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CONTRACT, SPECIFICATION 
 
 AND 
 
 SCHEDULE OF PRICES 
 
 OF THE 
 
 NEW JAIL, QUEBEC. 
 
 
 
 QUEBEC 
 
 PKINTED BY JOS. N. DUQUET 
 21, Mountain Hill, Lower Town 
 
 1864 
 

 \ 
 
CONTRx^OT. <Sdc 
 
 OF T'.i 
 
 T¥EAV J^^IL, <^XJEI?1t:o. 
 
 ■•**w^^y#^ ,^^/^i/«w 
 
 I the Thirty-first day of January, in the voar of our 
 Lord one thousand eight hundred and sixty-one, 
 
 Before us the Undersigned Notaries Pubhc duly admitted 
 and sworn in and for that part of the Proviiice of Canada called 
 Lower-Canad;',, rcsuhng in the City of Quebec, per.-^onally came 
 and appeared Afr. Thomas Josei)h Mur[)hy an(i Mr. Thomas 
 Martin Qaigley, Master :\[asons and Builders, both icsidin<r in 
 the City of Quebec, of the first part. 
 
 And Her Majesty Queen Victoria represented herein by 
 the Honorable John Kose, Commissioner of Public A\rorks of 
 the Province of Canada, residing in the City of Quebec, of the 
 second part. ' 
 
 Which parties, in the presence of us the said Notaries 
 have made the covenants and agreements followinrr, that is to 
 say : °' 
 
 n • 'f^'^ A^i^^ Thomas Joseph Murphy and Thomas Martin 
 Qmgley, did and do hereby promise and nnn-ncm nnd bind a^d 
 oblige tbemselvesjointly and severally. (Solidairement), between 
 tliem, and-obhge their heirs and assigns to and in favor of Her 
 said Majesty, her heira and successors, hereby accepting for and 
 
* CONTRACT. 
 
 in the name and in behalf of Ilcr said Mnjesty, her heirs and 
 succesaorg the saul Honorable John Koic m his c^ac.ty 
 a.oresaid, for and in consideration of the covenants, cond tioni 
 
 c mS3"r' ^T^'""- '" '''^''^ ^'-'^^cutcand perform and to 
 mi)^ote and finish in every respect, to the entire satisfaction of 
 iae Commissioner of Public Works, and in a gooJ, stron^ 
 .^>bstant.d and workmanlike manner,-all the inasons, bricfe 
 -iO er.-', stone-cutters, p astcrers, slaters, sraitii and founders plum- 
 bers, gasfittcrs. tinsmith, bell-hangers, carpenters, joiners, 'r\[zlev^ 
 'y. 1 p:tinters work., in.huling all the excavations, cmbankin;; 
 
 ; 'ilp'^f f\?'^ir^]^'^'' generally whatsoever requisite ami 
 
 necessary for the bui ding and erection of the greatet portion of 
 .10 central corps of a jail and the construction ofonc of the win^s 
 . Ivm'-*°. ^r'"'^*^ and erected upon a property belongin^r 
 o Ller Maj .>sty's Government of this Province, cillecl " Bonner's 
 
 1 1 operty, ■ near the P ains of Abraham; which portion of the 
 a.i central corps designated by the letters K 0. S. R. upon 
 ii; Diagram which remains hereunto annexed, after havincr 
 
 been signed by the parties and the Undersigned Notaries" 
 
 'T ',';n >/V °"^'"f '^ "^ the Upner-Story in°.he portion of 
 cd^ said central corps designated by the letters P. Q. S. P. upon 
 
 V>'; ^. 1 u'''°!T; ^"'^ '!^° wing-which is to be built, is ilso 
 
 ,1 % of ^ '^' ''"''"'• ^- P'-^' ^^- ^^- "1-'°'^ '^'^ «^i^ diagram 
 . liou of the wing mentioned i;i the letter containing the said 
 '/..Tr'- h '\%'''^'^:,'fon of brickwork for cuT stone to 
 ;■'; ^^;j^™b-\of the cell doors; which works are mentioned 
 a.: .etforth m the specification thereof which remains annexed 
 ;0 .ae original of these presents, after having been signed by 
 .1.0 itarties hereto and the Undersigned Notaries. 
 
 And the said parties of the first part did and do hereby 
 proniise and bind r.nd oblige themselves to execute, complete 
 an. finish the Avhole of the works required for the construction 
 of the said portion of the central corps of the said jail and of 
 ho said wmg agreeably to the said specification and accordirg 
 to he plans and designs thereof also signed by the said parties 
 an I the saij notairies, and which shall remain deposited in the 
 otiice of the Department of Public Works at Quebec where 
 r.torence may be had thereto. 
 
 And the said parties of the first part did and do hereby 
 promise and bind and oblige themselves to find and provide 
 
CONTRACT. 
 
 & 
 
 all nocsesfiary transport, cartage, labour, as also, all scaffolding 
 tools and implements and all the materials generally whatsoever 
 required and necessary for the full and entire completion of 
 the works hereby contracted for, which materials shall be of the 
 WorSs^^ ^^^ 'approved of by the Commissioner of Public 
 
 And moreover the said parties of the first part did and do 
 hereby promise and bind and oblige themselves to complete, 
 finish and dd.ver the whole of the said works, to the entire 
 s.-jtaction of the Commissioner of Public Works or his 
 architect, or person in charge of the said works, on or before 
 the first day of Is-ovember of the year one thousand eight 
 nundred and sixty-two. ° 
 
 nn.f,-^";l Vp ^^^^"^"'^"^ and agreed by and between the said 
 parties that from the commencement to the finishing of every 
 part of the said works, the care of the same and whatsoever ap- 
 pertains thereto, is to be with the parties of the first part, who 
 are to protect and preserve the said works; and that if any 
 injury IS done to the same by any accident whatsoever, by 
 workmen empoyed weather or any other means, the parties 
 of the first part shall repair the same at their own cost and ex- 
 pense, so that at the conclusion of the works, every part of the 
 
 s?nir'nfp!fr w°7^'''''^ ^"^the said Commis- 
 
 sioner of Public Works IS not to be in any way chargeable for 
 any thing lost, stolen, damaged, or destroyed. °'''''°''''^^ ^°' 
 
 And it is further covenanted and agreed by and between 
 the said parties, that the said works ma/at all times be tho- 
 roughly and uninterruptedly inspe-^ted by the proper officer no- 
 pou.tcd to that effect by the said CommisLn^er of PuwFc 
 Works ; and that the drawings and specification are to be taken 
 to cxplam each other ; and should anything appear to have 
 been omitted m either or both which mav be necessary for the 
 K'Jr^'v'^'^^.^J f ^ ^^'^ °' ^""'^^ ^f t^e different works, 
 ntn nnl^'^'f ^^ '^' ^''' ^^'\ ^'^ ^^ ^^^°^te the Same at thei^ 
 own cost and expense as if they had been more particularly 
 
 the4ole'i'°^ '" supply whatever may be wanting ?o complete 
 the wholeiu a workmanlike manner, according to the true intent 
 andmeariingofthe said drawings and specification ; and in aU 
 cases such drawings and directions lor the direct porformancV 
 
6 
 
 CONTRACT. 
 
 be strictly adhered to. ' ' -^^^'''' '" ^^''^''t^ aro U 
 
 1 
 to 
 
 .>ccin:!S,t';^I^r ^;^^-^-. ^7'- ^l^e p,ans and 
 respect to qnality of works or mo ^0!^ '''''' 
 
 'He CommLs.sioiKT of l\ibl c Wo 7. . i'- ^'''?'"" ^''« «'^'Jie, 
 "ation i.s to bo corKsidercd com! 1 1 '"', ^'^''^'''tecl's oxpla- 
 tl'o parties of tLe /ir.t part ' ^'' '"'^^ ^^ ^'^' ^^'lo^vcd by 
 
 as tot!^:^l!nS^!^:!rP ^h. pro.re.of tl. ..M 
 
 missioncr of i^d.Ii wLE o fd r^ -'''''"V ^y '^'' ^''^'^^- 
 chitect in char-e '' ''"'^^■' ^^ "udcr liia authorily l;j the Ar- 
 
 of thJpH^r^Jrf Sl^,^^- '-<^-^ ^-•>;! -'^ considorntion 
 
 of the Lrks borcbV l^SL\e fi Thi ' •'*''"' ^^'^'^'^ ^^'^"^^^ 
 money is com,)nf,ed in cur Sncl In f '"'I ^1'''"" ^'^ «^"" "^ 
 made by Her Majesty OnonV^'^'' ^'''^'"''"' ^'^^^^^^^ ^^'il be 
 Con^miiioncraSsaid tol^?r-'l ^^■l":'^^^^^''^^^^ by the said 
 or their heirs as^i^ns 0'! ^ '^ Ir )'"'^''' °^^^^^^ ^^-^'^t part, 
 provision, of the S^aluSkll/^/S^^SS^lt^^S!!^^ 
 
 tl.at the said CO rac tn am5'r il -''^7% ^'^^'^"''^"^ '^''^^ 4 eo 
 and entered into y them tn-^"°'- '" *'^"^^ '^ ^^''tbcr nTado 
 lior said MajX^r^^^^^^ partu.-s of the first part and 
 
 agreements, stipulaSf not '^'^^''^^i^'^' "nder tlie express 
 thatisto-say: ^ '' covenants, and conditions foJIou'ing' 
 
 shall be^til^^^^^-^J^jP^ceberdn before mentioned 
 Martin QmVley fromihJZT u°'?' ^^^rphy and Thomas 
 the monthly ^'stinrtesnrpnn^'?' ^^i'>' '^'^^ Commissioner or 
 valuation bied m on th^pS .""'^ ^^^nished on a Pro-Batd 
 
 dule of prices maSnumbefre' Shf '"°^ '' f ^ ^^^^ 
 nnnpvpf^ nft i, • . ^^^ one, wnicxi is rpmauiin" lior-—^-. 
 uiiiiexcu, alter navintr bepn dio-nr.,! k,. a < -'-i'l-inuj^ acrcuino 
 
i^cn by tJio said 
 11 charge, arc to 
 
 1 the plans and 
 iiensions, as in 
 'iiinr,' tliG .same, 
 -'liiU'ct's cx\)].\' 
 bu f jllowcd by 
 
 ■s of the woj'ks, 
 n, as -Wfll for 
 I by the Com- 
 'y hj the Ar- 
 
 consifleration 
 for tlie whole 
 ricG or sum of 
 lereof wiil be 
 '1 by the said 
 the first part, 
 •ordin^,' to the 
 i'hirty Seven. 
 
 I ilajesty rc- 
 uit and agree 
 further made 
 first part and 
 1" the express 
 IS following, 
 
 3 mentioned 
 and Thomas 
 missioner on 
 a Pro-Bald 
 to the sche- 
 ng hereunto 
 d the under- 
 iarge, speci- 
 
 CONTRACT. 7 
 
 fyint,' the amount of work dono ami of the materials delivered 
 at the place herein above mentioned ; but that neverthelcas it 
 shall be lawful to Her Mnjesty to withold from the parties of 
 the first part and retain fifteen per cent, out of the amount of 
 each of the Kstimates until the perfeet completion of the works 
 and the acceptance of the same by the Commissioner, which 
 fifteen per cent so wilhcld and retain, shall bo paid with the 
 last instalment, within ten days after the Architect, or Ofiieer 
 in sharge shall have delivcrecl to the Commissioner his final 
 Estimates of the works performed and the materials furnished, 
 and liis certificate of the entire works having been fully com- 
 pleted and finished, if the Commissioner shall so soon accepted 
 and ajinroved of the works and that in forming his final Esti- 
 mate, the Architect, or the other Oflicer in clnrgc shall not bo 
 bound or governed by the preceding monthly Estimates ; which 
 shall be taken and considered merely as a;>[)roximate. Provided 
 always and it is further agreed that Avitli the ajiproval and con- 
 sent of the securities hereinafter named, Iler said ]\bijcsty, from 
 time to time, during the progress of the works, may pay to the 
 parties of the first part, the wdiolc or any portion of the fifteen 
 per cent so witheld and retained. 
 
 2. That if by the Eeport of the architect or superintendent 
 employed by the Commissioner in that behalf, it shall appear 
 that the establishment and rate of progress at or connected with 
 the said works, are not such as to ensure the completion of the 
 same, within the time herein prescribcil, or if the parties of the 
 first part shall persist in course, violating the provisions of this 
 contract. Her said Majesty shal' ',. vu the power, at her discre- 
 tion, by the Commissioner aforviaid, or his Successors in ofiice, 
 without notarial protest, process, or suit at law ; but by giving 
 three days previous notice thereof iu writing, either to take the 
 works, or any part thereof, out of the hands of the said parties 
 of the first part, and to relet the same to any other Contractor 
 or Contractors without its being previously advertised, or to em- 
 ploy additional workmen and provide materials, tools and other 
 necessary things, at the expense of the said parties of the first 
 part ; and the parties of the first part in either case shall be liable 
 for all damages and extra-costs and expenditure, which may be 
 incurred by reason thereof ; and shall iu either of such cases 
 likewise forfeit all moneys then due, under the conditions and 
 stipulations, or any or either of them herein contained. 
 
8 
 
 CONTRACT. 
 
 * 
 
 the cost and clTS - '"^,'^ P^'^^^^ as l/c nv H ' " ''"^^'^^^ot, 
 
 her said MniostVl ''^"'''^'^'''al^''', shall mUn' ''^^^''' '"'^Pec- 
 thereof, uS Injf^/'^^ ^he said ni.a ", {k"'"^'"^''^ '^^'^^^t 
 
 materials „sed.°°°""' "^ "'» ""-".Kines. or i^'SSn 5,t° 
 ^- That it shall bp m fi, 
 
 and condit^^cfns t SM""""' ^" '"^^^ cases\°5"f ^. °' "'^"^^d 
 and that whenever n ^^' I''^^^ Co'^'^iss oner^n^ '"'^ ^«^'"« 
 
 the said prrtfesTth^r^'"^^ °^ PajmenSnT ^^'°,P^^-' 
 materials of anll-^''*P^rt upon any f" if? be made to 
 "ponwhchs1.pT.or''P^'°°'the tools Sill '.'"'^^^"^^"ts or 
 
 f 'd parties of The fi J '"'"'^''^ ^°^ the due ?u L^ S'' ^^^«- 
 ho^vcverwellnn^! first part of the present.; .""^"^ ^3^ the 
 terials ofTv S''^'''"^ ^^^^ ^^^ sucrtool. innf °^ ' ^"^ ^eing 
 ^rst part wYo^^i^^^ *<^ remain at the rifef^?'''?'^ °^ ^^' 
 usedJndaccpnfo^ ^*^ responsible for thp =oi ^^'''^^ ^^ the 
 
CONTRACT. 
 
 9 
 
 ■sent contrarf 
 ^^Ir'x^ht and 
 
 '"'.'V(ii;iii,ing 
 
 t'iia contract. 
 
 bo inspected 
 >niniissiotjer, 
 
 ot re;novL'(l 
 iio com in is- 
 tlie r. jected 
 's arciiitcct, 
 proper, at 
 of the iirst 
 tlio iiispcc. 
 'sc subject 
 "y portion 
 o'' proven t 
 may turn 
 nor shalj 
 'on to the 
 oa of the 
 
 '■ to make 
 '» or tools 
 intended 
 iJi terms 
 proper : 
 made to 
 'ents or 
 'aterials 
 thence- 
 ler Ma- 
 
 by the 
 t being 
 or ma- 
 
 ofthe 
 finally 
 r ; but 
 seanj 
 mple- 
 
 mont?, or materials upon wliicli any advance or payment shall 
 huvo Ikvii .s() made, v/ithouL the permission in writing of the 
 Cuininihfiioner. 
 
 0. 'J'hat .sliouM anyovcrsoor, mochanicor workman employed 
 
 on or iibout the worlcs <,'iveahy just cause ol'comphiint, tlie par- 
 
 fu'sof ilie lir.st part shall imiuediutely upon the application of tlu! 
 
 Cornini.s.^ionor, liis architect, or person in eharic*'. disniia.s such 
 
 person or persons forthwith from the works, and he shall rot ho 
 
 einpl -yed again therein, without the consent of tlie Cointnis. 
 
 sioner ; and should the said parties f)f tlio first part continue to 
 
 crnphjy siK'h overseer, m<'ehiii;ie or workman, tlie parties of tiic 
 
 first part shall forfeit to Her Miijcsty, Her Heirs and suecessora 
 
 the sum of twenty dollars currency aforesaid for o ch and every 
 
 day during which such overseer, mechanic or workman shall 
 
 be employed on the works, after such application as aforesaid • 
 
 and all sums so f.jrfeitcd, shall be deducted from and out of the 
 
 amount which the said parlies of ;u. tirst part may be entitled 
 
 to receive from her said Majesty, at the commencement of the 
 
 month next ensuing such forfeit, or at a later perioil, as Ucr 
 
 Majesty shall deem proper. 
 
 7. That if any change or alteration, either in tlic position 
 or detads of any part of the said works, shall bo ivquired by 
 the said Commissioner during the progress thereof, the parties of 
 the first part is hereby bound to make sueh alterations, or 
 change, and if sueh alterations or change shall entail extra 
 expense on the said parties of the first part, cither in labour or 
 materials, the same shall be allowed to the said parties uf the first 
 part accordmg to the schedule of prices number two hereinafter 
 mentioned, or should it be a saving to the said parties of the 
 first part, in labour or materials, the same shall be deducted 
 trom the amount of this contract ; in which case, the amount ia 
 to be determined and estimated by the said Commissioner, his 
 architect, or officer in charge, according to the schedule of prices 
 number one herein above mentioned for omissions; but no 
 such change or alteration, whatever may be the extent or quality 
 thereof, or at whatever time they may be required, to bo 
 made pendmg the said contract, shall in any wise have the 
 etlect of suspending, superseding, annulling, or rescinding this 
 *^°°J''^ct, which shall continue to subsist, notwithstandiirg any 
 such change or alteration ; and every auch change or alteration 
 
10 
 
 CONTRACT. 
 
 Hei- Afo;!!!/ ^'^ P'irties of the fir<,f f , *"'s contract, 
 fc iii ■ n ^^ represented as afoLaid f'"'- ^'^ "^^">^ed by 
 
 enumein teJ 7 J^°^<^?'«'gaed Notaries -In 1^ ^^ '^'^ P^'-ties 
 W^ ,' n fi '^V"«° authority Of X n'^'^'^ ^^^^-^^ Redone 
 
 autbori.,: "^^^ ■" -- i' should bi'sn-itr/uoi^ 
 
t-ties of the first 
 ation and cove- 
 alteration liaii 
 'f this contract, 
 e required bj 
 any work or 
 t 'n the sums 
 lere is not any 
 I he paid for 
 he schedule of 
 ber original of 
 le said parties 
 o works not 
 ^^id for at the 
 the woii-g, 
 alteration as 
 liall be done, 
 ;cr of Public 
 he execution 
 whatever be 
 'ithout such 
 
 in any way 
 mbraced in 
 vithout tlie 
 ^lic Works 
 
 3 the cons, 
 aforesaid, 
 iinissioner 
 n shall be 
 i contract, 
 
 CONTRACT. 
 
 11 
 
 ^ith these 
 If of Her 
 ^rt, may 
 i at their 
 he place 
 OD, and 
 
 I 
 
 left at the Post-Office, and any paper so addressed and left :it 
 the Post-Oflicn, shall to all iutents and purposes be considered 
 legally served. 
 
 11. That should the parties of the first part not com{)lete 
 the -works herein contracted for, at the period agreed upon, :;s 
 above mentioned, the said parties of the first part shall be Ii;ii-!o 
 for and shall cause to be paid to the party of the second part, ail 
 salaries or wages which shall become due to the person or 
 persons superintending the work, on behalf of the Commissioner 
 from the above named period for completion, until the saiac 
 shall actually be completed and received. 
 
 12. That none of the foregoing c^^-'ses or conditions shall 
 be considered comminatory, (corarninat .), but on the contrary 
 shall be strictly observed and enforced; the said clauses and 
 conditions being mentioned for the preservation of the interest 
 of the public and expressing the exact intention of the parties 
 thereto, and without the said clauses and conditions and each of 
 them, the present contract would not have been entered upon. 
 
 13. That should the amount now voted for this service by 
 the Legislature, be at any time expended previous to the com- 
 pletion of the work now contracted for, the said parties of the 
 first part, may or not, as may to them seem fit, on receiving a 
 notice in writing from the said party of the second part to the 
 above effect, stop the work ; but in any case, the parties of the 
 first part shall not be entitled to any further payment for work 
 done, until the necessary funds shall have been voted by the Le- 
 gislature, nor shall the said parties of the first part have anj^ claim 
 for compensation or damages for the said suspension of payment. 
 
 14. The parties of the first part shall from the commence- 
 ment and during the progres of laying the masony, brick-work 
 etc. employ a competent and experienced Foreman-Mason to su- 
 perintend and direct the workman engaged in the erection of the 
 walls etc. ; and likewise a skilled Foreman-Carpenter to ensure 
 the proper execution of these branches of the contract and s|)e- 
 cification. 
 
 15. The parties of the first part shall be bound to conform 
 themselves to such level as the Architect may decide upon for 
 
12 
 
 COJTTHACT. 
 
 'ernent,) between them and inVnf?-^^^^-^^^^ severally, TsoJif] ,i 
 g'th the said parties of ZJTXT^ '''''^'''/^(''^^^^^^^^ 
 Her Heirs and Successor, to th/?, I ^''Y'''^^ ^er said Males v 
 present contract and of S'l th^ "^ ^""^ ^"^^'^^ fuliilnient of fS 
 
 Pnncpai obligees. '°' "''^^ "'^"' own affair as sole anj 
 
 elec«™ o/°|; *%t%nes t"",''"u=°^ *» P"'-. have mad. 
 part and their said Seouufesar;- ■""" "'^^ parties of the ta 
 
 oS ttnt r'" C-™^3it f of^ ht ^^P?"'"* 
 
 For ,h°4't''^P""-« "f Public WorLl^at'SXS ^^.t 
 
 four hundred and sixI^.sS' ^''^^^ '""^^^^^ elevenYCT^^ 
 Trudeau, e^qul^e^ Z%%T.ill'''ff' together with Tou««,fnt 
 
tjie Bench- 
 hitect may 
 olid rock ig 
 
 "beared and 
 > '^nd Mr. 
 in the City 
 ^g in the 
 
 iving had 
 ^ ''^greo to 
 and Tho- 
 3 tliey do 
 r (solidiii- 
 irement,) 
 Majesty, 
 nt of the 
 d agree- 
 thereof 
 le there- 
 ■rt ; and 
 'ole and 
 
 CONTRACT. 
 
 13 
 
 the said Notarieg, in faith and testimony of the premises, after 
 the reading of these presents. 
 
 T ^i!°ri°i" *^^ original remaining of record in the office of 
 Joseph Petitclerc, one of the said Notaires. 
 
 L, S. 
 
 Tnos. J. MuEPiiY, 
 Thos. U. Quigley. 
 Joiix LvxE, Junior, 
 JOHX Flanagax, 
 Michael Quigley, 
 John- Kose, Commissioner, 
 T. Trudeau Secretary. 
 
 J. B. C. Hebept, N. r. 
 Jii. Petitclerc, N. 1*. 
 
 e made 
 he first 
 '^e resi- 
 at the 
 es &c,. 
 
 in the 
 nonth 
 usand 
 
 snfnt 
 Libh'c 
 •h us 
 
IM 
 
 SPECIFICATION 
 
 ' «:-c^^r ffSSit r-'-'' ^"-^-^^ ^^ the 
 Quebec, on the BonZl Prn" T'''''^ ^'^ '^'' Ci(y of 
 Abraham, accorS o om T'"'^' ""''' ^he Plaini of 
 effect, under the ."xTtlio'itv oPn^f '" ' P''^^^'^''^^' ^^' ^hat 
 instrnctions from thllS V? '^'" conformity with 
 
 Public wo,^s,i;i};?,SH;:::^'^the^^-«^ 
 
 THE PLA.VS ARE AS FOLLOWS: 
 
 i^casure, indicating piLo "d SL ^ t'^m" ^"'^^'' ^"-'"'^^ 
 elevation of every ?a of the „t ^^ ^"''^1'"^. '•^"cl 1,.^ 
 «Pnpg tide level of The r ver sf r '^"'' '''" ''^«^"'»<^d 
 .sections on this plan are drawn to f""'",''- . '^^' '''^'''^^ 
 i?ch, to indicate in a more J,Jf '"'"^^ ^'^ ^^ ft. to an 
 
 tj^es of the 8urface%',nno V ' /"^ '"'""^'' the inequali- 
 the respective quantlt es o?lf r''''^''" ^«"iP"tatiin of 
 to be made, as well fo f?! ^^^'-^^^tion and embankment 
 for the drai'nage thereof. ''''''"' "^ '^' ^^^'ding as 
 
 ""'■ ' " ^^:t^^f^:^ ^^^^^\ 0^ excavations 
 This planlndTeafe ; ;T^^^^^^^^^ f 't^--' f tc ; 
 sections thereon t]luL T I \^^ '° ^he vertica 
 of every pa?t of til «". . I ''''"^'^^ '*^^«'^ 
 buildinJ,Td tht b!- 1 ^ ^/ /'^^"Piea by the 
 
 ^S^^as'^S^^^^^^^^^^^^^^ -f breadth of 
 
 cunduitJ. These la 1'^^'' -"^ r^^^ilating 
 
 are distingufshed bv bJ ^T ^° '"^'''^'^ ""ed 
 wbil9^ A5 • ^y their position and breadth • 
 
 No, 2. 
 
SPECIFICATION. 
 
 m 
 
 islied for the 
 the Ci(v of 
 lie Plains of 
 '"•eel to that 
 bntiity with 
 nissiorier of 
 
 Property 
 ^h, en<rlisii 
 , and the 
 1 afismned 
 he vertical 
 0/t to an 
 i inequah"- 
 iitation of 
 iankiaent 
 lilding as 
 
 ^ivations 
 3ge, etc ; 
 ! vertical 
 ve levels 
 1 by the 
 )n walls 
 
 eadth of 
 itilatin^ 
 ian red 
 readth ; 
 dieated 
 ch, the 
 closets, 
 g, and 
 water 
 
 I 
 
 No. 
 
 3. 
 
 II 
 
 No. 
 
 4. 
 
 (1 
 
 No. 
 
 5. 
 
 (1 
 
 No. 
 
 6. 
 
 11 
 
 No. 
 
 Y. 
 
 (1 
 
 Basement Plan." 
 
 First Floor Plan." 
 
 Second Floor PJa- " 
 
 Third Floor Plan." 
 
 Roof Plan'' shewing the naked and finished 
 roofing, with slate, sheet iron, and zinc covering 
 and flashings, etc., indicated by the difl'erent 
 colours to be seen thereon. This plan also shows 
 skylights, chimney stacks, scuttles, and the 
 fourth floor of central building. 
 
 No. 8. " End Elevation," " Section through M. N. on 
 plans" " Section through O. P. on Plans," 
 " Side Elevation of central Wing," viz, facing 
 central wing, " Section through Q. R. ou 
 Plans," " Side elevation of central building. 
 
 No. 9. " Longitudinal Sections through lines A. B. C. D. 
 E. F. and G. H. K. L. on Plans." 
 
 No. 10. Elevation of " River Front" and " Road Front," 
 all which plans are drawn to scale of 8 feet to 
 an inch, cngiish measure, and colored so as to 
 indicate in a general way the materials to be 
 employed in the execution of the several parts 
 the buildings. For that purpose, the blueish Colours indi- 
 tint on Plans and Sections, indicates but stone cativo of 
 ashlaring, etc. Bistre indicates rubble masonry, ^^'°^^^' 
 and red brick-work, — yellow indicates Avood 
 scantling, stud-partitions, joists, etc. ; 
 
 There are also Plans of details on a larger scale and Plans not 
 many others which will be supplied during the progress enumorafeil 
 of the works ; all of which Plans are hereby considered 
 as forming part of the plans to be followed in the execu- 
 tion of the work. 
 
 GENERAL CLAUSES. 
 
 Subject to the approval of the Honorable the Com- 
 missioner of Public Works, and binding on all Tradesmen 
 whose works are hereinafter specified. 
 
 The above enumerated plans and designs prepared 
 
16 
 
 SPECIFICATION. 
 
 Hans, &c.,ir. hv Xf- tj 'u 
 
 respective of ^yt'- ■'^aillargo, Arcliitect, aro with tl>n n.. . , 
 ono„. in,ii- 'ed to persons dosirous of oZZ !■ ^'^^^''^ ®"^'»it- 
 cate works to consicleieJ by them as 1,1 /•";'"^' '"*" ' «''e to he 
 '-ToWonueU. or obvious or^^^X'^^^^^'^fV^f^^or errors 
 niodo of performing them! *" ^' ^^"'^ '-"'^l the 
 
 'l^^fails of work to be nrp!L • ^ '"'*" ^« '^^ '"-^u'lJ aixl 
 " Betail Plans," i„' ,t rn,' ii' tf' "'^f-^' ''^'^'^'^'^ ^' 
 on." General Plans'' and Tl! .•''' '"^'^^"tion thereof 
 
 arise as to the mo( " 
 
 tions; such interiu'otnf,'^,, ' '"^ ~ " "■" 
 
 interpretation as mou 7 • f"'' ^pc-itiea- 
 fl,.>,r, *i,. *. , y"''."^y ot works or mmJo ^<-.-.„» 
 
 I'roviso in t 
 
 conect and a, ,„„,. ^ be ^o.^T^y'^i^: jf^,)';:^-^':'^^ 
 
 measuring as we for extrft-ivr>,.v "leasurmg or est matinn- Umn-, 
 
 "'ul ostinrnt- mined bv fl . n ^; ^' contract-work shall ff f ' 
 in? Works ,^'"^^1 t>y the Comm ssioner of PnKr w i '^^ "^^^'^r- 
 
 ^ °"^«- ^^« authority by the ArcEt in S^^^^^^^^ 
 
 l^i'oviso in T) n • • 
 
 fasoofaltpn •, ^ ^^"^'^'"ssionor of Pnlii;^ TK7- i 
 tions. '''"''• without prejudice to the conha ? )!''"'" '"''^ ^' «* '^'^''''ty, 
 the Architect in charlo such «^ ' r '"'' '", ^' "^■'^^«, V 
 
 vided always thatanfworkin " '?'^^ ^^ '^^ ^«"'^. P''o 
 of Cnnir-J, iT7_ , y Y*"^^^'" auo'mcntaton nr .?;..,;^ .!.• . 
 
 vided always*rh;un7wor"k?n°n "^''T^^ '" ^'^o;^^^^ 
 tract WorS^Sl Lr?-"'"/',''^" or diminution 
 ^ of prices ;£^nt^t;::^;-?^'!"^;otbe 
 
 viueuar 
 nS;J^£ Of Contract Works; si;;iT'be^;g;;;::^!^f «" «^ diminution 
 worksVci" Schedule of prices which must n^^ ^^T^'^'^^ 'O the 
 works not ^e sent in. As to works nn;?f^ ^^'' t<^»^'«r« to 
 executed. hey will be allowed f^Mn'^oSrof " ?"' '^^^^'^'^ 
 for omissions end accoXST ^ ^ ''''''^'^''^ ^"^ount 
 works. "cco.dmg to pnces current for extra- 
 
 like nature 
 
 Proviso in 
 case ofoniis- 
 
 ^»ry details. 
 
 
sent submit- 
 I -T'e to be 
 ve of errors 
 "0 ana tlie 
 
 lys taken in 
 found and 
 ccordino- to 
 on tlio'reof 
 ubt slioiild 
 1 Sj)eeit]ea- 
 tho Arclii- 
 
 tlio Plans 
 'h1 dinien- 
 de of per- 
 onsidered 
 !tors. 
 
 ess of the 
 ng them, 
 »e deter- 
 >r under 
 
 ; liberty, 
 lade, by 
 ly deem 
 lie, pro- 
 linution 
 r to the 
 iders to 
 ;hedule 
 iniount 
 ■ extra- 
 
 )rks of 
 icifica- 
 hem ; 
 to iu- 
 dered 
 
 SrECIFICATION. 
 
 absolutely necessary for the solidity of the building and 
 tlie use to be made of it. 
 
 17 
 
 _ Though this Specification be divided into separate nivision of 
 sections for the advantage of different trades ; nevertheless Spocificntioa 
 it is hereby understood that ail .^uch separate sections I"'",'."'' r"''' 
 shall form a uhole >vhich shall be binding on all such "•"'^"-•^""-■ 
 trades, either jointly or separately, so as to insure per- 
 fection of work in all its details. 
 
 No sub-contract to be entered into by the Contractor, Proviso in 
 nor -will he be allowed to employ any sub-contractor' '^■'■*'*^' "* ''"^" 
 without the sanction and approbation of the Commissioner, contract, &..•. 
 and all workmen, agents, mechanics, or others employed 
 on the works, will be subject to the authority of the Com- 
 missioner, or of the Architect in charge, and in his ab- 
 sence, of his agent. 
 
 The Architect reserves the right with the Commis- Proviso in 
 sioner's approval, to order the removal of any incompetent case of the 
 workman in whatever branch it may be; to cause to be llf'ter 
 demolished and rebuilt any work badly executed, and riakorincnm- 
 contrary to the intention of this specification ; as well to l><'t<""t work- 
 replace by good materials any of a bad quality which """"' '^''• 
 might be found on the premises ; the wliole at the Con- 
 tractor's expense. 
 
 No extra-work to be done without a written autho- P'«viso in 
 rity from the Commissioner, and all such work to be mea- '"'■'"', °^ ^'^K'' 
 sirred and estimated bythe Architect, and wherever any omis- work Vot el 
 sion of work to be performed, shall justify a reduction from cuted. 
 Uie amount to be paid to the Contractor, such reduction 
 to be made according to measurement and estimation by 
 the Architect, as above stated with regard to extras. 
 
 All works to be under the care of the Contractor AH works to 
 who will be held responsible for all loss or daraacre H "'"''^'' ^^•■'' 
 caused by the elements or otherwire, until the work g^ "^ '^""t'"«=i'^''- 
 delivered and received by the Commissioner. 
 
 _ All works to be executed with the best materials of Materials to 
 their several kinds a-id all workmanship to be of the best '''^ '>^' ^^e best 
 Quality, subject to what is above written with regard to fl»"''^y- 
 the use of improper materials etc. 
 
 3 
 
16 
 
 SrECIFICATION. 
 
 tu«nml.i.o. scaf}ol,iin<r, tools and appanitus mvo<^J^/f\^.?. 
 ^oIh. execution of tliowork an. u- I "*''^"'''7 f'^'' U'o flue 
 
 necessary to j.-.I.'u f ,„ nvnl ITi ^ '^^ '"''>' ^^"'^i''^'' 
 
 Trofcction of A „ i • „ , 
 
 :i "■^- fron, t: .',':?z° :iTS;';,r„ '-r™ "'° ""■■^•' 
 
 such pivc-autiotis -IS .A 1 • ! • "" contractor to tak« 
 suitably to /m.^^L^^^^^ Architect may consider necessary 
 
 Profrction ..C to r)rof J'f . -'^ .' 'V'. '"-' *'^"'"*^t'^'' '"oreover shall hivi 
 'rntRfono ,, P'^.'^t against ail daniaire all the lowor V. ! ' !■ 
 
 agains, f..ac- tho buddn.i. «« regards cut ^^to.^^ ad tit iL^"' '^ 
 tur.. ..e. any b.eaka.o thereof fron, any co!."' whaltvo;.''"""' 
 
 fenc, rncom- „„• . ^^'^, «'fi'<"ontIy to prevent any loss bv tb^ft n. «.t 
 n>™.lrcl usan «''s« '»• a locality so mu.-h oxnoseV «? J ^hefl or other- 
 
 J-iaresponS;Si rn LTandir ^^'^ ^-^^-tor is 
 tl.e co,i.,„ences of anyrEi Jn o l:is"parr;o ""'"f 
 means for preventing them. ^ ^"^ P''"*^'^"^ 
 
 Proviso ill T /» 
 
 ^aee of works *^^®^ ^^ a*-Mitional worts lining. ^: i ■. 
 
 to be ;d>"»tractors, the contractor fr he nrl fn.^ V'' ^'^''" 
 othercontrai. every facility, for the evecnHnV^f P'^t^"* ^ork to offer 
 tore. -^ •^' "' "^^ evecution of such additional works 
 
 "Hme of com- Tha i 
 
 rsr"' «r-^'f^'- contact' Tnr:si'T"^t"^'^^^ ^^^ 
 
 works. ^ of hands as may be reonfr.d '^"V""^^ \'tli such number 
 the buildingon or before the IVtT' ?' t«™'"«tion of 
 and in case of the ^Ss not bo "-J^^^ of november 1861 ; 
 manner by the apoS . ml ,i^ "''^'"^'"^'^^'^factory 
 
 to t:>e pen^altiesTeqS tv th T'T''' '' ^' "^"^ject 
 on bv ;l.e n^^Jp-'^ '^> "^« contract, or to be dpcid«d 
 
 of timett hroptor"''' '^^'^^P^-^ i» ^««« of an extension 
 
•xpt-nse all 
 >r tlie due 
 Tepared, if 
 y consider 
 part of (lie 
 
 the works 
 or to take 
 
 necessary, 
 tliont any 
 shall have 
 Ji'tions of 
 to prevent 
 er. 
 
 or other- 
 ^iains," it 
 3ct at hifi 
 I occupied 
 lot being 
 ractor is 
 ; undergo 
 
 provide 
 
 to other 
 to offer 
 I works. 
 
 luse the 
 
 shall be 
 
 loss by 
 
 fter the 
 number 
 tion of 
 1861 ; 
 factory 
 subject 
 lecided 
 tension 
 
 SPECIFICATION. 19 
 
 The contractor to furnish, to the satisfaction of the Surotlos. 
 ♦.'oniiiiissintUT, the number of good and aolvent anrotics 
 mentioned in the form of Tender, of wliieh ho must fill in 
 the blanks to conform to the rcquisiiion of the said 
 Uonimissioner to render his tender acceptable. 
 
 ^ The Contractors to be paid upon Arcliitect'a monthly M"'i'lily pny 
 certiiicatcs, subject to aj.proval of the Commissioner, who '"""i"- 
 wiil retain fifteen per cent of the value of all works 
 p.'rformed during the preceding month ; the Contractor 
 ottering to the Architect or to his employes, every facility 
 tor the execution ofmeaaurements necessary for the prepar- 
 ation of such monthly certificates. 
 
 The Contractor to repair all damage from whatever Couti-HcNir »<•• 
 cause occuring and to make any reconstructioii or resto- '''■•'"''■"" ''"• 
 ration which may be required in virtue of such damage. "".^'.-.I'n ,^t^ 
 He will also be responsible for and will have to repair at ii<lj(.iiiii>giifo- 
 his own expense any damage which may be caused to P'-^'y- 
 adjoining property and will deliver up the building in 
 every respect perfect. 
 
 Tlie Contractor must at his own cost prepare and Tomixirnry 
 erect at any convenient spot on the ground, for the use ^hit •t"&"-'^ 
 of the Architect and of his assistants, a suitable ofKce, and ^ "''^ ' '''• 
 shall have the care of such ofHce for which he must furnish 
 all necessary heating, cleaning and water, together with 
 all requisite chairs, tables and attendence, also a suitable 
 and safe place for keeping such copies of plans and specifi- 
 cations as it may be necessary to liave ou the premises 
 during the execution of the work. 
 
 It is understood that the preceding clauses and Procoding 
 conditions are in every respect subject to the sanction and c'lditions 
 ai)probation of the Honorable the Commissioner of the „"'-'r„''' {" '/'" 
 Public Works and to the provisions of the contract to be the'comm'ig- 
 hereafter executed under His authority. sioner. 
 
 EXCAVATOR. 
 
 Execute all necessaiy excavations fi.^r Basement Storj' Excavate to 
 foundation walls, entrance steps, drains etc, to the depth' '-?,'^ rock for 
 required by the plans, or to such other depths as may be waii7 * 
 rec^uired to build all the wall& from the solid rock, reinor- 
 
90 
 
 sPEcinoATioy. 
 
 ItiMiioval iif ■n«.« II 1 
 
 I'lit nslilp nil .,. 
 
 Roo.lHtnno ^ '*'""'"' «tf>"o from oxcav.'Uiotrs if tf.nro ).« „. ^ 
 
 fro.n St. Lewis Hoad to tSie Son. " "''""^" '^''^'"er 
 
 ''•''""'^'■"'''''1 fr.,,/^^'"S^''^'"P'«''«» of foundation walla tJm <'n„ 
 «>ouncl wall,. H"''^''' '« fifl >•» and solidly ratn down tl.n . .wi ^""'K 
 thorn and all drain trenches to lo li U i wi ' '"''""^ 
 avoiding all stony mVt!i .1 • ■'''^'' P'"''=''»''^'«". 
 
 tubinir, luoro o2uaT^; Vn ""'""'I'^to contract of 
 
 frost ec. ""^^^^^''^^ to guard against the elfects of 
 
 Tiini' of flllii 
 •■•1 frciiclics. 
 
 Tompornry 
 premisos. 
 
 It'^SiTVO of 
 
 stone spalls 
 and brick ro- 
 fiiso for ave- 
 nues, Sic. 
 
 U.'inoval of 
 all scaffold- 
 ing, &c. 
 
 ^lrai„?oVxrtytllf ° "" '"^^« «" '— -y 
 
 Architect noVe/soirrar ^7^"^'"^ ^'•«'" *''^ 
 amined by him. ' ^' ''""^ '^''^'"^ "'"y l^o ex- 
 
 order nntil the co^rlZTZhrl n'"'^' '" ^^'^'''^''"^ 
 
 time as the permaiZt .vlf ^ l>".»''^'"t'. «r »"<il siioh 
 
 lue peimanent system ot drainage be established. 
 
 stone chippTn/so'S'k etso't'h^ ''" ^''"^l'''^^' "»^' «'' 
 over surface of ^rom /in f^ to be reserved and spread 
 avenues thereto at sue' nLi'' "T"'*^ flmilding ir i„ 
 be required b^tJe SleT "' "^ ""' "^•^""- ^'^ "-Z 
 
 fromth;;rS'"^andoth'" '^^"?^"^ ^'^ '^^ — ed 
 spread oufaTde^elled on L*"'''""'.' to be removed or 
 oHhe Archilcct and In l '^'"''"".'^ *° ^^'^ satisfaction 
 
gPECIFICATIOiV. 
 
 21- 
 
 I 
 
 Tho OTcnvations for druin trenches to ho continiiod n Aihlitimml 
 further loiiglh of 70 foot on oftch side of the cciitrfil winj; ; ""■'!''''"" ^"^ 
 au(l_ lit tho nuoting Ihoroof, a tliird tronch for fiftcuri inoli ;i|,'',',I'Vo,! '"' 
 dniiii to continued an a(Klitionnal distance of fifty foot, do- Nlu-ut Nd. 'J. 
 livering into a temporary cesspool of tho approxiinato di- 
 mension Hof 1000 ciihic foot. Should tho Comiiiiisionnor or- 
 der the continuation of the main tronch to any additional 
 distance or oven to tho Ht. Lawrence, sucli work to be con- 
 sidered as extra and paid for accordingly. 
 
 All drain trenches tohosnnk to a depth of at least 5.J nipiliofdinlit 
 foot, unless at placo:^ where oinhankinnf may make up tho '^•■'^■"*^'"'''' 
 additional deplh required, and in any case such trouehoa 
 to ho carried to the depth required by profile plans and 
 Architect's instructions. 
 
 The whole surface of the grontid around the building I.oy.-lling fm- 
 to bo levelled off to tlie slope required for the removal i''"'y"''S'' •'*' 
 of surface water towards the gully gratings to bo provided ^"''''"^'' ^^'*''''- 
 for that purpose, 
 
 MASON. 
 
 For the construction of all walls, scaffolding to be ScuflTolding. 
 ),)Ut up on both sides thereof in the most solid and proper 
 manner, affording every facility to the Architect and 
 others for visiting the works. 
 
 To furnish all niaterial and workmanship necessary Laying out 
 for tracing out on the ground the works to be performed, works, 
 tho whole a» may be required by the Architect. 
 
 Co-operato with every other trade seoiion wherever Co-nporation 
 the several works may combine or intermingle in any w'^'' evi-ry 
 way, and in general wherever required. aocUoi!'^"^"' 
 
 For rubble masonry to be composed of 2 J sanJ to one Mortar, 
 of lime, the whole well incorporated and mixed" in a pugmill. 
 
 To be of best quality recently baked and to be kept Lime, 
 under cover. The Architect nevertheless reserves the 
 »ight to alter the proportions of the mixture according to 
 the respective qualities of sand and lime to be eavployed. 
 
^atid. 
 
 M(itl(> of 
 •>iiililiiig tho 
 niu.ioniv. 
 
 Qunlity (if 
 masonry. 
 
 SPECIFICATION. 
 
 «..y time bo mo,„ ill 3 Sirw.o Ll'" "'"",•''■"' "' 
 wall, .0 prevent ine^ ny ot^SZ,!!"' ""' "''""""^ 
 
 ..•.M, r n;2':,;i3e i t:i«'r:f i;;:7rr 
 
 ..My l«„dea and bncW „p to'tje,:™;::'. r,l mJC 
 
 Rnl)))ln Stonp Tl ,,•11 .,„ ,, , , 
 
 iim,sonrv may , , " ^V "^^'"-'''""^'css be optional witli tl.eC'onfrn.-fnr ♦« 
 h. r.niMc.d ^ "^'T 'ICO tho Stone mrisonry l.y brickwo pv ^ " ♦^ 
 hv .,,i,% dations which must necess-i.ili , '^'^ J^'^' ^^^"cpt ») foun- 
 
 teau-llicher stone. ^^ ' '^ l^eavy coursed Ch&- 
 
 by hrick 
 work. 
 
 Riil)I)Io stone 
 J>ackiiig. 
 
 Footings 
 
 Laying of 
 footing ecu 
 
 See. 
 
 for footings. 
 
 firouting, &,. 
 Joiwts drawn. ;:•;- 
 
 -.i fl^^ ST'^.r'''" i»^""dationsas elsewhere, 
 ^.li n.,,^Lod up with mortar and rrronto,! ♦otHA^r,-i,. 
 
ner. 
 
 i 
 
 SPECIFICATION 
 
 23 
 
 I 
 
 In hiiiMiniJ the fDmidiitions, the mason must leave in Holos for 
 the walla Jill holes necosisiiry for the siil.seqiienl, introduc- l''"'","*?" '"'- 
 ti(in of (jiuiiis, water and ^ivs r .pes etc., and whon laid, to '"*''' ''*^'' 
 till in and hirld solidly arouiia them, avoiding as much as 
 pi'^iMillc, a:iy mdi holes elsuwhoro than under-openings 
 ana not under piers. 
 
 If such drains are laid while building the walls, it Hulldin!? in 
 will bo necessary to fill around thoiu in the same solid '."•'•und mb. 
 way and in a manner to prevent their fracture by any "'°' 
 suporincunibent stone. 
 
 Ilolosto be left in inside wall facing, for the subsequent Bnildnig in 
 insertion of ventilation pipes, viz; the branches answering '"■';'>'"' .^'""'i 
 as conimuiiications between the vertical conduits in the '"""" ^"'"■''' 
 walls and the horizontal ones on Foundation Plan, sheet 
 No, 2, and when-such junction pii)es shall have been laid, 
 the mason to take care to build in around them in a way 
 to make them perfectly air tight. 
 
 In stone masonry, care must be taken to level up the Lfv.-llin;,' of 
 work every twelve inches in hei^rht, and the bond to be """"i'*!,'''"! 
 of the strongest description, ly headers placed at not " '^'^ * 
 over 6 feet from one another in each course, tailing 8 
 inches into brick-work. The outside facing of rubble 
 stone masonry in foundations, to bo carried up only to 
 within 6 inches of the surface ; the first course of cut 
 stone ashlering having tiierefore to be placed inches 
 under ground to meet it. 
 
 BRICKLAYER. 
 
 All brickwork (done r. 1 on Plans and Sections,) to All brick to 
 be built of best Canadian brick well baked and all brick to •j? oic(^nal 
 be employed to be of one dimension only. For all inside n'T^t'tlTr 
 ia-..!ngri tu uuiaiuu wu;::;, as wcii lor insiae ana outside chosen nnd 
 facings of cell and corridor walls, care must be taken to furnished so 
 put aside and separately pile all well baked brick, and P»»ately ou 
 
:24 
 
 SPECIFICATION. 
 
 7^''''^'''^'}^''^^}^^^^ shaped and of the best qnalltv 
 'f .chosen bnck to be furnished to tlie tnasons by I-' 
 late hands as would be done for fire brick etc. 
 
 Ji^fKlrr'nMii ^„,„,^". ^I'"^ ^^ '^^ 'f'^. Ji^aJer and stretcher, in each 
 
 strotchor, i„ Jourse,,nfine mortar for all beds and vertical joints of 
 
 ■«-ach course.. *nce bncks etc, and the whole thickness of walls to b^ 
 
 constructed in a compact manner with whole bSck 
 
 W,.,s grout- g-uted every four cou'rses, perfectly to fiilt alHntit: 
 
 work eveVi .• ^^^?7 •f"^?^ ^^ brick-work to be laid true to the 
 
 ■^"""^^- kick wo n 1?^^ ^"^ *° '^^'^-^' every four courL of 
 
 buck-wo.k and the same course of brick to run around all 
 
 wo knnnlit'':; '''•' ^'''^''''' interruption in a thorou,.h 
 woikma nhke manner, to present all tlie resulaiity of a 
 good exterior face, and all joint, of every fafe to be I'eat" 
 ly drawn in best mortar. j u uii nun 
 
 .n'^alTopcn- ,„,„ f S^* inch brick arches, in two half brick rims to be 
 i turned over all openings in exterior or interior walls and 
 
 throughout the whole thickno.s of such walls, with "e 
 exception of stone ashlering. Similar arches to be also 
 tuined over all chimney breasts. All such arches to be 
 laid dry on tight centres and grouted. 
 
 SSSingdrvot'lirl?'"? ''^!.^'^'' in two half brick rims laid 
 
 jjroutcd. " fP,*'". *'g^»t centres and thoroughly grouted after lavina 
 
 oacn rim. • o 
 
 «n^ J'^T ^" skew-backs for vaulting in the most solid 
 and regular manner with the hardest brick. 
 
 Draw nil 
 iiiiuts. 
 
 All brickf for vaults and arches of every kind, to be 
 
 Use nil 
 brick for nil 
 vaiiltiijg, &c. 
 
 Draw sill |„,vi ,• i.- ,„ \ f, """^ ""^' "' t^^'ieuiiy equal aimensions, 
 
 .i"im«i„ vault- ^'2 '"'>ne. After removal of centres, all joints to be drawn 
 
 T'\ ""% down Z r ' Y '^'. ""f"' ''''^''' °^ ^^"'^^ ^^•^l' «le«"ed 
 
 Arches for ^ .' ^"^^^ ^''^I^es to be turned overall square headed 
 
 square l.nnd- Openings on proper turning pieces, 
 eel opcuiiigs is tr ^'=>- 
 
 Soaked bricks All bricks if so required by Architect to be soaked 
 ere used, and the Contractor to remove and n^atlv re-i-vco 
 any bnck which may weather from any causae whatever, 
 buildhig termination and occupation of the 
 
 ■I 
 
SPECIFICATION. 
 
 25 
 
 est qualify, 
 lis by stipa- 
 
 er, in each 
 il joints of 
 ivalls to be 
 ole brick, 
 all inters- 
 
 ue to the 
 courses of 
 around all 
 thorough 
 irity ot^ :i 
 3 be neat- 
 
 lins to be 
 walls and 
 with tl>3 
 ) be also 
 bes to be 
 
 'ims laid 
 er lavinor 
 
 tost solid 
 
 id, to be 
 
 lensions, 
 
 e drawn 
 
 cleaned 
 
 headed 
 
 soaked 
 
 replaoa 
 
 liatever, 
 
 of the 
 
 The thickness of walls is sufficiently indicated on Tlnckno's of 
 ground Plans and Sections, and to be in general 2 ft. for ^^'^^ ^''"'^^^''■ 
 all corridors and outer cell wails, 18" for division walls 
 between large cell, and for corridor walls in central build- 
 ing 12" for division walls between small cells and for all 
 inside facings to outer walls. 
 
 The Contractor will take care to build all window rUuul) ii'l 
 jambs in a perfectly regular manner with the help of i"™'^'*' "■*^'^- 
 moulds prepared for the purpose, in sufficient quantity for 
 the workmen, and all rebates plumbed up along cut stone. 
 
 Build all necessary arches for the support of stone Ri'i<-k arcli-n 
 steps to entrances and wherever else required. ""^''''" '^"^^"" 
 
 * 1 CO steps. 
 
 In every pier of outer walls, flues to be built to VoiniliitiL>j? 
 o.onduct the vitiated air from the upper-part of each story *''""^- 
 to the horizontal conduits under basement floor. Said 
 flues to be 4" by 8" with joints drawn, or built round 
 wooden cores to be removed and replaced or rather drawn 
 out as required, and in such a way that the said flues may 
 not become foul by the fidling of any mortar into them ; 
 and the Contractor must examine the whole of them and L'^iive all iIu^b 
 be sure that they are unobstructed throughout. unobstmctf ;l. 
 
 Build into walls wherever Architect may direct tile Collars for 
 collars for flue openings and walls ; the Contractor to "r"'".'"?-'« >'f 
 cause said collars to be made 6" in diameter, more or less, «',:''l ""^ 
 accordmg to Architect's directions, and with necessary 
 holes for attaching thereto the registers herein after 
 specified in the ymvl^ to be done by the Tinsmith. 
 
 At the foot of each vertical ventilating flue, lay a Cellars at i'.kj: 
 4" junction tile collar made to order and of suitable size. 'J,^ ventilating 
 
 riues. 
 
 All horizontal ventilating conduits indicated on sheet Horizojital 
 No_2 to be built of Bell's tubing of the dimensions indicat- vontilating 
 
 ed in writing on the plans and to be laid with rings to all 
 
 joints, as for City drainage tubing, air tight, in hydraulic 
 cement. 
 
 conduits. 
 
 All necessary branches to be laid to receive collars at Collar j>inc 
 foot of vertical flues, the whole hermetically sealed. It will ^'°"*" 
 be seen that all the horizontal vefrfilating tubes discharge 
 
 4 
 
^ SrECIFICATION-. 
 
 un.lor the nrratc] flooring of iho ventil:itimr room in ro;ir 
 ol tlio veiitiliitiiig I'himiicy, 
 
 of ^;'nXui r J^l 'V"'''"V^"' ?"'^"'^^ ^•^^••« <>e««:ribod may, at fh. 
 
 coiiifuits. contractor s option, he made, as ai)pcars on plan, in brick 
 
 or stone masonry iKrnietically covered with stone fla-^^ 
 all in hydraulic cement ; hut the ahove mentioned m<"le 
 IS consideroJ preferable in regard to economy and of the 
 greater lacility of rendering- the conduits air ti<rht 
 
 !ion:^i iZ: „ • ^^''';^'-«^'^'- t'"' ventilating condnits change diameter, 
 !^.li^".;'J•'^.'^J>'■'^'^••'''^tol>o formed by conical tiles bearing both 
 '!i;iii)ui(u.-i. diameters and adapted to each size of pipe. 
 
 In.ai,,n,ion of _ All these conduits to be laid with a slight fall or 
 inclination towards the ventilating chimney to tacilitatu 
 the escape of any water that might penetrate them. 
 
 S'B;.M'ri;:b! , ,. ^^ .f^^^^^^y «"«« *« be constructed of 9" Bell's 
 iug^ ,p tubing with cemented joints surrounded by grouted brick- 
 
 work. Said tubing not to be necessarily of best qnalitv 
 but merely straight and without considerable cracks or 
 Iractures. 
 
 hS,r;.ol- ,. k"' '^T -^'''T ^'''? • '■" ^'""^"^y^. the contractor to cause 
 
 lurs for do. ^^ ^^ '"f '« '"/''e tnljmg the required holes and collars ut 
 
 proper places m each story ; the collar to form a perfectly 
 
 tight joint with the flue, and to be hermetically sealed 
 
 with cement. 
 
 l^^M pla- Float in mortar all wall plates, sills etc, lay all wood 
 
 Fm i„ i,„t „','r ,' f " '" Pr^PC'ly l>etween all floor beams and above 
 fog hZ; &c. '"'' ' P^-'^^^ "P '° ''^^^f l^O'-^'-'Ji'ig ; fill in all put-log holes ; 
 
 Grooves who- f ^i '' ' ."^^'^^^'"'-^ ^'■''^^'' ^""^ ^^"'""^^ "'"PP^rs, Water 
 .•ever reguir f^^S^' P'P'^^' d'';''" P'Pe^, roof flashing ; in a word, all 
 ed. tliat may be considered necessary by the Architect for the 
 
 entire completion of the building in all its parts. 
 
 S nfus""'* ^f^'\^ '■'[l .^««J brick refuse to be employed on the 
 
 ground as Architect may direct. 
 
 Sf ir"" „ ^\' Contractor, solidly to build in all iron doors for 
 
 ' ^' ■ culls and corridors ; the necessary checks or grooves to be 
 
 made where required for frames etc., as may be desired by 
 
SPECIFICATION. 27 
 
 tlio ArchitGct, All doors to bo fitted with hooks which 
 imist be iixed in the most solid uiiiiiuer in the miiioiny. 
 
 The ventilation of water closets will be attainol by ^'"'I'i'iiti')" "<' 
 means of tlio Chimney Hues to be consli iictod for that '''"''^' tl(W(M«. 
 piirpo.^e, and the Contractor to make for siich cliiinneys 
 alJ required holes, provided with proper eolldrs for tho 
 in.^ertion ef tin or zinc pipes hereafter speciified in tlio 
 woiks to be done by the tinsmith. 
 
 caisi! 
 
 Kmsc 
 .lliLl 
 
 .•isii iir 
 ol'llic 
 
 sjiilv of 
 
 iiiit;i'. 
 
 Should it appear necessary to tho Ari.-iiitcct (o dr.iin 
 interior of the Buildin<r, tho horizcntal vcnulatioii conduits 
 will bo used for that purpose by means of small holes 
 which the contractor must cause to be made therein at 
 short distances apart, near their under surface or the 
 required object may perhaps be attained by laying the 
 pij)es dry for the inliltration of water, care beiii;; taken in 
 that case, that tho concrete covering over the tubing be 
 so laid as to cut oft" all communication between the con- 
 duits and basement appartments. 
 
 A 4" drain pipe to be laid from under tlie ventilating l^n.^cmonr 
 chamber for the removal of any water that might occur "'""""fc'''- 
 from the above mentioned causes. 
 
 The drainage of water closets, sinks, baths, etc ; 
 within tlie building and that of eaves gutters to be brouglit 
 about by the system of under ground conduits indicated 
 on sheet No 2, in pointed red and blue lines, tho respec- 
 tive diameters of every pipe being shewn on rians. The 
 two 12" pipes cut short by the dimpiusions of sheet No 2, Oniiinge not 
 to be continued each a distance of 70 feet further than ''"'icato-: on 
 indicated on plan and their junction to be united to a '''"'"" 
 15" main, wdiich last must be prolonged a furtlier dis- 
 tance of 60 feet, to deliver into a temporaiy cesspool 
 s[)ec;fied in works to be done by the excavator. 
 
 All drain pipes to be of first quality Bell's tubing laid Bull's tubing, 
 with junction rings in hydraulic cement. 
 
 Wherever pipes cliange diameter, the junctions to bo C 
 lormed by conic tiles bearing bo.'h diameters and wherever 
 a branch pipe meets a main, the junction to be performed 
 by means of proper sockets etc ; at au angle as obtuse as 
 
 oitic tiles. 
 
*° SPECIFICATION. 
 
 Rlhows and possible ; and wherever a drain changes its direction 
 proper bends and elbows to be laid to facilitate the removal 
 
 OI soil 6tC • 
 
 ,-„n./r ^''"7 u'^ il"" ^'•a''i«g« t"be to be carried to the 
 Tn r '' ' ' ''""' and the junction between the dra a 
 and inside waate pipes to bo performed by the plumber hs 
 here.na ter specified To receive water /on, eaves gutLr" 
 cuv«.,gu.ic.,xf "^'"f to be laid to that effect, must rise verticali; 
 to the surface of the ground to meet the down pipes an J 
 the junction between them to be performed as hereinafter 
 spe.iified in plumber's work. • 
 
 w.iiur iVdin 
 
 !;;:ii;ilTiiii 
 tiiiiin {)ij)es. 
 
 Solidly to maintain imposition the outer extreniilv of 
 
 and 1 v?"'T°-'^'"*"'^^^' tl^e Contractor to prepare 
 and lay to each pipe a stone of about 2 feet square or 
 
 itith^^ou^d""'^ ^"^^"' ''''' '"^^ "!>!- ^-^-« 
 
 )^.'I>l.h of 
 
 «. 1 .1 u f . ?'^';' ^"^ ^' '^'•^ *^ ^ ^^P^^» of at least five 
 and a half feet in the ground and to inclination of at leas? 
 
 A,.n,t . : 'i* ^^'^J^'y ten feet on a good bed of clay of earth pre- 
 
 A. •nd.s.rnps. pared for that purpose. Stench straps to hi laid by Te 
 
 Contractor to every junction of diain pipe with -'those 
 
 con ng from the interior, and in genetal wherever the 
 
 Architect may consider them necessary. 
 
 t'-^y all firo 
 Si'iitos, soot 
 dviora, (Sec. 
 
 The bricklayer properly to set and build in all fire 
 grates so<.t doors, ovven doors etc., which may be 
 tnriushed as hereinafter .specified in Smith and Founder's 
 
 •trin; hi - inf.rit l\^T' ^''' " ventilating chimney and the 
 ..<7 to be of '"'«"°r o,^»'d cheminy to the several heights and thick- 
 firick. nesses indicated on Plans to be lined and built with fira 
 
 Wall kit- t>'-'ck and the whole of culinary and laundery apparatus 
 l^uC^ J^ereinafter specified to be solidly laid and built in fire 
 lau,.dryappa- brick according to detail plana and instructions To be 
 given by Architect. 
 
 p2o"fr'"' ,„ , A'^ 'P «f f.^^^ 7^"! «t about 50 places more or loss, 
 3 05 zinc tubing for the admission of pure air- said 
 tnbing to be furnished by tinsmith. ^ ' ^ 
 
•J 
 
 4 
 
 SPECIFICATION', 
 
 29 
 
 Lay at 10 different points, to bo marked out on ground Condiiits for 
 by Architect, 4" vertical drain tubing for the removal '*"'"''"^" ^''»'''''■■ 
 of surface water, with junctions well laid in cement and 
 stench traps coraplefo. 
 
 For introduction of fuel to cellars, build two gullies Fuel gullirs. 
 lined with heavy l^elTs tubing of »uch diameter as may be 
 loquired completed in the most satisfactory manner. 
 
 STOXE CUTTER. 
 
 All cut stone for exterior facinofs of the buildint; to 9"^ s'fue- 
 be from the quarries of Deschambault, Pointe-aux-Trembles, 'Vi'Jnios ""■ 
 Montreal, or Cap Rouge, in courses from 12" to 18" in 3rawii!^ 
 height and 7" and 15" led respectively, perfectly sound 
 and without any defects whatever. 
 
 The basement will be made in 3 courses only, for- Height of ba- 
 ming altogether 7^ feet, of which 6" of the first course ^''""-'"' '="'*'■- 
 are under surface of ground, leaving 7 feet above ground, ''"'^' 
 as shewn on plans and sections. 
 
 The two wings destined for the lodgment of priso- Heiglit of 
 
 ners to be entiirely built in courses 18" hish. courses in the 
 
 ° wings and 
 
 m i • . . , ^, , contra! huihJ- 
 
 1 he centre wing contammg the Chapel and infirma- ing. 
 
 riea to be in 15" courses and central building in 12" 
 
 courses. 
 
 In tlie side wings the cut stone to have tooled margin R"ugh faced 
 only f broad, all around each stone, to from 1^ inch laid, *'"."'«^'" ^1'° 
 with the exception of the tooled margin, the stones to be ^^"'°'" 
 laid rough with quarry face, and should that face be not 
 rough enough for the uniformity of the work, it must be 
 rendered so with hammer or otherwise. 
 
 For central building the cut stone shall be hammer Pointed stoua 
 pointed, with tooled margin k inch broad around each ^T ''"""■<' 
 stone. '^'"S- 
 
 For the central building where courses are to be 12" Rough bush 
 high, with the exception of the anijular parts between the hi'Dimered 
 side and central wings, all the atone to be rough bush central build- 
 hammered. {„„ 
 
30 
 
 SrECIFICATION'. 
 
 »nIn"S, , ,, J^'«„ ^YT. °^ ^^^'^^^^^ ^'^^^r above roofs to be 
 sumr for i^"'It "' fine busli hammered stone in 18" couisoV 
 
 ^v.itcli tower. ' ' ' 
 
 I)n.,s,,i„^, „,.. In (general, a tooled maro-in of iP'trvi. i 
 
 '■.'itnivcs, around openin;.; of J?uildi ^ " ,1 ,1 '^f """ "J'^^' '''" 
 
 sorts, o be nne bush ham.pered aud to be sunk to a .i 
 fectly level surface and out of windin-r ^ 
 
 n.(i of IS" 
 
 -"■tono. 
 Ilfudors. 
 
 Tlio IS" stone to have 0"in,lir"'i i 
 possible and will be laid • o,' a^y ^ J;;' Z,'""^''' '^ 
 bond with the interior „..sonry ft oas o'- ^ "tbi'^'"' 
 dopondently of header, which will '.^ i,;! ,."'"' '"■ 
 alternately one and two per pie ' 1 e u, ih T"''f' 
 to thatdfect, to beconiiderlra^s .dJr'' '^^'!,/'"^V 
 hoa,^.. tobe at least ^B" bed to n^m t^ ^^ H ^ 
 interior brickwoi'k. -^ "i .* wnu 
 
 lied of I;V' 
 
 ^^"^"'^"^'""'^•n.f.l^'''" YC '*f "« ^t,'' ^"^ ^*^ '»* 'east 8'' and ] 3" alter 
 
 M.iiinor of 
 iiittiiig beds 
 
 itely 
 
 III general, the heads of hooks and benders M 1 . 
 the san>e breadth as the heid.t of the course AinJ, 
 
 stone and great care must be taken to avoid cutti. -. tbl 
 beds to an acute angle, to insure close joints ah? 
 penso of solidity of work. "^ 
 
 ex- 
 
 Nevertheless the joints not to be over '" m *i ;.i 
 and the beds and buildi to be cut to Lsure such ^^ 
 
 "lit?!";. ,,e,,,f ^7 ^"'^^ ""J^^}' «" "^'^^^saiy holes in sills label 
 tings hoolfs, n ,M ^^^"^/?^y J'-^rabs as well in interior as ex'teior 
 &,. '^^^^I^J^''^^"}?' ;^''"ch may be required for secure vse'ln:^ 
 
 Jnsortio^/^f ^„. „f '! ''^t''«''« f ?oves to be cut around chimney stacks 
 aiidtKs.&c. '"^^rtion of lead galvanized iron, or zinc sten rml Vln.?! 
 
 
SPECIFICATION. 
 
 81 
 
 In one word the stone cutter must cause to be made M,iko(illh..lR:< 
 111 stone work Jill liolcs, jrrooves or other cuttinirs or '"'''("''■od fur 
 openings of every kind, wliicli the Architect may reJinir^ '^■'•"I'S ties, 
 tur the insertion of cramps or any thing else v/hich may ' '" 
 1)0 useful to the solidity and appearance of the work and 
 nnist co-operate with the smith in laying said chain bond 
 tie cramps, gratings, hooks etc. ' 
 
 AH stones to be laid on their quarry bed built and M,,.!,. „iiav. 
 backed up \n the most solid manner in mortar of the best hig cut stone, 
 quality. 
 
 AH cornices, mouldings, string courses, bands, sills, ni.,i,.MNi<.n,s 
 frames, archstones etc., to be cut of such forms anddimen- "'"' t'"nii.s of 
 sions as will be indicated on the detail J'lans to be furnished •,""'"«■''■"> ^'"s. 
 by the Architect during progress of buiidino-. 
 
 The hooks for window jambs to be cut to the exact Mod,- cutting 
 splay of of)enings and the [larts between hooks to be cut •'*'"»« books," 
 inside, so as to admit one half brick between them and '^'^• 
 the wooden window frames. 
 
 All steps for entrance doors to be of a single length 
 each 8" high and 15" bed, laid to weather 12" 0^10 
 lap 3". 
 
 AH stones for landings to be of a single block at least 1-mdingsfor 
 
 cutntncc 
 
 6" thick and broad enough to extend at least three all '; 
 
 tloord. 
 
 around under steps, breast walls, parapet walls etc, ; 
 
 Breast walls of entrance stoops to be ©f cut 5toi>« i 
 16" courses to conform to the combined haight of 
 
 steps 
 
 , and the parapets to bo in pieces ■ a single height p"^'J; 
 
 icated on I'lans or to 
 
 in Breast walla 
 
 2 for fiitninco 
 
 st()o|>s ]):ira- 
 
 aiid breadth and ot' the lengths 'indicat 
 be determined by the Architect. 
 
 All stones for steps, landings, breast and parapet Stone dress- 
 walls to entrance stoops to be fine bush hammered and '"o *° stoops 
 laid with narrow joints in water cement. 
 
 The thickness of parapet walls to be 18" the inte- ^^'^'^^ arches 
 rior facings of course hammer dressed rubble, and arches "'"!"" ^'^^^ 
 to be turned to support the steps with stone skew-backs l'»"'^'"fc'»- 
 and bottom, the whole according to detail Plans and 
 Architects instructions. 
 
32 
 
 Chininoy 
 
 IS tucks. ■ 
 
 SPECIFICATION. 
 
 Ornioiilcrlaml 
 
 ildwcllcd 
 
 Joints. 
 
 <"'li!uiifcrr('(l 
 ;iiif,'l(<s fine 
 I'li-di Imiii- 
 
 liK'lfll. 
 
 All 
 
 joints belwoen courses to ho of (he narrows;! 
 
 u 
 i insmitli's woik. 
 
 i:rsx;i Km:?-;;«,;:i'^--'':'!™'«" >■■ »"^^^- 
 
 WJier 
 Plans an 
 nuTod 
 
 a Wevations said chan.fers to be fine bush ham- 
 
 J'imc'iisions 
 *){ stones. 
 
 hIo,.w' '/"*"''" "• '*''' ""*' '■'''*«' '^^«*1« to bo of a sin.rle 
 
 "'"'"•' ^y ''"""' Ura"',,,., „,. Arcl,ileets mstruclics, 
 
 n-ivwuih. .It e.icn end and at est 4" thi^t /.,,f 
 square on face towards corridors, ''"^ 
 
 AH cell door jambs to be of cut stone in T^" nn„... , 
 2 X ■!.(■!», P ■ ", P'""'' 'V "™e b"""!" i" thick am] 
 
 SiIIr for cut Tr> .,11 • i • ■• 
 
 iire doors. ,„ , ^? »" '"^erior doors where floors are not in cemont 
 
 Sills for cell 
 Joors. 
 
 CpU door 
 Jiiiubs. 
 
 Holrs for 
 i<'f:ks, &c., 
 other fasten- 
 
 Stove j)i2ie 
 rings 
 
 Holes for ad- 
 mission of 
 pure air. 
 
 The Contractor to have holo* o,,t -:>" *„ r'» r 
 tote „,ore or les. as m„y bol^'S •■ " '''' '">' '" 
 
 I 
 
 I 
 
RPECIFICATIOX. 
 
 S3 
 
 To two fuel gulhcs lay kerb stones H feet square or Fn, I .n.ili,,.. 
 diameter 12' thick piorco-l as re,,uire.l ; also ten korh 
 stones 2 teet ilianieter and 8" tliick, pierced fordrainn'ro <,f 
 surface water, to.irether with 22 stones required to se'curo 
 <lrain pipes trom eaves gutters. 
 
 I'LASTEUER. 
 
 chapel and inhrmary avmIIs and those in diniuir luoui, as «ali.. '^ 
 well the walls of all that part of central huildinrr which 
 projects beyoiul wings, including all windows. 
 
 Lath, plaster, float and set water closet wing ceilinrrs F'hist.rinL' ..n 
 also those ot central wings and central buildin.'. '^ ' ^••■iliM;,-.s. 
 
 Lath, plaster, Hoat and set all stud partitions in I'l'-.-'tmnc m 
 central building and central win-r. iinititioii.-. 
 
 No plastering in basement floor of main buildincr 
 -witli the exception ot that to women's stair case. ° 
 
 In basement throughout and in three stories and Coni.nt fl.nrs 
 garrets of side wings, floors to be made of Gauvreau's "" coiicret,-. 
 cement, mixed | cement to I sand, and laid 1.V" thick per- 
 fectly leveled and smoothed ofl; on a founda'tion of con- 
 Crete composed of one of cement, 2 of sand and 5 of 
 gravel, and broken stone, capable of passing throu.^h an 
 
 inch nilH n hnlf ••iiir. * a o 
 
 inch and a half rincr. 
 
 Ie\eled up with concrete, ready to lay cement floors above .'l"in,ln.ls in 
 bpecmeci. cuncretu. 
 
 Tlirongliout the wliole extent of basement the con- Concron, f,,,- 
 ere e must be laid to a thickness of 10^"' on a thickness '">''"""-'"' 
 ot broken stone capable of passing throuirli a 2A" rinir """'• 
 In-ought to level surface with gravel, and secured with^a 
 good coat of grouting. 
 
 Said stone under concrete above specified may be of St.n.o .vouir- 
 the black rock trom foundations if good ; but the stone ''^ *'"'• «■"'- 
 lor concrete must be n.in-Kmirva ^,.^n>°- „. I -n .. creto. &.r. 
 
 — .^^,,^t,i.iyj,,a ji truuu ; oui me Stone 
 
 for concrete must be Cap-Ronge, or other stone specified to 
 be used for ashlering. f ^ ul, 
 
.74 
 
 srEcincATio.v. 
 
 I ,i„. ,„.. an^l l.rokoi, stono ; to bolster the horizontal u^ntilatincr con- 
 . ,ats. <lu.ts with somo sott or Hner material to -„,,,•<! ,,'^;,;„A 
 
 IVeparati,.,. fricturo of pipes. Previous to hiyini,. the "l.rok.n "stono 
 
 '^'.ii'i-i't lloiir- 
 
 i.i". 
 
 ill I'lluclit 
 
 i^t) plastor 
 (■iiriiict'.«. 
 
 l"or garrets of s„ie wi,.n;.s ...ii-l basement of central 
 I' ,"M>"-, a .now eco.iomu..al Uoor may be mado by means 
 ot a coatnifr composed of lime, .sa.ul, for^^o ashes a 
 -'inent; ,n,x.,l „, snch proportions 'as Ardiit-.-t ' may 
 ec|uiro. W herever inside wiiul.nvs or sills are not siurj. 
 hod, as ot wood, thoy arc to bo finished hard ia cement. 
 
 All deafening floors, wlierevcr joisting is u.e.) to be 
 coate. with three inches of mortar comlnxsodlthnn'o 
 «and _,Hhs sand and grayel, to be rought up to 4" a i "s 
 ot joisis, therely presenting a concuye surface on top. 
 
 For economy tlicre will be no pla:).er cornices 
 throughout the biilldin.r. ' ^oimces 
 
 '■""''«• ?i in "^' ^ S;oo^^ '''"'^' >■ !»'"« ^-l^ting to be 
 
 .iowlhmio.. f^e Men painted all around after beii.g well sunk and 
 floated in good n.ortar, and hermetically sealed a ^ains 
 the introduction of air. ^ ^u a^.unst 
 
 •mur air.' ^""^ , ,^" '^7^".? Concrete over corridor vaultino-, put in all 
 metal tubing for introduction of pure air t°o sto es a 
 liereinafter specified in tinsmithts work. ' 
 
 Repair plus- _ Fi„i3U plastering behind all skirtings, around all 
 chimney mantles, ventilators etc. ; and repair it v,-h. e^^ 
 
 iL'bluklTnt. "" '"'"'' "^^ '' '^" "''''•' -"^P'^^i- -• 
 
 Mortnr under A good coat of the hair mortar to be laid throur^hout 
 
 on sloped roots under slating, and in such a way that each 
 slate may fioat therein, that the roof may be made per 
 fectly air and water ti^ht. ^ 
 
SPECIFICATION. 
 
 85 
 
 :lie concreto 
 lilatiiirjcoii- 
 ■mi ;l^';lillst 
 'oki'ii stono 
 lions to lie 
 down, so as 
 
 ' of cf^ntral 
 L! \>y means 
 asJies, and 
 litect tnay 
 ) not sjH'ci- 
 in cement. 
 
 :isc(l, to bo 
 i itli lime 
 4" at sMos 
 t\ top. 
 
 r oornicos 
 
 I plastered 
 ■hvj; to be 
 
 ley are to 
 sunk and 
 d against 
 
 put in all 
 stoves, as 
 
 oiind all 
 v.'liprever 
 I'otion 01 
 
 •oughout 
 iiat each 
 ade pei'- 
 
 SLATEU. 
 
 All the roofinn:, not otlionvise spocifio'l in finsiiiith's .M-il ouni,, 
 work, that is, all slojted pails of roofs, coloied dark on •"''"''• 
 inof plan, to 1)« covered with best Caiiailian slate from the 
 Melb(nirnc (jUarriijs, or other slate of approved quality. 
 
 All slates to belaid in a substantial manner floated in T-iyingHlato.-i. 
 mortar with -1 inch lap and nailed with two copper nails, 
 5lbs to the thousand. 
 
 All slates to bo sound, of equal thii'knoss and per- Quality. 
 fectly sipiare, laid in r'.'fjular courses neatly cut tu bins, 
 valleys etc.; and laid double thickness to eaves and ridges. 
 
 Slater to preserve his work against all damage and !'' I'.iirs. 
 repair brok.'ii slate, from whatever cause occuring, until 
 occupation of building. 
 
 For false openings in top of ventilating tov.-er, pro- ^h\to sl.il.s 
 vide an<l biy in proper grooves to be prepared bv the ''.''"^'''"'''"• 
 stone cutter" li" slate slabs as shown on elevations. ' """ ""^'"'• 
 
 SMITH AND FOUNDER. 
 
 The works to bo done in east iron are llie tiedioails Tic-hrads. 
 shown on e'evafions 15" diameter and 1^" mean thickness, 
 moulded from a carved pattern to Archite<;t's design, bored 
 complete. Soot doors for all chimneys in side wings and Soot doors, 
 elsewhere indicated, made according to a detail plan V 
 inch moan thickness; boiler, oven doors, and doors for Ovm fnrnnco 
 furnaces, pillars for central wing ■^" mean thickiiess, to ''<"'" L'te. 
 detail plans. 
 
 All cast iron work to be properly chipped filed and 2 mats of 
 
 finished, and to bo done in 2 coats of boiling oU ere it 
 leave the foundry to be carried to the premises". 
 
 I) jiiiiii' oil. 
 
 All wrought iron work to be made of the best im- Qnnlitv (.f 
 ported iron, and all welds to bo made in the most ap- wi-ouirht iron, 
 proved manner. 
 
 Ties 2" X I" to be placed all around roof eaves, one Roof ties, 
 to every third rafter, to tie wall plates to parapet walls ;. 
 
30 
 
 SPECIFICATION-. 
 
 ;a^l.t.^cMo be turned i„ under vvalls at level of .arret 
 
 '"'• vaults ,1.0 sa,no to b ; *^^^^^^^^^ -^corri- 
 
 "WT, win, the oxfentior of if '" "'""'^'"S '^f each 
 
 <^^^t u-on J.o,ul.s to be forced Z tTT''^ "' ^"''^ ^^i''' 
 '■'•oss-bnrs three feet lor,>ti e S, "'''•;:' "l\'-'^e"'l« ^i'J' 
 '"•■'"onry and cut stone afhiel. ' ''''^"^' ^"''' '"'« '1^« 
 
 ii.i:('ii...s. 
 
 winrrs. 
 
 """""" ^"'■•"•"-"^P-»te,lre,„Uie. of 
 
 OU.y.u Boil, 
 '" w;itcli 
 
 except in Ba,sen," t, o?,,f •;;^, «''' "' ^vory Uer of /ois ( 
 
 ■es to be forged into such^ fo ,? Sh'f ^;"^'''"^^ '"^''^ 
 
 ^or the purpo. of binding togerr^l^il^ji^-. 
 
 ti'aU-.l'°oSt!":i;Ve^ P'aces, and the topofven- 
 
 f'-^;' X 1" chain' bn'rsetd'Jnt:; '"'■^"' ^^ '"»^« ^' ^^- 
 
 be made by stone ^uUrS^^l^^''"''^; ""^ ^^^^^es 
 
 before specified. '" cornices etc. ; as herein 
 
 -^ s"ch quantity as' m.^' be required!" ""'"''^ ^^'•'^■' ""J 
 
 ,^ , ^ by Architect! ' Me nT ^° ".-"^^^^^'^^ "««^«i 7 
 '■■O-ing said cranips a^idowSstc." ''^' '''"' ^""^^ ''^ 
 
 Oei:g'illcno.«;. 
 
 Cell galieries to be made where 
 
 shewn on plans and 
 
el of "Tparret 
 
 X 5 one to 
 t?«t ofcorri- 
 '_'.? of each 
 'i^s, at their 
 '» with nut 
 U ends with 
 \ eiKla with 
 Jlt into the 
 
 reiiiitiea of 
 
 ia li'M.y 
 
 It" of joists^ 
 
 ling; s-ii,l 
 ay desire, 
 J joists. 
 
 >P of ven- 
 avo a tier 
 i grooves 
 *3 herein 
 
 masons, 
 ork, and 
 
 ', liooks, 
 . upper 
 >y, and 
 icessary 
 is, said 
 I sealed 
 hole in 
 •nished 
 itter ia 
 
 3 and 
 
 SPECIFICATION. 
 
 i 
 
 and i X J" for guard bar. 
 
 87 
 
 Pr>„f,!fTnnf^''- f[''l[f'««/nd in rear angular parts of Stairs ,„ coll 
 oenfial hu Iding, including these to upper floors of wutcli K"ll.-ri..s. 
 tower, to ho o U" x i" carriages; rails of said stairs to 
 be also 1^ x f , and uprights J" sqiuire. 
 
 Joisting for Chapol gallery floors, to be of 3.i" x A" Cl.n,.,.! ...ilo 
 soanthng, 3 feet apart, beaiiiiif at outer end on a G'* x i" ry 
 ginler ; guard rail IJ" x i" and uprights ^ ""luare, 3 feet 
 
 Floor bearers for upper stories of Tower, one (o each T,.w..r fi,.„r 
 '•ni^le and one intermediate, with turned up en.ls, 1 ^" x i" • Im.,.,-..-. 
 i)Mrs tor landings to chapel galleries to be i" x 2"" tadiiio-' '" " 
 at least 0" into walls at each end. ' 
 
 * to clllipi' 
 llTV luill 
 
 Flights of stairs from central building lo chapels and Stair, t,. 
 cliapel galleries, to be made as other stairs, an.l to all l'"l« *.'. 
 stairs, '^*- — "•'- — :- 1 — . •. - ' 
 
 ni) 
 apart. 
 
 .y^i J,^.l.,u.lc^<, 10 oe mane as other stairs, and to all 
 tairs, opposite windows, etc.. i)rovide and soli.lly flx to 
 iHsonry LV" x V rails on J" square, uprights, 3 feet 
 
 iirt'iH 
 1 !,'.■.!- 
 
 cliil- 
 
 Flooring to ventil/itiiig room in Basement to be laid o.-.m i n^ . 
 open of ir X r scantling, 3" between centres, on beait! ttn'titin. 
 bars ot proper strength where indicated on plans. ro,.ni. 
 
 Smith to provide all necessary 3" x I'' cambered Cunh.vod 
 bearers to arches over chimney breasts, and in general to ch^:; "i... 
 perform all work accor ling to Architect's directions as re- 
 
 or'elsewhfie "' ■^^'^''^^ ^"^^'^ «"J -«^'<^ of sealing in walls Ends . .1.1 
 ' into walls. 
 
 efr. . fiV""T ''^'■''^ T"'^'m ^''' J^''^'- galleries, stairs, Boiling ,.ii t<. 
 etc , to be done in boiling oil previous to deliverin-r on i''"" work, 
 pieinises. ° 
 
 in.. t^w'^M^'l ^"'^ ^-fT '"■''' *^"" ^^ ^' "'^J« accord- C..1I ,loor, 
 ing to detail Plana with dimensions figured thereon. with grating, 
 
 over. 
 
 All doors provided with hooks and hinges, locks, and 
 
 other astenings, of the most approved description and 
 
 su!)ject in every respect to Architect's instructions. 
 
88 
 
 SPECIPICATIOX. 
 
 loots elo. ' ^ " » ""'""'i'. will, approve,! 
 
 9™linsall„rou„j ° ° '' ''"" ""'"'"i f"™., .villi 
 
 /looks for ;i; 
 ii'dii doors. 
 
 aud both ends. ° '"^^ ^'"^^work top a,i,l bottom 
 
 J'iro graios. 
 
 Fire grates of (he mean va! 
 
 ueof-slooach, to Aivhi-' 
 
 Drought 
 grate.' 
 
 Cor'ki'DjT 
 ^v;l^I|i|,ir 
 PHrilius. 
 
 and 
 
 frir.f'c f mean value o 
 
 in his woil-s. ^ " "-^ J'liok-I.iyer as speuifioJ 
 
 fyo'J other „cce,.«„T d 1,1 ?o M'"' ""'' '» » "'"'■■i 
 
 o„ Eie ",i:;rriir;";!E„'°„,,\° '?"'ii "■■ ""'"^ "■'*"™ 
 
 round iron, md «an eo . ?' '""'* '» ''« of ir„-l, 
 
 ill Kad!'' '' „, „„''5^'°^^' ^^^' ^° be lon.fr onoiio-h to tnil ■?" ;,.♦ 
 
 a' each extreni tv, and all Pn,^. ■ ? i"tocut stono, 
 
 '""I sealed iu lead w:ir.!"?'^"' ""•^'■^' ^o be run 
 surtaco of sto",o! ^'''^'""^^'•ed in and leveled off to 
 
 Arrow poiuis ah 
 
 ^ '•. ^^1' upper ends of vorhVn! *- .• , , 
 
SPKCIFICATIOX. 
 
 39 
 
 ritli ajiproved 
 
 sopaiviteil by 
 iflino-. (.overoj 
 li conic, rivet 
 +5 in numlier, 
 '9 Hiid prison 
 1 foiiJing out- 
 
 ri-a;iiu/ with 
 
 '' fo fiiiiiisli 
 
 :li <io()r arxl 
 
 •alir)g,s (0 he 
 
 hii laid ill 
 
 aii:l bottom 
 
 1 to Arclii- 
 
 '13 pl'Ovi.lt'ii 
 
 lilding' aad 
 IS spticilieJ 
 
 cast bars 
 
 to kitclion 
 
 ill a word 
 
 Jaratus ia 
 
 ass}) own 
 3 of inch 
 
 to be of 
 ii'ticals. 
 
 ;ut stono, 
 ' he run 
 d off to 
 
 i open- 
 sign. 
 
 All iron for exterior work and all inside doors to be Ocoats Ijuilini^ 
 done in 2 good coats of boiling oil, previous to removal "''• 
 to piemises. 
 
 Prepare for each garret over v,-ater closet wings, i" Wronglit iron 
 wrought riveted reservoirs, capable of containing each ''''/'"'■'^■"''' '^' 
 about 1000 gallons ; that is to say 5' x 10' x 3' deep, the '' ^^"'^^' 
 upper edge strengthened with angle iron. 
 
 A similar reservoir to be nu^.<le in c;arrotover Infirmary Rcsorvcir for 
 closets; another to contain 2000 gallons in the garret I"'"'"""'''''' ; 
 above both rooms, this last to be 5 feet by 15 feet %v 4 l'".!';'' ''^'""''il 
 feet. ' luu.d,,,;,'. 
 
 Another reservoir for 600 gallons, say 5' x 5' x 3', in RcsiTvoirs fbr 
 the garret over jailor's residence, and one for 150 gallons .i'''''"'^ lesi- 
 over closets in Basement of do. di^nce. 
 
 For all said reservoirs, smith to prepare proper holes frovid,. all 
 
 ami wrought collars, as may be required by ])lumber, for "fcossiiry 
 
 service and waste pipes etc ; hereinafter siieciHed. ''"^''^'■'^ '""' ^f^'- 
 
 liii-s in reser- 
 
 Fordosets in wings provided and lay half inch cast i'''|,!,'j.f ,„. ■„ 
 iron or ^" -wrought iion troughs, of forms and dimensions wrought'in.a 
 required by details Plans, with necessary bearers, holes troughs, 
 and collars, etc, to suit plumber's work. 
 
 All said frouglis to deliver through a 4" cast waste, or Delivor al! 4" 
 soil pipe into a vertical 6" main |" thick, spigot and ''.■.•"''■■:^ """ 
 fUucet jointed. Lower part of main made to conform to [i^uj!'" '"'"^^ 
 tile drainage tubing mentioned in brick-layer's work. "^^ ^* 
 
 Founder to furnish also, as may be required by plum- Wastes for 
 ber, all necessary cast pipes for closets and baths in other '"^^'' ^"''^■'*' 
 parts of building, of suitable size ; also for sinks in kitchen, ^'^' 
 dining room, laundry and jailors residence , the wastes to 
 sinks, etc, to be in no case less than 3" diam : and i" thick. 
 
 ast iron 
 
 All sinks to be of cast iron, half incli thick, provided i" c. 
 by founder, subject to pluiidx'rs directions, as rco-ards ^nks. 
 holes collars, and joints of waste pipes etc ; In one word, Co.m,k.tc tke 
 fnumlcr to provide all pipes required for W. C, baths, wurl«. 
 sinks, etc^ throughout the IJuilding complete, with bran- 
 ches elbows, bemle, etc, to Eatisfactiou of plumber, who 
 
40 
 
 2 coats boi- 
 
 ling oil 
 
 O'lt-fire wic- 
 kets. 
 
 f'uel gullzps. 
 
 SPECIFICATION- 
 
 proper ,vm„g|,t or .„ t' ,*l«""-«,!» ««' "f ...lli,,," 
 
 <nillv .'.'•rM- p. J . 
 
 Coll.., f e"-f'' ^'^^P^'i to reb.t'sfo K ^ '"»' ^^ ^"«">'-te , 1" 
 
 do'.""" *"'• f^'^' .-'--tings .nacle toiZ^ eol J" ?''l'^ ^'^'"^ «t--- 
 
 f ■'ipo to meet and for.n water 1 1 ' '^""^n'^ions an,l 
 
 drams specified in bricklayers Ufk! ^"""''"" ''''^ ^'""7 
 
 J" east or Pr^^;^ 
 
 sr-- j;'-c5t^an^'S,ni:2r^^^/'"T^^^ i"--' - 
 
 plaiiH, ,n central wing and cen tral K iV""^"'" ^^«^^» on 
 baths to be made wifb upnS i" onrlt^ '^^ ' ^" ^^'^i'' 
 ;ided vyuhall holes and^reo.Iisitr.l '"f^'"''''"^ P^o- 
 -ste p,pes etc., to be laid b^, Ih!"''^ ^'' ^^^'^^ «nd 
 
 longitudinal, 
 •jy cross 
 vaults on 
 wroiiglit 
 I'Giiins. 
 
 Sill tongues. 
 
 -te pipes etc., torSld'^'lSff 
 
 ^rought iron joist., sliowf on one of ?i! '' ^^ ■'''''' ^^. «" 
 dispensing with th^ iron tics ZLf2j '''''''''^ ^''^''^'^V 
 the longitudinal vaults and ties a,lnr''' .T""'^'-^ ! l>'>t 
 of construction and equal strength. ^ '^ ^^^ '"""^'"^ 
 
 [-'der fll winclor4e" ^ht'b t" ^'"''^-^ intend^,, 
 ba'«- *'°^^ ^'^^^een sills and water 
 
fsFECIFICATION'. 
 
 41 
 
 '•^ jf»if'ts ; the 
 3 leaving (he 
 
 ' kitclion to 
 s^ver as ciit- 
 
 od in stono- 
 
 'pers to full 
 
 g'lillio.s, in 
 
 to wall hv 
 
 3tber by a 
 I", tlirou"gh 
 >aiHook or 
 
 Hi lay 10 
 
 I meter, 1" 
 
 I'jj stones. 
 
 ions and 
 
 itli 
 
 fully 
 
 cast, or 
 lown on 
 All said 
 and pro- 
 vice and 
 
 •r to lio 
 5 do, on 
 tliereby 
 3.1 ; but 
 Jononiy 
 
 xj" 
 
 I") 
 
 ended, 
 
 water 
 
 rLU.A[BER. 
 
 _ file wliolo cast and wrought woric, for closets sinks AH ^vronf.-:- 
 uaflis. roservo;rs, etc; to be provided by Founder and ■""''''''"" 1^ 
 sniitli, as mentionned in specification of that work • but ':"'"'.''""^ ''>' 
 It will be incumbent on the Plumber to attend to the'exe- St-T''!,- 
 oution ot such works, to adapt them to recjuireinent and h"i-. 
 to Jay or hx all such, including waste and other pipes etc • 
 with joints run in lead and self-acting valves to closet 
 troughs hermetically sealed. 
 
 All trouglis to closets to be provided with self-actino- 
 valves, including apparatus complete for emptyin-v the 
 trougus ; said apparatus of copper and brass, or other ai)- 
 proved metal. ^ 
 
 per stoj 
 
 All sinks to be provided with brass gratinjrs and cop- f^rmv. 
 
 itoppers 3"' diameter, with suitable chain attachment. '*!"I'I"- 
 
 suik.s. 
 
 •VS i\)V 
 
 The W. C. in infirmaries, chaplain's rooms, andlnfimiarv, 
 jailors residence to be provided with ordinary pan closets cl,.,s,.t,s, ;.c. 
 levers etc., complete, 
 
 Plumber to provide and lay as required nil water Wuterco,vV.. 
 service pipes, trom point at which water will be delivered '" '•..-s.u-- 
 into building by City, to the several reservoir's mentioned '■"''■•^• 
 in simth s work, to be inch wrought lap-welded, screw jointed 
 and hermetically sealed in lead. 
 
 i^'J ''.'T^it'^"^''^ ^^'- C., sinks, baths, etc, to be 2" wrond.t 
 supplied with I inch wrought iron, or Iieavy lead water ''■"" '"• ''• <»vy 
 
 service. lend service 
 
 to baths tfcc, 
 
 All waste pipes, service pipes, stop cocks, valves, TroviMe and 
 Jcvers, cranks, gratings, stoppers and chains, bibb and ball '">' ">' i!-it 
 cocks, etc. ; which may be required to comi^lete the closets ""'' 'l'' '"- 
 *iiiks, baths and reservoirs throughout the whole building; IClt^^N^ 
 to be provided and laid by Plumber, attached to wal'l^ wori;.'" '" 
 etc., by suitable cramps and clips driven 3 feet apart or 
 closer where required. 
 
 All waste pipes to be laid with proper slope to insure i„cli,n,^p, r( 
 their perfect drainage and bo joists to be cut into more Sr.iPs:' 
 than „ in deptli for the purpose of laying such pipes, but Cuttn.g LxJ 
 
42 
 
 ^TECIFICATIO^-. 
 
 "■'■"■ rise's rJ* ;L'S,g',: t,' «"-«" i°-- '0 ..),„, „, 
 
 other c„„,,t,4tio„ a;rp,.i:Tl:?;;,fc= ""'"' "'■ »■'■'■ 
 
 ...Ik.,! i,..;;;: ;^"'^ Hater .orvice, of cast oname 1 ^'',^« ^''^"'I'^He 1 
 
 troughs cemeated witlx wl.ite i'i;;i ^' "'"'^ ^^" ^ '^''^t. 
 
 'Movoaljle 
 
 fTdvide aud 
 lav allfrns 
 I'q'e> rcijiii- 
 
 Company or 
 ^ity service, 
 li" niiiiu 
 ripe. 
 
 r pipe for 
 •■•■i(-'h story. 
 r'pipo for 
 •■ach wiiifr 
 Sulidivided 
 
 i" Ijraiiclies. 
 
 • Distance be- 
 tween bran 
 ches. 
 
 I'^oiirtli floor 
 service j)ipo. 
 
 ^vliole of Lis work, tha bv tT T '° ^"^ "^■"^■■'-^*^ tL^ 
 may bo possible a S tiLTo ;•• -f "^'^^■^^^^•'^ I'^?'^ '"^ 
 oui all waste pipes etc. "' ''"''""'^'^ «"J ^'ean 
 
 GAS iTITTEa 
 
 ny or Cit'y J3uilJi,;S t h Jornt ' '' l^'''^ ""^ ^^'^P'"^- 
 oi jailor's .esidouco or W e.st o^'" ^f'""'"^ ^'^'-^ 
 building. ".louyu east or west e.\treiHity of 
 
 basement and of each of tL 1 ■ ^''°''- ^'^'^ ''^'-'^'co oi' 
 vice to be attached to „:L' ^'^^^ -'^' ^•^' ^ ^" ^- 
 ftory to be laid as tar as cent o of'b. "i ' ' T''''' ■» ^^^b 
 >"to threef pipes, of w h tbr ' '"'^' *'^^'■''^ *« ^'^'^^'^ 
 one for each ot" iidj wingl 'e- cl iZ ""T"^ ^'^"^? '''"^' 
 catc jnto 3-8" pipe which will nnl '"'i^ P'^'^ *« bifur- 
 dor and apartnfent to be Jh "ec l'"f -^l^^'^''^'^'^"''- 
 attached 4" branch pipes for^th ' 1 ''Y'^ ^'''' ''''^^ be 
 passage etc., not incK of 'e i?^''""'?, 'T'^''''"<^"t and 
 corrido.-s and large a, a tn e^^ts ! '';^. h'''^''' ^"^ 
 apart at points to ii„S;::r^;i«J^5^^J^^^ ''^"^ '^*"'- 
 
 beoS^^sxt^^s:;;?!:;^^^^--^^ 
 
 story, may be reduced from l!^ to ]!v"f '/'"'" ^t^'-J to 
 tben to .nch, and iiually to J''^iu fourth' fltr"' '"^ ' '■'"' 
 
5 to allow of 
 
 »vide cast ena- 
 basins of auv 
 
 bo ooiiijiloto 1 
 
 •ill iieeessai'y 
 ' uiana<re tLu 
 .ble plugs it 
 e, and dean 
 
 tbe hghtinvr 
 's ill central 
 by Compa- 
 3ment story 
 -xtreiaity of 
 
 • and to be 
 f service of 
 t, a I" ser- 
 ice in each 
 ■ to divide 
 winfr and 
 e to bifur- 
 verycorri- 
 !t -.vill he 
 tmentand 
 iches for 
 'Out 25ft. 
 
 need not 
 storv to 
 
 1 1-a". 
 
 specification:. 
 
 43 
 
 In centre BtiilcUno- and wing gas tubing to be laid 1'ii>os uiuL-r 
 Hi:der iloor and joists may be cut into to tlilit etfect not ''""lii^u'. 
 exrcedbig 1'' but inside wings ail piping to be laid bars 
 along junction angles of corridor vault and vauliinrr either 
 oiio side or the other as requiiedi ° 
 
 _ All said pipes to be solidly attached to walls b-y' Modeoisfca- 
 :<uitable d'anijis or clips tbr the- purpose of holding anil ''"f I>'l'"-i- 
 retajningthem in a proper manner, IMd at meaii dislance 
 oi 3 It. from one another; 
 
 The LV' main and its continuation to fourth floor, as Wn,„^.i,t iioii 
 well the :i" and i~" services to be of wrought iron lapweld- P'Pe. ' 
 ed ; but such as are of less diameter may be ofbloek tin as Block tin 
 nsual. j,ip,,_ 
 
 All pipes where exposed to be laid with perfect I'mvi,],. all 
 regularity, aii(i all pipes in general, whether iron or tin ''''^'''"'"''i""-"' 
 to belaid joi- .ed, and hermetically sealed, with all bends, 'vol'k" "' 
 couplings, washers, stop cocks, etc ; necessary to the 
 perfection of the work. 
 
 The Gas fitter will see that tlio Joiner provides in Movciihl,. 
 nooimg all necessary moveable screwed word and traps ''"ti'sns .ivpi- 
 etc ;_ throughout, to allow of examining the works, aud ^''''^^ '''i'°'' 
 repairing tht.ia when required. 
 
 Tiro Contractor will have to put up in every appart- Tut np such 
 uient and corridor of the building such gaseliers, brackets K'is»^'liL'rs as 
 pendants etc., of what ever forms and dimensions, which the ^'"»'"i''^-<''V 
 Honorable Commissioner of Public Works may provide "LV""^ ' 
 lor that purpose, and all such to be put np as Architect 
 may dhect. 
 
 Gaseliers, etc ; will probably have to be attached to Modo of 
 vaulted ceilings by iron rods passing through the same, """fiii"^' 
 and flush riveted on the upper side to suitable washers ^'"■";!''^r ''^ 
 sunk flush into cement floors. vauiioa 
 
 ceilings. 
 
 TIN SMITH 
 
 All roof flats to be covered in best 17 oz. zino laid on Roof flats in 
 rolls to be laid by joiner, the zinc to extend one foot down '^iiic. 
 the side slopes over slating. 
 
44 
 
 O.ilv.inizod 
 
 SPECIFIOATrox. 
 
 "•".■■ flushing fl„ , 7"^ "'• valleys, hips, Hdffos Inv it 
 
 ,,., hip, scc° fl-^slungs ; M.holo width ofsS ' ^ ^^-g^'vani^ed iron 
 
 ...ih 
 
 I' lllilll- 
 
 lu, !'. 
 
 ■'.u'Jits to 
 
 ^"-I *-- cloak ££:" : !.^:i'[;"''f' ^ -^'^J' of 5 it 
 ° ' h<"i"-ii 111 water cement. 
 
 1'': I .l:incr.s in 
 >>'i"n-i Jcngiiis. 
 
 I. lul fn toi) 
 "»' w.ifch 
 '' wrr, Ac, 
 
 Kivc..si.'at- 
 l.'r,,. 
 
 All fla 
 
 s'liiiffs to bo 
 
 '-led with ti;;^aiu;7S^let:;i,;-e'^"'^ 
 
 ToJt:h:'tX;si'£^j^;'"-,,.dor.^^ 
 
 attached to roof !,> ^.^v';'^^. .''''' ^'^ves and securelv 
 the whole accordhi^o'i;;. •;';!,;::" ^''1^^' ' ^-t apart, 
 
 ra-sed joint., laid perfectly veil d t' / /'^'"etei- with 
 at distances of fJet wi h Jw i ' \"^ attached to walls 
 
 ^}} -!d pipes at ti;! W ; Ss ;ot""""^, ''''^ ^'^ " 
 t'le drains. ^"^^ '^ l^e proi^erly jointed to 
 
 Froni I.oncath seats over cIo.,.f f,. i , 
 tin ventilating- pipes, 3" di-un ?' ""■='"' '"^^ ^"'c or 
 '-^e'Mo, fronrJoiot'room tolsaiiit "'"'"^' '^'""'^^'^5 «"^^ 
 
 ^''- '^^^^-^'"'^ be pi::^;ttT;^iS -L^h^! ^l^-- -- o.. ,ess, to 
 
 "*''(; 'W:i2)ipe, 
 
 fi'i'viinizcd 
 
 VciKil^iJion of 
 
SPECIFrCATIO:^. 
 
 s^^s, to Ai-dii- 
 
 t moots tlie 
 ■itii of jralva- 
 t, in a oToovt) 
 d galvanized 
 "'7 ])roooods 
 i't^"dor the 
 
 minep, lay 
 •^ove to bo 
 th of 5 lbs. 
 mt. 
 
 width to 
 
 i"d solidly 
 
 of watch 
 
 ter about 
 di, tiiniei! 
 I securely 
 iot a])ait, 
 
 to bo laid 
 'ter Mith 
 to Walls 
 n clasps ; 
 >inted to 
 
 zinc or 
 ey; and 
 
 loss, to 
 for the 
 
 45> 
 
 I 
 
 stove 
 W'or 
 
 Tills specification does not include tho purchaso of Hoaiing 
 's wliicli will bo furnished by tho Department of i'ublic ■'^'"^'''' •""'"'«* 
 ks and put in ])laco by Contractor, includinr. outer Ivi'.L''.^, „?'",, 
 envoloj.es and stovei>ipes, and it may bo said with tho Lull I,; u.m- 
 viow of sliowiiijr the uso to be made of the above mention- tractor. 
 ed zinc tubiiiir that the puro air thereby introduced will 
 dolivor into apartments, beneath said stoves, rise between Sy.sf,.in of 
 the stoves and their outer envelopes, thereby acouirinf^- '"'•"i"?-' "'"l 
 the re.inisUo toinperatnre, then passing out into corridoi^ v....t.h.tn,tr. 
 etc ; and hnally escaping through tho ventilators in the 
 walls to be drawn to ventilating chimney through hori- 
 zontal conduits, and at last ejected into open airf 
 
 Tho stoves above mentione.l, about 50 in number, '!'.iliin,<,M.fsi/o 
 more or less, to be of different dimensions, according to l"'"l""ti<'iiu! 
 extent of apartments to bo heated, and the tubin.''^ for *" '""'''• 
 ingress of pure air to bo of proportional size, within the 
 Innits of .r' X 5". Said stoves to bo of tho best construc- 
 tion ailapted to tho combustion of anthracite coal which Antlmicits 
 requires less service than any other fuel. '^'^'^^^ 
 
 hor each of tho 50 (moro or less), ingress pipes, Vpntiliitiup 
 tinsinith to provide and lay regulating registers of bra;« to •''o''"*''-''''''- " 
 slide in a small iron fraino to bo built into the walls with 
 the masonry, or said registers may be laid at extremities How aii.l 
 ot_ pipes under stoves; said registers, etc., to bo made and ''•"''''■ ""^''^ 
 .aid as x\.rchitect may require. '*'"' '"'*'• 
 
 For each tile collar to ventilators shoAvn on plan Vt'ntilMtiii- 
 IS 0. 2, tin smith to 2>rovido suitable registers of painted ''''o''*'^'''-'^- 
 and varnished or enamellad iron, with moveable laths to 
 adjust draught, all said gratings to bo placed at upper part 
 ot corridors, etc.; rt places to bo pointed out by Archi- A<liustin-s 
 toot and to be provided with 1-8" iron or brass rods, one ''"''^■' '" ^«"'"- 
 an each side of siiitablo lengtli, and attached in a manner '''""■^• 
 to .allow of shutting or opening registers as reouired. The f^'CMirdv fix 
 registers to be attached to tilo collars in a secure manner. ''" i-'S'st'-"' 
 
 Independently of tho above mentioned registers for Oihorro-is- 
 VGiitilators shewn on plan tinsmith to provide and lix *'^'" 'inquired, 
 sunil.ar register^ to all chimney flues in closet rooms and 
 corridors thereof in Chaplains rooms and jailor's resi- 
 dence, and wherever they may be considered necessary by 
 Architect. "^ 
 
40 
 
 iSt()j)j)prs to 
 I'iiia'.-i. 
 
 SPEciFrcATio:;, 
 I'tjo,,,, ci„ ,,„i,|, j^ „,,*," IP" '■'»p.»Mv.-,;i,,,„j,,^, 
 
 •■■atrunccdoor. 
 
 I' rniji (lircc- 
 '< r'.<rooiii,A(.'. 
 
 f"!!!!- nurses 
 
 I'lllJIilS, &i'. 
 
 ^KLL rr.vxGER. 
 
 ''•ovido aiij fix f 
 
 nies.<e Hirer's j-^f,, 
 
 '•0111 main entrance 
 
 Olio l.elJ fro,,, D 
 
 "'^'"' ^^'ounnunxral knob to b J 
 
 ,<'oo,', one bell to 
 
 !'u!l. 
 
 aUministivuioa Oih'ce, botJ 
 
 ;;;^':to'-'^ room a„,.i „,oh 
 
 to in 
 
 Bolls from cbai)!, 
 
 essoiiyer's room. 
 
 ■lor fi'om 
 
 piiy 
 
 l''r{ii«i (.!i(ls oi 
 corridors. 
 
 I'rom Olid fdf 
 ci'iilrul vvii'i^ 
 
 AJfinii bolls. 
 
 Climbers and 
 MUhies. 
 
 I'l'ovisidii 
 tiixo uf (itlior 
 bi'lls 
 required. 
 
 i" central wi„i.. to k td.c,'.' r'''''*'"'"'''"''' ^'"^ muvses room.. 
 
 floor of central buildfno, ''"">' ''^ S^'^''^' room ou first 
 
 . From enti'anco door to fir^f <i 
 ^>'^"g, to messenger « room- ''•'''" '''^ «"^J «f central 
 
 dIspoildh;am;m;,e'S;at U^ «'arm boils 
 
 them m, or out of ear. ^' '"'"^^ ^^ ^"^^ed to Lava 
 
 All said bells to bo of Vff 
 
 being easily disti„o.ui,,,,a, Zr''Si!""n' '" '"^^ ^« ''^J'"''t <>{ 
 
 ^■n.es, and other a?pa,.atn rooL,- f •''' "T^'^''^' ^"'''-^"k-^. 
 
 action, includi,>i.\^Himberr^ n '' ^'"'^''^ ^''^'edom of 
 
 wl^ere from, a.ulln ^11 Te sp.etr' ";'"r f .apartments- 
 
 ^''' '''^^^•^•^"tect's instructions. 
 
 If it were necessarv fn i 
 
 Iierein above montioued tie P "" '"^ ^"'^ "'°'"o l^ells not 
 extra charge. ' ^^'' Contractor to d.^ so mthout 
 
 Rod or whito 
 piiioscMutlint' 
 ■■* woiiths old. 
 
 CAHPENTER AND JoiX£«. 
 
 All scantling for joistinn. ,,^f- 
 ^"•i posts etc., to^be of wi e fr p h"'' ^'^"i^^'''^^^ ^^eams 
 
S-PECTFICATION. 
 
 47 
 
 "e piperingH 
 •iILs and piu*. 
 '■oi!,i^- tin (,.• 
 "ii])lute. 
 
 one I)e!I to 
 to l>d!-i)uil. 
 
 other from 
 
 irses rooms 
 in, as ma}- 
 
 ? to closet 
 >iii on first 
 
 of centn).! 
 
 arm bolls 
 '••I to liava 
 
 aJmit of 
 r cranks, 
 iedoin of 
 irtments 
 ructions. 
 
 iells not 
 without 
 
 beams 
 
 least 3 
 
 
 Inc:onoral ,■.1! joists to I)e n" tliick and 15'Moop. Si., of.^unv. 
 ihose tor closet wings 3" x 12" and thoso for garreL li"K- 
 
 O X 1 i> ;V . 
 
 In central wing rJl joists to bo of a singl<»length enoh. Lcnpih of 
 I'lterme.liate joists to bo long enmiirh to extend fr.Mn .i'''^''^- 
 exterior wall to wall of opposite side of corridor alte.natrlv 
 vrom opposite ends. 
 
 Said jokts at their extremities to bo cut level as indi- Wall-piato.^ 
 cated and to rest on 2^' x 4" wall-plates, to which they 
 must be securely spiked. ^ 
 
 Pole-plates to foot of rafters to be single 6" x 12" P..In.„ia„„ 
 all around eaves, halved at junctions and angles and well 
 
 On garret floors lay 8" x 8"^' sole pieces, bearing 8" x .Strin^.u-s .nd 
 8 posts supporting 8" x 12" stringers or bearino- beam'. I'ost..? '"^ 
 to receive roof joisting and raftin^r 3" x 12". ' Roof.joists 
 
 ami rath' 1-8 
 
 All joists to floors and roofs to be laid 24" between sj-nciMg of 
 centres and all rafters at 48 inches. joists. 
 
 All ties mentioned in smith's works to be laid imd Fix all hon 
 spiked in the best manner. tios. 
 
 _ The whole roof to be covered with U" drv narrow IJ- roofn,. 
 pine with an valleys, hips, ridges, rolls nnd saddles etc, 
 complete. ' 
 
 All ceilings in closet wings and in central building Furring „r 
 nnd wing, to be furred with U" x 2" stuff 12" between "'ilinf;? 
 centres ior lathino-, 
 
 -?" V 'llP'Y^'f'''"'-/," '"'?■'''' ''"'S <i'Hl building to be of Sn„] parti- 
 ^ X 4^ studs, with at least two rows of horrinir bone t'""-^- 
 struts, and with bottom and top tongued and grooved 
 stringers of suitable size. h ^ 
 
 Herring bone bridjrino" of 2" x .•?" sfiWr i-n^r A.,-r ^ ij • 
 !>-> loH ., II •! ix •? ° ., sum, very drv, to Hcrrni-: ixin-' 
 
 be laid well nailed to joists, with one r:m<r^ on each side of »"-''^~'"'g'>f 
 corridor walls and Light-well in each stoTy, and one rano-e "" ""^"^ 
 m central wing between outer wall and pillars, to ead- 
 course of jojstmg, "^ ' 
 
48 
 
 Donfciiiiijf 
 
 ■f'.irrctHoors. 
 
 "'' Miirrnw 
 
 'tllMll'illlf. 
 
 ■o(s to 
 nttii 
 
 SPECIFICATION. 
 r^MilTg. ''" ^"•^''"^' ''y •■«"='^' inch cl030 jointed 
 
 ''.' '■'•''''' Si- „n.i h,I'i; ^'"'? ^"^ ^''^" gallories, to ooll.s, chapel -rillericv 
 screw,, er o.hc,-.,:™, ,„ A,.cl.itcr;,^!;j- Set. ^°''"''" ''>' 
 eiKl, sec„re,l to ,,t,ir oarri.,™,, screwe i £l, „„,! ,f °* ' 
 
 .;njg, w or s..ew boi5 «„s. ,v!t:\':;p:ris:'if 
 
 2'-xIl".kir. To all apartments, corridors, etc., of central l,„:i 
 
 r^tiii, iri) / X 11 skirting heavy modivJ =,,.,,,.! '^i i 
 to^ood-brick, or wa„-p,^te, A^ti^SiflZ!:;^ 
 
 2'' (luk stpps 
 to Jill iron 
 stuirs. 
 
 Woiidun 
 stairs. 
 
 p.ne treads, 1" nsers, skirtings and trimminl^s "^^ Je, 
 
 ;'lS;,S";d ^ 3„ ^1^^^'fJS''^ i^'^^ l^,«a"«re birch and hand rails 2" 
 mils. ^ ** »»<^". witJi 6 newel post, where r^ruilr,. i , i 
 
 steps, landing, etc. and railing cJntinl^d a5l l^^S Si 
 
 forTmitioas! y ^^'^''^^^S wings and elsewhere throur^hout the l„iil 
 •<Wets,&c. ' fng, all partmons between closets, uriruvls^Hl L et-^^ : 
 be made ot 3" milled spruce deals 'free frl lol; ifC 
 Lnuis, lon.vued into 3" x 4^ bottom be.'irer aadS^Vfi- 
 c^ppmg, the whole to be solidly nailed. 
 
(]\in\\ty (]e;if- 
 :its fastutieil to 
 
 I cIo3o jointed 
 
 of g.'irrels to 
 uken jointed, 
 >!xd knots, or 
 
 ipel .i^.'ilIenoK 
 oi's of watch 
 nre spec i tied 
 it}' wroiiglit, 
 ■^ bearers !iy 
 
 Ic to bo pro- 
 :Iit, loundcd 
 Ije at each 
 uts tIironf,Wi 
 r surface of 
 
 3ntral Iniil- 
 >und Lio-ht- 
 irely nailed 
 to 
 
 ; I'ncludinn; 
 
 ri aires. 2" 
 
 complete, 
 
 id rails 2" 
 rod, ang-le 
 'und wells. 
 
 - the buil- 
 is, etc., to 
 C;'e or lind 
 i 3" X G-' 
 
 40 
 
 cIdscT, 
 
 SrECIFICATION". 
 
 Closets in small wings to be provided with seats, only, '-i" <>'\k 
 of pierced 2^' oak, said seats to boar directly, on iron '*''''''• 
 trough grooved into them hermetically, and tobe secured 
 to jiroper snugs, by means of small screwed bolts laid 
 ♦lush with upper surface of closet seats. 
 
 No other Joiner's Avork will be require.l for baths than •'"ii>''''y lor 
 that which may be necessary to enclose and protect surface ^^"""* ''^''" 
 pipes, cocks and valves, etc., and the same for closets 
 above meutioneiL 
 
 All the closets in central Building and Aving to be •^'iiK'iT fi> 
 furnished by joiner in the ordinary manner with 1" oak "''"-''" «^l"S"'t^ 
 risers and 1 .J" oak seats. 
 
 Skeleton framing to bo made as required by plumber, .loinpi-y tor 
 for all sinks ; said sinks to be properly shut in, if required, ^*"'^^^ ^^^ 
 with narrow beaded wrought pine or spruce, all secured 
 witli screws and moveable at pleasnre, to afford every 
 facility for visiting Plumber's or Smith's work, or for 
 cleaning out pipes, and for repairs. 
 
 The Joiner to provide, as required, by Plumber, all 
 necessary wood- work to lay services to, and to enclose all 
 piping in wrought boxings, with moveable fronts when so U"x in all tn 
 
 required by Architect. 
 
 IjUl 
 
 A moveable screw batten ; to be laid the whole length '^'".'•li''^ <>l' 
 of all tubing under floors, and Joiner to provide for Plumber. •'"'"''''>■• 
 Smith and other trade sections, such details of work a.< 
 may be required in work of like nature. 
 
 In central wings and front portion of central Build- -" I'"'" r'-"''»- 
 ing all room doors to be 2" framed and moulded pine, in ''"'•"■'^• 
 3" X 6" frames, plain trimming:^, 1" jamb linings, best 
 rim locks, 4" wrought butts, brown mineral knobs com- 
 plete. 
 
 All cupboards to be provided with li" framed doors, CapboarJs. 
 shelves on proper ladders in 3" stud, enclosure. 
 
 All doors for closets and bath rooms to be 2" narrow, Closet dooru 
 tongued and grooved bead and flush, spruce, framed into 
 
 .7 
 
botfoni an( 
 
 ^1.. 1 . 1 '""'num, Willi .TJ" 
 
 O * 
 
 SrECIFICATION. 
 
 top transom, witj, 3i" vroiiMif i „h 
 
 ; r.p ,^»i.„.. i- . . 2 "juiip^iic t)iitts anil 
 
 l»'^^^ approve. 1 of I 
 
 ^ «" in partitions 
 
 M'linemraijco TI,-.,,,' • , 
 
 ''"'"■• „ 7 ^^''''^'P"' entrance door nn,l ", 
 
 0'^»:pIotetoLooaJc2r'f,.n,.° ?1? f ^ ^"''^' ""i'li,' 
 
 J''-Mn,i.,s^utiU.avvI.i^ir:2;^^^^ 
 liinrr Hull 
 
 'Mllp 
 
 nr niifor .^ 
 
 '••'" Sasljes. ill , 
 
 With Z oSS <^ir ^f :r V^^^"^' ^^"-^ P-'- -cle 
 securely attache,! to 'i bw '^^'^'"^^/"^''■x 4-'fr,„,es, 
 
 fM^Ies, 6 inches log/aifrfoeft%^^n"'"'' ^'"P^ "'• 
 t'-aniG. *' ''"'' "^ *'^'^' "Pai't ail around eacli 
 
 Windows in -p f ., , 
 
 wickets and fastening^ complit"^ "" "^''^^^^'^l tnobi; 
 
 All said windows to have p" ,.;„ • ■ , 
 bead end flush soffit ba^- ^ ?^ '",f ^' ''"^' wifh 
 Jutraves beadino- ' '^^^^ '^"^ elbows, with 2" 
 
 Wickets. 
 
 J^iishps fo 
 "Pollings. 
 
 Crntriil wing 
 wljidows. 
 
 <lin 
 
 Soffits, 
 •links, 
 "'invs. Sec. 
 
 tfnslips in g-g, 
 ncral 
 
 architraves beadin-i- 
 
 wictefs ^^c^-vi.v.^ ^»", /'"'^ P"'hes and with or wi^'mL 
 Architect ""^'^ '" "^^"^^ P^-'^^ -"i instructLus ftom 
 
lit I'litts .nnii 
 
 •roved of I)v 
 
 P'li'titions 7 
 
 SPECIFICATION. 
 
 51 
 
 ivitli 
 
 liniriiF 
 
 loor witli 2" 
 
 'ith glaziriff 
 
 bead and 
 ^^itIl bolts, 
 • jailor. 
 
 paiiGs wide 
 li will be 2 
 ^" frames, 
 1 clips or 
 >"nJ each 
 
 sa«hes ali 
 set win<vs 
 5 be made 
 asteniiiirs. 
 
 side sills 
 
 folding, 
 al knobs, 
 
 tls, M-ifh 
 with 2" 
 
 'insT, or 
 ft'iUiout 
 fs from 
 
 rvbof scuttles to be made where shewn on Plan No 7 Hoof «ei.til..«. 
 rtitii requisite step ladders, strong wrought. 
 
 All sky-lir^hts to 1,0 laid on raised rebated framin<r Sn.alUky- 
 Jic whole of 3' wrou-ht piao wkh 1" x 3" oak bars 'iglrt.^- 
 grooved lor insertion of glass.. 
 
 Large sky- light ovf-r light-woll to be built of fine fram- i-ar-o sky- 
 ing .? inches thick with 1^' x 44" oak grooved sash bars "«'"• 
 to detail plans. 
 
 To all openings, in outer or inner wallr, Carpenter to Centres f.,,- 
 provide and put up M proper close jointed centres., »'i>.uiiiigH. 
 
 Corridor vaults and Cell do, to be laid on close iointed f^«-ntreing fo,- 
 centreing so as to prevent any loss or leakage of crout to '"''^^'^ 
 be employed in cementing the vaults. '" 
 
 ,„nn-ff'n'' 'T-^"" ^^\t^^en solidly, M construct btkI Cntmi,,. fo, 
 suppoit ail centreing to broad cnrvMors to the entire satis- corridor., 
 taction ot Architect. 
 
 All centreing for corridors and vaults of largo cells Timo of .stri- 
 to remain in poHtion until orders arc given to F^rike it '""S corridor 
 ^vhereas the centres for ,,penings in inner and outer walls' "'""■''■ 
 may generally be struck immediately and made use of Time of stri- 
 in upper-stones. king small 
 
 centres. 
 
 All sashes lor borrowed lights to be 2" pine with Borrowo,! 
 solid pine sills and strong jamb linings and plain trimmiiKr Ugl"*. 
 in strong frames securely fixed to walls by suitable iron 
 cups 18 a part all round or to be furnished by Joiner 
 an; , built in by Mason during progress of works as Ar- 
 chitect may aecide hereaften 
 
 One liundred doors, more or less, of 2" bead and lOf>-2" 
 Jlusb, spruce with bottom and top stills, solidly framed and '^««dand flush 
 mortise jointed, hung to 3" x 41" framfn^r secureiv '^'i'l.f I" ^" 
 cramped to walls or l.niltin with raalonry. "' ^ ^^^ ^'■"•"'•^'• 
 
 bolts diln'^W-S^'i" P'^'^?'^^ ^°'^^'' ^"th good batch and Fastcninga. 
 Doits plain boxed I^" mantles. 
 
52 
 
 Chimnoy 
 mantles. 
 
 hnn sill toil- 
 giios i" X 1. 
 
 SPECIFICATIOy. 
 .J- mLtr""^ '"""' '" '^ 1'""" "'"■ PW" boxed 
 
 in tl,f buTidiiZTeSS '*' '""'i ^^ -"7 window 
 
 turned bal,,sle„ 3"' |.m„^„- l^'''" ?, ">1''i''™H.„t of 4J" 
 -n, on a florkL/sSair"'L;:,"flotle^L '^ ^" '"°' 
 
 hereafter furoishedT ^ '^'^^'''S' ^^''^ ^'H be 
 
 GLAZIER. 
 
 {Jiishos glazed 
 Willi ^ 
 sheet. 
 
 ormaii 
 
 Bashes. 
 
 llioroughlyontof „S„^ ,„d ,??''; i^,""". «''«'o bo 
 attached, k u^cess^^Xy^i^^^ilZ;"'^ '" "« '*a.o 
 
 m,a leir™' ''^'"=' '» '^ S'^J "tb good .tout ger- 
 
 -r..t;i. sbeet?:rt1Z?ct°t"*"^ '° -S™.h„ict 
 
 Small sky- 
 liii'hts. 
 
 ^iirgo skv. 
 lights. 
 
 that two or at mmtrt^r -^ broad and ofsuch lensth 
 Ay-Iighl. """" ""'" P"« "> fcrtu total breatfof 
 
plain boxed' 
 
 i^erj window 
 3 usual man- 
 
 SPECinCATION. 
 
 58 
 
 All glass for said sky-lights to be laid in gi'ooveswell Mode of gla- 
 puttied and cemented and strongly spriged. 
 
 Zlllfi 
 
 Repair all glazing from whatever cause reauirod until Repairs, 
 the final occnpation of the building. 
 
 >iv railing as 
 iient of 4*"^ 
 ■" X 6" foot 
 
 3l. 
 
 be conipre* 
 tract. 
 
 Is of which 
 IJ" spruce 
 lich will be 
 
 it german 
 eet to bo 
 he rebate 
 
 stout ger- 
 aethwick 
 
 ? plato,. 
 ter-tight. 
 
 ed with 
 h length 
 Teath of 
 
 PAINTER. 
 
 All interior wrought and cast iron work to be done in 2 coats of 
 
 two coats of oil and lead. pai"t *° i"**^ 
 
 nor iron 
 work. 
 All exterior works of wrought or cast iron to be Three coata, 
 
 twice painted once varnished. &c. to irou 
 
 Work. 
 
 All oak floors to be twice oiled. Oak floors 
 
 oiled. 
 
 All closet seats oiled ; and all entrance doora and Oak work 
 
 steps to iron stairs cases oiled and twice varnished. ^^^°^. '*"4 
 
 varnislied. 
 
 All exterior joining to be done in two good coats, and 2 coats toin- 
 all exterior do iu three coats of approved colors. ^^^° ^"'■^• 
 
 Exterior of all sashes to be stained imitation of oak or 3 coats to out 
 black walnut. do Staining. 
 
 marble. 
 
 All chimney mantles to be done in imitation of dark Chimney 
 
 mantles. 
 
 2 coats. 
 
 All rails and balusters of stairs etc., to be varnished Stairs rails 
 
 &c. 
 
 Painter to take care to do all knotting and stoj^pino- Knottinjr, 
 and to finish the work to Architect's satisfaction. ° stopping, &c. 
 
 Independently of the above all wrought and cast iron 
 work to be done iu two coats of boiling linseed oil and ail 
 cramps, bolts, dowels, strips and clips to be boiled in oil 
 previous to leaving foundry. 
 
 Specification referred to in the contract passed 
 between Thomas Joseph Murphy and Thomas Martin 
 
5-i' 
 
 SPECIFTCATrON, 
 
 passed beCjoseph Petit 'l'"''"';; ff' ^^"'^''^ ^orks a i 
 on the TlnVty fi3' ol' i ^'''^'^ h,s Colleague, JVotaries, 
 
 Thos. \r. Quk^ley,. 
 
 ■inOS. J. MuRlTiy, 
 
 JouN Lane, Junior,. 
 John Flanagan, 
 
 MiCIIAEI, 0,UIOLeV, 
 
 John Kose, Commissioner, 
 •t. iRUDEAu, Socretarj-. 
 
 J- S, C. Hkbert, N. p. 
 <fH. Petitclerc, N. P* 
 
reseijt'ed hy 
 Works aid 
 e, iS^taries, 
 eight hund- 
 tJiereto and 
 
 51'd in the 
 ies. 
 
 (Sc'hcaulc IVo. 1.) 
 
 SCHEDULE OF PRICES 
 
 For all work, labour and materials required in the erection and com- 
 pletion of the Quebec Jail, being the rates and prices at which the 
 accompanying tender for the saiti building has been coinpated, and 
 also the rates and prices at which all %vorks of omission and proo-resf 
 estimates shall be valued and paid for under the provisions to be 
 embodied in the Contract. 
 
 jr. 
 
 No. of 
 
 Item. 
 
 N. P. 
 N. P. 
 
 Description. 
 
 o 
 
 3 
 i 
 5 
 (: 
 7 
 8 
 9 
 10 
 
 11 
 12 
 13 
 
 14 
 
 15 
 
 16 
 17 
 
 18 
 lU 
 20 
 
 '21 
 22 
 23 
 
 KXCAVATCa, 
 
 Digging in onrt!., clny nr gravel, nn.l wheeling, 
 
 spreading, rjivnniiiig down and levrlling, or 
 
 grading, within SO yards of the Imilding... 
 
 do do do loose roek and boulders. 
 
 do do do solid rock 
 
 first item at 100 yards 
 
 .Second do at do "!!!.""! 
 
 Third do at do '".' *!'.*.iili! iiii 
 
 First item nt any point within the property!! 
 Second do at do do ..... 
 
 Third do at do do !!!!! 
 
 Digging, refilling, rauiniiiig down and levefling 
 surface for drains not exceeding 5 feet deep 
 
 in earth ,° '■ 
 
 do do do in rock 
 
 do do do in earth 8 feet 
 do do do in rock do 
 do do do for each , foot 
 depth in earth 
 
 Definition. 
 
 extra in 
 
 do 
 
 do 
 
 do 
 
 do 
 Lahourer 
 Curt, horse and driver.^ 
 
 do 
 do 
 do 
 do 
 
 do 
 do 
 do 
 do 
 
 in rock 
 
 in earth 
 
 in loose rock, 
 in solid rock . , 
 
 MASON AND BRICKLATEFt. 
 
 Pit sand delivered 
 
 River or drift sand delivered 
 Common liino 
 
 per cubic yard, 
 do 
 do 
 do 
 do 
 do 
 do 
 do 
 do ... 
 
 per yard liueai.. 
 do ... 
 do 
 do 
 
 do 
 
 do 
 
 per cubic yard . . , 
 
 do 
 
 do . . . , 
 
 per day 
 
 do 
 
 per cubic yard . 
 do 
 
 --.„ , ,, , per bushel 
 
 Gauvrcau's Cement |per barrel , 
 
 Rate 
 
 .? cts. 
 
 12.i 
 35 
 75 
 M 
 37 
 80 
 17 
 40 
 85 
 
 15 
 
 85 
 0.30 
 
 1 70 
 
 5 
 
 20 
 15 
 40 
 
 ■;)l) 
 
 no 
 
 1 flO 
 
 CO 
 (iO 
 
 10 
 
 1 7? 
 
li^^ 
 
 56 
 
 No. of 
 Item. 
 
 SHEDULE OF PRICES. 
 SCHEDULE Jfo. 1. -^(Continued.) 
 
 2.> 
 
 i.'7 
 
 2!) 
 30 
 31 
 32 
 33 
 31 
 35 
 3(i 
 
 37 
 38 
 3!) 
 40 
 41 
 42 
 43 
 44 
 
 45 
 4(! 
 47 
 48 
 49 
 50 
 
 Description. 
 MASON AND miCKLXKER.— Continued. 
 
 Broken Stone for rongh concrete, 3 inch tli 
 
 •fo do for finn ^r. 1 I .].. , 
 
 Definition. Rate. 
 
 do 
 
 am 
 do" 
 
 li do 
 
 Richer or 
 
 IT ■ r . — ^'"0 
 
 iiiur lor pngpnig mortar.... 
 
 Linip stone for rubble, Chate'aV 
 
 I onito-ux Trembles 
 
 Large sizu do do for fomhiVsV. '. 
 
 Common red briclvs. '^ 
 
 I'lcked do for facingV.""'. 
 
 Endi,sh fire bricks... 
 
 R'lbble masonry in footings".'." 
 
 Mck vvo!.r"'"'^' '" f"un.lations andb'a'cking.: 
 
 'b • , kvv? '"""",'-'" ^'■""""'i '" limo mortar., 
 bntk-vvork in arches and vaulting i,i two hn f 
 
 brick rims grouted o " "-wo imu 
 
 „ . do do do 
 
 Pointing in mortar to brick-woi'k: 
 
 P"g.uing of coarse mortar for iloors 2'''thVck " 
 
 "'High concrete ^' • 
 
 t'ino do ... 
 
 Lajiour and n.ortar;o^;ly to cmn^ijr/bVi^k-wor"!; 
 do to rul)bIo stone masnnrv 
 
 per cubic yard. 
 
 Jo .., 
 per busliel 
 
 p. toiso of2l6ft.fr 
 «lo .... 
 per 1000..... 
 
 Jo 
 
 p. toise of72ft.fr 
 
 do 
 per 1000 
 
 I'er yard sup... 
 ■)er 1000 
 
 L-'mo mortar und^.r slates. 
 
 stone masonry. , 
 
 DKAIHS, EXCLUSIVE OF DIGGING, MEA- 
 SURED IN THE WORK. 
 
 Bell's tubing laid 
 do 
 do 
 do 
 du 
 do 
 
 in water cement 4". 
 
 51 
 
 .'.3 
 54 
 
 STONE 
 
 do 
 
 6" 
 
 do 
 
 !)" 
 
 do 
 
 12" 
 
 do 
 
 15" 
 
 do 
 
 IS". 
 
 CUTTER. 
 
 
 Ipar yard sup.. 
 
 do \. 
 per cubic yard. 
 
 do 
 
 per 1000 , 
 
 per toiso '' 
 
 per square 
 
 per yard lineal, 
 do 
 do ... 
 
 Jo 
 
 do ... 
 
 do ... 
 
 ^ veml-^'^ «"'>?«) sandstone in blocks deli- 
 
 rointemix Ti;mLi;;Vime';t"on;' "do"" do*"'!^"'" *'"V*' ^' 
 Deschambaut ,i„ ,, i ' ^" 
 
 Montreid 'f° f '1° • Jo 
 
 footlolf^j;'l:^.^';--d;;-Sh_por running 
 Poinrr ;,r,x Dcscliam 
 
 (.'.-ip 
 Rouge. 
 
 cts. 
 30 
 
 Trembles. 
 
 cts. 
 42 
 
 bault. 
 
 cts. 
 44 
 
 Montreal. 
 
 do .. 
 p. ft run asfollowsl 
 
 $ cts. 
 
 1 50 
 
 2 00 
 
 20 
 
 10 75 
 12 00 
 
 4 30 
 
 G 50 
 22 00 
 
 (J 50 
 
 fi 00 
 
 7 00 
 
 1 00 
 
 8 00 
 10 
 
 8 
 
 2 50 
 
 3 50 
 
 2 75 
 
 3 00 
 
 1 00 
 
 48 
 
 06 
 
 1 20 
 
 1 75 
 
 2 50 
 4 00 
 
 20 
 ;!8 
 2.9 
 30 
 
u. 
 
 rd.., 
 
 ft.fr 
 
 t. fr 
 
 1.. 
 
 Rate. 
 
 $ cts. 
 
 1 50 
 
 2 00 
 20 
 
 10 7.5 
 12 00 
 
 4 30 
 
 C .50 
 22 00 
 
 (> .50 
 
 C> 00 
 
 7 00 
 
 1 00 
 
 8 00 
 10 
 
 8 
 
 2 oO 
 
 3 .50 
 
 2 75 
 
 3 00 
 
 1 00 
 
 48 
 
 (lb- 
 
 1 20 
 
 1 7.5 
 
 2 .50 
 4 00 
 
 20 
 :!8 
 2.9 
 30 
 
 SCHEDULE OF PRICES. 
 SCHEDULE No. l.~(Cont;nued.) 
 
 57 
 
 No. of 
 Iti'iii. 
 
 r,G 
 
 ,57 
 .58 
 59 
 00 
 ()L 
 02 
 03 
 
 G4 
 
 C5 
 
 no 
 
 07 
 08 
 09 
 70 
 71 
 72 
 73 
 71 
 
 70 
 
 77 
 78 
 79 
 80 
 
 81 
 82 
 83 
 
 Descriiitidii. 
 
 FOR LABOUR, CUTTING AND SETTING ONLY 
 
 Rock fiicc 
 
 Sciililoil 
 
 Hough bu.sh liam'd. 
 Fine do . . . , 
 
 Fooli'd 
 
 Cliiiiiifpred 
 
 -Moulded 
 
 Siiiik 
 
 o 5 
 
 5 5 S 
 
 15 
 10 
 21 
 25 
 28 
 20 
 35 
 40 
 
 cts 
 14 
 15 
 19 
 22 
 25 
 23 
 30 
 35 
 
 n jJ 
 
 i cts 
 14 
 15 
 19 
 22 
 25 
 23 
 30 
 35 
 
 $ cts 
 M 
 15 
 19 
 22 
 2."> 
 2:! 
 3(1 
 35 
 
 Definition. 
 
 >pi!r ft. siij), 
 I 
 
 Jsinking holes and cutting grooves in cut stono 
 tor iron bond, cramps, niullions, stancheon.s, 
 
 „ &<-••. &c 
 
 otone cutter 
 
 PLASTERER. 
 
 Lntlis best sawed 
 
 PI a.ster ,'_'_ 
 
 Render on Walls, one coat only. .'.".'..'.".' 
 Throe coat work on walls '.".". 
 
 Lath and three coat work on crilinffs.' ! 
 Latli and three coat work on partitions". 
 Vendor and l!oat on walls... . 
 
 rff,''.V'"" P'"''*'^!' moniding and cnVnice , 
 
 li Common cement flooring laid over eon 
 
 Crete, composed of gravel, smith's ashei 
 
 . I \TI}, ■ "^ P"'' ■''P''ciiication 
 
 Id Hooring of Gauvreau's cement -two of 
 
 sand toone of cement mixed with water and 
 
 laid on concrete 
 
 do do do mixed wit!i linseed oil. 
 Portland cement floors. 
 Lime whiting two coats 
 
 Plasterer 
 
 Labourer 
 
 SLATER. 
 
 MolbouiTie slates laid with coper nails, 
 alater _ 
 
 Labourer 
 
 per ft. run. 
 per dav 
 
 per 1000 
 
 per barivl 
 
 per yard siij). 
 do 
 
 <lo 
 • lo 
 do 
 per ft. sup. .. 
 
 per yard sup. 
 
 do 
 do 
 do 
 do 
 per day. 
 do 
 
 per square.. 
 
 per day . . . . 
 
 do .... 
 
 Rail 
 
 ^ c^^^. 
 
 13 
 
 1 50 
 
 1 20 
 
 2 50 
 
 15 
 20 
 19 
 12 
 9 
 
 2.5 
 
 35 
 75 
 70 
 
 5 
 
 1 00 
 00 
 
 8 00 
 1 30 
 CO 
 
58 
 
 SCHEDULE OF PRICES. 
 SCHEDULE No. l.-{Continued.) 
 
 87 
 S3 
 
 89 
 
 SMITH AND FOUNDSR. 
 
 VViJ^ht'/;"""?'''^ pipes and pillars, &c... 
 VViought n-on m flooring, bars or joists... 
 __ .'" st"!il's ami ties, &c... 
 ^^ 111 staiiclieoiis or saddle bars'. ' ! 
 m iimlhon or vortical bars to 
 . . outer window gratings.... 
 in iron doors and frames and in 
 
 „ . grating over do 
 
 in crewod bolts, nuts, &c..'. ."! 
 HI galleries to colls. 
 
 ,',' 1" st'iircases to colls &c 
 
 r„' • IT. ^e«'""vo'i's in sheets riveted 
 
 Labourer ' 
 
 per cwt. 
 do . 
 do . 
 do . 
 
 .07 
 98 
 
 9y 
 too 
 
 iOI 
 102 
 ]03 
 J 04 
 105 
 
 do , 
 
 do ... 
 
 per lb... 
 per cwt. 
 
 do . 
 
 do . 
 
 do . 
 per day. 
 
 do 
 
 PLUMBER. 
 
 
 Milled lead. 
 Oast do . . . 
 
 W. C. apparatus complote-bVs't '^" I 10 00 
 
 Wrought iron i" bath complete f^'f 15 00 
 
 fast iron i" .it do on mi 
 
 per cwt, 
 do . 
 
 Zinc 
 
 do 
 do 
 
 do 
 
 lOf) 
 107 
 108 
 l.')f) 
 1092 
 
 'Soil and waste pipe... -•••■ do , 
 
 Soil pipe joints. . . . ...V.V fi''"'' ^^ 
 
 each.., 
 
 110 
 111 
 
 iJiiich).f iuchllinch 
 
 strong ™„pJ.V±V.i'ot 
 nashers& wastes. 00 75 00 90 1 
 
 '^t';P cocks 00 70 1 
 
 Uibb & ball cocks. 
 
 rubuig 
 
 I m 1 
 
 |00 10 00 
 
 60| 
 
 75 
 
 o 
 
 00 
 4 50 
 3 50| 
 
 liinchpinch 
 $ cts'i $ 
 00 801 1 
 
 1 30 2 
 
 7 00 12 
 3 .50l 6 
 
 0|00 25|00 45 00 
 
 Solder., 
 umber 
 
 cts 
 10 
 001 
 00) 
 00 
 50 
 
 per ft. 
 >oach. 
 
 
 '•■••.-••-., 
 
 .Iper lb. 
 
 112 |Labourcr ..'.'.'.', |P*"' '^'^y- 
 
 do 
 
 113 
 
 TUT SMITH. 
 
 '%'a:Az'r.''' ''^'''^'^^' ^- ^^ 0^- s^i 
 
 cts. 
 
 50 
 
 25 
 
 50 
 
 00 
 
 
 
 6 
 
 
 
 9 
 
 5 
 
 50 
 
 6 
 
 50 
 
 .9 
 
 00 
 
 8 
 
 00 
 
 1 
 
 50 
 
 
 
 GO 
 
 8 50 
 
 8 00 
 
 00 
 15 00 
 10 00 
 00 10 
 
 1 0!) 
 
 00 30 
 o 05 
 
 00 70 
 
 PS"ft' «up I 00 ? 
 
Rate. 
 
 $ Ctfl. 
 
 3 25 
 
 4 50 
 7 00 
 
 6 
 
 f> 
 5 50 
 
 fi 50 
 !) 00 
 8 00 
 
 1 50 
 
 (JO 
 
 8 50 
 
 8 00 
 
 10 00 
 
 15 00 
 
 20 00 
 
 15 00 
 
 10 00 
 
 00 10 
 
 1 00 
 
 I 00 30 
 3 25 
 
 I 00 70 
 
 00 ? 
 
 SCHEDULE OF PRICES. 
 SCHEDULE No. l.—{C'ontlnnued.) 
 
 69 
 
 No. of 
 Item. 
 
 Description. 
 
 114 
 115 
 
 IKi 
 
 117 
 118 
 
 119 
 
 lao 
 
 121 
 
 122 
 
 123 
 
 124 
 
 125 
 
 126 
 
 127 
 
 128 
 
 129 
 
 130 
 
 131 
 
 132 
 
 133 
 
 134 
 
 135 
 
 136 
 
 137 
 
 138 
 
 139 
 
 140 
 
 1)1 
 
 142 
 
 143 
 144 
 
 145 
 
 146 
 147 
 148 
 149 
 150 
 151 
 
 TIN SMiiH. — Continued. 
 
 Hip, valley and ridge flushing: iu zinc 
 
 Zinc nn rools for decks 
 
 Zinc down pijjc tixed C()mi)lete with faste- 
 fcc.,4" 
 
 do do do 5" 
 
 Definition. 
 
 per ft. sup., 
 per square, 
 
 nings &c. 
 
 Galvanized iron heavy moulded 9"eavcs gutter,! 
 
 fastened to roof every 3 feet 
 
 Tin Smith 
 
 |per ft. lin. 
 do do., 
 
 Labourer. 
 
 CARPENTER AND JOINER. 
 
 Joisting 3" 
 do 3" 
 do 3" 
 
 x4". 
 
 X 18" 
 
 X 15" 
 
 X 13J" , 
 
 do 3'' X 12" 
 
 I'olc-plate C" X 12" 
 
 Wall-plates and bond timber 2i 
 
 Rough posts in garret 8" x 8" 
 
 Stringers 8" x 12" 
 
 do 6" X 12" 
 
 Rafters 3" x 12" 
 
 li" longued and groved roofing 
 
 2" do ''do do 
 
 IJ" deals for roofins 
 
 2" do do 
 
 Straping to ceilings 
 
 D(>aforting floors..^. 
 
 4 J" stud partitions 
 
 2" spince milled flooring 
 
 2" spruce deals 
 
 4 J Btuds 
 
 Inch rough garret flooring.... 
 
 1 J" oak floors to cell galleries, chapel galle- 
 ries and iron stairs...., , 
 
 11" X 2" mrulded skirtings 
 
 2" steps including risers, 1^" birch balusters 
 and 2" x 2J" birch rails complete with 
 carriages &c. 3i ft. broad........ 
 
 Circular headed 2" pine sashes in 3 
 
 pine frames 
 
 igment headed do , 
 
 Siiuare lieaded do , 
 
 Plain 1" jamb linings, sofiits, &c..., 
 
 2" panelled doors moulded , 
 
 2" bead and flush doors — spruce.,.. 
 
 3 milled part itiong -spruce , 
 
 do do. 
 day. .. 
 do ... 
 
 per ft. lin. 
 
 do 
 do 
 do 
 do 
 do 
 do 
 do 
 do 
 
 do. 
 do. 
 do. 
 do. 
 do. 
 do. 
 do. 
 do. 
 
 do do . 
 per sqtiare. 
 do . 
 
 per 100 
 
 do 
 
 per Sfjuare 
 
 tlo 
 
 do 
 
 do 
 
 per 100 pieces. .. 
 do do ... 
 per square 
 
 X 4i' 
 
 per ft. sup. 
 per ft. lin. 
 
 per Btop. 
 
 per ft. suj). 
 
 do do . 
 
 do do. 
 
 do do. 
 
 do do. 
 
 do do. 
 
 do do. 
 
 00 
 
 8 
 
 ( tc 
 
 8 
 
 I'd 
 
 on 
 
 20 
 
 00 
 
 25 
 
 00 
 
 80 
 
 1 
 
 .'■.» 
 
 00 
 
 to 
 
 00 
 
 
 00 
 
 6 
 
 00 
 
 5 
 
 00 
 
 4 
 
 00 
 
 8 
 
 00 
 
 H 
 
 00 
 
 8 
 
 no 
 
 10 
 
 00 
 
 8 
 
 00 4 
 
 3 (10 
 
 3 50 
 
 11 60 
 
 17 
 
 00 
 
 1 
 
 00 
 
 00 75 
 
 2 
 
 25 
 
 A 
 
 50 
 
 20 
 
 00 
 
 7 
 
 OO 
 
 o 
 
 50 
 
 00 
 
 9 
 
 00 
 
 5 
 
 1 75 
 
 00 35 
 00 30 
 00 25 
 00 4i 
 
 00 i;^ 
 
 00 1\ 
 00 7 
 
00 
 
 No. cf 
 ftoiu. 
 
 152 
 
 SCHEDULE OF Pmc'ES. 
 SCHEDULE No. l.-Continned. 
 
 Description. 
 
 Definition. Kato. 
 
 CARPExi'ER AN 
 
 n Joi^m.~-Continu€d. 
 
 153 2" , 
 
 154 [21- 
 
 Ofik W. C. scats 
 
 >'iio niilli,,! iiisidpsiUs 
 
 oiik 
 
 l-\ j~"' nnglo Ijciid 
 
 ('anclli.,1 and 
 
 I5f; ;i 
 
 157 C\ 
 
 158 0( 
 
 159 jCi 
 loM |,J 
 
 '"o 1<> opoiiin 
 
 "lonlded onti' 
 
 '"ICC doors. 
 
 per ff. 
 
 ntreins: for vuuit.s 
 "tros for urclifd vvind 
 
 do "^ I'crft. I 
 
 sup. 
 do. 
 do. 
 
 *c. 
 
 rpcnfpi 
 
 ows. 
 
 oiner. 
 
 do do. 
 
 ' Iperyard s 
 
 jeddi 
 
 jper day... 
 
 up. 
 
 PAINTER AND GLAZIER. 
 
 IGl 
 
 IC2 
 
 1(53 
 
 16'4 
 
 165 
 
 166 
 
 167 
 
 168 
 
 169 
 
 170 
 
 171 
 
 172 
 
 173 
 
 UA 
 
 175 
 
 176 
 
 177 
 
 178 
 
 3 cnnt work in phi 
 
 ..I colours Icai 
 
 '"g knottn,^. and stopilinJ^ 
 
 clud 
 coat 
 
 and oil in- 
 •.. 
 
 do .. 
 
 per yard 
 do 
 
 $ cts. 
 00 25 
 
 00 6 
 
 00 45 
 00 li 
 00 2 
 00 30 
 
 1 00 
 
 1 25 
 I 25 
 
 0;mg m,\ varnislii,,, to woo.i Z'n'rl' ''" 
 
 ''''^»''S'»»'i«:!ni™e:i»;'i''.'::::------( ■!» 
 
 ''up 
 
 do .. 
 
 oilinjf, 
 vaniishing 
 
 coat, 
 do , 
 do . 
 
 do 
 
 _ „ ^^^ do 
 
 c. best Gorman sheet, "" I ^^ 
 
 tliancos 16 oz. do P"'' ^^^ 
 
 .„ '1" 26oz. do .v. *Jo 
 
 f„ P'"^;' *'V" «ky-h>iit.s.V.".V: ^" 
 
 i '•"ugli plate for do ^^ 
 
 do 
 
 do , 
 
 do. 
 
 do . 
 
 do. 
 
 do„ 
 
 do. 
 
 sup... 
 
 do... 
 
 do... 
 
 do....:; 
 '^' 
 
 00 
 00 
 00 
 00 
 
 no 
 
 00 
 00 
 
 no 
 
 00 
 
 00 
 
 00 12J 
 00 15 
 00 35 
 00 45 
 00 75 
 
 do 
 I ^ _ do 
 Glazin 
 
 do 
 
 do 
 
 do 
 
 do 
 Painter 
 
 P'f'«'- .::;; iporduy 
 
 Labourer do , „„ 
 
 Kelt, tar and =™i;.oofi-„v;b;;t v;:;: L ^° :::::::: SS 6o 
 
 'per square j g q^' 
 
 Public W„.fa, pLd before /„I-,,f7[f' "'» Co^^^Wo J. Jl 
 
 12J 
 
 .<) 
 
 3 
 9 
 13 
 10 
 4i 
 3 
 7 
 9 
 
Rafo 
 
 $ cts, 
 00 25 
 00 6 
 00 4.-> 
 
 00 
 
 00 
 
 00 30 
 1 00 
 1 2,j 
 
 1 2r) 
 
 
 SCHEDULE OF PRICES. 
 
 61 
 
 dred and sixty-one, and signed by tlie parties thereto and by tlie under- 
 signed agreeably to the said contract. 
 
 (Signed) 
 
 Tnos. M. QuiGLEv, 
 Tnos. J. MoRPHT, 
 John Lane, Junior, 
 John Flaxagax, 
 Michael Quiglev, 
 John Rose, Commissioner 
 T. Tbcueau, Secretary, 
 
 J. B. C. H£dert, N. p. 
 
 J. Petitclerc, N. p. 
 
 00 I0| 
 00 9 
 00 3 
 00 9 
 00 13 
 00 10 
 00 4i 
 00 3 
 00 7 
 
 00 9 
 
 00 12J 
 
 00 15 
 
 00 35 
 
 00 4r, 
 
 00 7r, 
 
 00 75 
 
 00 60 
 
 C 00 
 
 ending 
 
 itween 
 'ajesty 
 ler of 
 sague, 
 hun- 
 
( Schedule JVo. 2.) 
 
 SCHEDULE OF PRICES 
 
 «twtich all work ofadduiou sUll')® ""i ""l"' '""^ P'-i"'-'" 
 -der^ovisions to bo 'embSl in'.^^'SCl. '^"''^ '"'^ 
 
 ^fSRing 111 pnrtli, clay or eravr) •„, i i , 
 
 cfo" 
 
 du 
 
 3 
 
 4 
 5 
 fi 
 7 
 8 
 9 
 10 
 
 boulders... "^^ '°"«° ro'^k 
 
 lers 
 do 
 
 uiid 
 
 per cubic 
 
 First item at 100 yards...'" "''''••"^'^•■•-■•I 
 
 Second do at do ' 
 
 Third do at do '. 
 
 Third do at > ''" 
 
 Di.gging rcfilli 
 
 do 
 
 do 
 
 ,7„°., :., ., "rdius not exceediDjr .'i <•„... 
 
 11 
 13 
 13 
 14 
 
 15 
 16 
 17 
 18 
 19 
 20 
 
 deep 
 do 
 do 
 do 
 do 
 
 exceeding 5 feet 
 
 ■21 
 00 
 
 23 
 24 
 
 25 
 26 
 
 in earth - — - ^--v.cuuig 
 
 '|o do in rock."." 
 
 *f" do mrock do 
 in depth in earth <■<»• each foot exn"; 
 
 ^^ do do 
 
 do do do 
 
 do do do 
 
 Labourer ° *'° '" =wxm rocK | do 
 
 Cart, horse and driver'.!!". |per day 
 
 do 
 
 MASON AND BUICKtAVER. 
 Pit sand delivered. 
 
 m rock 
 in earth 
 
 in loose rock.-.-.-jP'^^-^fbic 
 m solid rock " 
 
 per yard lineal 
 do 
 do 
 do 
 
 do 
 do 
 
 River or drift sanddel'iVered l^^^ ^^^^'ic yard. 
 
 Common lime do do 
 
 Gauvrean's Cement per bushel.,.. 
 
 Broken Stnjips for rough "co'JJre'tV "iVn'nV '{■' ' " F"' ^"'"''e' -' 
 
 -7 I Ha:r for pugging mortar.. * ° •^"- do do ., 
 
 Iper lushe] 
 
 00 19 
 1 6 
 
 00 3-i 
 - 12i 
 
 00 64 
 
 00 25 
 00 ].0 
 00 50 
 
 1 12J 
 00 75 
 
 1 25 
 
 00 75 
 00 75 
 00 J2i 
 
 2 2(r 
 
 1 87i 
 
 2 50 
 00 25 
 
SHEDULE OF PRICTES. 
 SIIEDULE No. 2.— Continued. 
 
 68 
 
 finto. 
 
 $ cts. 
 
 00 L:i 
 
 00 44 
 ' Of !)4 
 
 00 ,/i 
 00 47 
 
 1 00 
 00 21 
 00 ,00 
 
 1 « 
 
 ? 
 
 iNo. of 
 Item. 
 
 28 
 2f) 
 
 :jo 
 
 31 
 32 
 33 
 34 
 3.-) 
 'M 
 
 37 
 
 38 
 3I> 
 40 
 41 
 42 
 43 
 44 
 
 45 
 4fi 
 47 
 48 
 49 
 50 
 
 51 
 
 52 
 53 
 
 .'54 
 05 
 
 Description. 
 
 MASON AND DuiCKLAYEit. — Continued. 
 
 Dofinitiuii. 
 
 Chateau Riclior oi 
 jdo for footings. 
 
 Limo stoiio for nil)t)lo 
 
 I'ointo aux Trembles. 
 Large sizo do 
 
 Coiiunon red bricks 
 
 I'icked do for fjciiigs.....,.'i'/,ili| 
 
 Engli.ih firo bricks 
 
 Rul)l)lo masonry in footings IJ1!!1!! 
 
 Riil.i)le innsonry in fountfatioTis und'hackiiip 
 lirick-work touimon gi'onted in liinn mortar 
 Bnck-work in arches and viinltin 
 
 brick rims grouted... 
 flo do 
 
 Pointing in mortar to brick-work 
 
 g in twolialf 
 
 '"(io 
 
 i'ugging of coarse mortar for floors 2" thick 
 
 l)toi*<o.if21Cft fr. 
 <lo do do 
 
 per 1000 
 
 do 
 
 do ; 
 
 p. toisoof72ft.fr. 
 
 ilo do do 
 per 1000 
 
 Rongli concrete 
 'F'ino do 
 
 Labour and mortar only to common brickwork 
 
 .'I" d" to rubbh) stone raasoni-y 
 l^ime mortar under slates 
 
 DRAINS, EXCLUSIVE OF DIGGING, MEA- 
 SURED IN THE WORK. 
 
 Bell's tiibing laid in water cement 4". 
 
 <lo do 6". 
 
 do do 9". 
 
 «|o do 12", 
 
 "O do 15". 
 
 do do 18"! 
 
 STONE CUTTER. 
 
 I)er yard sup 
 
 per 1000 
 
 per yard sup,... 
 
 d" do . . . 
 per cid)ic yard . 
 
 do do . 
 
 per 1000 
 
 per toise , 
 
 per square 
 
 per yard lineal 
 
 Native (Cap Rouge) .sandstone in blocks deli- 
 vered 
 
 Pointe aux Trembles limestone ' " do ' " do". 
 
 Deschambaidt do do 
 
 Montreal j^ jj„ ; 
 
 ^^f ,^10'^^'"? '^'^^'^^'■^'1 I'ough per running 
 
 Cop 
 
 Rouge. 
 
 bet 
 Pointe aux 
 Trembles. 
 
 do 
 do 
 do 
 do 
 do 
 
 do 
 do 
 do 
 do 
 do 
 
 per cubic ft . 
 do do. 
 do do. 
 do do. 
 
 I 
 
 cts 
 
 f 
 
 cts. 
 
 Dcscham- 
 bault. 
 
 ~$ ctsT 
 
 Montreal. 
 
 p ft. run as follows 
 
 Rate. 
 
 $ cts. 
 
 13 
 
 ir, 
 5 
 8 
 
 27 
 
 s 
 
 7 
 8 
 
 41 
 00 
 374 
 
 12J 
 50 
 12i 
 50 
 
 1 25 
 10 00 
 00 12i 
 00 10 
 3 12i 
 '1 374 
 3 44 
 3 75 
 
 00 GO 
 00 804 
 
 1 50 
 
 2 19 
 
 3 124 
 5 00 
 
 00 25 
 00 35 
 00 3(> 
 
 00 374 
 
64 
 
 SCHEDULE OF PRICE,'^. 
 SCHEDULE No. -.-Continued. 
 
 FOU LABOUn, CUTTING AND SEri [NO 
 ONLY. 
 
 .")8 
 
 m 
 
 (i',' 
 
 03 
 
 O o 
 
 19 
 
 Rock fnco , 
 
 Scalilod \\\ '0 OQ 
 
 JJoiijrh hush ham'd.lo "o 
 
 ^,""f , J" -. 31 
 
 A'"'^',!-,- (0 35 
 
 oiiuiiitercd ... \n ooi 
 
 ^""•^ |0 50 
 
 = a~ 
 
 -3 "5 
 
 $ <;t.«( I ctsll$ cts 
 I7i 17j 17i 
 1,0 19 () 19 
 21 \i) 2 'I 10 ','.1 
 
 07J|0 l;7i 
 31 31 
 29 p 29 
 3r{p 37] 
 4-1 lo <M 
 
 •'4 Sinking holes and , 
 
 27i 
 U 31 
 29 
 37J 
 44 
 
 ? piT ft. 
 
 (i5 
 
 for iron Ix.r.mf",.!:""'"^ grooves in cut sfono 
 
 SlIJ), 
 
 Stou 
 
 e cuttur. 
 
 60 
 fi7 
 68 
 K) 
 70 
 71 
 72 
 73 
 74 
 
 7a 
 
 PLASTERER. 
 
 Laths fmst sawpd 
 
 I'lustcr 
 
 Render on w,il]V, "oi'^'coat only 
 
 por ft. run 
 per day. . . 
 
 lliien coat work on walls.. 
 
 I^ath and t nee coat work on "JoVlin-s" ' " 
 
 aenaer and float on walls... 
 
 Plain run plaster moufdin" 
 i* l-'onnnon cement fl 
 
 77 
 7S 
 79 
 80 
 
 g and c(u'uico. 
 ' " d oil. . . . '^'^ '^^ ^^^^'^ with 
 
 Pi'i- 1000 
 
 i>i'r barrel.... 
 pi'ryard sup. 
 
 do do . 
 
 do 
 
 do 
 
 do 
 
 ft. 
 
 per 
 
 do 
 do 
 do 
 do 
 
 see 
 Portland cement fli 
 Lime whitin 
 Plasterer. . . . 
 Labourer... 
 
 lin- 
 
 oors . . 
 two coats. 
 
 per yard do . 
 
 do do 
 
 do 
 
 do 
 
 do 
 
 per day. 
 
 do . 
 
 do 
 do 
 do 
 
 $ cts. 
 
 00 If; 
 1 \iU 
 
 1 r,o 
 
 3 12,1 
 00 'l 
 00 19 
 00 2,') 
 00 24 
 00 1.5 
 00 11 
 
 00 31 
 
 00 44 
 
 00 94 
 00 87 i 
 00 G 
 1 2,-, 
 00 75 
 
llati 
 
 $ cU. 
 
 00 ]r, 
 
 1 87.i 
 
 1 r,o 
 
 3 lOi 
 
 00 74 
 00 If) 
 00 2.") 
 00 21 
 UO 15 
 00 11 
 
 00 31 
 
 00 44 
 
 00 04 
 00 87i 
 00 G 
 1 25 
 00 73 
 
 SCHEDULE OF PRICES. 
 SCHEDULE No. 2.—Conl!nueJ. 
 
 65 
 
 No. of 
 Item. 
 
 Description. 
 
 SI 
 82 
 8:j 
 
 St 
 
 87 
 88 
 
 89 
 
 Oi) 
 !II 
 !'2 
 
 ;m 
 
 f)7 
 9S 
 
 'J'J 
 
 100 
 101 
 1112 
 103 
 KM 
 11,5 
 
 Mnllinrnc slatos 
 Shiffi- 
 
 SLATER. 
 
 li witli <'(ij)iir nnils |K'r8i|iiiirc, 
 
 lIllV. 
 
 n. liiiiiioii 
 
 Labourer ,. ,lo do. 
 
 SMITH AND FOUNDER. 
 
 Ciist ii-nn trniiphs, pipis niiil jjillars S:c, 
 \Vi-(iu-lit ii-dii m tluiiriiif.', Iiiirs Of Jdi.'.ts.. 
 
 'io (1(1 in Htrii|>,-( iiml tir^x, \(; 
 
 <1" <lo ill .sfiiiiclh'oiis or siiddlp 1)111-8. . 
 
 ilo do ill rimlliou or vurticid b:ir8 to 
 
 outer window f,'iiiliii;;M 
 
 <1'> <lo in iron doors und I'ramcs and in 
 
 gratings over do 
 
 <lo ill Kcrcwod liolt?i,nut.>i, \c 
 
 ili> tlo in ;,':illprii.'.s to cells 
 
 <!o do in »tiiircnf(>N Io (M'lls i*;-(' 
 
 •'" _ <lo in resiTvoiis in jilicets revifed. 
 nidvnnizf'd Hoop iron for lioiind dulivcred.. 
 
 Smith 
 
 Luboiircr 
 
 [lor cwt. 
 do . 
 do . 
 do . 
 
 rtUMBER. 
 
 infi 
 
 107 
 
 11)8 
 
 l'<» 
 
 Milled lond. 
 C-ifit do . . , 
 
 Milled lead bdd complete in cliimniiy und step 
 tlatitinu's, Sec 
 
 W. C. Bjiparatns complete — best. 
 Wronplit iron i'' butli complete. . 
 Oa.st iron ^" do 
 
 Zinc do 
 
 Soil and waste pipe 
 
 Soil pipe joints 
 
 do . 
 
 do . 
 per lb 
 
 per csvt. 
 
 do . 
 
 do . 
 
 do . 
 
 per dav. . 
 
 ilo \. 
 
 do 
 
 do 
 oacli.. 
 
 do . 
 
 do . 
 
 do . 
 per lb 
 each.. 
 
 ,,/ '^ I'l" ■ 
 
 WURM.TS & ■VYaSte^• 
 
 Stop cncks ,.. 
 
 Bibb &, ball cocks 
 
 lOyi.Tubin- |() i2 
 
 i inch 
 
 ■] inch 
 
 $ cts 
 
 $ cts 
 
 : -.n.i 
 
 4) 
 
 1.) f)-1 
 
 1 12 
 
 I) 87 
 
 2 01. 
 
 1 87 
 
 2 19 
 
 12 
 
 2:-. 
 
 linchj.Jlinch 
 $ 
 1 
 1 
 
 cts 
 
 5(1 
 2.' 
 021 
 12 
 
 3J: 
 
 ct'^ 
 00 
 f!2 
 7.-. 
 
 ooj u 
 
 $ ct 
 1 
 
 .^8|() 
 
 5* 
 
 DO 
 
 50 
 
 ii-i 
 
 each. 
 
 Sea' 
 
 I in 
 
 mjiIU'abl? li*ja. 
 
 Rite 
 
 10 (10 
 
 1 (i::i 
 00 7.* 
 
 r,7\ 
 I) 
 (i2 <, 
 0(1 
 
 00 
 
 7i 
 
 00 
 
 11 
 
 (! 
 
 8,-1 
 
 11 
 
 ().;.5 
 
 23 
 
 in 
 
 O.'l 
 
 1 
 
 87 ^ 
 
 00 
 
 7.1 
 
 10 
 
 -,n 
 
 10 
 
 01) 
 
 12 
 
 .-() 
 
 18 
 
 75 
 
 2') 
 
 O'l 
 
 18 
 
 75 
 
 12 
 
 50 
 
 00 
 
 12} 
 
 1 
 
 25 
 
66 
 
 SCHEDULE OF PRrCE3. 
 SCIIEDL7.E Xo. ^.-Continued. 
 
 
 Description. 
 
 PLCMBKH.— Co/ii!/«;/f.c/, 
 
 il^ :.S.-I(]r>r... 
 ii'i I Labourer. 
 
 TIN SMIIII. 
 
 \V\ I'll 
 
 ill 
 
 in; 
 
 117 • 
 
 v:nii/.p(l iron.. n ' J' o 
 
 n;i', v.iicv nmi ri.v.riia;i;ing;i;.";i;;; ■■" 
 
 /liic on roll,- for .(..iks 
 
 ilo J-» 
 
 118 Ga]va„,W Iron honvoy .noM,.,!".;- can.. 
 
 Hn!TiS;;:h!!tr^'^--"''f-'-^3i;.ot : 
 
 ] 
 
 12) jL'lbouMT 
 
 J3I 
 
 !!.'( 
 J St; 
 \-:>< 
 
 v.y\ 
 
 VM 
 
 I'ti 
 in 
 
 CAHPEXTKB AND JOI.VKR, 
 
 ■foi-'Jing 3"' X ],S'' 
 
 '!^' .r-x i.v'.""."." 
 
 , 'if •3"' X [.■!(".'.".'.".■ 
 
 I do .'J" X I'^A" ' 
 
 jI'ole-I)lat(.(;'' X lV".V. '.'.".'".' 
 
 I \V,ill.p],itc. nnil hon(l'tinilVer'2J,'''.x'4-"' " 
 I KniT-h {)osfs in frnrrct 8" x 8" " * 
 
 .'ifnu.'ers 8" x I"" 
 
 <lo (r'xli".. 
 
 Riifiors 3'' X 12"..'''" 
 
 '•i" toii-rnrd jiiul groovoi 
 
 •'<> do 
 
 dpids for roofing... 
 
 '. roofin' 
 do 
 
 
 '1" «!( 
 
 Mnippjiig to ceilings.... 
 
 '''•tdoiiing doors 
 
 'l-i'' stud piirtilions... 
 |-3" spruce mil!,.,! lloorinV 
 |2 .•'pnico deals .... " 
 
 J*" sltids ■_" 
 
 Iiicli rough gurret lln'orinj 
 Mi oak Doors to cell 
 [ I'ies mid iron i lirs 
 ';.Vx2",no,i!d,a skirthr^s 
 
 galleries, cli.ip 
 
 !'^r.'"oVv'/'^ P'T"' U \^\rc\v"\ 
 
 niKl ^" X 2.]-' birch rai' 
 lii'Jjes &c. ;!J ft. broad. 
 
 coiljpliMo wit 
 
Hate. 
 
 $ CfR. 
 
 CO 37.i 
 
 00 n 
 
 00 If» 
 10 to 
 
 00 2.1 
 
 00 ;ji 
 
 1 00 
 
 1 «r.i 
 
 00 7j 
 
 I 00 .0 
 00 "i 
 00 (i 
 
 (0 r, 
 
 00 3 
 00 2 
 00 10 
 00 l'-'.^ 
 
 I 00 10 
 
 00 r. 
 
 •J 7-, 
 
 ■I .'ir.i 
 
 M 50 
 21 2.'> 
 
 1 2.> 
 
 1 00 
 
 2 ,S/^ 
 •'■) OjJ 
 
 2.') 00 
 ■S 7.-, 
 
 3 1 i 
 
 00 II 
 00 
 
 1» 
 
 SCHEDULE OF TRICES 
 SCHEDULE No. 2.— Continued. 
 
 67 
 
 No. of 
 [torn. 
 
 14.-) 
 
 ]'!(! 
 M7 
 US 
 14!) 
 1,^,0 
 I.jI 
 1.V2 
 
 I.-.;! 
 
 \'A 
 IfiO 
 
 ]r,7 
 
 l.'.S 
 
 ] r>\) 
 
 100 
 
 Description. 
 
 CARPENTER AND JOINER Continued. 
 
 V X 4.r 
 
 Cirt'iilny liojidod 2" pinp .«;islics in 
 
 piiio friiinp.s 
 
 Segment hoiulcd do 
 
 'Si|iiiirc headed do 
 
 liii r'.juiul) linings, soffits, Hcc. . 
 
 1 door.s moulded , 
 
 2" bend iind ilcsli doors.^si)iiiee... 
 
 i 
 
 2" piiiie 
 
 3" milled partitions —spruce.. 
 2^'oak W C. Heat,'*..... 
 
 Defiiiitio! 
 
 per ft. snp 
 do 
 
 do 
 
 do 
 do 
 do 
 do 
 
 o'o 
 
 101 
 
 102 
 Kl.'i 
 KM 
 10.') 
 ICC, 
 ](i7 
 KIS 
 109 
 170 
 171 
 172 
 173 
 17.| 
 J7.5 
 170 
 177 
 
 rs 
 
 2" piiio milled inside sills 
 
 j2.^" oak ])ane]Ied and moidde<l entrance doors. 
 2" angle beading to ojieiiings. 
 •! do do do r. . 
 
 Centreing for vault,"!, &c 
 
 Centres for arched windows.. 
 
 Carpiniti.'r 
 
 .loiuer.... 
 
 PAINTER AND GLAZIER. 
 
 ) coat work in plain colour.'*, lead and oil in. 
 
 eluding kmittiiig and .slopping 
 
 2 coat do do d()'". 
 
 Oiling onl\' to oak per coat 
 
 Oiling ami varnishing to worxl work.. ...,.." 
 
 Oiling twice and varnising to iron work 
 
 Staining imitation of IJlac^c Walnut [.,, 
 
 Any additional painting, per ( (lat 
 
 do oiling, do ' 
 
 do varnishing do 
 
 Glazing, best German sheet J"!" 
 
 do Chances ]() oz. do '.'..... 
 
 do do 20 oz. do !!!!!!! 
 
 do i" plate for sky-lights 
 
 do i" rough plate for do ,'.... 
 
 I'lii'iter '..,'.'... 
 
 Glazier _ 
 
 r.abourer '.'.','.'. 
 
 I''elt, tar ami gr:ivel roofiu}.', ' 
 
 (111 . 
 
 do .. 
 
 do .. 
 
 <lo do .. 
 
 ilo do .. 
 
 do do .. 
 
 ilo do .. 
 [ii'r ft. lin... 
 
 do do .., 
 [ler yard sup 
 
 each , 
 
 [)er dav 
 
 do 
 
 per yard suf 
 
 do do 
 
 do 
 
 do 
 
 do 
 
 do 
 
 do 
 
 do 
 
 do 
 per ft. 
 
 1 
 
 l)est. 
 
 do 
 do 
 do 
 (hi 
 do 
 do 
 do 
 sup . 
 
 do do . 
 
 do do . 
 
 do do , 
 
 do do . 
 per day 
 
 do .... 
 
 do .... 
 pel' S(]uai'o. 
 
 n,.'. 
 
 no 
 
 0(1 
 00 
 0) 
 00 
 00 
 0[) 
 (iO 
 00 
 
 i;u 
 
 00 
 0(1 
 00 
 
 1 
 1 
 1 
 
 44 
 
 I!) 
 101 
 
 >) 
 
 ;'i 
 
 n 
 
 :,u 
 it 
 
 21 
 
 U7i 
 
 r>c, 
 .a; 
 
 00 
 00 
 00 
 00 
 00 
 W) 
 0(1 
 00 
 f 
 00 
 
 00 
 
 00 
 
 (If) 
 0:) 
 00 
 10 
 Oil 
 
 l.vi 
 
 u 
 
 4 
 
 n 
 
 10 
 
 i.i 
 
 4 
 !) 
 
 n 
 
 V.) 
 44 
 ."'() 
 !/4 
 .04 
 75 
 r.) 
 
 teujinor 
 
 O 
 
 All works not uiuimcrated to be valued by tlin Superon 
 Architect at fair current rates, 
 
 Schedule of prices number Tn-o referred to in the Contract between 
 Thomas Jo^epli Murphy and Thomas Martin Quigley and Ucr Majesty 
 
08 
 
 SCHEDULE or PRICES. 
 
 Queen Victoria represented hv the Honorahin fl.n r • • 
 •'^■blic Work passed before Joseph liiZc at h ln"'""v""^ '' 
 ontheTi.irtv tirst d-iv nf T ^ "''*^*^''"'' ^"■'^ Colleague, Notaries, 
 
 «ixty one, and l„ed hi ^'^ T !^""'""^ ''^'' ^^""^-^^ - 
 ^otIrie.;"ii:^r^,^Jl^::-^^-'- and the u.dersi.nei 
 
 i^'S 
 
 ■ned) 
 
 Thos. M. Quiglet, 
 
 ThOS. J, ML-RPur, , 
 
 Joii.v. Lank, Junior, 
 
 ^flCHAEL QciGLKV, 
 
 John Flanagan, 
 
 John Rose, Commissioner, 
 
 T. TitCDEAu, Secretary, 
 
 J. B. C. Hebert, N. p. 
 
 J. Pjstitclerc. N.P. 
 
 i«r 
 
imissioner of 
 
 ?ue, Notaries, 
 
 ninJred and 
 
 uiidersiirnei 
 
 IISTDEX. 
 
 ler, 
 
 3ERT, N. P. 
 
 nc. N.P. 
 
 PACES 
 
 Cdntract ;j 
 
 Np('(;itlc!ition 14 
 
 I'luus, mimbei" of " 
 
 ge.vb:ral clausks. 
 
 Pli'.iis indicate works to bo por- 
 
 f'onned jg 
 
 \V;iiit of nfrrt'omcnt between 
 I'luiis and iSix^cificatioii " 
 
 I\I()d<! (if ineasuriii£T c< 
 
 Extra works,mode of estimating. " 
 ( >nii8.sion of neccssai y clitails. . " 
 iSpecincation divided into trade 
 
 b'eetions 17 
 
 Sii()-contract, in case of " 
 
 Had materials &c " 
 
 Extra works or works not exe- 
 cuted " 
 
 Works to be under care of Con- 
 tractor " 
 
 Maierials. '• 
 
 iScaftblding, tools, &c 18 
 
 Works, protection of " 
 
 Enclosure fence " 
 
 AVorks dono by other Contrac- 
 tor? " 
 
 Unildiiig to bo insured " 
 
 Time of commencing works.. . . " 
 
 Sureties ];) 
 
 Monthly payments " 
 
 ('ontri.ctcu- to repair all damage. " 
 
 Ofiicp {av Ardiitect " 
 
 Conditions subject to approval. " 
 
 EXCAVATOR. 
 
 Excavate to solid rork 1!) 
 
 Henioval of material,...., 'JO 
 
 (■rood stone to be put aside " 
 
 Filling in. •< 
 
 Tiujc of filling in " 
 
 Drainage, temporary " 
 
 PACKS. 
 
 Reserve Ptone and brick refuse 
 
 Scaffolding, removal of 
 
 Drains, additiorjal 21 
 
 Drains, dejitli of '• 
 
 eveliing for " 
 
 Drainage, 1 
 
 21 
 
 MASOX, 
 
 Scnflblding ............... 
 
 La3iiig out works. 
 
 Co-operation of trades 
 
 Mortar 
 
 Lime 
 
 Sand '." '''\ 
 
 Mado of building 
 
 Masonry, quality of 
 
 Rul)ble stiiiie masonry replaced 
 by brick- work 
 
 Packing 
 
 Footings 
 
 Footing courses 
 
 Foundations 
 
 Grouting 
 
 .Joints , ... 
 
 Holes for drainage , 
 
 Tubing, building in around 
 
 Veiitilaliou pipes, do do 
 
 Bond of walls, levelling of cour- 
 ses and ..... 
 
 BRICKLAYER. 
 
 Bricks o;j 
 
 Brick, method of laying ^.} 
 
 Walls grouted J .i 
 
 Levtd brick-work " 
 
 .Joints 11 
 
 Brick arches " 
 
 Brick vaulting \\ •-. 
 
 I'ii'ii k for vaulting .1 
 
 .Joints in do * u 
 
 Snaked bricks <i 
 
 lirick walls, thickness of ...'..', 0,5 
 
 .Jaaibs to be pUiiub " 
 
10 
 
 I^'DEX. 
 
 Archpfi midrr "tens, 
 yciitilatiiig II, .OS....' 
 rolliirs I'm- ojiriiiriirs 
 llorizoiititl Cdiidui't.s 
 
 Collar jimciinii 
 
 Vcntil!iiiii;,r ,,, 
 
 Conical tiles 
 
 Packs. 
 
 CI 
 
 )iii]iiiLs 
 
 IncliDiitioii of jiipe 
 
 01 
 
 inmoy II 
 
 Slove-pipo holes. 
 
 Wiill-pliitcs 
 
 J 'lit log holes 
 
 J'irick ivfiiso 
 
 Doui-P, build : 
 
 VoiitilntioH ofW. C..,*." 
 Uruiiiiigo of JiiisemeiVt! 
 
 D.J not indicated on pi 
 
 Boll's luhin^ 
 Conic tiles."... 
 
 plans. 
 
 Ellx, 
 
 \vs and bei ,!:s. 
 
 Drains from cave gutters. 
 Monos to drain pines. ... 
 
 Drains, dejjthof..! .'.'."" 
 
 iStench traps ' 
 
 Fire grates '.'...[ 
 
 Ventilating chimney. .'." 
 
 Kitchen and lauu.lry ai.p'JraVuV. 
 
 luhinj,' lor pure air 
 
 Conduits for surface water 
 
 Fuel gulKes 
 
 STONK CUTT£n. 
 
 Stone fror.j what quarry 
 
 Basement courses, height "of""' 
 Wings and central building do"* 
 fcloiie 111 wings, dressing of 
 
 ilo center, do do".!'."" 
 Bush hanimerod stone for central 
 Building 
 
 Stone for watch tower 
 
 ,«.','" ''" ^[•^•'V'';i^''^S' J'''^Vs[ng"o"f 
 IS' Stone, bed of " 
 
 J loaders 
 
 Vr and 12" Stono,'bcd"of."."."' "* 
 
 Holes for gratin;,'s 
 
 Crooves for Chain bond 
 
 Holes for Craii; 
 
 jiuios lor uraiiijis 
 
 Cut stone, mode of lying" ]]"" 
 C(u-iiicos, dimensions of^. .'.'"' ' 
 «toue hooks, mod.! of cuVtin" 
 
 Landings 
 Breast walls 
 
 iStoops 
 
 Brick arches uiid 
 
 er 
 
 eteps 
 
 2!) 
 
 30 
 
 31 
 
 iininoy stack.'? 
 
 I'lts cemented and dowJlie'd! 
 
 ■ 32 
 
 Chamforod aii<rl, 
 
 ■atones, di 
 
 'Sills for cell 
 
 elisions (jf. 
 
 uoors 
 
 -J' I ./aiiibs do d,, 
 llolos for locks &, 
 
 Hearthstone 
 
 Mov. 
 Sills f 
 Holes f. 
 Fuel gull 
 
 pipe rings 
 
 "i-euf-fi re doors".".". 
 
 pure air. 
 
 les. 
 
 33 
 
 PI-ASTEUKr 
 
 I'laster 
 
 ing on walls 3;^ 
 
 >meiit door 
 
 f'eilings 
 
 partitions.. 
 s 
 
 Haunches and spandrils.. 
 Basement f!,:or. Concrete fo'rV " 
 ■>i:.;ie tor concrete 
 
 Broken stem;; "pVeparVtiunfcT": 
 
 'carrot flooring 
 
 Cement inside siU,"'.".".'."."" " " 
 
 I'laster cornices.. ' 
 
 Lime whiting .".'.\" ' ' 
 
 Seal around doors" '.[[[ 
 
 I'lpes for outer air. 
 
 Ilejiair plastering . . " 
 
 Mortur under slatiii". 
 
 SLATER. 
 
 Melbourne .tilate 
 
 Laying slates ......[ 
 
 Quality 
 
 Slabs 
 
 SMITH AXD FOL-.VDPU. 
 
 Tie-heads 
 
 ''^oot doors •• • •• 
 
 Oven furnace door*:!* " 
 
 )oiling oi! to iron work 
 Wr.iught iron, (piuliiy 
 Roof ties ••_ 
 
 Ties ill vaulting. ' 
 
 Half ties ....?.;:;:: 
 
 Ties for central wiiig." 
 
 Chain bond 
 
 Cramps and dowels.'.', 
 
 f. 
 
 31 
 31 
 
 35 
 
 30 
 
INI>EX. 
 
 71 
 
 
 rAGE5 
 
 ;i2 
 
 elJed.. •« 
 
 
 it 
 
 
 
 t( 
 
 
 it 
 
 
 it 
 
 
 it 
 
 
 it 
 
 
 it 
 
 
 n 
 
 33 
 
 33 
 
 
 n 
 
 
 n 
 
 - « - • 
 
 ti 
 
 Jr. .- 
 
 it 
 
 
 it 
 
 COll- 
 
 
 • • • . 
 
 31 
 
 cr . 
 
 34 
 
 r.vfiKs 
 
 Crnnip?, mndes of sonling 3(j 
 
 Ci-11 gulk';-if.s " 
 
 Do do stairs to 37 
 
 Cliiipol gallory " 
 
 Tuwcr Hour bearors " 
 
 Cliai){>l, stnirs to " 
 
 Vlnitr for viMitilatiiiy room " 
 
 C'hiiiiiicy biirs " 
 
 lioiliiig oil to iron work '' 
 
 (iriitiiiff oi'cr coll donra " 
 
 Cirati a doors to corridors 38 
 
 Cm-lire door " 
 
 rrisoii door " 
 
 1 looks for iron doors " 
 
 Fin; i/rafos " 
 
 I)roii;.'lit gnito " 
 
 Cooking iiiid wnsliing Mjip:ii-iitu3. " 
 Ends of bars seakd in lend.... " 
 
 Arrow points " 
 
 Hi.iling oil to iron work..... 31) 
 
 Iron reservoir to W. G " 
 
 Do do Infirmaries " 
 
 Da do Central l)uildiiio.. " 
 
 Do do Jailors residence. " 
 
 Holes and collars reservoirs.... " 
 
 \\ louglit iron trouglis " 
 
 Waste pipes , " 
 
 AVastes for bath sinks " 
 
 Cast iron sinks '< 
 
 Boiling oil to iron pipes 40 
 
 Cut-lire wickets " 
 
 Fnei gullies " 
 
 Do do mode of securing.. " 
 
 GnUy grating " 
 
 Cast or wi-ouglu batlis " 
 
 V\ longljt beams for cross vaults. " 
 
 Siil tongues " 
 
 PLUMBER. 
 
 ritindier to lay cast and wrought 
 
 work ., 41 
 
 Ciratings and stoppers for sinks. " 
 
 Tnlirmary, W. C " 
 
 \V ater service to reservoirs.... " 
 
 Ii'on or lead service toliaths.. " 
 
 Waste pipes, inclination of " 
 
 .Toists, cutting and boring of. ... 41 
 
 Wash basins " 
 
 I'rinals " 
 
 Staunch traps ,.,,,,.„ " 
 
 GAS FITTER. 
 
 ripc3 42 
 
 4-i 
 
 .Main and sprvlce Pipes. .,„ 
 
 Distance between branches " 
 
 Ner\ iee pipe fourlh floor " 
 
 I'llX'S under tlo(n-ing 4:j 
 
 l'il)es, mode of securing " 
 
 ^Vronght lion pipe " 
 
 Block tin pipe " 
 
 ISattons over gas pipes " 
 
 do, mode of attaching,'.. 
 
 4^ 
 4 5 
 
 Tl.V S.MITH. 
 
 Roof flats in zinc 
 
 Cialvanized iron flashing 
 
 Ifoof l(j make water tight " 
 
 i''lashings to chimney " 
 
 Skylight •* 
 
 Flashings <• 
 
 L'ad to cover watch tower " 
 
 Eaves gutters " 
 
 Down pipe it 
 
 Iron cla.-ips <« 
 
 N'entilating of closets " 
 
 Air-tubing " 
 
 Heating stoves 45. 
 
 System of lieating " 
 
 iNumber <>*" stoves required " 
 
 8i/,e of ling 1. ......... " 
 
 Anthrt. .c coal " 
 
 Hegisteis 11 
 
 Adjusting rods to ventilator.s " 
 
 Kegislei's to be securely fixed. . . " 
 
 Registers required " 
 
 .Stoppers 
 
 4^ 
 
 BELL HANGER. 
 
 Entraiieo door 4(j 
 
 D rector room " 
 
 Nurse:- rooms •< 
 
 Corridors " 
 
 Central .ving u 
 
 Alarm bells <i 
 
 Xnniliers and names " 
 
 Other bells required " 
 
 CARPENTER A.ND JOINER. 
 
 Scantling, red or white pine. ... 4(7 
 
 Scantling, si.ie of 4;- 
 
 .loist, length of <i 
 
 Wall-plales " 
 
 I'ole-plates 11 
 
 Stringers and Posts «• 
 
72 
 
 INDEX. 
 
 PAT. 
 
 Roof jiiisfR nnd rafters 47 
 
 8li:iciii^- uf joints " 
 
 rix ail iron tii-s " 
 
 IJooliiii,' " 
 
 I'mriiii,' nfcoiliiig " 
 
 iSiiid [jarlitioiis " 
 
 Tlcrring hoiic liridgiiii.' " 
 
 il)>-ifi'iiiiig tloors 4? 
 
 (i I! rot floors " 
 
 t>';iruco tlixjtiii;:.. " 
 
 (_>'ak fl.)oi-« ".. " 
 
 do Slip.s " 
 
 Skirting , " 
 
 ^V'Il>!l(>n stairs , , ., '■ 
 
 Baiuslers and haiid-i't- ' '' 
 
 yi)rnco deal for piulit'Oii'; " 
 
 Oak closi't ?x\\ti 1.0 
 
 .loiiiery for b-iflis " 
 
 Joinery for clo.'^ct.^; " 
 
 Do Scats... " 
 
 Box in all tuhing , „... '■ 
 
 .hjinory, d.'tidls of " 
 
 Iiooiii dooi.i 2" pine " 
 
 Cupboards.. ., " 
 
 Cio.sct door.s " 
 
 Main entrancodnor 50 
 
 Iiinin" Hall door " 
 
 Outer doors " 
 
 Saslies «' 
 
 T-Vitket.s! " 
 
 Sa'hes to openiiig.s " 
 
 Windows, Central wing " 
 
 Do .Jailors residence " 
 
 Iii.'ido sills " 
 
 S!islip.s in general " 
 
 Hoof scuttles 51 
 
 tjky -lights, small " 
 
 Do, largo «' 
 
 Centres for openings " 
 
 Centreing for vaidls " 
 
 Do corridors " 
 
 Centres, time of striking " 
 
 Borrowed lights . , " 
 
 Diiors " 
 
 Fastenings, door " 
 
 Chimney mantles 52 
 
 Sill tongnes " 
 
 Chapel choir railing " 
 
 Do Altar not included " 
 
 iSeat.^ iu tli:ipel .....,,,. . " 
 
 PAO:i 
 GT.AZIF.IT. 
 
 ^M.dlPS ,, 52 
 
 I .<i<le sasli-'s " 
 
 Siiicthwich 01 Chances may be 
 
 used , " 
 
 Skydights sma:! . " 
 
 ."^ky -lights large '■ 
 
 Clazim.', mode of 5:j 
 
 Uepaira <• 
 
 P.Vl.NTEn. 
 
 fntericn- iron wcu'k 53 
 
 E.vteri.ir do do , '■ 
 
 Oak floors " 
 
 Oik work " 
 
 .loiiung work, exterior " 
 
 do do, interior......... " 
 
 "^ashes, Exterior of " 
 
 Chimney mantles " 
 
 Stair-rails " 
 
 Knotting stoj)ping " 
 
 Wrought and cast iron work... " 
 
 SCHKDULE OF riUCES No 1. 5.J 
 
 Excavator " 
 
 .Mason and Bricklayer " 
 
 Stone-cutter '. 5fJ 
 
 i'iiisterer 5/' 
 
 Slater " 
 
 Smith and Founder 5S 
 
 I'lundier " 
 
 Tin Smith , " 
 
 Carpenter iuid .Joiner 51) 
 
 I'uiuter and (jla/ier GO 
 
 SCHKDir.E OF PRICE Xo 2. G2 
 
 Excavator " 
 
 .Mason ami Bricklayer <' 
 
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