sjh 
 
 ' III' r.'lllKVCll Ml tl 
 
 li;ili'uii>'iil, uill I 
 
 lIlllMill;: >)l. Ill I'llNC 
 
 iiuttcriiilH ill ,■ , ,. , , 
 nxravatiiMin. '"'" "' ''•ul'iiulvl 
 
 IbuiKl ill I'Xi'UV.a 
 
 until U'nuiri'il, u 
 
 lock I'X' ;iVlllii>lis 
 
 ill iua>'>iirj'. 
 
 StTVil'li 
 
 riiailH. 
 
 I.aii<l. 
 riimil 
 
 CriWHillKH. 
 
 ;',■:. U(i;i(1n .( 
 I'olivollii'lliu oi' t 
 lie lii his own lis 
 Niii'y liiiul loi' Ihc 
 
 8;t. Whrn'vi 
 lol- liuisl Ui'i'p (ij; 
 lli'hl l'('.sl>oii.sil)!i 
 ill tiui'li rimililioi 
 such as will jfivt 
 li.ihic lor any da 
 lucii. 
 
 ,'il. Wlii'ucvi 
 Muiiayvr Hliall (.'o 
 disrruliuii, 1)0 row 
 
 35. Wlii'ii tili 
 rial must bis imiii 
 such precaulioiis 
 will 1k' paid i'oi- t 
 
 LijOMnHtomi 30. Ill I'oniiii 
 
 Willis. liili'Ks ol all wall; 
 
 small stoiii's bliiii 
 moisture and tliu 
 doplli and lliirkii 
 wiiitr walls, ayaii 
 the I'arth-lilliliij;- ii 
 quautily nl' mate 
 over all bridges, i 
 and in lormiiiij i; 
 preeaiiliou must 
 lor exi'avation nil 
 loose stone backii 
 
 llalhiHl. 
 
 8iir«. 
 
Kartli. 
 
 I'Allll lllllll. 
 
 Itoi'loilllNlili 
 ul'lllllil III' 
 
 «|n(|(''. 
 
 llilililjii^' 
 iiiitU<rliilN ill 
 nxi'iiViitiiiiiN. 
 
 Survico 
 
 Laiiil. 
 
 Ciiiiil 
 oriwsiiiKH. 
 
 liiillaNl. 
 
 8li|ia. 
 
 I<<Kisn HloiU! 
 
 liailiiin; til 
 walls. 
 
 UH. All „(l„.r ..xiavali,,,, of wl.;i(,-v,T kii„! .hall hr i.vm.A I'.n/h ilrnnuiti,,,,. 
 
 lilt. Thi.,ou(nir| piiivs H.rtliON,.v..ml r|„„,.s of ,.s,.„viilioM sl,:,ll I,,, hikn, 
 
 lo iii.iiuli ,1.,. .„..! .,f,|,.,,i,Miii„,r „,,|„,i,i i„ (|„.,.ml)aMl;m..iit aii.h.ll oiIi.t 
 
 .•xp..nm'N .oM.h.lnl il, ,,.witli,,.x,v|,| Lxim haul, wlii.li will only 1,.. paiafor 
 
 wh.T.' It CXriaals |,ll(ll) |,.,.t uh ho milrh piT yiini p.T aililllioiml 101) r,.,.(, 
 
 :iO. No n..k .•x.uvalion will l„. ullowod for b.'y.m,! i|,„ Hunts of tli.. t),iH« 
 uiKi sh.ia.s as .>i...,ili,.,l All roik loom.u.al l,y ..xploMviM l.nyoiM llu. slop,. muNt 
 1'" r.'inov.l al. Ill- .■xp.iii.s,. of tli.. roatn.'lor, l.iil If ivipur.'il lo mak.. up ll... nii- 
 haiiliiin'iil, will li.' piiij li,.- ji.s iMilli. 
 
 ;!l. Ill riiM' wh.'iv pit.'hing or riii-iappiii- will ho iv(|uiiv,i lor llir proln- 
 tiou of fmhiiiikiui'iu,, roiitii^iioiM lo sliviiiuN, uU ,4oii,. Miilahlr li,r liiis work 
 l'ouiKliucxiiiv,aioii« limy I),! ivmovod mid (l,.p,i.,ii..,l i„ nuiu.' couwiim'iiI phir,. 
 until ivipiir,.,!, uiid all -ood Imildin- nIoul whi.h may hai-pi'ii to li • loiii.d in 
 ro.dv fXi avulioii.s, may, uilh ih,. a|.pio\al of ih,. Miiuaiivr, In. pivsrrwd and unl"! 
 ill iiiiiMiiiry, 
 
 ;;:;. Uoadh roiihtnii h'd lo ami from any point on tho .nu! of railway for tliu 
 coiivoui.'u.f of till) .(intniitor, lor iln. .•onvoyaiir,. ol material or olhurwisii, muHt 
 l«'!il liiNown risk, cost and . Iiar-T.s, Init tlio Company will provide llic iiooos- 
 Kiiry land fur tin' ri.uhl-of-way and horrow pits. 
 
 .S;i, Wherever 1. - line is inlerM'cted by piihlio or privates voads, the eonlnio 
 lor iiiiisl keep open, ai. ''is own eost, coiiveliieiit passinij plaruN, and he ..liall he 
 hehl rcsponisilde for keepin- all erossine's, duriii'r the pro;,n'ess of the works, 
 in siieh eondilion as will enahle ihe |.iihli.' lo use thei;i wilh perfect safety, anil 
 siieh ;iH will H'ive ri.se to no just '^'round of loniplaini. Contraetors will he held 
 liable for any daiiia^^-es rcsiilliii!.- from neoiig-enee on llu'ir pari or that of their 
 moil. 
 
 .'if. Whenever any inalerial is met wilh in the exeavalious whieli the 
 i^Iana,^■er .shall eon.sid..r .Miitahle and re.piired lor halla.,!, I he same shall, al his 
 disrrulion, ho reserved for that purpose. 
 
 3;i, When slips oeeur in ruttiiiirs, after th..y are i)roi,erly formed, the mate- 
 rial must he immi-diately romovod by the coutraetor, the slojiea reformed, and 
 such preeautious adopted as thu Manae-er may deom necessary. The eoiilraefor 
 will lie paid for the removal of slips at lii.s sehedule iiriee. 
 
 30. Ill forming,' embankments, great care mu.st be taken lo plaee against the 
 backs of all walls exposed to tlio action of frost, riii-rap baekiug, consisting ol 
 small stoni.s blinded with spawls or coarse gravel, to prevent thn reteiiMoii of 
 moisture and thu action of frost thereon, the Manager to decide in each ease the 
 dc.plb and ihiekne.ss ol sueli rip-rap. And in lorming ombankmeiils between 
 wing walls, ae'ainst abntiueuts of bridges, viadiU'ts or culverts, and over arches, 
 the earlh-liUing must be careful ly packed or |)unii(!d in thin layers, and a proper 
 (pianfity of material must be. carefully pl.aeed equally against ,.aeh sid,.. of and 
 over all bridges, culverts or other work, before the I'mbaukmeiit approaches it,— 
 and iu forming embankments, the greatest caro must be observed, and every 
 precaution must be taken to load the masonry of structures evenly. The price 
 for excavation must be considered suiricieut to cover the cost ',;'' j)unnin<'. The 
 loose stone backing, to walls above referred to, will be paid for as ;ip-rap. 
 
ArcnHiiro- 
 
 IllCllL III OX- 
 
 I'livalioii. 
 
 I'lifo.s ti) 
 «'(tvur ovoiy 
 ci'iitiii'^'eiicv 
 
 ;17. Tlic ni.msur.Mnciit of qnntitilio.s shall iiivavinWv I.c mod,- in vxr-.ivMion 
 imlosMu s,,,vialcasns wl„MV this mny 1m. loniul impossil,!,. ; i,, su-h rnsr.s th,-' 
 j\Lu.a!?«r shall dotonninr iiu. quauUtios in .■nihaiilun.'ut, ali..|- iMakiii- all pi'ori-r 
 allowau.os lor shrinka-,., of whirh h,. shall l)e Ih,. jnd§v. 
 
 08. Ih,. i,n....s sl.pulated lor ..x.a.atiou ol' the several d,.,.o:nii.atio.>s, 
 .to-.th>.rvv.th Ihoprir,. for haul, .shall he th.. lotal prices lor exeavatiu"- load- 
 in-, reinovnig and depositing all the laaterial-iii a \vora, the rates and'pviees 
 stipulated m the euntraet must he uudersiuod to eover ei-.-ry .ontiuuvnev : the 
 rurnisiiin- ol' all lalmur, iaa(eri:il, power and plani, the cost of linislii"i,n. up ouls 
 iuul enihanknirnls, llu. dri'ssin- and drainiii- of horrowiu- ,,i|s \vhen"ie,|uirrd 
 the dressing- of slopes to Ih.. re,|uired an.^-je, and ihe roinph.iin- of evrrylhin- 
 '■onneeled willi the oTadin- of the voad-l.ed in a rredilahle and workn.'anlike 
 mai, n..r, in ae.ordan.e witli ihe direr.lions and to th(. salisfaelion (,f ihe Manager- 
 
 TiMiiKii AVouic. 
 
 Qunlily ot 
 tijiil.c.r. 
 
 Inspoctioii. 
 
 AllL'ralinii.s 
 ill bilts of 
 linib<;r, <^t(-. 
 
 Miido nf 
 doliverw 
 
 nil. Th(. limber used in all truss or trestle bridges, culverts or .'attlo-guards, 
 must be of the very best deseriplion of the kind required, free from all loose,' 
 large or unsound knots, sap, sun eraeks, sliakes, wanes more than one iueli 
 aeross, or other iinperfeelions ; it must be sawn or hewn s(juarc and out of wind, 
 aud when delivered, must iu ..very way eoiilbrm to the speeiih.-atiou. Sawti 
 ties must be used on all bridges. 
 
 ■10. The stringers must be of the bi.st ehiss of white pini! or lamarae, aud 
 must, iu addition to tlio requirements above nuuitioned, be free I'rom all saj), 
 knots, wanes or auytliiiig else that wc'^-l impair thi'ir transverse sirength. 
 
 •1!. lnsi)eetion will be made when .lelivered on the Company's ground, or 
 other i)laee pointi'd out by Ihe, ^Manager. 
 
 •Hi. The Comiiany retains the righl at any time to change the bills of timber, 
 vary th(. dimi'iisions, subslilule one k-ind of structure for another, or iui-rease the 
 number of lh(. same (providing always, that none of the mal(.rial has been cut al 
 the mill or delivered on the ground), wilhout the contract price lieing therebv 
 elleeted, or in any way rendering voul Ihe contrail for the original ligures. 
 
 4;J. In delivc.ring timber, it must be piled or ])la('ed iu such a mauner that 
 HO Iroulile will be experieivced when inspeeting or measuring it. 
 
 TiinbLM' ill 
 treHticji, cic. 
 
 Pin.". 
 
 Fmininj;. 
 
 •14. j\Iud-si 
 cuh-erls will b^ 
 
 s in all cas(.s to be of (.edar. The limber for callle-guards and 
 of cedar (except the catlle-guard stringens, which must be of 
 
 pine, whiti. oak or rock elm). All limber must conui fully up to tlie dimensions 
 
 called for iu the bills and drawings. 
 
 45. White oak or roek elm pins of such dimensions, of such shape, aiul iu 
 such numbers as deemed necessary by the Manager, shall be used in piuuiu"- in 
 a proper manner the timbers iu all culverts and cattle-guards. 
 
 40. .'Vll framing must be made to lit closely, aud must be done in a thorough 
 and workmanlike manner ; no open joints or lilling pie.'es will l)e allowed. All 
 surfaces, where wood loiiches wood.iu trestles and bridges, must be thorou"'hly 
 painled, bi'lbre being pul logether, with a good coat of white lead. 
 
'17. Mort 
 
 Proloction 
 
 moisluro. '''il<l ; .'ill Clldl 
 
 Suiiuivisiiiii. 48. Uach 
 
 Ijiidgi! lor(!iu; 
 Mauagor, is iii 
 
 l'ii''"l» -ll). Tlic I 
 
 coverall ciM , , , 
 
 .stood to covor 
 
 tlie sati.sliirlio 
 
 I'ilos. flu. I'ilfs 
 
 timbi'r ; must 
 in diiunotcr at 
 plan will be i\ 
 toaoiiiiig', bolt: 
 llio Manager s 
 driving, and si 
 
 BrciUuniiilos. .')1. tjliouli 
 
 in its pla('(! at 
 wrought iron 1 
 
 Piles, liow 
 moasurod. 
 
 fl2. Thu pi 
 islied strui:turi! 
 cutting oil' sqi 
 
 Wrought 
 iron. 
 
 C:ist in in. 
 
 I'rico. 
 
 fl3. All Wl 
 
 other work or I 
 ol' 55,000 lbs. 
 diauK'tor withe 
 
 01. All ea.s 
 eli'an, smooth s 
 will be paid foi 
 
 Cofr.inliinis 55. When 
 
 aiiilcais-ions. i n , , 
 
 be allowed to at 
 
 is able to lay tli 
 
 the ina.sonry. ] 
 
 wliure the roelc 
 
 (Caisson, fitted c 
 
 concrete, to a di' 
 
 the surl'ace of 1 
 
 be pumped out, 
 
 properly levelle 
 
 Siirl'ani of 56. Where ■ 
 
 rftf.k \\Imr(( it y , • 
 
 in iii.'lijual. would, III tli(> oj 
 
 tractor will be r< 
 
 -'-■!.F. •.... .J_l'i.JIJ'. 
 
Pr.,toctlo„ .17 Mortiros m.d tones to be ^vvll and truly ,nn,l,-, and all hed,!,.] in whito 
 
 moisti.ro. 1™<1 ; iiH (>nd.s ol lunhiT to !),. piiint.id with white lead. 
 
 S„|,eni,i„„, •!«. Hach strurtui-e must ho undo.' the .superviMon ot a iirsi .-lass praeli,.al 
 
 KM'.d.^^e loreniau; and any Ibreiuan or workn.an wiu,, in Ih,. o,,inio„ „f ,he 
 Manager, is not competent, must be at ouee disehar-ed. 
 
 co^allct , '!'l- '^''" '""/ ■ '''"^^'' '°"^' "' I'"'- "'""^^""1 I'-t, hoard measure, is under- 
 stood to eover aii 'uses uieurred in teami.i- an<l eoini>!eliu- th.- siruetures to 
 the sati.slaetiono'' u.e "Manai^n'r, 
 
 ''ile«- 50. I'lles will eonsisi, <d' while oal;, taniara,', oalc ,din, or other approved 
 
 timber; niu.st be strai-l.t and sound throu-houl, and not les.s than ten inehes 
 m diameter at the small end, not ineludin- th,' bark. Where required, a detailed 
 plan will be luriiished by (he Maiia-,.,., showin- iheir position and method of 
 teiiouin- bolting, ete., and they shall be driven to .siieh a limit ot resistance as 
 tlio Manager shall determine. The .•onlraelor must properly i)oint eaeh pil,! lor 
 driving, and supply an.l (ix all rings for heads, also shoi's wher,. ne.v.ssary. 
 
 l!rol;u»iMies. iJ 1. .Should any pile be broken in dri vin- anol her sound pi!,, must be driven 
 
 in its place at the expense of the contra -tor. During llie prngiv.ss (,r the driving, 
 wrought iron bands must be supplied by the eontracnor. 
 
 Piles, IlOW 
 nie:i.sui-(!<l. 
 
 5:3. The piles to be paid for as so mueh per lineal Toot, measured in the lin- 
 ished structure, which will include all work in conneelion therowilh. ineliuling 
 cutting oil; squaring, and lining ui), i.euonin'i-, etc., el.'. 
 
 Wroiinlit 
 iron. 
 
 Cast iron. 
 I'rico. 
 
 lUo.N IN Tl.MiiEK AVOKK. 
 
 53. All wrought iron used in th(! coiistruclioii oi the bridges, trestles or 
 other work or Ibundalions, to be ol' the very b.'st quality, to stand a tensile strain 
 oi" 55,000 lbs. per square inch, and to stand bending over around its own 
 diameter without shewing signs oC any Haw or crack. 
 
 51. All .'astings to b,> made of best grey ir.m. and, when liiiislied. to show a 
 clean, smooth surface, free from holes, cinders, or other inipi'rfecUoii.s- All iron 
 will be paid for at so much per pound in the work. 
 
 Foundations, Coffeiida.ms, &f!. 
 
 Cofronlums 65. When the foundation,^ of any structure are on rock, the Contractor will 
 
 bo allowed to adopt any plan for his collerdams that he may desire, providing he 
 is al)le to lay the foundations dry, so as to properly level olf the rock to receive 
 the ma.sonry. He will al.so be allowed, in building piers on ro.k boit(nll.^ ami 
 where the rock is cousidc:red suilabh' by the Manager, to sink" a bottomless 
 caissou, fitted closely to the! rock, into which he r:m deposit Porllaiid cement, 
 concrete, to a depth not excc^cding one-lhird of the depth of the foundations froni 
 the surface of low water. Wh(m this concrete is properly set, the caisson inav 
 be pumped out, and the masonry eommem;ed from its surface, al'ter it has beeii 
 properly levelled and prepared. 
 
 Sni-nion of 50. AVhere the surlaco of the rock is smooth and ilicliued, so that the niers 
 
 rock ulmro it » , ■ , . « i »v *o 
 
 in iiicliiiwl. would, in the opinion of the Manager, have a tendency to slide upon it, tlie Con- 
 tractor will be required to level, step, or roughen, as the Manager may consider 
 
 ■!! ■ > . w. r^ ! iu. ' J ' i i «Ju >^ 
 
Mmlo (if 
 
 ilriiiiailiii)' 
 
 t'oin'rutc. 
 
 riles. 
 
 Cost, of 
 work (in 
 foiiiKliitiun 
 
 SoillllllK'SS 
 
 not 
 
 guaninteid. 
 
 Clonoiote. 
 
 neoossary, tho 
 on \v]ii(h to (i 
 
 dopoh.tiiiif the 
 II must bi> (Icj 
 (Uibic yards, ai 
 bt! drawn up 1 
 lol't in any ])or 
 anfjk's and spa 
 
 58. In soil 
 weight oC liam 
 thou to 1)1! savvi 
 by 12" timber, 
 capping and ra 
 tliis as .soon as 
 111 no cast! niu 
 approved by th 
 
 69. It is tc 
 otiier modes of 
 all pumping an 
 i\m surl'ace of t 
 be recjuired in ( 
 tho masonry, an 
 or material put 
 any other matci 
 or material, req 
 dry, except the 
 I'rom, the I'ouud 
 oi' the piles and 
 
 (30. The ,soi 
 specification, an 
 ahi'r during th^ 
 any (extras or cia 
 will only jiay t 
 excavation that 
 allow any extra 
 on aw'ount ol' ai 
 or diminished qi 
 almtments up to 
 
 01. The con 
 prescribed test, c 
 through a t\vo-i 
 sand, and as mui 
 all the voids in 
 stone is thorougl 
 belbre being dej 
 per cubic yard, u 
 
Modii of 
 
 COIUTUlc. 
 
 Plies. 
 
 Cusl. of 
 work on 
 foiindatiun. 
 
 Soiiiuliu'.s.i 
 
 not 
 
 BUarantewl. 
 
 Connote, 
 
 necessary, the surface -of tho rook, so as to make it a secure and safe foundation 
 on wliich to deposit rlie coiirrete or l)uild the masonry. 
 
 WJiero bottomless caisson are used, particiiUir eare must be taken in 
 depositing the eonrrete, so that it will not fall any distance thnmgli the u-atrr 
 It must be deposited in a eovere.l box, of appn.v.Hl pattern, holdii'g about two 
 cubic yards, and when the; box of eo,.. rete is placed in the bottom the box must 
 be drawn up from the concrete. Care must he taKen (hat no hollow places ar<f 
 left in any portion of th- caisson, and divers must be sent down, to .see tliat all 
 angles and space.-c around timbers, art! properly IIU.hI and packed. 
 
 58. In soft ground where piles an; required they are to be driven with such 
 weight of hammer and to such a depth as tho Manager may rcHjuire, they are 
 then tol)e sawn oil' .square below water, al a uiuform level, and capped with U" 
 by 12" timber, concrete will then be placed as directed between the piles and 
 capping and rammed so as to lill all spaces. Masonry may be .ximmenced upon 
 this as soon as the cement has set and al'L^r i( has been approved by the Manager. 
 In no case must any masonry be commenced lill the foundation has been 
 approved by the Manager. 
 
 59. It is to l)e und.n'stood that the cost of all caissons and cofil.rdams, or 
 other modes of putting in the foundations of the piers and abutments, as well as 
 all pumping and bailing, and all dressing or preparing the surface of the rock or 
 th(; surface of the concrete or masonry, or any other work or material that may 
 be required in connection with the foundation, is to be inchidcd in th,i price of 
 the masonry, and that nothing whatever will bo paid on ac,',mnt of any labour 
 or material put in colferdains or cai.ssons, or on account of removing boulders or 
 any other material from the surface of (he rock or on account of any'phiut, hilwur 
 or material, required to place (he dams or caissons in iwsilion, or to keep them 
 dry, except tin; sehednh; price for the earth or rock ex<,'avated in, or removed 
 from, the foundation and the schedule price for the timber, piles, the capping 
 of the piles and the concrete iilling between the piles and (he capjuiej-. 
 
 (JO. The .soundings and borings, shown on (he plan e.diibited with the 
 sp(>ciIi(;ation, are believed to be accurate, but should any errors be found here- 
 after during the prosecution of the work, the Comi)any will not be liable for 
 any (extras or claims on account of increased or diminished work. The, Company 
 will only pay the ri>speetive schedule rate for the amount of earth or rock 
 oxciivatiou that may be necessary to prepare a suitable foundation, and will not 
 allow any extras, on account of increased or diminished depth of water, or 
 on account of an increased or diminished quantity of excavation, or increased 
 or diminished quantity of ma.sonry, that may be required to bring the pi(.rs or 
 abutments up to the re(|uired height. 
 
 CI. The concrete; must be composed of Portland cement, that will stand the 
 prescribed test, of good, clean, sharp, river sand, and broken stone that will pass 
 through a two-inch mesh, in the proportion of one part of cement, one part of 
 sand, and as much stone as the above mortar will take, so as to completely (ill 
 all the voids in the stone. This concrete must bo thoroughly mixed till each 
 stone is thoroughly coated with mortar, and then allowed to sot to a. slight extent 
 before being deposited in the caissous. Concrete will be paid for id so much 
 per cubic yard, measured iu tho work. 
 
ClnK.suf 62. This 
 
 """"""y- must I),. lirM-, 
 
 Qiialily ui' 
 Htoiio. 
 
 Dn^sHiii'.'' 
 liiiiLs ami 
 joinU. 
 
 CojiiiiL^ to 
 )jo cliisol- 
 
 03. Thu t 
 iipiirovod by i 
 suitablo for t 
 durable, IVoi' f 
 ol' .sufli ihariii 
 iul'orior quiilil 
 ground. 
 
 04. Thi' bi 
 rixH'ivu licadcr 
 joints, and tlic 
 nino iucdu'.s, so 
 
 65. Tin, .V 
 chisol-drossed, 
 gross ol' tlie w 
 
 ArdiHtoiios. GO. In all ; 
 
 will radiato tri 
 depth oi' tho b 
 will lixcued cm 
 stones must no 
 least 10 inches, 
 and the sollit i 
 side the lougiti 
 a iluunler and ( 
 
 Aruli c'oiities 
 
 Ilii.idors. 
 
 f^trcti'lior.s. 
 
 Cut-water, 
 
 07. The coi 
 strength, and s 
 than three I'eet, 
 the centres rnas 
 proper wedges 
 
 08. Header; 
 so arranged wit 
 over the laces oJ 
 not less than 24 
 wall will not a] 
 back. In the al 
 must be built in 
 
 00. Stretchc 
 length, and thei 
 joints must be f 
 inches, for the 1; 
 increased thickr 
 
 70. The cuti 
 The vertical joii 
 
Onus of 
 iniwonry. 
 
 Qiiiilily oC 
 
 DrHssiiiR 
 bi3(lH and 
 joiiitH. 
 
 Coijiiii; (u 
 1)0 fliisol- 
 tiruHsod. 
 
 Fi ust-ClassMasonuy . 
 
 62. This masonry will W. of tho cla.ss known as Rork-lhn.d A.shlar. and 
 must be lirst-rlass in I'vci'y ri'spt'ct. 
 
 (iii. The stone to bi! used in the abnlnu-nts, piors, iinhos, ,!ti-., must bi- 
 approvod by tho Manager, and must be of the best (juality, and in every way 
 suitable for tho purpose for whieli it is to be used. It must be sound and 
 durable, free from all drys. shakes, or ilaws of any kind whalever, and must be 
 ol siieh charaeter as to withsland Ihe aeiion of Die weallier. No stone of an 
 mferior .lualily will be aeeepled, or even permilted i„ be d-livered upon the 
 ground. 
 
 64. The beds of all stone for faee work, and I lie ba^kiiii;- wJiere required to 
 reoeivo headers, must be dressed paralh'l tlirou-houl, so as to form quarter-ineh 
 joints, and the vertieal joints of Ihe faee sK.iies must be div.s,sed baek square for 
 nine iuehe.s, so as to form quartei-ineh joints. 
 
 65. The copinjr stones, eliamfeiv, arrises and eutwate'i-s, must be neatly 
 chisel-drcs.sed, as shown in the dc'tailed plans, and as direeted <lurin- tlie pro- 
 gress of the work. 
 
 AicliBtoims. 6(i. In all arehes, the areh-stones must lie cut so thai, when laid, their ends 
 
 will radiate truly from the centre, of the circle, they must be dressed to tin- full 
 depth of the bod, so as to give truly radiated joinl.s, .so that when set, no joint 
 will oxceed one-quarter of an inch. All end .joints must be dressed scinare arch 
 stones must not have a less length than 27 inches, and must break joint 'by at 
 least 10 inches. Their thickness at the sollit must not be b^.ss than' 12 inches, 
 and the sollit must be neatly dressed to tlie circle, or at h^ist IJ inch on eacli 
 side the longitudinal joints. The out.'r ring stones must be neatly worked with 
 a chamfer and chisel draft around their edges. 
 
 Aruli centres "'^- '•l''"^' '-untrcs of the arclies must in all cases be well iornicd, of ample 
 
 strength, and se.uirely placed in position. Tlu! riljs must not be further apart 
 than threes feet, and the lagging must be three iiiciu's squares. 
 
 file supports of 
 provided witii 
 
 tho centres mast be strong and substantial, and they must 
 proper wedges lor easing the centres when required 
 
 Headers. "S- Headers must be built in every c^ourse not more than si.\ feet apar', and 
 
 so arranged with the adjoining courses as to leave them eijually distributed 
 over the faces of the structure. They must have a length, in the I'ace of wor!-, of 
 not less than 24 inches, and a depth of a least 2J times their height, unless [\n: 
 wall will not allow this proportion, in which case they must ])ass I'rom front to 
 back. In the abiitm(!nts, whore the headers do not pass ihroim'h the wall, they 
 must bo built in from the back and front alternately. ' " 
 
 Strcii'lioM. '>!^- Stretchers must not be loss than 30 incJies, nor more than 72 inches in 
 
 l.'ngth, and their breadth must be at le;i,st ]i times their height. The vc.'itical 
 joints must be so arranged as to overlap those in the .'ourse" below, at least 10 
 imdies, for the 15 inch courses, with one inch additional lap for each throe inches 
 increased thickness of course. 
 
 Ci.t-vvatora. '^0. The cutwater stones must be arranged as shewn in tin? detailed plans. 
 
 Tho vertical joints must all be dressed baek square to the full depth of the 
 
Imls ami 
 juiiitM. 
 
 Sizonf 
 
 Fare of wurk 
 
 Time wlicii 
 
 ,'ont'. Iron 
 
 J in, down 
 
 oLoncs in thi' 
 
 71. The 1 
 pliicod. Th.' 
 J'roni llio (|uai 
 joints avuiaj;' 
 hiunmorod oil 
 iu uiTiingiut«; 1 
 the stones as 
 
 72. Tlic 
 »iiporlii;ial lot 
 to tho face \vc 
 Where header 
 into tho cours 
 
 73. The V 
 stain, or inarl 
 than i'our iucl; 
 
 74. No mi 
 
 applianct's aiii 
 approved of b 
 
 Grouting. 
 
 I'oiiitinL' 
 
 7,'). Every 
 solid. Spaces 
 and all other \ 
 olF perfectly si 
 
 7(5. All th 
 completion of 
 like condition. 
 
 Kemov.ll of 
 
 77. All CO 
 collor (lams, as to obstruct 1 
 tractor, shall 1 
 vi'as used has 1 
 
 rillinnromid 
 
 78. No eai 
 
 abulineuUi. weeks after thi 
 
 in thin horizon 
 
 Copiiijr 
 atonea. 
 
 Girder beds 
 
 79. The CO 
 found ill the q 
 ness ; it shall I 
 laid perfectly '. 
 
 80. The gi: 
 piers shall, if j 
 six inches iu v. 
 the middle of t 
 
Imtl.H imil 
 
 Kizii iif 
 bui-kini,'. 
 
 Van' (if Work 
 
 Time wlion 
 wiirk may lio 
 cumiuuucoil. 
 
 tironting. 
 
 I'diiitini;. 
 
 liciiioval of 
 coll'ur (lams. 
 
 l''illin(!roiiU(l 
 abutineuUi. 
 
 Copiiij.' 
 atones. 
 
 Girder beds. 
 
 /one. Iron cliimp.s of till, rcqnin'd (liirii-iisioiiN will, l.olt.s iiassiii- iliroimh 
 ) m, ilowu llnoiinh oin!c()iir.s('uiuloii,-lmlf ol'inn.sfmry, miisl. lir 1,.^ inio th,. 
 
 ..lou.'s in Ihc imimicr shewn in Ih,. plans, and \\u- liolrs lill,..! i,, win, ,„.;,( 
 
 f^emont. 
 
 71. The bods oniic lKi.kin,ir nuiNt !..• |H,iutrd ,.ir whnv IiinkI.t.s ,iiv i„ I„, 
 phicfd. The vertical joiiit.s of ih,. hnrkiuo. „ ill -enerallv he left „s they come 
 iro.n iho .|uarry, unhi.s.s they should h,. lomui ol' su.-h a nalure as to mako the 
 Joint.s averaj>-c inor(^ than two inches in which, in whi. 1, r.ise they must be 
 hammered oli; ,so un to make the Joint ol the rc(inired width. Care nui.s't he taken 
 iu arranging tho backing, .so as to atll.rd i)roper ties lor I he headers, and lo uei 
 the Ntones as clo.sn together as possible. 
 
 72. The backing, gein'rally, must have an aiva of bod of at lca.st four 
 super(i(tial feet, lu every case, the beds under headers must make .joints e(]ual 
 to tho face work and no pinning of any kind will bo allowed under bottom bods. 
 Wlioro headers do not .ome, tho courses nei.vl not bo levelled oil', but may pvqjoct 
 into the course above. 
 
 73. The work must be loft wilh a clean ([iiarry face, free from all rust or 
 stain, or marks of any kind, and iu no place mnsi ihc rock face proje.'t more 
 than four inches boyond tho line of pitching. 
 
 74. No masonry shall bo commenced bofor.^ the .Manage^- shall have examined 
 aud approved of the foundations, nor until the ix)nlractor shall have provided 
 appliances and material of such a kind and in .-.ndi rjuanlitics as shall bo 
 approved of by the Managm-. 
 
 75. Every stoue must bo laid wilh a full bed of cement mortar, and boatou 
 solid. Spaces in the vortical joints, large enough to bo built, must ho built tip 
 aud all other vertical joints must bo thoroughly grouted and each course Jiuished 
 off perfectly solid. 
 
 7ti. All tho work must be carefully pointed with neat cement, and at the 
 completion of the contract, the work must bo left iu neat, clean and workman- 
 like condition, to the satisfaction of the Manager. 
 
 77. All (;ofror dams, out(!r caissons, and other materials (of such a nature 
 as to obstruct the flow of water), that have boon put in tho river by the Con- 
 tractor, shall be removed at his expense, as .soon as iho structure for which it 
 was used has been completed. 
 
 78. No earthwork shall be filled around the abutments till at least two 
 weeks after the masonry has been laid, aud the (>arth must be (•arefully puuned 
 iu thin horizontal layers around the walls. 
 
 79. Thccopiugof all piers aud abutments shall be of the best stone to be 
 found in the quarries, aud shall iu)l bo less than twenty-four imdies in thick- 
 ness ; it shall be dressed square throughout to quarter inch joints, and shall be 
 laid perfectly level. 
 
 80. Tho girder beds shall be twenlj'-four inches iu thiitknoss, aud for tho 
 piers shall, if possible, be through stones ; they shall not be less than thirty- 
 six inches iu v.idth, aud shall be so arranged that the girders shall s,a fairly on 
 the middle of the stoues. 
 
I'rico of 
 iniwoiir)'. 
 
 81. It iM lit; 
 I'DVcr the CDst o 
 si ruction of I In 
 
 CllixilOIIH, UIkI ill 
 
 Itiors, III)'- lui'iii 
 prill! wil l)c pa 
 pruliii.tj of till 1)1 
 Imt till' Compiui 
 iiuist Mali.sl'y liiii 
 for extras will I; 
 tllL' Colli nil loi' s 
 dimiuisliiKl qum 
 iiicroaNod or iliiii 
 muiits, 111' isliall 
 
 82. Tliis inaf 
 oxropt that Itroki 
 tliickuoss may In 
 tliat is, the widi 
 15 iuelii'.s, that is 
 a widtli ol' ;i7 im 
 
 83. This mas 
 where buried in 
 
 Stone. 
 
 Hcadorii. 
 
 Strolchci'S. 
 
 Uiicldii)?. 
 
 Mortar 
 
 Beddod. 
 
 84. Masonry 
 
 85. The ston 
 and mu.st not lia\ 
 less than throo su 
 
 80. Tlio cour 
 dovvu so as to ma 
 
 87. Headers ! 
 in tlie side walls 
 
 88. Stretchori 
 stoiu! ill the cuds 
 
 89. The back 
 into the I'ai'e stom 
 
 90. The mort 
 of cement to throo 
 
 91. The fouuc 
 outside to outside 
 solid with cement 
 pointed ofl", so as i 
 above. 
 
10 
 
 I'fil (if 
 
 liiiiminrv. 
 
 Wliero iisoi: 
 Stono. 
 
 Headers. 
 
 Strolclicrs. 
 
 Biicliiii).'. 
 
 Moitiii 
 
 Bodilod. 
 
 81. It w und.THtood that tho piiro lor nmennry pul in Hi,. Krhcdul.. is to 
 o.v.M- tlu. ...,st or „11 „,atori,ilH, plant ,i.,.l workmanship n..v,s„ry l„r ti... ,on. 
 -.inu'tion »1 th,. lUMsoiiry, as vvll .w lor tli,. .•onstruotioi. of th,- rod'.T .1 u„s or 
 .•ai8.on8 and all pumping or louliuir, and any othor \vorl( n-rpiin..! to lo.uul'th.- 
 pi.;r«, «!,■■ ,nonl«, \..., in a ^onnd an.l substantial u.aun..r and that no ,.ifru 
 pn.v w.l^ In. paid lor any work li.at may I.,. n-,,uMvd to s.rur,, this obj,.,t Th. 
 prohH.H o th, bottou. ol thorivor.ro.8iug. hav. bo.n pr.parod Irom Noundinirs 
 but thi-Conipauy ^^m not bo roNponsibl,, lor ih-ir a., ura.y. Th. (V.atrartor 
 must Halisiy lumH..iron this p.,inl, an.l it is to 1... lully und-rMood that no, hums 
 lor extras will !„• prni.itt-d on a.rount of any ina.v.uary in Ih,. plaiis aiul that 
 thf Contraaor shall havo no .daiia lor oxiras on ara.unt ofai.y in.n.asnl or 
 dimniKshml quantities of maHonry in any pi„r or ahutuu.nl, or on a.vouat of any 
 in.roaHod or diminished depth of water on th.. sit. of any of the piers or abut- 
 meut«, h.. shall only be paid for the a.lual quantith.s at the sehedi.le rat... 
 
 Second ci.m^h Ma«(iniiv. 
 
 82. This masonry will bii similar in all respucts to the First ,lass Masonry 
 oxeopl that broken courses will be allowed, and that stones ei.Wit in.dies in' 
 thickness may be used, the stones musl l)e of as larjre area as lir.st class stone, 
 that i.s, the width of the headers and stretchers will be based on a Ihicknt-iS of 
 1;. ui.'iie.s, that is, stretchers must hav,. a width of bed of -JJ inches and headers 
 a width of ;i7 iinhes. 
 
 83. This masonry may be used in tho cross aud win- \valls o( abutments, 
 where buned in the earth, aud in other pla.jes wh.'re ro(]uired by the Manager. 
 
 Culvert Masonry. 
 
 84. Masonry of this class will only be used in box culverts. 
 
 8r>. Tho stone to bu used must be! good and sound laid on its natural bed, 
 and must not havo a thickness of les.s than tO inches, and au area of bi^d of not 
 loss than throo superlicial fi'ct. 
 
 Sa. Tho courses may be broken, joints must be hammer-dressed or pointed 
 down so as to make them not more than hall an inch in thickness. 
 
 87. Headers must be built in every course not more than six foot apart, and 
 in tho side walls must run through tlie wall from front to back. 
 
 SS. Stretchers musl have a depth in the wall of 1 J times the thickness. The 
 stone in tho ends of culverts must be uniform on each side of the openiii"-. 
 
 89. Tho backing must be built of good large Hat bedded .sione, well tied 
 into the luce stone, and thoroughly Hushed up full aud solid with mortar. 
 
 90. The mortar must bo made of Portland ciuncnt in the proiiorlion of cue 
 of cement to throe of good, clear, sharp coarse-grained sand. 
 
 91. The foundation course, oxcc'pt where on rook, will be built solid from 
 outside to outside of culvert, and will bo made of good, large, Hat stoue, Hushed 
 solid with ciunent mortar. Under the side walls, tho foundation course must be 
 pointed oH", so as to make half-inch joints with tho dressid stone in the work 
 above. 
 
92 Hox .1' 
 a supi'rior class 
 ill till) bntlDiiiN 
 i(iui>c miilir ll 
 IJ iiii'hi'H ill th 
 
 Qiiuliiy III 
 riMiiutil. 
 
 I'ropnrlicm 
 nf fiaiMl tu 
 cuniiMit. 
 
 Mixing 
 romont. 
 
 1)3 All IMII 
 I'oini'iit of api)l' 
 l)UHhi>l, nor nIii 
 mt'Hhc.H \h'r H(|i 
 at II t<'ui|i('niUii 
 ILm. to thu sqii 
 Nhall be kr|il 
 KoBi'iulttlc c'l'im 
 
 91. TIh! .•(■ 
 I'liiiiicd liver o 
 to two [larLs ol 
 with mortar in 
 
 95. Th(! CO 
 ovur at iiooii c 
 (Jontrai'tor'tt ini 
 I'ailinjj; wliiili, 
 moll to prepari 
 Contractor and 
 
 Ki|)-riip 00. Einbai 
 
 with hand-laid 
 and two I'l'i'l ut 
 the slopi' oi' rin 
 inches. This t 
 havinff a face \ 
 
 Elp-rttpat 97- «ut'h r 
 
 cortaiupiors.u^y loose rip- 
 
 Tho same class 
 
 AltefAtiona. 
 
 98. The K 
 during tbo ecu 
 altcratinu or cli 
 meut, till! widt 
 structures or i: 
 increases or dii 
 at thu same rt 
 description wi 
 understood to 
 
11 
 
 02. flox >'i'1v(<rli« niiiy iiIho Iii> l^iid dry, liut in thin caNi', tlii> ^tl)lll< iniiNt, bu of 
 n iiiporior claNs, iipprovi'dut' Uy llm Miiuiiffi'i' m Nuilahli' Inr iIiIn wt>rk : tlii> nIoii'' 
 ill tint bnltoiiiN iii'd >u\\y wiiIIn iriiiNt all In* dri'NNi'd to hidl'-iucli JoIiiIh. 'I'Iic top 
 I'diirm' iiiidi'i' tint I'DVi'i'N iiiiiNl lit II ihi'oUKli Ntciiic. NiM'di'i > iirui In' Ii'nm than 
 Vi iiirlii'N ill tliii'kiiiiHN, uiili'hs n\> lily pcrmitlc'd in writi 'j '■. n' Mmiiiifi'r. 
 
 Qimllly i<r 
 i-t<iiii'nt. 
 
 I'ropfirlion 
 nf naiiil Cu 
 
 Mixing 
 
 lOIIII'Ilt 
 
 l/'KMKNT. 
 
 !>!! All nmsoiiry, vvhi'ri' r.''|iiirfd, sliull In- laid in Ir.'-hly ifi'otind I'ortluiid 
 ii'iiiciit of approved I'randH I -^hall not \viii;>. h'"*^ than 110 11)n. to llii' miiu k 
 huNJn'l. nor hIuiII JrH,-. limn Sii pir ,i'ni pa .> linoimli ii ^ieve rontuiiijiiff 2,.'iO0 
 mi'hlii'.M ])iT (((piaic HI' h, and ihi' ti'iihilr henulli ol' u^at r.iai'iil ki'pt in water 
 ut a tcmpeiatuiv of (id l''aii,, at the I'liil ol ven days, Nlia!l not Im le-s lliall 2')') 
 lb». to tliu gquuii! ilieh, il »liall he tented hy the >[anatfei' on delivery, and 
 fihall be kept ill a dry plaee, in aH ifood order an wiieii (b'livered, till UNed, 
 liosundale eeineiit may be lined when pi'rinilled by the Manairer 
 
 04. Till! eetnent iuu>t be thoroiif^'hly inixid with i^'ood .leaji, .sharp, i ourse- 
 I'lftini'd river or washed .saiul, ^(eiierally in thi^ proporliini ol' one part ol • enieiit 
 to two parts ol'saiul by nieasnre. The cut water KtuneN and lopinn' ."^hall be laid 
 with mortar in the proportions of one pan, of eenient lo one of .sand. 
 
 Of). The eoineiit Hhall only be mixed as recpun'd ; any eeinent mortar left 
 over at noon or at night .shall not be used, — and it iniisi be jirepared by tho 
 Contruetor'M men under the MupiMvisioii anil to the satislaeiioii of the Inspeetor, 
 failing whiih, the Inspi'etor, with the .sanetion of the Manager, ma employ 
 mou to prepare the mortar, and Iheexpi'ii.se ini urred shall be chaii; d to thu 
 Contractor mid deduc^ted from his estimate. 
 
 Ki|>ni|i 
 liaiKl'laid. 
 
 Ri|>-raii ut 
 
 oirtaiu piiirH 
 
 Kii'-K.M', Etc. 
 
 90. Embankments, at such points as may be designated, will be pvi eciod 
 with hand-laid rip-rap, whieh i.> to have a Ihiekne.-.s of thn'e feel at tho gi 'juud 
 and two feet at the lop; the stones are to be i)Iaeed on eilo-e, at right aiigl, s to 
 the slope of embankments ; no .stones are to be used having a less depth than 18 
 inches. The top of thi; work is to be linished with a eoping (wo f.ci d. "p, 
 having a face width of nine iu<'hes. and to be not less than three feet long. 
 
 97. Such piers a.s the Manager may direct ar<! to be surromubfd with ordi- 
 nary loose rip-rap, to such a height and width as ho may consider neeessarv. 
 The same class of rip-rap will be used behind walls of aliutments, et('. 
 
 Alterationd. 
 
 Geneuat,. 
 
 98. The Manager shall, at any time, either Lv fore the commeiuomont o: 
 during the construction of any portion of the work, be at liberty to make any 
 alteration ■>r change that lie may deem advisable either in the grades or align- 
 ment, the width of cuttings or I'lnbankmeiits, the dimension.^ or character of 
 structuve.'-, or in any other things connected with the works, whether tlu? same 
 increases or diminishes the quantities. — and the Uontr.ictor shall only be allowed 
 at the same rate as in his schedule of prices attached, and no extras of any 
 description will be allowed. The rates and prices in the schedule must be 
 understood to include not only the particular work or material mentioned, but 
 
 MSHn 
 
(^iiri-yin;; nri 
 tim \vuik. 
 
 Slips in 
 i'arlli-\voi'l<. 
 
 In.SllHirii'Jll. 
 
 wnrliinnii 'ir 
 ijJMl(U'i:il. 
 
 Removal tii" 
 ooiuluniiittd 
 nintorial. 
 
 nlso all and ever 
 kind, necessary 
 rcHpective portio 
 
 !)!). Tlie Con 
 inannei- as In- .slu 
 
 lUI). 'I'he Coi 
 delertive, owing' 
 want ol' ))iol)ei' p 
 
 101. Hal an 
 I'ial 01- otlier i)lan 
 eompleiion ol' lli 
 Jiai't tlicreol', is n 
 caso, the said Ma 
 to employ or pnn 
 said .Manag<'v ma 
 then upon, withii 
 notice, in all resp 
 to provide any w 
 all monuys so exj 
 tractor, or may In 
 to till' (.'onlractijv, 
 vccoveralde ill tin 
 
 102. In case 
 cordance with tl 
 inlerior, it shall a 
 this not be done, 
 lo be reniovecl, ai 
 dne or lo become 
 
 Work not ^O''- I'' '"ly "•' 
 
 mi.iiUniK^il the '■ Schcd\lle ol 
 in acliodnln 
 
 of piiiv.s. traclor to ])errorm 
 
 material, with an 
 
 (Jon(raft<prs 
 
 104. Jn the ab.' 
 
 i-eiiro.-ifiua- represent him on 
 tive. / 
 
 ol' thi^ Contractor, 
 
 given to the Cent 
 
 lOfl. The Con 
 ol' the Kailway, ai 
 own cost, any Ian 
 
 Lttiul liy 
 wlioni pro- 
 vi.l.'cl. 
 
 ^ . ., , 100. When c 
 
 Dclailoil 
 
 ilrawiiips (if dilU'rent stnii'tnn 
 
 slnicdiii'.s. , 
 
 work progresses. 
 
 Mc.iio of 
 I»«)'ucont. 
 
 107. Cash pa; 
 material delivore( 
 monts, and coinp 
 monthlv, on the ^ 
 
MaiiiuM III' 
 I'lirryinu' "" 
 till* wtjiU. 
 
 iilips in 
 t'urlh-worli. 
 
 Iii.siilliciciit. 
 niatorinl. 
 
 Removal nl' 
 coinleiiiiuid 
 iiKititrial. 
 
 Work not 
 uiniitinncil 
 in Hfliotlulo 
 
 Coiilrat'tors 
 ropro.st'iitn- 
 tive. 
 
 Lniul l)y 
 
 WllOUl t'lO- 
 
 vi.l.'ti. 
 
 Detailed 
 ilra\vinj.'s oC 
 slnictuR'.s. 
 
 Modoul" 
 iniyiiient. 
 
 12 
 
 also all and oviTy land ol' work, labor, tools, plaiil, and mati'rials, of wliatsoevef 
 kind, iiorpssavy for the full oxccutic'i and ioi]i|ilctioii, ready for who, of the 
 rcspi'ctivi' poi'lions of th(! works, to tho satisfarlion of (lii> Mauagor. 
 
 !)!). Thf ('out ratlor .shall carry on die. wurkb at .sudi places ;ind in such a 
 manner as lu^ .siiiill be directed, from time to time, by ihe Manayer. 
 
 lUO. The t'ontraetor will be held responsible for all work that may prove 
 defective, owiny' lo bad material or workmanship, supplii'd by him, or through 
 wani of proper precaution, previous to tlu: y-ranting' of the liiial certilh'ali'. 
 
 10 1. 1 1' at any linio the number of workmen or horses, or Ihe amount of mate 
 rial or other plant shall, in the opinion of the Manai,''cr, be insuliicieut lorllicdiie 
 completion ol' the works in ihe time specified, or ihal ihe works are, or some 
 l)art tliereof is nol beiny carried (in with dui' diligence, then, in every such 
 case, the said Manager sliall have tlie, power to notify the Contractor in writing 
 to employ or provide sucf, additional workmen, horses, material or plant as the 
 said .Manager may think necessary; and in case the said Contractor shall not 
 then upon, witiiin three days or sudi longer time as may be Hxed by any such 
 notice, in all respects comply iherewitli, he, the said Manager, sliall have power 
 to provide any workmen, horses, material or plant he, may tliink pioper ; and 
 all nionoys so expended by the Company shall thereupon be jiaid by the Con- 
 tractor, or may be deducted or retained out of any moneys due or lo become due 
 to the Contraitiji',— and should ihese moneys be insuliicieut, the balance shall be 
 recoverable in the usual way as a debt due by the Contractor to the Company. 
 
 102. In ca.se any inali>rial is, in the opinion of the Manager, not iu ac- 
 cordance with the terms of the Contract, and is condemned as unsuitable or 
 inferior, it shall at once be removed liy the Contractor from thi^ works, or should 
 this not be done, the Manager may,'on giving three days' notice, cause the same 
 to bo romoved, and the cost of such removal sliall lie deduc^ted from any moneys 
 due or lo l)ecoine due to Ihe Contractor. 
 
 10;!. If any work or service l)e recpiired to be done which is not named iu 
 the "Schedule of Prices," the Manager, shall beat liberty lo direct the Con- 
 tractor to perform the same, paying him the actual cost ol any such work or 
 material, with an addition of ten per cent, to cover the use of tools and prolit. 
 
 104. In the absence of the Contractor, a competent agent or foreman shall 
 represent him on Ihe works, who shall be considered tlie lawful representative 
 of the Contractor, and any orders given to such agent or foreman shall be deemed 
 given to the Contractor. 
 
 lOf). The Company will provide the necessary laud for the right of way 
 of the Kailway, and borrow pits, but the Contractor will have to provide, at his 
 own cost, any land required for procuring material or conducting his operations. 
 
 100. When <onsidered necessary by the manager, detailed drawings of the. 
 dilfereiit strueturi's will be; furnishi'd to the Contractor IVom time to time as the 
 work progresses. 
 
 10". Cash paymi-nts, equal to 90 per cent, of the value of the work done and 
 material delivered, approximately made up from returns of progress measure- 
 ments, and computed at the schedule price. , shall bo made to the Contractor 
 monthly, on the writti'ii cerlilieate of the Manager, that the work, on account 
 
 p H l iH i— j ii n r a iBtif 
 
I'ayinciU nf 
 
 .Selling' of 
 litiuor by 
 I'onlinctor. 
 
 I'owor to 
 
 tMltOl- lll)flH 
 
 wi ti'ks. 
 
 of which the c( 
 romaining ten p 
 work to thy sul 
 al'tor such Ihml i 
 uot ill any rcspo 
 tractor IVom res] 
 tho work, (It'livc 
 
 108. The w; 
 any ot'llic said ^ 
 uieiit shull l)i' m 
 in no case at a t; 
 
 lOi). Tlic Cc 
 shall in no caso 
 liquors or other 
 
 nu. The Co 
 anil to carry on ii 
 order to tu'ect thi 
 be required by tl 
 sioii of the piers i 
 portions of the v 
 taken possession 
 
 llama^'cs to HI. The Co 
 
 ailjoiiuii},' . 
 
 property. suit or parties in 
 
 Employees. 112. The Co] 
 
 work. No stone 
 who havo served 
 all times ol>ey th 
 work ; and if an 
 unfaithful or iuct 
 reasonable orders 
 turbanco upon tl 
 the Manager, at i 
 upou the work. 
 
 Extra work. 113. No alio 
 
 agreement signed 
 of the Manager. 
 Manager in writi 
 the work was per 
 sidcrud as abaudo 
 
 SulMoUini,'. 114. The Coi 
 
 work without tl 
 Contractor ; whic 
 ered a recognition 
 times to have an i 
 all notices or requ 
 and acknowlodge( 
 
 ""■nil iiwywwi 
 
13 
 
 rayinciitdf 
 wages. 
 
 Selliiijr of 
 liiiuor by 
 l")oiitractor. 
 
 I'owor to 
 entfir ni>fin 
 woiks. 
 
 adjuiiiiii^ 
 Ijroperty. 
 
 Eiiiployeos. 
 
 Extra work, 
 
 Sub-Iotliiig, 
 
 of which this foi'lifi.ato is gniuted, has b.vii executed to his satisfaction. The 
 reinaiiiiiijT ten per <-eiit. shall bo retained uiilil the linal cdinpletion ol'tlie whole 
 work to the salisfiiclion of the Manager, and .sliail l)c paid within two months 
 after such linal completion, hut such progress, measurements or certiiicates slnill 
 not in any respect he taken as an acc.^plance of I lie work or release of the Con- 
 tractor from responsibility in respect thereof, but he shall, at Ihe conclusion of 
 tho work, delivin- over the same in good ortler. 
 
 108. The wages of all p.n-sons, of any class, .■mi)l.,yi.d upon or in respect of 
 any of the said works, shall l)e paid at lea.<t once a moiilli: if possible, said pay- 
 ment shall be made upon the works or s(,me |)oint .-onvenicnl to tli.' same bul 
 in no case at a tavern or other i)laci. where liipior., are sold. 
 
 lOlt. The Contractor, or any person dir.'ctly or indirectly emplovd by Jiim, 
 shall in no case establish any l.-ivcrn, or store, or olhcr place for I lie sui'iply of 
 liquors or other intoxicating drinks. 
 
 110. The Compa,ny retains lli,> riglil i,. ,.nic,- u|)on Ihc works at any time. 
 and to carry on any work that may be .•onsid,,.red necessarv bv the. .Manan-er, in 
 order to erect the iron superstructure of Ihe briduv „r aay'olh'er w.,rk that may 
 be roquired by the Company, and it is f . be understood thai this taking po.sses- 
 siou of the piers andabutmeuis as they are ready f.r ihe .Mip,.rstructure,"'or other 
 portions of the work, is not to be considered a linal acceplanc „rih,. w',,,.]; (!,.,,>, 
 taken possession of 
 
 111. The Contractor will be held responsible for any damage done by him- 
 self or parties in his employment to jiroperty adjoining the railwaj'. 
 
 112. The Contractor shall employ navhanies for every species of mechanical 
 work. No stone work of any (juality shall be. laid by other than regular masons 
 who have served their time as such. The employees of the Contractor shall at 
 all times obey the directions of the .Manager or his deputies with respect to the 
 work ; and if any overs<>er, agent m- workman of the Conti-ai;tor shall be found 
 unfaithful or iueompetcnt by the Managin-, or shall neglect or refuse to obey all 
 reasonable orders of the Manager or his deputies, or shall have promoted" dis- 
 turbance upon the work, the Contractor shall, on being required so to do by 
 the Manager, at once discharge said person, and shall no longer employ him 
 upon the work. 
 
 113. No allowance will be made for extra work, except upon a written 
 agreement signed by the Contrai.'tor and the Manager, or under the written order 
 of the Manager. All claims for extra work so ordered musi be umd(! to the 
 Manager in writing before the payment of the next succeeding estimate .after 
 the work was performed, and failing to make such claim, the same shall bo ,;ou- 
 sidered as abandoned by tho Contractor. 
 
 114. The Contraitor will not be permitted to sub-let any portion of this 
 work without the consent of tho Company, and their approval of the sub- 
 Contractor ; which consent or approval, however, shall by no means be consid- 
 ered a recognition of such sub-Contractor. The Contractor shall be bound at all 
 times to have an olHee on the works, where, by himself or some authorised agent, 
 all notices or requisitions from the Company or the Mamiger may l>e recdved 
 and acknowledged. 
 
siiikcs niid 115. All grade; 
 
 IxMii'li luiirks III 1 
 
 boiich-iiiai'ks, such ! 
 
 until tli(! prosucutio 
 
 a carcli'tis or will'ul 
 
 or heuih-inarks IjuI 
 
 ruplai;iug thuiu vvil 
 
 Iroiu tho aiuouut di 
 
 Ri^lilnfwiiy IIG, Thr Coitir 
 
 will not l)c rcspoui 
 only have tlu> t'd'o-c 
 pU'tiou ol' his work 
 the additional lime 
 
 Mima^'orto 117. All works 
 
 tity, and his deci.si 
 matorials, or as to t 
 to bo eoiisidcrt'd liii 
 
 118. 'ino word " 
 tiino being, h:iving 
 ease may be, any 
 functions or exerei 
 him as such Mauaj 
 
14 
 
 siakrannd 115. All grades, dimensions, oti'., will be given by the ]>roper stakes iiud 
 
 ' ' beiich-inarks, such stakes and l)enih-marks must bt' preserved by the Conlr;ietor 
 niilil this prosoeution of the work requires their removal. If thi^ Contraitor, in 
 a eareless or will'ul manner, removes or I'anses tlie removal of any of said stakes 
 or benc'ii-marks before tlie prosecution of the work rociuires it, the exp''nse of 
 ruplucing them will be eharged to the Coutrartor, and the anunint deducted 
 from the amount due on his Ilnal estimate. 
 
 Uigliti>r\v:iy lU). The Company will use due diligence in securing the right of way, but 
 
 will not be responsil)le for delays in this connection. All such delays sliall 
 only have the cd'ect of entitling the Contracto to additional time lor the com- 
 pletion of his work. The Manager to bi; the judge as to the loss of time and 
 llie additional time lo bi^ allowed the contractor for the compl(>tion of his contract. 
 
 Miuiaj;or to 117. AH works arc lo be dime to the entire satLsfaelion of the Manager. He 
 
 liiisolojti.lKO| , ^^ (^Ijj, J.Q^^, i^^d^-i, of work or material, in respect both f qualitv and quan- 
 ol the worK. .i o * i . 
 
 tity, and his decisions on all (juesiioiis of dispute, witli regard to the work or 
 
 materials, or as to the meaning or interpretation of the, plans or specilicatious is 
 
 to be considered linal and binding on all parties. 
 
 118. 'liie word "^Manager,'' shall mean the Manager of construction, for the 
 time being, having control ovm- the work on bc'half of the Company, or a^- the 
 case may be, any person specially authorizi'd by him to pia-form any of the 
 functions or exercise any of the powers hereby allotted to or conferred upon 
 him as such Manager. 
 
 JAMES ROSS, 
 
 MaiuKjcr, 
 
 SlIKKBKOOKE, P. Q. 
 
 'n 
 
 ■m