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HomeMy WebLinkAbout1951.01. - 1951 - Renovations, Wall & GarageCU~iBERLA?I~ COUNTY CUI~fI3 ~ ~LAIvTU C OLD; `I`Y I'RI ~ OII ~rrALL C OIt~ZI aSI OIdL? ~S Mr. A. 'Jayne SY~ith T~Tr. Charles F. Buck RIr. J. Elmer Keiser Two plans for contemplated work on the Cumberland County Prison have been prepared and cost anal;;ses for the work as shov~rn on the plans have been prepared and are included in this report. The present stone wall around the prison yard is in a very bad condition and is dangerous in a nur.~ber of places. Portions have already fallen into the prison yard and at other points the wall is showing sagging and disintigration of the mortar with a good probability that other portions will fall soon. '~:.'he wall has sagged in sections between the corners and _~er;; especially at the present wood doors leading; from the street to the prison yard I do not lrnovr of arty practical way of straightening, the wall except to tear it dovrn and T°ebuild it which measure of correction would be exceed:~i.gly costly. Therefore the next expedient is to rebuild the portions of the vrall that have fallen; reinforce the wall in its present position; condition and repair defective areas and repoint. the joints to r~al:e the structure reasonably weatherproof . The present stone wall is approximately twenty feet in height three feet in width at the base and eighteen inches at the top coped with granite coping stones. ~JJliere the breeches occur the construction indicates two faces built of stone with morta~~ joints with the interior cavity filled with loose stone. r~here r~;construction is necessary it will be necessary to reriove enourn of the remaining; stone worl~ to find a glace where the existing wall is suitable for starting the new work. The plans and specifications for reinforcing,repairing and repointing of the present stone walls indicate the fallen portions of the wall to be rebuilt, defective mortar raked .from the joints as deep as practical conditions tivill perr~lit and refilling the joints with new cement mortar and all of the 'oints on the faces of the walls repointed. The joints between t'~,~e coping; .~t~~,es s'~~.ali be ,scaled ~a_t~.~. patente-d, jo' nt seals. The present walls are to be reinforceu with reinforced concrete abutments spaced at intervals not to exceed twelve feet along the court side of the walls. These abutments to be keyed into the existing; wall by removing stones for key joints. The present wood doors and frarle shall be removed and the mall around the opening reinforced tivitl? concrete and new steel doors and frame installed. Drawings and specifications for an alternate solution indicate the removal of the existing stone walls around tree large prison yard and replacing the stone enclosure with steel chainlink fence. The fence and gates around prison yards would be twelve feet in height with three strands of barbed wire on the top. ^1 he fence around the part of the yard between the rear of tYie building and the avenue in the rear would be G feet in height without barbed wire. The entire area that is presently the prison court shall be paved with bituminous surfaced paving,Approxiriately 9500 dquare feet will be used as a parking lot.It is around this parkin.; lot that the G foot fence is to be erected. This plan also includes a two car stone garage with concrete floor,built-up roof and wood over head type doors. The stone for this structure to be secured frar~1 the present stone wall. The stone taken from the existing wall and not used in the proposed work is to be transported to the Claremont T~arrls and deposited as specified or directed. Other items of proposed worl~ shown on the plans and specified include clew entrances doors and structure at TJorth end of prison buildinb, new steel doors and frame in prison yard wall at the '~'dest side of the prison buildin€, repair exi s tin`s stone walls and ins tt~ 11 new concrete walks and curbs . The cost anal~rsis is not intended to represent bid prices. Unit prices were obtained from reliable sources and an effort was :Zr.~:ie to arrive at a fair cost of the work. John K. 13ixler Tie€istered t~rchitect. M ~~ .~~ 1. OFFICE OP T}Z'ts COAIiT~ffSjIOIuFFtS NOVTPJIBEF, 1951 C OTTIdTY FRI S Oi: '~ ~ 1~LL FOR R~PAIRIISG EKISTING '~JALL AP OtT?1ll PRISON Yr'~~D Trial ~stir.ate Wall Areas Nast Side - 140 L.F. Bid Item I TT rth aide - 114 L.F. Vl~st Side - 154 L.~'. Total 40£3 liei~ht - 20 Total One Side- 9~S.I~'. Total Two Sides-1f3,3?0 S.P, ~?ointin~ 1£3,320 S.F. C~ .40~/::;.h. -----------------------; 7,328.00 Abutments 18 X250.00 each --------------------- 4,500.00 Entrance 2 C~~25'J. -.„500.00) Barrel Arch an~... ,,,~,t:~. - 150.00)------------------- 1,300.00 Doors and Frar__:e - X50.00 ) Rebus ldin~ $00 x 2.37 - 1395) _ ~-3,s~ 00 t~ .1+'. --------- 2 842.00 Fallen Parts 400 x 2.07- 947 `~ ~`~ 5rl~s 70. 0 idot6 - `T'hese computations are for the portio:~ o-~' t'_f~e e;;icti~.~~ -hall affected by tiie rerzoval option. M • CUT.~ERLAND COUT3TY C~.'~'I:;~; Ul--~' T~iF COT~G;.ISSIOTr~ ~S NOVEP+IBER 1951 COUTZ`I'Y PFISOIT ~.~~~L:~S r^O~~t RL~~ZOVING L'XISTITIG STONL '~dALL AT-;OUTvT~ ~RISOTd YARD ~~ ~'~all Volume - mellowing 2 feet at wall below ~r°esent grade Total length of wall - 408 L.F. Total height to reY~ove - 22 ft. Total Sq.rt. -B ~i7 S.F. Aug. thickness - 1.8 3.25 `~• 5 - 2.37 Ft. 2 ~l'otal Volume - 21,277. c.f. Total Volume - 788 L.Y. Der1o li ti on And Transporting 788 cy. <~ v . UO - - - - - - - - - - y,~4, 728.00 To Bac.'rLfi 11 408 _ _ _ Trench -~' x 2 3 - 89 Cy. <= 5.00 - 445.00 ti:;J~. V V To Tiela~ :end of ~~:Jalls ~'dtiere 4 ~ long x 20 ~ h. x 2. FYI ~ 21~: ~ x;1.50- 321.00 :lalls are Taken ti 5, 434.00 Away. M ~~ CUI~BEHLANli COi?i~1TY OFI:'ICE OF THE COT:IIti:ISSi0I1L+'F~~S T30V~?13i~TZ, 1951 C OU'~; ~TY i~Ri ~.:i OTJ 'vJALLS GIIAI', LI2~f FENCE Clil~Ild LIIvzY -Fence 0 t lii~;h n o FET~TCE barbed ~rire - -- - - - -190 L/1' _~ 2.~~ - `;~f1.50 2 Gates 6tlL.jh ~. 6~ tiYi ~.e 12 L.F.<u;10.00 - 120. U0 2 Gs.te Posts ::18.50 - 37.00 2 Corner ~ osis F~~w--. £30 - 49.00 ;r '740.10 Fence 12 itL`Ii 3 strand s barbed 1rire - - - - 27 5 ~.'. ~~5.00 -1375.00 2 Gate :.'osts - - - - ~~?5.OU -- 50.00 4 End Posts - - - - `,, x.5.0.: - 100.00 3 Corner Posts - - - .>3~'.00 - 10ti.00 2 Gates 3,5 x 7 - - - 7~L.F<~11.00 - 77.00 2 Gates 6~x1~: - - - l~ L.F.~15.00 - 15G.00 Rails Fc barbed wire 24 ~ 2.50 - 00.00 X1920.00 ~26GB.10 CURB 465 L. F. 02.00 (y~930.00 ) Total Chain Lirk Fence ;2,068.10 `T'otal i~ez,~2ovin~ ~"gall 5,4:)4.00 Total Option Nol. k~8,162.10 If Safety Curb is l~c:q~~ired 930.00 ;;9,092.10 M ~:7T7M~3LHLL~Nll COUNTY • 0_ ~~L OP T1i~:: COI':i,'ISUIOTEIiS NOVLI~II3~, 1951 C OLI~TTY 1'RI S Oi~ i't~Vl iL G 511~~:.~ r"~Li1i.~ i't',FICI=TG '.'oa'th '78' x 11~:' - ~s:_390 S. 8~39U Last 63i x 29.~j - :x`359 ~.P.-~19-1240 V~Jest 77 ~ x 30 ~ - :x'310 2310 12,44: S.F. 1385 u.1. ~' 3.6~ a. a . - • WAt.KS i3L:~P0'.. ..~. ~:j~S~ HI GIx ~; ~' . 144 t c u.ii~ ~' 1:. ~~ . I3edforu St. 254 x 13.07 Him. 2t. 144 x 15.33 Front i+:n~. 20 .x 10.~OJ Total 'T O t&1 X5,055.25 3.00 - - ~;'l9G - Y 79E~.00 3472 190 NO,i o`- ,.~,~- Uc:J, a .:,.~ . ;~ c: . ~ . :~ ~.~ . a . ~j . . i. ~sv . 50 - 2 180.00 • • CUMBIJRLAIIll C OUITTY 0~+'}±'ICE OF THE COL'Yi'~iISSIOIdI~tS IdOVl;I.°BER 1951 C UUIdTY PRI S OI1 Rli;1'AI RS TFI1~.L ESTiIA^l l:; -L r,~- - -------I3ID-- ~~_Cll i`_'.,1i T (Rep&ir galls ) y 17,770.00 ~;;;20,435.00 13ID ITEM II(Ret~ove ;~~all ) 51494.00 6,518.10 BID ITEP.i III (Chain Link hence) f3,1CN.10 9,38.40 BID I T~IVi I V (Paving) 5, 055.25 5,£313.53 BID ITS V (Entrance to i'rison c°. 1,Ou`1.50 1,2::'1.60 :iew ;feel ;;oors ) BID ITkIvi VI (t;oncre to GJalls «. Curbs) ::, 976. UO 2, 97C .00 BID ITEP~i VII (Repairing; 'afalls a1on~ 1,~30~.00 2,OT10.00 Shall Yards) I3ID ITLM VIII (Garage) 2,25U.UO 2,5£37.50 BID IT~~T? IX (Repairing ~tnd Paint~_n~ Bui ldin~ '~`Jalls ) ~, ~J~.~iS~iI~~I V 1~~TlOPVJ liz cx urav aLn+ at~v s ~rs . , ~~'UIt C:T7P~is:~:li~iPaD UCI7DITY CUi~II~I~.i~~IiiiaL+'r~_S CUUrt'r HUU~I, CUi:IP>!TS~i i~~LicS I it . a . '~; a~rnQ Sr1i tri t.1x°. Uliai~les 1', duck °. J. Ulmer iiewser i• Join ~~. ~iixler Registered ~lz•clLitect moiling Springs, ~'F.. I1I~Ex sEcTlorr TITLE 'TITLE SIIE~~i''S FOF{ICI OF ADVh'R~l'ISEh7ENT INSTRUCTIONS TO BIDDERS GENERAL COIIDTTIUr1S S P:C IAL CONDITIONS l;Or, iSiFtU CTIO r i Si'ECIFIUI:iIONS -t T ` T p a l O~~i~ IYIAS orIRY II REMOVAL OF STOIJE ~JALL IIT CHAIIT LINI{ FEIJCE+' TV BITUIIIIIOUS Si7RFACED 1'AVIT:,~;rIT V C OIdC RL,TE VI GAr~i~GE VII ET1'1'RAIdCL Ai P?OItTII END OF PRTSIDII I3I7TLD?"NG ArdD DOORS AT r1EST END Or' PRISOIJ dJAL~ I~LSO NL''JJ LN'I'RA,JC DOOMS TO PRTSON YAIID VIII PAIN^1ING IX IiEATI IdG X ELECTRICAL • r~ l1DVI:`1'1~1~ ; i The Cumberland County Commissioners will receive sealed bids at the Corsmissioners' Office in the Cool°t House, Carlisle, Pa. for improvements at the Cumberland Co~znty ?rison, Carlisle, ?a. untiltG~;00 P.I.?., E.'~3(~i. ,- `°? : 195 Plans may be secured at the office Of JOhn ~. ~? ;~ , ', }~C',i? i F:Ci;, ':30~ ~ ]_ '~'' ~ ~~:;;1~:€.i. Ito deposi,;. 1111 trades included in General Construction. Pio bid znay be withdrawn for 15 days after above date. The owners reserve the right to ~a«yve un~; irii'orr,- alities in or reject any or all bida. n U ItdSlt~i7CTT0~1S TO 3IDL't~iS 1. 2roposals to 'oe entitled to consideration must be made in accordance with the follovring instructions: 2. Proposals shall be made upon the form provided therefore and all blank spaces of the form shall be fully filled; numbers shall be stated both in writing and in figures; the signature shall be in longhand and the completed form shall be vrithout interlineation, alteration, or erasure. 3. Proposals sYiall not contain any recapitulation of the work to be done. Ido oral, telegraphic, or telephonic eomr:~uni- cation or r!modifications will be cons; der<:d. ~. Proposals shall be addressed to Cumberland County Co~rnissioners, and shall be mailed or delivered to their Office, Court ;louse, Carlisle, Pa. enclosed in an opaque sealed envelope marked "Bid for General Contract bJork", and the ~~a:lc of the Bidder not later than 3:00 i'. P,I. ~. S . T. r~~er , 1951. 5. Should a Bidder find discrepancies in or omissions i'rom the drawings or documents or should be in doubt as to ~,~ieir meaning, he should at once notify the Architect ~vho :rill send a written instruction to all ~3idders. The Owners ._ or the Arc, .'~ ~: ,~, - :- ~ __~ :,o ~~ ~ __ _~: >__ ,_z; .'o: «.- ~r: ___ instruct; o_~~:. ~;. `one Contractor may not withdraw his bid for a period of fig tc~r (15) days after the date set for the opening thereo, 7. 'bids for the various contract vrork must be based upon the Drawings, Specifications, and Instructio?as to 'idc'._ers pre- pay. ed by John IL. t3ixler, Registered Architect t. 3. _~efore submitting a proposal, 3idders shall carefu113~ examine i;.ie Drawin~~s and Specifications, visit the site of the work, aa,c~ shall include on the "Y'roposal" a suns to cover the cost of all ;terns included in tl-re contract. 9. In case any direct or indirect damage or injury is done to public or private property of any kind, or to materials, or fixtures, by or because of the work in consequence of any act or or7ission on the part of the Contractor, his employees or agents, the Contractor at riffs own expense, except i~hen hereirl~ after specified otherwise, shall restore such structures, property-, materials, etc, to a condition equal or similar to that e:~i.sting ':->efore such damage or injury was done, by repairing, rebuilding, or otherwise as may be required by the Owner, or shall n~ilce good such damage or injury in a satisfactory manner. 10, ldot later than the 15th day of each month, the Owner :;i11 make partial payment to the Contractor on the basis of a duly certified approved estimate of the work performed during the preceding calendar month by the Contractor, but the Ovrner will retain 10 o percent of the amount of each estirziate until the final completion and acceptance of all work covered by this contract. Ap~)lication for payr7ent rsust be made in duplicate to the Architect for certification not later than the 10th of the month in which pa~rr7ent is to be made. 11. Fdhenever in the opinion of the Owners and Architect, the Contractor shall have cor_ipleted the work included in t°-ie contract in an acceptable manner in accordance with the ter:.is thereof', the Owners and I~rchitect shall make a final inspection of the entire worl., and when satisfied that the ~~ontractor shall have completely performed the contract on his part, the~T shall make a final estimate as to the entire ar:io~znt of each class of work perfoi°r.~ed and as to the values thereof, tivith s??ch increases or deductions as may have been made in accordance with the farms of the contract and such deductions on account of darla~;es as may be due the Owners under this contract, or of such additions as may be due the Contractor, and shall r_otify the Contractor of the acceptance of the wort.. 12. 'I:~e acceptance by the Contractor of the ~Pirral pa.~jment . _a~ da as aforesaid, shall operate as and be a release to the ~)~aloi's frors all claims and liabilities to the Contractor for anything done or f~?rnislzed for, or relatinE; to the worl~, or any act or nerr.~.~ct o' t,~~e Ovari~;hs or aria- )erso~~ rclatint~ to or affect- in~~ the worl~. 13. The Cu:~nberland County Cor~~issioners will furnish and provide water and electrical current at their eypense for all constr~zction in^.luded in the contract, in its t~resent state and source. The Contractor and Sub-Cor:',~~ ~.~ctors shall furnish, provide and install any extensions et^., ~~~cessary or desired at his or their own ezl~ense. Contractor ;:< <.li rerled;;r and correct at his o~rn ex~)ense any damage done to preseni~ utilities through use during construction. 1~. `_~}ie various materials and products mentioned in those speci~,l..,«i:i ons are given to establish a standard of qualit~T and cost, anti it is not the intent to knit to tr~~it one prodllet, but rather to set up sarze as the st~__~:; .'c: ac~_..._ °ecI o: .- _..;ehi.:~.~;le, and establishing a basis for qualit~r. 15. ti~here proprietary names are used, whether or not follo~:- ed by the words "or approved equal" they shall be subject to ecY~~als as a~)proved and only as approved by the hrclzi.tect. . J 1C. The corirpetency and responsibility of bidders and of ,.. I' ~)rOf)OseCt Stli.)-COL7t7'F:iCtO)'S will be CO?1Sidered :!_], ,"'.~1,L711{' t'1G a'4'J mil'.' Ci ~ =_"I, 'file Owners do not obligate theLnselves to accept the _l_c;,.,~c;~ ~ or any bid. 1B. I•do claims on €~cco~,~t o" ~ist;<:eU or o°.tis:~ioZ:~ ~ i:~~e bids will be considered. 19. The successful bidder shall be required to furnish and pay for a performance Bond ir_ the ar_zount of One Hundred (100;0) percent of the amount of the contract price, and labor and naterialrnen's i3ond in a like arlount, Act i'.L. 155, 1917 as amended. sureties shall be satisfactory to the Owners. 20. Each proposal shall be accor~lpanied by a certified or bank cashier's check in an a~.~ount of not less than 5~ of the base bid, tirliich check shall be parable to the Cutiberland County Commissioners as pa`,ree or obligee, and shall be forfeited as liquidated damages of t11e bidder fails to execute the contract in confornit;~~ with the form of agreement incorporated in the contract documents and furnish bonds as specified within ten { 10) days after notification of the award of the contract to lz? __;. 21. Such checks will be retizrnecl to all except the three lowest ~:idders pror~ptiy after the award, and the rerlainin~; checks will be returned tivhen the executed Contracts are delivered to the successful bidder. _~:ie Contractor shall guarantee the work and shall .:.~~.;~, :;~. ~llout cost to the Owners, any defects which zlay ~:_:;velop therein during; a period of one (1) year froze the c~~te of completion and acceptance, as provided in the contract, prDVided such defects, in the jud.~;znent of the obligee, are caused by defective or inferior materials or ~vorkra.anship. 22. Preparation of ;~.ds - the vrork s]1~11 be bid in ei~hi parts designat~c I~-em 1 ~u~;li 9. Item I - Por the construction of reinforced concrete abutments to reinforce the exi sting stone wall around the prison yard. ~~or repairing and repointin~ the existing, stone wall around the prison yards . (`l~k~iis included all yard walls beginning at the east tower of the prison building and extending alone; the east property line the north property line and along the west property line to the west tower on the building. Also the cross wall to the building along the west side. x~or furnishing and installing; the new steel frame and entrance doors at the location of ~~ie L~re~~c,,.t wood doors which are to be rerzove~. i '+O Se~AT'Ate pu;~ covered under t. connection with in the lump sum pert orr.Ied under 1Qnt Will be I11adQ for the WOI its item and all costs in this item s:ir~ll be included bid for tho entire; iaorl~ to t this contract. ITLFu II - t~'or relnovinE, tt~o Qxistin~ stone wall around thv prison ~r£zrd betvrecn t'zc li.:-tiLr; shown or? t;he dra~vin~. s . IJo separate payment ~ai11 be made for the vrork covared under this item slid all costs in connection Frith this itom shall zJe included in the lump aura bid for the anti?'F: :rots: to be perfor^xed under th3.s contract. ITi~~i III - I~'or furnislll.n~ and erecting the neYr chain link fences Anci gates in the loc::itions and as shoti~n on the ,plans. '^he fences shall be coriolete TJo separate pA;~xrlerit will be z<iads for the work covared under this item and all costs in ~onriect.iar, with this itazn siir~ll ba included in t'lle lung Sum bici for the entire work to ~~e peri'orned under this contract. ITi~&i IV - 1'or prc;parin~ the sub~;rAdQ and constructing compacted stone bare ~znd bituminous euenrili~; surfiACe cozn;~lEte over t7.e f,reas shown on the drawings. t3o separate pa~~:*~esnt wil: coverod under this lti3i~ connection with tiZis its iz7 the lump sari bid for be perfol'ried under t::i3 Z be r.~acle for the work And all carts in ~r1 shall ?3e ; nclilded t11H QIltll'G '.~02'r, t0 contract. IT~~ V - i~'oa~ removing the axist;.ng vrood door and f'rane from the north 1va11 of the s:~all prison yard at the ~rlest sido of the b:iilding and f~xx'nishing and instrrllin>~ na~r steel door frarnc~ anti c;oors c orslp lE: t e; , . For removing the ©~istinF iron door and frame fro~;z the :forth end of the prison building sand fiu'nish~.n£* and installing; anew s ;eel 1'rarie arzd door complete. • :'ar rorsovin~; tlio existinE stone steps And plat- i orm at tics I.orth enci of the prison bui lc:ing and exectin~ a neti~ stone aria concrete steps and entrance structure complete. No s el~arute t~t~;,~ent wi 11 bo ^lacie for the work covered antler this item ,and all costs in connection ~vi_th t}pia iter.I s,.all be included in the lump sum bid for the e.itirc; -Wroz~i; to be pcr~or-Ied under tills contrc:ct. Iii VI - ~'or removing the existing; br~.~:k walk paving and installing nex collcrete~ walks and curbs eot~pleta. 13o sspE~rate pa;~rrrlent will be oracle for tie work covered Under this itearz and all costs in connection with this itE3I:I shall be included in the 1v1;Ip su>~ bid for the ert~l c; ~,torr: to be perf_ orl~ed under t}ii s contrE ct.. ITLbi VII - ~~ or repnirin~r and pointir_F copinus of the stone i~rallg remain a1on~; the :~mrz11 pri LKSt and ;re,ot sides of the t1:le wall alollf~, the '~YOI~IE'I2~ }3eclforcl uti'e<~t. both sides end which ara to son ~rarcis at the builclili~ inciixd ~rard gyring facing o sH~~tu~ate~ p~:yment will bE3 I1HCle for. the3 ~~~or:~ cove:reei under this ite;~l alter fill costs in conrleactiori caityl this itQZ;l shall be included ..n the ltu:lp sur,~ b:id for the i~nti rc~ work to be ue~i'i orrllHCZ under till a contract. I'f~~ VITT - 1'or corstruct:.n~; a new tti:o cur stone; gr~ra~e3 C(71t1j~J1AtE9 cis si.~ovrn on trle3 plans F1xId in accord- ancs vr~, th ti•lr~ sl~ecificc~tions. :yo sea ~F~ruts pa;~rsent uri11 be !:1adtJ for t}.te v7ort: covered undor this itezil ar7a cell costs in connection ~~3_tii tills itcs:~ s}lrzll be included in the luxnl~ s»t bid for tho e3r,tire3 wor'.c to b~: pei~}'orrned under this contrf~ct. IT ~ lh - ~'or repairing; azld ':vEills of tale eYiS' all ®xposed stone sills, etc. ~;ar}zit}i Item VII. pointirl~ ling ~ris~ but ldriz, are not all exterior zlasonr~ sn building incllzdirl~ walls ~ copinc,;s, parape3 te, Lncluded in Ite~'1 I and rdo separate payment will be raada for tYie work covered wider this iterl and all costs in connection ~Aitrl tkiis iteri shall be Lncluded :LTI the 1~vTM~s~ s~.z<WI hid for tine ontirc. -.rorl; to 'I~I'I'L.E PAGE TITLE AND LOCATION OF THE WORK: NAME AND ADDRESS OF THE OWNER: NAME AND ADDRESS OF THE ARCHITECT: TITLES OF DOCUMENTS BOUND HEREWITH AND ENUMERATION OF DRAWINGS: FORI~T A2 Gene*sl Conditions JFifth Edition-Cover THE GENERAL CONDITIONS OF THE CONTRACT~f~ FOR THE CONSTRUCTION OF BUILDINGS Standard Form of The American Institute of Architects THIS STANDARD FOR3I OF GENERAL CONDITIONS, FIFTH EDITION, HAS RECEIVED THE APPROVAL OF THE ASSOCIATED GENERAL CONTRACTORS OI' AJIERICA ~ THE CO'-~1TRACTINC PLASTERERS' INTERNATIONAL ASSOCIATIO WI ~ THE HEAT- ING, PIPING AND AIR CO:d D[TIONING CONTRACTORS NATIUNAL ASSOCIATION ~ THE NATIONAL BUILDING CR:INITE QUARRIES ASSOCIATION, INC. ~ THE NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION ~ THE PAINTING AND DEC- ORATING CONTRACTORS OF AbIERICA, AND THE PRODUCERS' COUNCIL, INC. FIFTH EDITION, COPYRIGHT 1915 - 1918 - 1925 - 1937 BY THE A\IERICAN INSTITUTE OF ARCHITECTS, WASHINGTON, D. C. REPRODUC"LION OF THE MATERIAL HEREIN OR SUBSTAN'CL1L QUOTATION OF ITS PROVISIONS WITHOUT PERkfISSION OF THE AMERICAN INSTITUTE OF ARCHITECTS VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL BE SUBJECT TO LEGAL PROSECUTION. INDE1 TO THE ARTICLES OF THE GENERAL C0~IDITIONS r i. Definitions. 2. Execution, Correlation and Intent of Documents. 3. Detail Drawings and Instructions. 4. Copies Furnished. S. Shop Drawings. 6. Drawings and Specifications on the Work. 7. Ownership of Drawings and Models. 8. Samples. 9. Materials, Appliances, Employees. 10. Royalties and Patents. 11. Surveys, Permits and Regulations. 12. Protection of Work and Property. 13. Inspection of Work. 14. Superintendence: Supervision. 15. Changes in the Work. 16. Claims for Extra Cost. 17. Deductions for Uncorrected Work. 18. Delays and Extension of Time. 19. Correction of Work Before Final Payment. 20. Correction of Work After Final Payment. 21. Owner's Right to do Work. 22. Owner's Right to Terminate Contract. Art. 1. (Definitions. 23. Contractor's Right to Stop ~'Vork or Terminate Contract, 24. Applications for Payments. 25. Certificates of Payments. 26. Payments Withheld. 27. Contractor's Liability Insurance. 28. Owner's Liability Insurance. 29. Fire Insurance. 30. Guaranty Bonds. 31. Damages. 32. Liens. 33. Assignment. 34. Mutual Responsibility of Contractors. 35. Separate Contracts. 36. Subcontracts. 37. Relations of Contractor and Subcontractor. 38. Architect's Status. 39. Architect's Decisions. 40. Arbitration. 41. Cash Allowances. 42. Use of Premises. 43. Cutting, Patching and Digging. 44. Cleaning Up. (a) The Contract Documents consist of the Agreement, the General Conditions of the Contract, the Drawings and Specifications, including all modifications thereof incorporated in the documents before their execution. These form the Contract. (b) The Owner, the Contractor and the Architect are those mentioned as such in the Agreement. They are treated throughout the Contract Documents as if each were of the singular number and masculine gender. (c) The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor and it includes one who furnishes material worked to a special design according to the plans or specifications of this work, but does not include one who merely furnishes material not so worked. (d) Written notice shall be deemed to have been dilly served if delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered mail to the last business address known to him who gives the notice. (e) The term "work" of the Contractor or Subcontractor includes labor or materials or both. (f) All time limits stated in the Contract Documents are of the essence of the Contract. (g) The law of the place of building shall govern the construction of this Contract. FORM A2 General Conditions. Fifth Edition Ten Pages-Page I. Art. 2. Execution, Correlation and Intent of Documents.-The Contract Documents shall he signed in duplicate by the Owner and the Contractor. In case the Owner and the Contractor fail to sign the General Conditions, Drawings or Specifications, the Architect shall identify them. The Contract Documents are complementary, and what is called for by any one shall be as binding as if called for by all. • The intention of the documents is to include all labor and materials, equipment and transportation necessary for the proper execution of the work. It is not intended, however, that materials or work not covered by or properly inferable from any heading, branch, class or trade of the specifications shall be supplied unless distinctly so noted on the drawings. Materials or work described in words which so applied have awell-known technical or trade meaning shall be held to refer to such recognized standards. Art. 3. Detail Drawings and Instructions.-The Architect shall furnish with reasonable prompt- ness, additional instructions, by means of drawings or otherwise, necessary for the proper execution of the work. All such drawings and instructions shall be consistent with the Contract Documents, true developments thereof, and reasonably inferable therefrom. The work shall be executed in conformity therewith and the Contractor shall do no work without proper drawings and instructions. The Contractor and the Architect, if either so requests, shall jointly prepare a schedule, subject to change from time to time in accordance with the progress of the work, fixing the dates at which the various detail drawings will be required, and the Architect shall furnish them ~n accordance with that schedule. Under like conditions, a schedule shall be prepared, fixing the dates for the submission of shop drawings, for the beginning of manufacture and installation of materials and for the com- pletion of the various parts of the work. Art. 4: Copies )Furnished.-Unless otherwise provided in the Contract Documents the Architect will furnish to the Contractor, free of charge, all copies of drawings and specifications reasonably necessary for the execution of the work. Art. 5. Shop Drawings.-The Contractor shall s~ibmit with such promptness as to cause no delay in his own work or in that of any other Contractor, two copies of all shop or setting drawings and schedules required for the work of the various trades, and the Architect shall pass upon them with • reasonable promptness, making desired corrections, including all necessary corrections relating to artistic effect. The Contractor shall make any corrections required by the Architect, file with him two corrected copes and furnish such other copies as may be needed. The Architect's approval of such drawings or schedules shall not relieve the Contractor from responsibility for deviations from drawings or specifications, unless he has in writing called the Architect's attention to such deviations at the time of submission, nor shall it relieve him from responsibility for errors of any sort in shop drawings or schedules. Art. 6. Drawings and Specifications on the Work.-The Contractor shall keep one copy of all draw- ings and specifications on the work, in good order, available to the Architect and to his repre- sentatives. Art. 7. Ownership of Drawings and Models.-All drawings, specifications and copies thereof furnished by the Architect are his property. They are not to be used on other work and, with the exception of the signed Contract set, are to be returned to him on request, at the completion of the work. All models are the property of the Owner. Art. 8. Samples.-The Contractor shall furnish for approval all samples as directed. The work shall be in accordance with approved samples. Art. 9. Materials, Appliances, Employees.-Unless otherwise stipulated, the Contractor shall pro- vide and pay for all materials, labor, water, tools, equipment, light, power, transportation and other facilities necessary for the execution and completion of the work. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. The Contractor shall at all times enforce strict discipline and good order among his employees, and shall not employ on the work any unfit person or any one not skilled in the work assigned to him. Art. 10. Royalties and Patents.-The Contractor shall pay all royalties and license fees. He shall defend all suits or claims for infringement of any patent rights and shall save the Owner harmless from loss on account thereof, except that the Owner shall be responsible for all such loss when a particular process or the product of a particular manufacturer or manufacturers is specified, but if the Contractor has information that the process or article specified is an infringement of a patent • he shall be responsible for such loss unless he promptly gives such information to the Architect or Owner. General Conditions. Fifth Edition-Ten Pages-Page 2. Art. 11. Surveys, Permits and Regulations.-The Owner shall furnish all surveys unless otherwise specified. Permits and licenses of a temporary nature necessary for the prosecution of the work shall be secured and paid for by the Contractor. Permits, licenses and easements for permanent struc- tures or permanent changes in existing facilities shall be secured and paid for by the Owner, unless otherwise specified. The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn and specified. If the Contractor observes that the drawings and specifications are at variance therewith, he shall promptly notify the Architect in writing, and any necessary changes shall be adjusted as provided in the Contract for changes in the work. If the Contractor performs any work knowing ~t to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Architect, he shall bear all costs arising therefrom. Art. 12. Protection of Work and Property.-The Contractor shall continuously maintain adequate protection of all his work from damage and shall protect the Owner's property from injury or loss arising in connection with this Contract. He shall make good any such damage, injury or loss, except such as may be directly due to errors in the Contract Documents or caused by agents or employees of the Owner. He shall adequately protect adjacent property as provided by law and the Contract Documents. The Contractor shall take all necessary precautions for the safety of employees on the work, and shall comply with all applicable provisions of P~ederal, State, and iVlunicipal safety laws and building codes to prevent accidents or injury to persons on, about or adjacent to the premises where the work is being performed. He shall erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workmen and the public and shall post danger signs warning against the hazards created by such features of construction as protruding nails, hod hoists, well holes, elevator hatchways, scaffolding, window openings, stairways and falling materials; and he shall designate a responsible member of his organization on the work, whose duty shall be the prevention of accidents. The name and position of the person so designated shall be reported to the Architect by the Contractor. In an emergency affecting the safety of life or of the work or of adjoining property, the Con- tractor, without special instruction or authorization from the Architect or Owner, is hereby per- mitted to act, at his discretion, to prevent such threatened loss or injury, and he shall so act, without appeal, if so instructed or authorized. Any compensation, claimed by the Contractor on account of emergency work, shall be determined b_v agreement or Arbitration. Art. 13. Inspection of Work.-The Architect and his representatives shall at all times have access to the work wherever it is in preparation or progress and the Contractor shall provide proper facilities for such access and for inspection. If the specifications, the Architect's instructions, laws, ordinances or any public authority require any work to be specially tested or approved, the Contractor shall give the Architect timely notice of its readiness for inspectiun, and if the inspection is by another authority than the Architect, of the date fixed for such inspection. Inspections by the Architect shall be promptly made, and where practicable at the source of supply. If any work should be covered up without approval or consent of the Architect, it must, if required by the Architect, be uncovered for examination at the Contractor's expense. Re-examination of questioned work may be ordered by the Architect and if so ordered the work must be uncovered by the Contractor. If such work be found in accordance with the Contract Documents the Owner shall pay the cost of re-examination and replacement. If such work be found not in accordance with the Contract Documents the Contractor shall pay such cost, unless he shall show that the defect in the work was caused by another Contractor, and in that event the Owner shall pay such cost. Art. 14. Superintendence: Supervision.-1'he Contractor shall keep on his work, during its progress, a competent superintendent and any necessary assistants, all satisfactory to the Architect. The superintendent shall not be changed except with the consent of the Architect, unless the super- intendent proves to be unsatisfactory to the Contractor and ceases to be in his employ. The superintendent shall represent the Contractor in his absence and all directions given to hiin shall be as binding as if given to the Contractor. Important directions shall be confirmed in writing to the Contractor. Other directions shall be so confirmed on written request in each case. General Conditions. Fifth Edition-Ten Pages-Page 3. The Contractor shall give efficient supen-ision to the work, using his best skill and attention. He shall carefully study and compare all drawings, specifications and other instructions and shall at once report to the Architect any error, inconsistency or omission which he may discover, but he shall not be held responsible for their existence or discovery. Art. 15. Changes in the Work.-The Owner, without invalidating the Contract, may order extra work or make changes by altering, adding to or deducting from the work, the Contract Sum being adjusted accordingly. All such work shall be executed under the conditions of the original contract except that any claim for extension of time caused thereby shall be adjusted at the time of ordering such change. In giving instructions, the Architect shall have authority to make minor changes in the work, not involving extra cost, and not inconsistent with the purposes of the building, but otherwise, except in an emergency endangering life or property, no extra work or change shall be made unless in pursuance of a written order from the Owner signed or countersigned by the Architect, or a written order from the Architect stating that the 0~-ner has authorized the extra work or change, and no claim for an addition to the contract sum shall be valid unless so ordered. The value of any such extra work or change shall be determined in one or more of the following ways: (a) By estimate and acceptance in a lump sum. (b) By unit prices named in the contract or subsequently agreed upon. (c) By cost and percentage or by cost and a fixed fee. If none of the above methods is agreed upon, the Contractor, provided he receives an order as above, shall proceed with the work. In such case and also under case (c), he shall keep and present in such form as the Architect may direct, a correct account of the cost, together with vouchers. In any case, the Architect shall certify to the amount, including reasonable allowance for overhead and profit, due to the Contractor. Pending final determination of value, payments on account of changes shall be made on the Architect's certificate. Should conditions encountered below the surface of the ground be at variance with the con- ditions indicated by the drawings and specifications the contract sum shall be equitably adjusted upon claim by either party made within a reasonable time after the first observance of the conditions. Art. 16. Claims for Extra Cost.-If the Contractor claims that anv instructions by drawings or otherwise involve extra cost under this contract, he shall give the Architect written notice thereof within a reasonable time after the receipt of such instructions, and in any event before proceeding to execute the work, except in emergenc}> endangering life or property, and the procedure shall then be as provided for changes in the work. No such claim shall be valid unless so made. Art. 17. Deductions for 1<Jncorrected Work.-If the Architect and Owner deem it inexpedient to correct work injured or done not in accordance with the Contract, an equitable deduction from the contract price shall be made therefor. Art. 18. Delays and Extension of Time.-If the Contractor be delayed at anv time in the progress of the work b~- anv act or neglect of the Owner or the Architect, or of anv employee of either, or by anv separate Contractor employed by the Owner, or by changes ordered in the work, or by strikes, lockouts, fire, umrsual delay in transportation, unavoidable casualties or anv causes beyond the Contractor's control, or by delay authorized by the Architect pending arbitration, or by any cause which the Architect shall decide to justifi~ the delay, then the time of completion shall be extended for such reasonable time as the Architect may decide. No such extension shall be made for delay occurring more than seven days before claim therefor is made in writing to the Architect. In the case of a continuing cause of delay, only one claim is necessary. If no schedule or agreement staring the dates upon which drawings shall be furnished is made, then no claim for delay shall be allowed on account of failure to furnish drawings until two weeks after demand for such-drawings and not then unless such claim be reasonable. This article does not exclude the recovery of damages for delay by either party under other provisions in the contract docwnents. Art. 19. Correction of Work Before Final Payment.-1'he Contractor shall promptly remove from the premises all materials condemned by the Architect as failing to conform to the Contract, whether incorporated in the work or not, and the Contractor shall promptly replace and re-execute his own General Conditions. Fifth Edition-Ten Pages-Page 4. work in accordance with the Contract and ~~ithout expense to the Owner and shall bear the expense of making good all work of other contractors destroyed or damaged b}- such removal or replacement. If the Contractor does not remove such condemned work and materials within a reasonable tune, fixed by written notice, the Owner may remove them and may store the material at the expense of the Contractor. If the Contractor does not pay the expenses of such removal within ten days' time thereafter, the Owner may, upon ten days' written notice, sell such materials at auction or at private sale and shall account for the net proceeds thereof, after deducting all the costs and expenses that should have been borne by the Contractor. Art. 20. Correction of Work After Final Payment.-Neither the final certificate nor payment nor any provision in the Contract llocuments shall relieve the Contractor of responsibility for faulty materials or workmanship and, unless otherwise specified, he shall remedy any defects due thereto and pay for any damage to other work resulting therefrom, which shall appear within a period of one year from the date of substantial completion. The Owner shall give notice of observed defects with reasonable promptness. All questions arising under this article shall be decided by the Archi- tect subject to arbitration. Art. 21. The Owner's Bight to Do Work.-If the Contractor should neglect to prosecute the work properly or fail to perform any provision of this contract, the Owner, after three days' written notice to the Contractor may, without prejudice to any other remedy he may have, make good such de- ficiencies and ma}- deduct the cost thereof from the payment then or thereafter due the Contractor, provided, however, that the Architect shall approve both such action and the amount charged to the Contractor. Art. 22. Owner's i;right to Terminate Contract.-If the Contractor should be adjudged a bank- rupt, or if he should make a general assignment for the benefit of his creditors, or if a receiver should be appointed on account of his insolvency, or if he should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply enough properly skilled work- men or proper materials, or if he should fail to make prompt payment to subcontractors or for material or labor, or persistently disregard laws, ordinances or the instructions of the Architect, or c~~ herwise be guilty of a substantial violation of any provision of the contract, then the Owner, upon the certificate of the Architect that sufficient cause exists to justify such action, may, without prejudice to any other right or remedy and after giving the Contractor seven days' written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools and appliances thereon and finish the work by whatever method he may deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the work is finished. If the unpaid balance of the contract price shall exceed the expense of finishing the work including compensation for additional managerial and administrative services, such excess shall be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the dilfcrence to the Owner. The expense incurred by the Owner as herein provided, and the damage incurred through the Contractor's default, shall be certified by the Architect. Art. 23. Contractor's light to Stop Work or Terminate Contract.-If the work should be stopped under an order of any court, or other public authority, for a period of three months, through no act or fault of the Contractor or of anyone employed by him, or if the Architect should fail to issue any certificate for payment within seven days after it is due, of if the Owner should fail to pay to the Contractor within seven days of its maturity and presentation, any sum certified by the Architect or awarded by arbitrators, then the Contractor Wray, upon seven days' written notice to the Owner and the Architect, stop work or terminate this contract and recover from the Owner payment for all work executed and any loss sustained upon any plant or materials and reasonable profit and damages. Art. 24. Applications for Payments.-The Contractor shall submit to the Architect an application for each payment, and, if required, receipts or other vouchers, sho«•ing his payments for materials and labor, including payments to subcontractors as required by Art. 37. If payments are made on valuation of work done, such application shall be submitted at least ten days before each payment falls due, and, if required, the Contractor shall, before the first application, submit to the Architect a schedule of values of the various parts of the work, including quantities, aggregating the total sum of the contract, divided so as to facilitate payments to sub- contractors in accordance with Article 37 (e), made out in such form as the Architect and the Con- tractor may agree upon, and, if required, supported by such evidence as to its correctness as the Architect may direct. This schedule, when approved by the Architect, shall be used as a basis for General Conditions. Fifth Edition-Ten Pages-Page 5. certificates of pa~-ment, unless it be found to be in error. In applying for payments, the Con- tractor shall submit a statement based upon this schedule, and, if required, itemized in such form and supported by such evidence as the Architect may direct, showing his right to the payment claimed. If payments are made on account of materials delivered and suitably stored at the site but not incorporated in the work, they shall, if required by the Architect, be conditional upon submission by the Contractor of bills of sale or such other procedure as will establish the Owner's title to such material or otherwise adequately protect the Owner's interest. Art. 25. Certificates of Payments.-If the Contractor has made application as above, the Architect shall, not later than the date when each payment falls due, issue to the Contractor a certificate for such amount as he decides to be properly due. 1Vo certificate issued nor payment made to the Contractor, nor partial or entire use or occupancy of the work by the Owner, shall be an acceptance of any work or materials not in accordance with this contract. The making and acceptance of the final payment .shall constitute a waiver of all claims by the Owner, other than those arising from unsettled liens, from faulty work appearing after final payment or from requirement of the specifications, and of all claims by the Contractor, except those previously made and still unsettled. . Should the Owner fail to pay the sum named in any certificate of the Architect or m any award by arbitration, upon demand when due, the Contractor shall receive, in addition to the sum named in the certificate, interest thereon at the legal rate in force at the place of building. Art. 26. Payments Withheld.-The Architect may withhold or, on account of subsequently dis- covered evidence, nullify the whole or a part of any certificate to such extent as may be necessary to protect the Owner from loss on account of: (a) Defective work not remedied. (b) Claims filed or reasonable evidence indicating probable filing of claims. (c) Failure of the Contractor to make payments properly to subcontractors or for material or labor. (d) A reasonable doubt that the contract can be completed for the balance then unpaid. (e) Damage to another Contractor. When the above grounds are removed payment shall be made for amounts withheld because of them. Art. 27. Contractor's Liability Insurance.-The Contractor shall maintain such insurance as will protect him from claims under workmen's compensation acts and from any other claims for damages for personal injury, including death, v<~hich may arise from operations under this Contract, whether -such operations be by himself or by any subcontractor or anyone directly or indirectly employed by either of them. Certificates of such insurance shall be filed with the Owner, if he so require, and shall be subject to his approval for adequacy of protection. Art. 28. Owner's Liability Insurance.-The Owner shall be responsible for and at his option may maintain such insurance as will protect him from his contingent lability for damages for personal injury, including death, which may arise from operations under this contract. Art. 29. Fire Insurance.-The Owner shall effect and maintain fire insurance upon the entire structure on which the work of this contract is to be done to one hundred per cent of the insurable value thereof, including items of labor and materials connected therewith whether in or adjacent to the structure insured, materials in place or to be used as part of the permanent construction including surplus materials, shanties, protective fences, bridges, or temporary structures, miscel- laneous materials and supplies incident to the work, and such scaffoldings, stagings, towers, forms, and equipment as are not owned or rented by the contractor, the cost of which ~s ncluded in the cost of the work. ExeLVSiorrs: This insurance does not cover any tools owned by mechanics, any tools, equipment, scaffoldings, stagings, towers, and forms owned or rented by the Contractor, the capital value of which is not included m the cost of the work, or any cook shanties, bunk houses or other structures erected for housing the workmen. The loss, if any, is to be made adjustable with and payable to the Owner as Trustee for whom it ma_y concern, except in such cases as may require payment of all or a proportion of said insurance to be made to a mortgagee as his interests ma}' appear. General Conditions. Fifth Edition-Ten Pages-Page 6. The Contractor, on hts written request, shall h: named jointly with Owner in all policies, all of which shall be open to his inspection. If the Owner fails to show them on request, or if he fails to effect or maintain insurance as above, the Contractor may insure his own interest and charge the cost thereof to the Owner. If the Contractor is damaged b_y failure of the Owner to maintain such insurance, he may recover as stipulated in the contract for recovery of damages. If required in writing b_y any party in interest, the Owner as Trustee shall, upon the occurrence of loss, give bond for the proper performance of his duties. He shall deposit an_y money received from insurance in an account separate from all his other funds and he shall distribute it in accord- ance with such agreement as the parties in interest may reach, or under an award of arbitrators appointed, one by the Owner, another by joint action of the other parties in interest, all other pro- cedure being as provided elsewhere in the contract for Arbitration. If after loss no special agree- ment is made, replacement of injured work shall be ordered and executed as provided for changes in the work. The Trustee shall have power to adjust and settle any loss with the insurers unless one of the Contractors interested shall object in writing within three working days of the occurrence of loss, and thereupon arbitrators shall be chosen as above. The Trustees shall in that case make settle- ment with the insurers in accordance with the directions of such arbitrators, who shall also, if distribution by arbitration is required, direct such distribution. Art. 30. Guaranty Bonds.-The Owner shall have the right, prior to the signing of the Contract, to require the Contractor to furnish bond covering the faithful performance of the Contract and the pa}'ment of all obligations arising thereunder, in such form as the Owner may prescribe and with such sureties as he may approve. If such bond is required by instructions given previous to the sub- mission of bids, the premium shall be paid by the Contractor; if subsequent thereto, it shall be paid by the Owner. Art. 31. I)atnages.-If either party to this Contract should suffer damage in any manner because of any wrongful act or neglect of the other party or of anyone employed by him, then he shall be reimbursed by the other party for such damage. Claims under this clause shall be made in writing to the party liable within a reasonable time at the first observance of such damage and not later than the time of final payment, except as expressly stipulated otherwise to the case of faulty work or materials, and shall be adjusted by agreement or arbitration. Art. 32. Liens.-Neither the final payment nor any part of the retained percentage shall become due until the Contractor, if required, shall deliver to the Owner a complete release of all liens arising out of this Contract, or receipts in fall in lieu thereof and, if required in either case, an affidavit that so far as he has knowledge or information the releases and receipts include all the labor and material for which a lien could be filed; brit the Contractor may, if any subcontractor refuses to furnish a release or receipt in full, furnish a bond satisfactory to the Owner, to indemnify him against any lien. If any lien remain unsatisfied after all payments are made, the Contractor shall refund to the Owner all moneys that the latter may be compelled to pay in discharging such a lien, including all costs and a reasonable attorney's fee. Art. 33. Assignment.-Neither party to the Contract shall assign the Contract or sublet it as a whole without the written consent of the other, nor shall the Contractor assign any moneys due or to become due to him hereunder, without the previous written consent of the Owner. Art. 34. Mutual Responsibility of Contractors.-Should the Contractor cause damage to any separate contractor on the work the Contractor agrees, upon due notice, to settle with such con- tractor by agreement or arbitration, if he will so settle. If such separate contractor sues the Owner on account of any damage alleged to have been so sustained, the Owner shall notify the Contractor, who shall defend such proceedings at the Owner's expense and, if any judgment against the Owner arise therefrom, the Contractor shall pay or satisfy it and pay all costs incurred by the Owner. Art. 35. Separate Contracts.-The Owner reserves the right to let other contracts in connection with this work. The Contractor shall afford other contractors reasonable opportunity for the intro- duction and storage of their materials and the execution of their work, and shall properly connect and coordinate his work with theirs. If any part of the Contractor's work depends for proper execution or results upon the work of any other contractor, the Contractor shall inspect and promptly report to the Architect any defects in such work that render it unsuitable for such proper execution and results. His failure General Conditions. Fifth Edition-Ten Pages-Page 7• so to inspect and report shall constitute an acceptance of the other contractor's work as fit and proper for the reception of his work, except as to defects which may develop in the other contractor's work after the execution of his work. To insure the proper execution of his subsequent work the Contractor shall measure work already in place and shall at once report to the Architect any discrepancy between the executed work and the drawings. Art. 36. Subcontracts.-The Contractor shall, as soon as practicable after the execution of the contract, notify the Architect in writing of the names of subcontractors proposed for the principal parts of the work and for such others as the Architect may direct and shall not employ any that the Architect ma_y within a reasonable time object to as incompetent or unfit. If the Contractor has submitted before execution of the contract a list of subcontractors and the change of any name on such list is required in writing by the Owner after such execution, the contract price shall be increased or diminished by the difference in cost occasioned by such change. The Architect shall, on request, furnish to any subcontractor, wherever practicable, evidence of the amounts certified on his account. ' The Contractor agrees that he is as fully responsible to the Owner for the acts and omissions of his subcontractors and of persons either directly or indirectly employed by them, as he is for the acts and omissions of persons directly employed by him. Nothing contained in the contract documents shall create any contractual relation between any subcontractor and the Owner. Art. 37. Relations of Contractor and Subcontractor.-The Contractor agrees to bind every Sub- contractor and every Subcontractor agrees to be bound by the terms of the Agreement, the General Conditions, the Drawings and Specifications as far as applicable to his work, including the follow- ing provisions of this article, unless specifically noted to the contrary in a subcontract approved in writing as adequate by the Owner or Architect. This does not apply to minor subcontracts. The Subcontractor agrees- (a) To be bound to the Contractor by the terms of the Agreement, General Conditions, Draw- ings and Specifications, and to assume toward him all the obligations and responsibilities that he, by those documents, assumes toward the Owner. (b) To submit to the Contractor applications for payment in such reasonable time as to enable the Contractor to apply for payment under Article 24 of the General Conditions. (c) To make all claims for extras, for extensions of time and for damages for delays or other- wise, to the Contractor in the manner provided in the General Conditions for like claims by the Contractor upon the Owner, except that the time for making claims for extra cost is one week. The Contractor agrees- (d) To be bound to the Subcontractor by all the obligations that the Owner assumes to the Contractor under the Agreement, General Conditions, Drawings and Specifications, and by all the provisions thereof affording remedies and redress to the Contractor from the Owner. (e) To pay the Subcontractor, upon the payment of certificates, if issued under the schedule of values described in Article 24 of the General Conditions, the amount allowed to the Contractor on account of the Subcontractor's work to the extent of the Subcontractor's interest therein. (f) To pay the Subcontractor, upon the payment of certificates, if issued otherwise than as in (e), so that at all times his total payments shall he as large in proportion to the value of the work done by him as the total amount certified to the Contractor ~s to the value of the work done by him. (g) To pay the Subcontractor to such extent as may be provided by the Contract Documents or the subcontract, if either of these provides for earlier or larger payments than the above. (h) To pay the Subcontractor on demand for his work or materials as.far as executed and fixed in place, less the retained percentage, at the time the certificate should issue, even though the Architect fails to issue it for any cause not the fault of the Subcontractor. (j) To pa_y the Subcontractor a just share of any fire insurance money received by him, the Contractor, under Article 29 of the General Conditions. (k) To make no demand for liquidated damages or penalty for delay in any sum in excess of such amount as may be specifically named in the subcontract. General Conditions. Fifth Editioa-Ten Pages-Page 8. (1) That no claim for services rendered or materials furnished b~- the Contractor to the Sub- conn-actorshall bevalid unless written notice thereof is given by the Contractor to the Subcontractor during the first ten days of the calendar month following that in which the claim originated. (m) To give the Subcontractor an opportunity to be present and to submit evidence in any arbitation involving his rights. (n) To name as arbitrator under arbitation proceedings as provided in the General Conditions the person nominated by the Subcontractor, if the sole cause of dispute is the work, materials, rights or responsibilities of the Subcontractor; or, if of the Subcontractor and any other subcontractor jointly, to name as such arbitrator the person upon whom they agree. The Contractor and the Subcontractor agree that- (o) In the matter of arbitration, their rights and obligations and all procedure shall be analogous to those set forth in this contract. Nothing in this article shall create any obligation on the part of the Owner to pay to or to see to the payment of any sums to any subcontractor. Art. 38. Architect's Status.-The Architect shall have general supervision and direction of the work. He is the agent of the Owner only to the extent provided in the Contract Documents and when in special instances he is authorized by the Owner so to act, and in such instances he shall, upon request, show the Contractor written authority. He has authority to stop the work when- ever such stoppage may be necessary to insure the proper execution of the Contract. As the Architect is, in the first instance, the interpreter of the conditions of the Contract and the judge of its performance, he shall side neither with the Owner nor with the Contractor, but shall use his powers under the contract to enforce its faithful performance by both. In case of the termination of the employment of the Architect, the Owner shall appoint a capable and reputable Architect, against whom the Contractor makes no reasonable objection, whose status under the contract shall be that of the former Architect; any dispute in connection with such appointment to be subject to arbitration. Art. 39. Architect's Decisions.-The Architect shall, within a reasonable time, make decisions on all claims of the Owner or Contractor and on all other matters relating to the execution and progress of the work or the interpretation of the Contract Documents. The Architect's decisions, in matters relating to artistic effect, shall be final, if within the rerms of the Contract Docwnents. Except as above or as otherwise expressly provided in the Contract Documents, all the Archi- tect's decisions are subject to arbitration. If, however, the Architect fails to render a decision within ten days after the parties have - presented their evidence, either party may then demand arbitration. If the Architect renders a decision after arbitration proceedings have been initiated, such decision may be entered as evidence but shall not disturb or interrupt such proceedings except where such decision is acceptable to the parties concerned. Art. 40. Arbitration.-All disputes, claims or questions subject to arbitration under this contract shall be submitted to arbitration in accordance with the provisions, then obtaining, of the Standard Form of Arbitration Procedure of The American Institute of Architects, and this agreement shall be specifically enforceable under the prevailing arbitration law, and judgment upon the award rendered may be entered in the highest court of the forum, state or federal, having jurisdiction. It is mutually agreed that the decision of the arbitrators shall be a condition precedent to any right of legal action that either party may have against the other. The Contractor shall not cause a delay of the work during any arbitration proceeding, except by agreement with the Owner. Notice of the demand for arbitration of a dispute shall be filed in writing with the Architect and the other party to the contract. if the arbitration is an appeal from the Architect's decision, the demand therefor shall be made within ten days of its receipt; in any other case the demand for arbitration shall be made within a reasonable time after the dispute has arisen; in no case, however, shall the demand be made later than the time of final payment, except as otherwise expressly stipu- lated in the contract. The arbitrators, if the}' deem that the case requires it, are authorized to award to the party whose contention is sustained, such sums as they or a majority of them shall deem proper to com- pensate it for the time and expense incident to the proceeding and, if the arbitration was demanded without reasonable cause, they may also award damages for del av. ~hhe arbitrators shall fix their own compensation, unless otherwise provided by agreement, and shall assess the costs and charges of the proceeding upon either or both parties. General Conditions. Fifth Edition-Ten Pages-Page 9. Art. 41. Cash Allowances.-The Contractor shall include in the contract sum all allowances named in the Contract Documents and shall cause the work so covered to be done by such con- tractors and for such sums as the Architect may direct, the contract sum being adjusted in conform- ity therewith. The Contractor declares that the contract sum includes such sums for expenses and profit on account of cash allowances as he deems proper. No demand for expenses or profit other than those included in the contract sum shall be allowed. The Contractor shall not be required to employ for any such work persons against whom he has a reasonable objection. Art. 42. Use of Premises.-The Contractor shall confine his apparatus, tl~e storage of materials and the operations of his workmen to limits indicated by law, ordinances, permits or directions of the Architect and shall not unreasonably encumber the premises with his materials. The Contractor shall not load or permit any part of the structure to be loaded with a weight that will endanger its safety. The Contractor shall enforce the Architect's instructions regarding signs, advertisements, fires and smoking. Art. 43. Cutting, Patching and Digging.-The Contractor shall do all cutting, fitting or patching of his work that may be required to make its several parts come together properly and fit it to recerve or be received by work of other contractors shown upon, or reasonably implied by, the Drawings and Specifications for the completed structure, and he shall make good after them as the Architect may direct. Any cost caused by defective or ill-timed work shall be borne by the party responsible therefor. The Contractor shall not endanger any work by cutting, digging or otherwise, and shall not cut or alter the work of any other contractor save with the consent of the Architect. Art. 44. Cleaning Up.-The Contractor shall at all times keep the premises free from accumulations of waste material or rubbish caused by his employees or work, and at the completion of the work he shall remove all his rubbish from and about the building and all his tools, scaffolding and surplus materials and shall leave his work "broom clean" or its equrvalent, unless more exactly specified. In case of dispute the Owner may remove the rubbish and charge the cost to the several contractors as tl~e Architect shall determine to be just. General Conditions. Fifth Edition-Ten Pages-Page 10. i. Cerieral Description of the 'block - The work contemplated at tie Cum erland Coixnty Prison at the corner of East High and Forth Bedford, Carlisle, Pa. consists of reinforcing of the existing stone prison yard vrall by means of reinforced concrete abutments at intervals alonb the inside of the wall and the replacement of the existing wood doors with new steel doors arld frame. It is furthermore intended to remove the existing; stone steps, and platform and the existing metal door at the north end of the prison building; and replace theca with new stone and concrete stairs landing; and entrance protection and to install a new steel door and frame. It is also contemplated to remove the existing wood door and frame i'rora the north wall alone tie small prison yard at the west side of the buildint; and to replace this door with new steel doors and frame. The existing brick sidewal~~ paving; and the curbs along the Bedford Street and I~.ig;h Street sides of the property and the v~ralk leading; to the prison building; entrance steps shall be removed and replaced r~rith new concrete walks and curbs. The exterior of the masonry walls of the prison building shall be repaired, old defective mortar raked out and new mortar inserted in the joints and the walls pointed anew • dna cleanea ana put Into goon weather proof condition. ~,s an alternative to the extensive repairs to the existing stone prison yard wall the Cumberland County Commissioners request bids for removing the existing defective stone will and appurtenances and replacing the wall with chain link fences and gates as shown on the plans. Should this option be to the best interest to the County and the work, then t it is contemplated to pave the prison yards with bittu~ainous surfaced paving and utilize a portion of the area as an off street parking lot for the use of County Officials and employees. Underr7this option it is also contemplated to build a two car I~LCIJO:;zr~r ~;a-rul;e for the use of tl~e Col.nt.T Prison Officials3. The above description of the work with its attending details gives a general outline of the scope of the project and is not intended as a detailed analysis of the work which is shown on the plans and described in the specifications. C~o_-_o~~~oration - ~h4 Gen®rr~l Contractor, al:. other Contractors, ~~ un~'€~-I t.:;u -Uo:7tr€3ctora shall co-ordinato theyr work with all ad~jaeent work Ana shall eo-ordinate with all other traders so as to i'ACilit€~te the general pro~reaa of tho work. i.~cti trade shall afford All other trAdea every ro~:9oriublo op~~nrtunity for tYic~ instal? € tion of their worl: €and ~ or tl.c~ stori.:~,c oT' their material. 3. Cuttint° Find 'atcl~in~ - ~::ACh ?~ivi3ion s_,~___ _nc_u__Q n_.__ ctzttin~;, pr~tchin~, division, unless specifically atatad quired for tho proper e.cco~odr~tions trades. This, hov~evor, does not rel: from responsibility as stated in the of t1~I.s specification and eti~;~;in~ for thAt trade to thQ contraryt afl re- of all ~rork of otliar Lava the General Contractor "General c;onditiona." 4. :L:rrora and (~a,isaioiis - Tf any errors or omissions r~ppet~.r in t ©drawinF;a, specs ic€itions, or other documents, the con- tractor aha11, within 15 days after receiving; such drawings, specifications, or cloetunent~s, rzotif;~ the ,'.rcinitect in writin,~ of such OY1i 33iU21 or error. In the avant of the Contras for ~ s failing; to Five such notice, he will be held responsible for tlio results of an;;T ~ucii t;rror~ or o~tiaaions and the cost of rectifying tho s~~.r~c. • ~ . t.~CAL•li eats on of the ~'~'er.~i 3 c s - ~~11 Contras tors aubrli ~~ tirt~ pro- l~oau s ~ or its Ivor s .~ first eaariine the prer~.i3e~a and all conditions tlioreon and/or therein. ell proposals shall t~ik© into consiclerLtion All such conditions as riay affoct t:.-e riork under this contract. (?~'or 1•~lt~ratsons) Tho Contractor shall n®aslzrc~ u11 t~xistin~ Mork ut tlzo huildin~ and vorify all diracnai~~r~s. 6. (Guarant~.~ond) = uuararty Bonds" of tho "Get~~~~~c.l ~:;ondi bons" s iF-a~ Q Finds hereby supplement©d s. 9 fo11o~{s; "'he O4,cier will require file ~;orYtrae for to furnish bond oi' tlia amount of contract price, oovorin~ fAitl~ful perforrsance oi' the contract Find the prayment of x:11 obli~;~;tiona aris:in~ tlic~rauncior in such aQCUri tics es h® nay apj~rovo. ' the '_-'he pre~n~.lu:~ ~'o~• ::t:e 1~Ct;~• _~'eCc ,;oi~a a%~.~:~ ~. Lr; _~u~.<< ,~;,- Contr€:c tor. The oUtainin~; by tiia contras for of tiie bond shall be A condition precedent to the effectuation of the contract bc~tvreen the Owner and tl~o Contractor. ~ 1 d ','. Labor - nll Contractors end ~v.~b-Contractors enployad upon tlic: v®ork shrill rznc~ trill be required to conform to the Labor Lurrs of the Cta tQ of i'enns;; ~.~: raria and the various !ic ;;s z~ .c;n~'- atory and sup;;,iyx~tei~tary tYiQrato, rxr~ct to all other la~~rs, ordinances, and legal requirements rzpj~].~.cablo thereto. X111 labor shall be por.~ ornad in t}i® bast and nos t vrorkr_~txzi- lik© riann©r by nechnnics 3Lillad In their res,~c~ct~.ve trades. i''he star_uards of the vrork rac~uiraci t?iroiz~ hoot skull be of stzr,?i grade A3 will brim results of the first class onl;; . a. 'c~rraits - Tha Contrc;ctor shall sacury all certificrstes of nsk~c~ction and of occupancy that nay ba required by autrzor- 1.ties having ,juriac3iction over t'nc~ work, including; the :3oard ai' i'ira Und~rwri ter ~ s certifi cafes. Igo sha11 del' vcr the same to the frclil.teot upon cor3plytion of tliv ~rork. 9. ~cz~ffolss -lf^ch Division of these specifications sY~ll nc~ucly all ~:ec©ssury scaf~'olds requiryci for tlzair ~rorlc. 1111 scaffolds nYiall :~c; bpi:alt in accorurz.ice critll til,. ~>t.:ta laws and regulations. l0. ~a1vA~ed ?:iuteriuls - '.~lateririls rexloved and suitably for i•ouao s:ia a sa vag;ed by the Contractor. ~,fiatorinls suit- . ri:ale for reu:~c; in the nevi L`d`Ji'L t.'r~~i.Cr' t~~.is contri.c t rand ~1ich v;~e does not detract Eton triv ~;u:.~? Sty of th© Job :~~ bQ used ~~i the work by the Contractor. .:11 a.~cems sclvag;ad r~ztorials 3cxa11 ronAin the proporty of t~.::: ct.r„c~_~s <.nc'. .l~t~t~.? 1~c :t~zitr_~b14, stored on t}icy pr EI~.i3©9 as d~.~.^yc vc~. ll. ;t~tcrials at:ci .~or~Llans'Li- - ':'he Contrs.ctor stall furnish all r_~tariA s, n©vr y.cepi: as spacif~.ed under ".lalvugc;d ~iutorials" }, ezll laboa°, equi,~r~©nt, tools and other appurtenrzrlce~s n©cassary to co:~plyty fill putt. rind phasQS o.f t~ze ~rori: slzo~rn, incYtcr, tad unu/or specified. ::11 work smell be eorzplc~to and of the best duality anct good r.p~~er.~ra,ce as is consistent with tYia bent ,~racticas an:~. material ciualiti®s o.f tlza trades or errifts ai~ployed. 12. i~ccuoanc ~~urin . U arations -It will be nacensarJ t11r1 t the Con r. actor arrange a ~~or c to 1~c~rrait safe entry and agror3s to and from ~o premi.s©s at all tS.:a©s ci.uri rig the construction p©r? od. 13. Vino of ~'or~lt3tion -All work shall ba co_:il~JeL'ad ~~t2iin days €~ c~i• t:is orTc~r i:~ ~ivyn to proceed. '"he sties©ssful con- trac for shall agree to a ~;zz;;~xant of ~ pot duy to be paid by h1.m to the County for eFach anti yvery calendar cirz~r t}~t tho work is not eor.~pletod be;~ond the aforeaa`ci date r.s liquidated and s.scart;ainad darlages. n U • ;~>.~~~ ... Utz .r :~ i'U'jiti +'I)s~ pldIi~' (I~t~PKIRI IV'G AND R~:i'OI I+ITI I1G ) ~ci:G c'Itis::L•'PaT i'F{Iu()id Y~1,Ity i'~IiLIAi ALSU P~s~"1 STOiT:: xdORK) 1-1 Scope -This contractor shall furnish all labor, 2naterials~ scaffolding and egt~.p2~2ent to co^iplete all rebuilding, re- pairin~; and pointing; of all stone work as shovm on the draw- ings or as herein sp©cified or both. t~latcrisl: 1-2 D©livery, storage arld handling -All ~iaterir~ls sYzall be so delivered, sfi,.orec? and handloa to prc3vent the incliis3.on of foreign r2riterials and the aarla~;o of the I•.~aterircls by br©aka~;o or svr~tar. -tgatf>rials s}io~vin; ~~idonce of c2aina.~;e shall bo re~ectedt 1-4 Portland ce:~r•~erit s.iall be of s tunclard brand cozif orr.2ir.~; to the Ntr~ndard upecs. of tho t~.~>. T.1~., C-~ ltztest adition. i-;; :;;~dratc~ci liras ii usf~u as ~~lasticisar slirzll confor~rt to U.;;, out. F'aQ. ages. SS-L-J51 ls.test edition. x,11 lirla used •-.test be ire well ~tixeci putty for2~. 1-(~ Szznd shall bn clean, hard, sharp and rrQ11 Erc~cied anti practically free of silt, load, clay, cool, or excessive fin©s. i'or fineness 10U;~ shall pass t}u•ou;;iz ~t "o, ~~ sic~.re anti not Dore than 7J~;"o shall pass a 50 siF;ve. 1-? c;©rierit mortr.r shall be 1 ~~art i'ortland ~er~lant, ~ p~_°t: sand, and 1ra;r b® tome©red Frith wre11 cured lime putty not exeec~din~; 25~ o.f ce^tant volu2~a.e. till measurerients are by vo lurne . 1-f3 i~'•ixinL, i.or trxr -nand and cement she.11 be 222ixed dry, ~i'r:io, putty adcieci, anti enough clean potable water addec DSO bring to the proper consistency for use when thoroughly mixed. IJo rlor tars that have stood ~2orQ than 1 hour or ratQ27pered mortars shall be used. 1-U ~'he stone used in reconstruction and repair :3ht~11 be st.iit- able 901.iI1C4 stone rerlovecl fro2z the prasent ~rrorl: or if 21aC63sary to furnish new stone to corn_~lE:t© the wor'_•i th©se sto2le shall be obtained from loctzl buildi2ig ston© cluarz°ie:, t°r~iic'i whon meat}iered will match the existing stones. i-~10 ]?Q .air - A portion of the top oi' L?ie tiw,a11 Felon{, : ulbc;rrdr rive. '~r~s fra11e21 into the prison yus~.:.. ,~-.lso at otrie~r i~liace9 alori~; Elie wall sor.2e stones have ft~lion into th© yai~c:;. • .:here the vrall is fallon A1o21~; Idulberry E1vn. and o~~1~E~.:.~ points as necessary L-o obttzin i;ood results additional -.~11 shall ba ra~loved until good bearint; for rQCOnstrizc Lion _s obtained. X11 repair work must bc~ carefully and sac~:re- ly bonc2ed into thQ ud jacant existinz wor2~. ^21e contractor shall carp;fully fi 11 tha core of the wall and band both faces seclir. el~r anti r.~are ~l ~aeat?ie?~ proof' portion in the repaired ar©r~. iJt)TL-R®inforced concrete reiriforeing abutments a1°e to b© ns Called at intervals along t}ie inside of the walls sand must be toothed into the existing; walls. t'~ny necessary stone r;lasonry vaork in connection with construction of the abutments And finishing arolznc} thers srrs.ll be done bf the stone mason contrF~ctor r~s p~.rt o,' this rey~f;ir.n~; and re- pointing contrast. 1-11-~?eoairinf; Joints in ':~,cistiriF atone ',falls- All olci d©ter- orate arzd Dose rirortar s2it~ e r~r~ovad and tha ,joints shall ba rakcci clears anti ro~edded -v~ith new mortar to rlake tii;ht waather proof ,joints. In loos©niiig anti cleaning; joints s3~.a11 areas shall be preparf3ci at a tir.~e, and re- rzortar©c' to prevent fur trier damage to the existing wall. Mortar ,joints shall be raked out foz• pointing. 1-1`:-'o~ntin - Clor~xi and rake all Dints and fill with mortar a~ :goof ,;o~r:t. .To ~ rlts shn ll be ~.rz~; wal~<;. 1-~.3-Go yin .* - ~u~ci.~t__ri;- c:c.;~n _,to~::.~ Dose stonQS s~1a11 bc; rE:_:ove4 face joizits, moisten the Zd compress to dense ~~eath©r- f ins shed to match the exi s t- ~s shall be exarain©d anti all and rebedciec} wi tY: maw rror~ar. Joints between co;~ing; stones shall be rHked and cleaned anti prepared for faint covers. "l'erfeetion" ,joint covers as manufactured by Dusiri~; Ec Hunt Snc. 1927 2;lrawood AvQ., 3uffulo 7, Td.Y. or approved ©qual shall be furnished and installed over all joints in wmll coping. Covers shall be instrrllecx in strict accordance with t}i® manufactures instructions. 1-1~-:':here and if portions of walla are retlavad or where new v~orli ~s inst:riled and altar~:tions in stone work are r1eCOSSaI'y this contractor shall construct and finish end corners, returns and revQals new to r:±atch existini; dvork in fi.iish arld type. 1-15-.i}lets new construction occurs suitable stone rc~r:iovecl fror.~ tale exiatini:; stone ~YAlls rer:~oved s2-:F~11 b© us©d in the n©w ;•rc~lls. ':galls small be constructed accuratelyT to tines and ci;Y:rezrsions s}rowzr. A11 varticrrl walls shall be erected plumb • ~?id strui~;ht zvit_i all corners, ro turns and teveal~r to strai~;2rt 1' nos . :~ tonF: n~iork s21a11 be wcll 'uonded. A~ortur ,joirita s~~all be Slushed full. .;tones carefully ~E;t and rill ,~olnts raked for painting. fill items of othQr rlaterials to bs built in shall be ~,Jlaced and m.asonc~d in. Ancizors and otYier ne;:c~n3ary means of attnclLnent necc~3.~r~ry for work or z~atc~rials of ot?iers shall be installed ,~`r triis contractor as tho work uro~;ressed and as directed. The new stone evalls sell be pointed And finish©c'~ to match adjacent exiet~.nf; work. 1-16 -:.tone fork shall be rotc;cted at all tiro©s against injury or daria~;e. sihen worms s ~~ uni'inished at the and of the day or during,: incle_~:ic~nt war.thor the tops of tznfiniahsd walls shall be protected. 1-17 - Pdo stone work shall be construrted when the temperature is below 35 d©~*rees F, If nudcien drop in terZparaturc~ occurrg or is anticipated facilities snf~ll bcr provid©d to pr©vent unsPt rior. tar fro*~ frec~zin~. stone ~rork .may pz°oc.~r~ci during freezing weather ii' satis- faetor;,r z~odnrz of raQintEainS.n~; tc~mirerrrtl~res above 3~ de~;r©es :~. ~:~Nounci tiie rror~~ are r~rovided a2u] { f a~~-re~;ates arc? t?lrl~'~©d ~~-tt be+'ore be_~n~r lxseci _i_n t}ie r.iort~?r ~.zi~ :~tonos are u~i~'ro~en 1-1£3 - 2'7iis contractor shall providQ and ercrct fill necessary scaf~'olcis s.nd planLirij- for his work. 1-1t3 - 'z"^ie fF~C3fi of all stone work shall bcr clc;t:nc~~! u~~ozi completion usinr,~ a~~~~roved cln~aning con~~ound. 1-2~ -The exposed surfaces of stone and bricP, walls of the prison buildin~* r3na11 b© re~~aircd and pointed as sj~ecified for the atone wall. The brick gall shall tie scrubbad clean iiaing a suitable cla~~nng co~2~o~..ind anti. tha ,joints shall bs raised clean and repointad as necessary to Taut thar:~ in first class condition. 1-21 - '.'then thc~ work is carxpleted all scaffolds, ~~aste, debris, and excess r~atE.rial shall be re:~ioved fror_1 the premises by this contractor leaving they prernj.ses clean in so fAr as this contract is raspol~sible. • s.~c^so:~ xz _~ ~~..J IiJJ Ole ~I~~~1,'~ ~L~I~11.1~J 2-1 Scope -This contractor shall furlxish all labor, tools, equiprnQrxt, scaffolds, barricades and protection required to col~pletQ tlxe der.IOlition alxc rr:rloval of t?xa stone vralls as shown on t17.e ,~_lan3 and in ~lccor,!F;rlce ,ri ~~li these specificrztion:~. 2-2 T'IxA oxistinr aton~3 wsclls shall 1)e i.iE3L'1U1i31IAii and ra2:love:i be~innirl~>, at or noar tlxc c~ornelxa ward ti•vinft alolx€; I3€~dford attest whore shown on the plan, thence rao:~':li aloniy Radford Strrxet to I•>>xlbnrry Avenue than aloni! I,?ulbcrr~r I.ve. to the corner at the i'. i', a L. co. property i:tixr;ri south fxloni the i'. ~ . Ec L. Co. lino to the corner of the ~r1a11 pri ioIl yard along the west sic:e of tlxe Iuilding as aho~vn orI the plans. The entirQ wall incluclinfi; tho lrxr~o doors r,.nci fraraQ shall be rel;IOVad includir~~; any foundation pox~tions c;.o~urrl to a distance of 2 f®et '~elo~v tl~e aide wall: 1©vel. if t}io wall extends to that c1vl~t}x if the stall 5.s lc;s3 t_ian 2 fast below the aide xea].k level then the ent.~'f, ~~a11 ,~'?rAll be rE,~:)oved incluci~.n~- tl~'.e full cTeptYx. :-3 I3~xildin~; atones suitable for use in the new work sl-iall be rerloveci sncl. crirafully atorerl in th© prison.yarct as dirocted. t~ sufficient quantity of usable ston® to complete the ner~ work sl~zall be stored thQ re;~aindor or the stave t}let are suitable for building; shall be rAmoved and hs.uled to the Co?znty I?ol~e prcpr~rty al~proxi;~atelf rules oast of Carlisle ant'. stall be suitably pit®cl as and where directed 1~~- tlx© C1irlberlanci Co;xrxty Colalnissioners. The granite coping stones s1~11 be removE~:i anti trc:Ix31)artc~d to the Cox~rlty Iio~e ag spaeified for building stone. itll vra3te r~taterials, :iirt, dabri_s and earthy rxaterials suitable for fill s%~€lll be r~:'nove~i €xnc?~ h€tltled to ttixc; Lounty IIor.Ie prop©rty and s?ia11 be depositt~cl <;,; i'~.1' us c~n:i o:~:..crP directQC: by tlxe County CoTari2ssioner:>. All wood scrap al~d iron scrap becortc tic pY~o,~r;rt;,~ of the eontrcirtor anel shall b© rorZOVC~d frorl the, property by rxirl 1QavinF; the pre~isea clean ant? free from waste anti useless materials. 2-4 The worl~ under taxis lieadin~ shall be executacl in an ordorly <:rxd careful manner with due consideration far neiFtit~ors and tl~ie public. Tha ~asoru°yT shall be de.~solish®d 3,n small aQCtio2~~, and bracing anti shoring; shall ba used where rlecessury to avoi~: ciulxgAr due to collapse or j~reraature fallinis of tlxE3 wall. Sidewalks and roods 3ha11 be kApt reasorxabl~~ clean at all ti.r,es. 2-5 All materials to be removed anti all rubbish and de'oris shall be removed proMptly from the pr©r.'Lises. E-6 Removal of excess materials fro~:~ th® buildinsr opc~ratl.ons sl~iall be crone '~~- this eoretrr~for rrl~cr t'~t~ '„~i.l~?'_n~° ~~nrk is corapleLe. ~JuVrl VlY Ill SCOpE3 - ~lis apurtenances~ all fencQ war in accordance contractor shall furnish all labor, riaterials, tools and equipment as roquirad to conplate ~ including; Gatos as shoti~n on the plans and with t~zese specifications. 3-2 Iiei~;ht - G ~ and 12 feet as shown. 3-3 Fabirc -Chain link copper-bearing; (rrliniraum .~:0-.30;~ capper ) basic open hearth steel mire', ilot dip ~e.lvEtnized after wc~avin~ with a Yieavy zinc coating . ~'Z.irni~hed in Ito. 6 or ado. 9 ~;au~© wire woven in 2" mesh, both selvag©a tl~isted and barbod. ~iric coat~.ng; carries 1.2 oz. of zinc par squarQ foot of wire surfayce covcrE:d. zinc coatir~ ~®ets li.S.l.t~i. spc~cific~,.tion ti-~ lrJ "~i>• 3-~ Lino :'Data - 1111 ~~osts furnished for' setting 36" deep in eoncr©te and equipped ~avith amts fox• carry~in~; ~ attends of barb vrire at 45 ©xnt;le car vertical if desired. 1-11 1i.:e :oats Set on not i.~ore t~~a:< 10 ft. Cf3!1tF::t' lines alon~_; ~iC ~~" O.L'. :;f;r~ralc~ss stef;l pipQ t;alv~~r~~~_;re<.I ~~:;- iot; c:ij) process. ~~t3i~ht 3. G5 lbs. par foot nominal. 3-S iop :tai3 - 1 5/~3" O.D. ~~oa~ile3s steel Nipe galvanized by* :not dip process. ~rie:i.,;,.`1t u.27 lbs. pax' foot nominal. 1+.11 top rail furnished with E~xp~~nsion ale©ves to allow for ®x;)~.nsion and contraction of top rail. ~'dliere rail ~.:~ not used a do. 7 gauge tension wire] will bc~ substitut©d. 3-6 Gates - F='rames made of 2" O.D. g;alvariized pipe with rtallo- able iron fittinE;s or oi' we~lcied cor~str~..ction aiicl filled ti=rith fabric t© ?Hatch fence. 3-7 Gate ~'osts - 3" U.D. ~alvanizeci pipe (wei~ht5.79 lbs. per t'oot). 3-f3 Cosner and ~~nd Poste - 3" O.i~. Seamless pipe, ~alvariized by hot dip p rocess (w®i£7ht 5.79 lt~s. pot foot) filled with concrc;t©. 3.''urriishQd to set 4~:" in concrete, compl©te with all brae©s. 3-9 ;3rrxcin~ - i~'ld, Corner ens Gate posts sl~.il ba furzlislied with 1 5/13" U.D. 7YOrizontul braces, coral>lete with 3/F3" truss rod.;~~ ^~u•nbucklo ~3olt aricl ::lat. ~~ti^~inc i n~° f°atc; Hosts Fora fl~rnishe~d • .._~;h c'1.L1:=iliaz'~; CliFa';OY1Li1 ~)1.'CvCiJ .1 E:.'t: C'C)Y1Ci" li~_C)T3~ x'E:iil_*_,~'(, ;:tC<C'_~-~ i. X071&1 stI'en~'.;t~-_• v-1C3 .;urb ;lira- ~ point pf.ti.ern, cons ist~.n~,; of ti strands oi' ~io.12 ~auEo hot zinc coatec. (~alvr~nizecl) wire v~itYz hQavy steal ~vii'© barbs spaced 4" apart. 3-11 I~'ootinga - Concreto £ootin~;s of 1-~-5 z~.ix, Ling post footings 10" cZit~., ter~.i.nal host foatin~a 12" dirs. „11 footings cro~rned to stied water. -12 The fence shall be furnitthed and instralled complete tivitl~ ~;r~tos. the E;atas sha11 ~:F~ uroviceri wit?i suit~bl© facilities for pudloclzing, :::C'~ OIi ~'T. - .. •pi~.JL~J UP'I' :`.~~~./ .~t. ,i.: 4-1 ~;;co ee - Tl~.s contro:ctor slxall fuz•iiish all l€~uor, r,.a~eris.ls, plant, aquil~rnort and tools rind s7i€ill construct a1z bwt?~'yZnolZS st~rr€~:cel pavir,;; cor.i~leta a8 31"i01'!n On ~__. ~1.tzi:.:, a.'.., :;.;, :~.L',c_',G~ .~`~." -_, ;:'~.'.;}.~ ;.~ii'.3a~ specificatio;:s. 4-2 Descr' otion - Thr .ror.c includQd and to be coinpletei~ uncxer t ~is contri~ct 3s As followrs; Femave surface r"!At©ritils to & depth of 10 inches or more frori tl"ie ®ntire Area to be ~~civeci or ~:s r.:auch additional As is necessary to r;ctake the to,~ of tli© paving, flush vrith tYia top of the sidcswAll:s. ~'reparo the sub~rfzd©a to receive; this laaivn~. Constrtictioii of 1~€ivin~ within the litsits sYior~n on tho arawin~s. 4-~~ ":_cr~v~~tlon - I)o all excAVCttian of whrxtevcr r.iateriAls ~~~.couri c~re;l to provide sub~;rades suitable for to receive "~ye prvin~ to be constr~zctsd thereon and tiny other it®Ms c ~ dig~•ing And e,ccav~.t~n~; nOCes.~€€i~r or ?.nc:i.deritAl to ,~;ia puvin~ vror~t. 4-4 l:~is•~osAl of ~.'~Ztcr'.i~ls - i.tc€:~/ui;cd ::i€itex~iAls suitable _or ~. qhc: Q used to bt;cl, rill the txench raetzltin~; froYn the rerlavs_l of the :3toriE: ru`Fall, tznd And' ogler fir.' _:~-~,~~ on the pre~i.sa3 t3s May bc: e?ir~t~cted b•~~ tlxe Cor-tt~3t~sioner.~. Ill ehcess ~excAVr;teci materials not used on the trite s~iall be rornoved ana hcxuled to tllo i;our~ty Ho:~e property eASt of C€zrli sle, Pa. Ancl clepot3i ted t3.s and where d'? r©c teu. bNr the Cumber^1€.ir!C~. LOU31ty Corcm~issionors. 4-5 Sub-f rades shall be formed to ~;enarall~T corif orzi~ to the preseii~~rsdes anc;u or t~s direct©d chid ~t}kill be broti~Yit to unifor~ri firr:! thorot~;}ily corzj7r<<~tF~c;. wllrf£~ces r~~r roZZi n~~ with an approved road rollor. Any rock t1xAt rsay occur en th© slxrf£ice of the subs-rade shall be r©rsoved to a depth of 6 inches below the tap of the sub~r~id4 cued re~rAded Frith ecirth coMpacted. loll sub- ~;rtxdes shzill conform to prosent da.y sttzndrxa,ds for }1i~;ltifAy con~trLictt.on before the pavement is conntrlicteci. :~-:~ .~~:;a Course - Ovor the prepared sub~rad© canstruct a ~i~us iea atone btiso co~,zr~e; or' not lc:s:i {~l~~un ~~ inc'-~.es ._~;l~th After co~tp~,ctior:. The bs.so shall be constructed in courses and in Accor~.ance tivith the ctzr•rE~nt stancifirds for hi~hway* construction cis specified by the P~annsylvaniA DeaArtrient of 3~i~;YiwAys. :.'oas°:~a s ~t~n~; 3}call be Pdo. 4 A~~redate.Fine stones sh€zll l:~o ~,;o. 1 adre~;r~t©. ?Fine stone screeniz-i~s up to 2U psi°eaz~it of fine a;~ref;~~te t~s.y be used as final a~~plic~:tion for binder. 4-? Surz'ucs Course shall be plant mi.x bl.turninous concrete avin{; a 2 _:.nch finished dopth placed in t~s~o coursos. ~!'he bottom course shall b© course bonding material. the top course shall be flne sur~'f~ca raix. All rzater~als si2a11 be deposited and comiactscd to satisfactory tuziform even surfacos. Trzstall surfacQ materi.f~ls in accorc~anc© with current stanrz,~rci hi--~Z:rn~. constr~,ct;_c~xz .~;~~3ci.~'ic~~tions for this matc:r2al. 4~a :.Tien the wort is completed t~3i.s cantrs.ctor s'riaJ.l re~:inve all Qgnipmc~nt, thole, mac~iinQry, excess x:Zaterials and debris Maus d 1 ~ ;,-~~•`, _ ~ ~ ,~~~ ~ '-•~ 'L ~__c~ ry '7 , Q t ].I ~ - •J'•)E. %i t'--±>'1~, `t?1C;r f'.''... nC7'_'l~,_'{.( f''- si~all 1c~iVe l~~~Ei J_"t. ~ .~_ ~_i:'I-_:. • ~.1~~- 5-1 ~ copo -This cartrs~ctor shall furnish gill la'oor, matorifxls, 0o s, e~;tzip-aent anci forms as required end place all concrete conplat© as shown on the dravrings and in accordance with t}le;~t~ 3pOCifiC<<tions. 5»2 I~~atex~~.aia - mater shall be clo;an and free fro~x delatar~.ous matex~a'~I.s. .i'ortland C©rnent sJzsill coriS'orra. tc: '~±z< :. ~,;~.~,~~~„~c~ a~ac2fic"tions of U^o X1.5, i.'`. C-5' ltttost c3d~.ti~~i. acirid 811.x11 be clean }uxrcl sii€zr3.~ particlos frt~o from inJurious arsozuits of foreign nutstc~r? cfss. - 05 percezit gi1a11 peas a~`~ sieve and not :%zore~ L:•ian 3 p~src;ent s1~11 pass a x,`100 sieve. :;r~nci s1~a11 be well ~radac}. Crushed stone s'~iall ,,~, i'ror7 anti shell bo cle~+~n. _~-<; '..l rsaterials ~itiether plant .creftzlly izarzdlad axxd storf~~ 'orei~ n materials or clama~e ;~~.o quality of the i'inishecl hard, strong; cr~rstallino roc or on ti7e job raixod s:~all b© 3 to prevent thfl iriclus;.on oi' vtixicix ~ril:~ a.n rzriT,% RraU,,, r;t'i'oct proc:iuci. 5-~ i'r°onortioning - the proportions shall be such t2~at t}~e :^roritinf; Stress for the cohere to nt 2, `3 cia~ts is 3000 polznds per sq. Winch. T}1e i€~ter con1;e~~t II.S.~ullons ~~or 04 lb. sack oi' cfl:~ent s}call not excc~eci `7 gallons. The tz,~{°re~,~~.tes shall be proportionoc} that ~rb.on combined with thQ cerzent anc{ ~ts.ter the Unix ~ri11 be l~la;~tie a~x~ r...~r: bo rea.~',.ily ~vorlted into forns and around reinforci.r:~, OVEr t?Yt,.tercd sloppy concrete .~ixic?1 trill collect excessive lei tar.ceor fynes on the sur.faee r~rill b4 re,Jected anc~ it shall be t_ze re po2~sibi lit;;* of t?1e concrete ver:dor to rerxove t;ze rejected itzatc~rial fro~~i tns pre_nisos and at his o~rrn e~:iaenr~e. 5-5 !'ores shall con..~'orrn to t}.e shape, li.ne;z, and cii~tengions o"~ ~Fe mor,'oors as ca11©ci for on ti:e }~IFZxz3 anc: stiull be substarit3.a1 and suffici©ritly ti~_~lt to ;~rovE3nt loaka~e. ~_';~e foxes s7~.all bps sec~.zrely brs~ced or tir:d tok,et~er so ~: ~; to be riUici u:ici r~intr~in position alxcl atia;~c. • t -:~rr~a for all Qxi~oserl concrete v~ra11 s~.~rs.~.ces shall be ~,'.t}xer stool or y~lywoocl lined. Uil forms v~ith non staininFx, oil before depositing; eoncrc:te in then. • ~ IlOt disturb forms t~Titil thA concrete has Yiardenad ~;~zfficiez~tly~ to prevent eh3.p~zinF; or mur~ing clue to crcrlnary bul~ding oparatic;na. 5-~ Insorta and P~ttachrzents to b. rzn3'~any other cic;vices neee3sar~ or fastening other parts of thQ s true ttzre to tiie eo~.crc to s?~all be aet acc~zratsly anti Copt !n place during; the zo~_trl.n6 ark. curing oper~~tiona. 5-7 ~.'1FZCin~~e ~.n_fo~rc_i_n~: - Ingts.ll. rcinS'orci ?7~ accl.u°ately .~ pos- :~~3cii ~r~ -~Tsecizz,© a~aynst c~.a.sp2ac©riQnt thruu~h pour2n~; oporativns. All reinforce:~~er3t "?gall be co~pleta- ly ir;badded a ~au~"i i,c{ arzt czistrznco irz ;: .c; ~ourad caricreto to provide protection against corros.,.vii. ~~nless of}ier- wiae s}iotivn sill barn sir::tll be irrbadciQd not lt~ss t'~zn 2 the dlarleter of tlio bar. 1~ci:rforce~aQnt .;}ia1~ }>c, nFjw c14aZ uncozztod st©©l bii_•s r~ti;ill be 1efczr:zf.d„ 5=F3 ;"i:~'_n~_. i~oncrfs to -- fill ccrncret~ ~i?ci.rl~; and co:zvs~ring oqui j>.~ent s ztrl bey of improved ty;rea uriid clean grid in good i~orlcin£; condition to ~.riaures proper proportl.oni.n~ in so i'ar as t,`ie rnF~czhrtH is ciesitr_ed to control j~ro- portiorzing aril to insiu•e proper ~~ixirr~; ingraciionts. • oncrate aL-~rrc3~rxte3s g}Mali be *nS:~ed ~r~ ruzt~.l t_iera ; s _ _ . ix~.~ i.a __:J~~ v._'.7! i O~ ~,1f'. ~'l~.iaE3!'._?ll>i ?:..1f'`,j~C, ';.'~1 tCJ' ._:J ac3.ilP,C:1. `Phe mixer shall bQ eglziPped wi th a slaitable ciovieQ for acc~<x•€zte control ants ~,.draf.tting thH proper quantitf of ws.ter to each lzatc}i. The riixer sl~za,ll be c_~.i:~c:,,trfec7 conpletely before the r~ixaz° i s rec}Zar~;ed. Transit nixed co: ~crete will be aec~,ptatrle proviciins alb. of the forF,~ing epeciflct: ti on renuireMerts ar® rrzet Fznd the m:ixc~rs aa.•e of im}zrovec~ type desi~~ed to introcLucE the .prcr~sr ~.u~zount of water axzc3, at t'~ie ti.r1Q to proviac; tiic~ prapE~r ur:ol.urt of ~cirzg, tit}1 ureter before di s c?~i€u•~;i riF; . Aio rateiaper®4 coricret~: or corzcrc~te tl~zt lies partially h~~~rcic:ned or tirii3.ch is con'~.::-z5r.~.ft::"- _~c~~~~::. ~~~: , '- s:hnll ~;e rz3~:d in the eroz•':. ~ ~ .. - .. _ _ _ .. ;~ 5-9 '_I~ ncil~.n- find Pe~~os' tin ~~ -~:~ -, .- ~ .- ,t, - - '.~~ rec<.lve concrc;te s ia1:t ~~~i~~pczz°lf prekz~.z°ec: tsrid c ~riciitioned at t}ie t~•r,e pouring oS' concrot-e. • ~'~nv43• concr©te from the :~~c3xer to the tilace of :iyrir;l ~~-~zosit as directly anti qu{ ckly as pos:~i,ble }zy riot}ioc:s t:zzzt will prevent set°`re€;ation or ?oas of rrfitcrirzls. • ~}e}osit concrcta as nearl~r As practiruble in it find position and carry orl ;your; n~ opc~rGztions continuou.sl;; 1L~zti1 t..l.s suction is cozlplst;tcA, Coy)€~.ct ca*.~cretc thorou~;hl, b;;T suitable Weans u3 It is de;)oss ted End work thorou~,lzly around any reinforc(srzents along; and into t2ie corners of ttLe forms. ins top sui'a'aca stl~lll bo lovel uYlless ot~ler- vrise ~liovm. 5-10 Cur'~~~ of t;ai~erote - ldaint8~in a moist coxldyt~or_ in the C07?L'rC:'~f,' ~OI' ~ : 1~'£tJt f1.V~` iiEt`!'J c3fi:(il' ,'.)lE?Gf::":lf)::t. .~'Or high eiirly stronf;tli cozlc:: .:... ~...~; ..~:; ~ .>'~ ~;~ .~ ~.~.;.: ~~: _ _:~~: shall be Fit l~z&st ti~€A dt:. s. 5-11 i'in:Ls'i~nc° ~oncretc - ]=~zadi_~tsls- aftsr ro~aovin~ t.l( .~ orils rF3~novs F~.~_ ~ urn ties or Ureal; ~he_n of ~' '~~~ c'~ of tha :7ur~ ace ~.d fill tszc ~ ~olo:z cvi t}z ~ ;ro;z;;. Iiep€zir all defective or defsaced ~vo~°'.:. ~nis}L all Floor .Lrzd Wa?~~ t~l€zbs £zs sooai Ens ;araetlc;Fibl,. .'tor ;,>otu'inn. slab sux'face f:~.rziah ~t.1a11 be z~o.z()1it~1~.r;. ~,: E':3~ core all ,f oiilt€~ vaith c~1~~rovHC1 ,jos nt iron. edge curbs €ith ~1,)~)r~ved ec~~in~; iron. aura cu~"b corners on rac~iua Lzxi around tress as sYlov~rrl. ~.nst€L11 e~;)anaion ,joint zAtorial bt3f or3 ;~lacyzl~; concrete. 5-12 loot .~o~:t~zer 'tiegtzi~~.ents- llurin~ hots dry ~wra~zthsr maintain fl TT10_Jt Clll =n~ CQ22Cl:~tK i)1 ~?'? ~rB(lae~lt si.)Z'C.i~f~?1 Ol' €,~)t>r OVeCl x~stliodr~ Of' ~-~(:@ps ilk" ~~:~`.: :~iil'`'Li(:E ;Ifi v. 5-13 Ca1_d ,e~.t'.(~r rie~~tzir~~~~e.its- 1 ~,e fzde;U.<.;.te cyuipxie;zLt nrd sui a eye rlat}~ious to prevent concrsts Cx'om i'ree~.izzu dtzr ~ zlg cold ~r(~ut;ler. i+'ox':1~ tzxlc: Qurr~z.:z?~L11 be frc~o froz frost or ice. i;orxo 'c:tc Viril~n potu'(~c~ sric.ll liavQ a t(~rx;~ert~turs bety7eerl Pl0 ci~.~rnes i' €~nci 30 c~o~;reea ~'. a:.~. ttzo teYzperature ~:ifzll be rafzirzt~zineci at not ? esa t~lzz.rz GO c~eE;rnss i'or 5 cia.;Ts or 3 cl.~~e ~'qr 3x:`.~;h early stren~th.concrste. ido choatia£zb sY~i~.11 tie used F,uic.i .rill covc~r~n~; rxst(ri~~3.s s~zall ~;s non staining. 5-14 i'rot(~ a t. €~ kror~;. of t~z L:t.lOil E.if ~Ci ~,i172`~ it _ _r.:i©s o ,~rc~ Ten ~Ln~ (G~c:lE1~E'C: '~YO'ii e €zrc2zitset anc3 at - ~'rotaot tha finish©d ooi~crstc~ :)1)i'~'F1Ge ;1~aaLos t~iroizz;}l s~absac;uent s'~iFi11 be rc,~)€zirsd to tho aatisfrxetion w'Zn cc.)xlt~':~c;tc~rs ~,gj)©nst~, • .,c~ri a vz .>~ ~ s1;, 6-1 Sco ~e -This contractor shall furnish all labor, riaterials, .,-5 '~ .=c~z~zc ~unber shall bE; ne~~ Io. 1 ~~o. .ion .'ir cli.yc;nsion, c e~'an~ stra~E;lit and seasonal. ~-G :::•he~~tli= r~ s}~11 ba ido. ~: ~oxamon roofors or ap>roved ocual, c c~~in, seaisoned anti 3uituble for the use intt~zzdecl. 0o s, equipment and appurtenances required to construct the ~ara~e complete as s'raown on the cirriwin~~s and in accord- ance vrith tlic~ specific:~tions. 6-~: '~escriation - Constr~~et a tv~ro car stone ~;t-ra~e in the Togo s~iown on ttie drAwin~ and ; n accordr~nc© with the recllxiroznenta of tho drawing; ar_d specificc~tiona usi.n~; ston® salva~eci fro_a the existizi~ prison ~v~~ll. Tie reriovEil of which is specified under a sQparate heading. T}le ~ara~;e shall hRVe over hQad tirpe F;ars~;e doors and wood swiri~; type personnel door. hoof frar.~'.n~; shall be t~ooci with 20 year bonded type bu~_lt-up tar and felt roof, F*,.ravel surfaced. S-~ 1~'ootiri~*,s - F'ounclation walls and floor ~~._c'~ t~~roz~~ ~:~c~ll lie concrete as specifiod ~.ulcior "Concr6 ~:" . C-4 T.xterior walls s}call be stane~ raasorir;;~ flc s~~ecii _c:ci ~ir.~:er "Stone 1.asonrzr-r . ~-? Cant strips shall be wood. 6-£3 Coping; shall be stone coping: salvrx~cd i'ror,~ tlio e~xi:~t~.n prison wall. 6-~ Iioof sruzll be 5 ,aly pitch and felt built-up roof ~;ravol sizrt acQd instr~llnd in strict accarclance with the speci- fiea~tions of tlia }'a.rett Co. or Koppers Co. fora 20 gear bonclod roof on wood. Base flashinz;s shall b© fabric t;Tpe as us:xl `rJ~.t'i t;}~Q t1-pe of roof spocif.c:d S'oI' the warranty par ~_ od. G-10 Sheet rietal work shall be 2G ~~,a. ~alvanizacl iron for rain writer conductors anti attaclz~ents azicl work not built into the c o..c tru c ti ozi. Thi~ou~;2i wall under copizz~; s.nc r. ap f lresh- in~s z:z~ic< r~l~l~lirtF:r>,ance© built into the «ork s}loll be lei oz. copper. -11 3r>rsi ~e lioors s'~iall bo Mood overhead type con1~lete with operat- ~_ rzec~izlri3zn, h~crclvrr~re, locl.s rzzu: other usual apptu=tenr~nces -.~..1 as raarn_zfac~t~~rec.~ 1.~T* Overheard Door Corp. 13nrbar Col.z~an Rowe • c,'= apt~rovad eciual. `:~'Ize doors shall be 1 3~~ inch t}iicl~ess, c~wci shall lae j.nstallsci to fit ti;'~tly anu operritU easily. "~}ie loop=s s`~:1:~ ?~~e cn„iT~,~F~:1 ~.q. t',i r~.~~~'~o?= ~•~cf~t'_ci~ cc,al flt -!~},e botte~.,~ • ~,-12 ~'ersorrnel Uoor shall be of aize shown ruzd 1 3/~ ir:ch trrickness sus i typQ sv~:~n~; door with 1 ~/a rubtre~tted wood free. ~~2i© door shall be corlpletc~ with Muss 3-41" x 4.~,~~- butt hinges and a good mortisa lock. 6--13 X111 wor'~ sha11 be execut©ci in a s1~3.11Su1 ~vor't.~:zirii'.;:e rlann©1~ b`T mechanics skilled in ti2e:ir trade. • • a1JCTI01d VII • is'PdTI~AdCE A'1 IdUtiTH LIJD OF PRI S OT1 i3UI LDI T~ G AidD DOORS AT ~q LS T PRISON YARD (AID ~;11'T~i~~~aCE TO PRIa0I1 YaIlll IF ~~'IALL TS RLPATRr~ ) 7-1 Scope - ibis contractor shall furnish all labor, rlate~~i~~ls, tools and equipment required to remove the existint; doors and structure and constrizct the nevv entrance complete as shown on the dravvings and in accordance with the specific~~.tions. 7-2 Materials removed under this part of the contract and which is unsuitable for use in the new work becor~ies the property of the contractor and shall be removed from the pr ernises by him as part of the work. '7-3 The new foundations, steps, platforms , etc. shall be concrete plain or reinforced as shown on the drawings and shall be constructed in accordance with the specifications for "Concrete" 7-4 The stone walls shall be constructed in accordance ~^ri t~~ tie requirerlents of the specifications for"Stone I,°asonr~~" '7-5 Roof ov~:r ent~~ance sha_1 1.~e built-up {See specificu';,ion for ~,ara~*,e roof) 7-6 Roof supt~orts shall be pipe columns with channel frame. 7-7 Hand rails shall be l~" galy. iron pipe rail. 7-3 The platform shall be enclosed with 2 inch cYiain link mesh like the fence fabric. The fabric shall be attached securely to the columns and at the building. 7-9 The nevr door frar_Zes shall be fabricated from structural steel channels complete with stop angles and suitable approved r,~ethocls, for fastening sec~.zrely into the walls. Joints shall be welded with welds ground smooth. The doors shall be securely type Fabricated from steel plates ~ inch in thickness reinforced with angle stiff'ners and reinforcements. The doors shall be complete with heavy security type bin€~es which will not perrri.t easy rersoval of the doors. The doors shall also be equipped with secure locking devices. 7-10 All structural ffietal t-ror~ ~:~~~11 lie ;~~ii.~ted one shop coat of rust preventative pair,~t. • };C TI Oi3 VIII • __ r'1~Ih'L~IhG S-1 Scope - `Luis contractor shall furnish all labor, materials, equipn~er~t and tools required to complete all painting. B-2 1111 new wood trim and other exposed wood work shall ':~c painted one prime coat of approved priLnin~; paint. All exposed wood finish and all exposed iron both inside and outside of the buildings (except surfaces protected by galvanizing) shall be painted two finish coats of paint of colors to be selected. 8-3 Paint shall be lead and oil paint or a good prepared ou~s~de paint as rlanufacttu~ed by Pratt anti L~Arlbert Co. or equal. £3-4 Paint shall be applied on prepared surfaces that are in food condition to receive the paint finish and which will insure a first class job. Paint shall be applied w}len atmospheric conditions are suitable for painting and when a first class finish will be obtained. _'_~iIlt $~"lall i~C,' ,~_JJ1~C3C_ !:i c?C~.O'1'i:~<:.]:iCE.' ~litx t~1G IlctlitlFi~:tv_I'ers directions. 8-5 Paint shall be fresh and well r~~i.xed and s}call b~: bi=o-~~z,iit onto the ,job in the original labelled container:. S-6 The space markers shall be white lines 2 inc}ies wide and the space 1`43" white numberals. The paint shall be best quality white traffic marking paint equal to grades ~e~ for highway work 8-7 The paintinE; contractor shall protect the work of other trades from becoming marred by paint or by operations under his part of the contract. This contractor shall remove at his expense any paint that he has caused to be sj~illed dropped or placed on surfaces not to be painted. n-8 The site of the work shall be kept clean at all times and every precaution taken to prevent fire t}trough stored materials or Qperations tlnder this contract. B~(hen the work is coripleted all excess materials, equipment tools, containers, rags or other debris caused or used by this contractor shall be removed by rlim fro~:i t}ie promises. • • • li .:il/ ~~ T ~•T Ifl~i':'~'TIICI TI. Idi~f GI~FiI;C:;:: n /~t~t7-~-~ + J'~ U1i~r:.ii ~f1 ~-2 r`iJ a~~~*; i P~ 1I mntTT1~G li ViLiar 9-3 ~CU1'L 9 GT7h: ~. _: ~~ : l ~~ 9-5 ?Tl'L 7"V I l rl~) li~l V i iJ A J-'~ ~T`im~?Q~~ 1. ._ ';..:'.'.L; ~'hese spocii'ic~,tians and accol~palayinE; plazin c~=:sJ-~G {zl ~. Eeneral way tho alt©rat'_olln and adclytions :o t'ie steam basting systoz~ to provide llotzt in trio nc~w garage. ~'ru.s contract i:s to include all material., labor, perrzits, etc., n8G8suL:rJr for tl,o complete syst©ra slascifiod llerein- ai'~f~r. ~~11 rta.tarinla must be n®w az2d inst~alle~d according; to best ~>rncti cn. '`his Contractor ^IUSt comply with all ~tatQ statuto3, rules uncl regulations ~;ovornin~ vrorlt of this ch;.;.ractar. IIe shall also be re3ponsiblc~ for ar~y accident to race, material or prop©rty until the system ha3 Uoon accopt©d b;~ trie o~rli©rs. 1''ho r~ateriril and ~sorl~clanshl.p, rxust bc~ guarrantec;: for a period of one yes.r froze data of ucc®ptazlca. It is not intended that tly® clz•awin~s shall sriotiv every pipo, duc, fitting,, and ap~~liarice, and it is~ understood that wiLlo txia dr•awir:.;s rnzst bo follo~•~c~d as clonel~* ass circur:2atuncea v~ill perm.;. t, t~:is oo r~ trf~c for is hold ras~;~orrsiblo for. tho proper inn tullation of tho zaaterials sincl ac~liipr~cr.t to thq true intent and r~aanir:g of I~l.ans al2d spocyficc~tiona. 'zo heat' Ili eo.tr~:ctor will be ro4~tirad to 1'w.^ninh WSt~~out e::tra clla~y~;v to tizo o.,rners, all at{ch apj~liaz~cc~s as ar© necos::ary to co::zplotr, t.le_~Z;,t~,'? ~{~io.l ~n accoz•~~s~nce •~~~th bes L practi ~e. 2. U?''~'~~:~2IG ~i?.'~ ..'1.~.`%_i_ C; Fietztix~ ~„"bntr~actor Srl~.ll f1u•nish tree G~;izera Gong;:c~Lor Llitll t11® noccs3sL'Z'f ir'uorr•is:tion witlL.n sufficient ti .a so L'hat proper openings zzul,. be 1c~Yt in eoli- ntrizc Lion for his ht~ating ~•rork. If ho fsz? Is to ~;et tli:.s information to the eneral Cantz~s:ctor in t~r~e the ii©ating c;ontraetor aru~ll boar tYie agt~cI1S~ of tree net©assxry atztting anti patching to tree satisfaction of the Ln~;~nc~or. 3. wu()~'L; `.Phis contract sha11 Seclude. fi:.rniszl~.1.I~ ~zl~c: Ln:~ culling; ~st;eaz.~ ai~c: rc;turn piping; coverilz~;; heatizi€; sp~scialties; pip© hz~ngors; radiator hangars, ssuL~,~orts t~leeves; plates; etc. all as req~~,.red r''or a cozxpiQtQ aystar~i aw 3l~ocii'ied herainf:ft~:». 4. •:'''~t~~i:~;::_',~'~::;; 111 na~t z~a.terial and ~ror~~ziship :hall be ;us~rranteeu for €~ period of one d, cur z"ro~:r ~~~to of accoptaneQ 5. ~'ia'L: `:ll pip© unless notel other~~isQ shall be atar~dFird • L-~ei * it black steel ©qual to that rnanufac t~ir©d b;,* the 'rational rube Cor.~pany or the Jores and .bau~;hlin Coripan~T. 1;11 ,pipe must ba roaz~od sand cle~~ned bofore it is t~sser.~ibleci and I:,ropc~r provision rlado ~ or expansion nnci contrF~ction. • 6. ~~:`;~)Ti~~:'~,j~~: 611 new radiators s}w.ll b© Rational or c~quul of c;£i:i is ~.ro21(Convec for ~~© corxplet© with v~:lvas tend cabi2let ?. i~'.i :~~''_'i~a: Isli fittings shall b© of best ritiality gray c:zst row n o Cr. ~~n©, ';Jal~rort~~ or ap~rovad ©c~ual mFinui'mctur©. Provide for the disco~znaczian of Ripe '.~,~ tho us© oa fl~.ril;es and union3. TJnions to be of ?)art, Kewsneo or appa•ov©d equal. TTgQ a stiff r~ixt»re of oil anci grHphite on Male ttu•eadn only for screw ,jo? nts. Heating Contractor hue t2iQ option of v~elc?ing but if h© does so ~'uc~ory i°~.tt'r~r~ s??~.~1. be ,z~Fd b~hf3rovc~r br~ncl~ is over ~ cliamet®r o^ t?is n;~in. ~3. mi'>^; '.;teen tha work has boon corlplet©d tha ent:Lre systexs s. ~.~ ba tasted tinder a nin. gtQart prQ$su:.~e of 5 polxndn~ a.nc~ any rc~sult.Ln~, ?eaks or ciefE~cta must be ropair©d as part of tl~e work. `"ho co~tplatecl s~rste~n sr:nli be conplete free fron les.ks and in food ~~orkin~ condit~.on.