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HomeMy WebLinkAbout1964 C>F;R17FtCATE OF INSURANt'E 001M TI!, RELIANCE INSURANCE COMPANY f A Stock Celnpsny s Phllodotphlo, Ponncylvonlo THIS CERT11`10 that tho Reliance, Insurance Company has Isoued, to Ilia Insured named heraln, pollcles of Insurance which provide coverage as indicated below, Such pollclos are subject to the provlelono, conditions and limitations contained lhoroln, This CooAlflcate Is mallod to: June fl , 19611 I City of Denton Donton, Texas L Vivo ten 10 da s advance noti Qe The Reliance Inaurance Company wl! riGo'fdfe4Yr�yYp i7tiX�i i74agZfiF fidli�6tlCii ciYtF>Xflcto the above named Wider of this Ceriiflcate of any material change In or cancellation of these policies; t>�itGYlGlfpi+ICPl6?t1%Oftlt�C tlfA�70.iG1iXACriG7tllifr7[tlC]t4y�fltOt, MA2AnUa POLICGkp E%POIRT !ON bOUILY INJOW? LIABILl„ LIMITS PROPERTY UAIAAUL LIAIIILIIY MAILS NUM A Eech Person— —Ewh cc tit — pEec'7h�Awlddonnt AYgtogoll5a/� Premises Operations --- IN Elevators znc 1ud ed x X K _ — Sub-lot Operations _ ._. _____..__...__.__ Products—Including conlplotedOperations 11noluded Aggiegaiext'm-it s Contreclual-�CX µxa24p�l il�a� Included _ . .. I Y Thls coverage le providod undorl M Comprehensive, Cl Schedule Polloy _ ..`. OwnedAutamobilas_. _X_��_J�L_!1� )-._I0- � __.._. QLa __. � ��:na�?,.__ . ,ti .�� 12 ._.__xscx T Hired Automoblles XX6 x x x M Non-Owned Autotnobllos — __. .______---_.W__—_ —._ r_ __ ..___..___..__.� __-.-_ x X y. ___...._ -_ g.1.0 e� _. _ ________ _._______.__ ._._ _--- _.._. __ �. .. ._ .. .. ._ r This coverage Is provided under: Kj Comprahonolvo, L7 Schedule Policy -- Workman's Com onsatlon Ill — — ,— Com ensallon--Sfatulor y Limit E L. Llml..:_.t: -_krg-fary`-_.-1 ------- --I— — — -- worm ount Am Name of Insured and Addrossl Cullum Construction Company ) Inc , P, 0 , BOX B455 Dalian , Texas 75205 LoCallon of frisk and boscllptlon of operations: Anywhere i.n the State of Texas Construotion of water and sewer systems and any other operations undertaken by the Insured , bascrlption of Spoclflo Contracl(s)for which Certificate is Issued(indicate Types of Ageoclrents, party or Parties, and bates): Kit iKl'A"lt1C ' . I'1iOM W)Pf (,'0,. ..: _ By Aulhmlced C ,. Representative' __ 3 .._. ..-, ,.... ...._ .. ."--. 1.a2a t¢y pj,lP.sl.`i, 'I'!;XA1 (WA 'a1 Agents Of"1011FIC.ATE OF INSURAN(J'E' RELIANCE INSURANCE COMPANY � ,ly�l `�Ii tI1 J A elatk Company a PhIladelrhla, Penntylat+nla '� THIq CERTlFl to H Lance Insuranco Company line Issued, to ilia Insured named horoln, policies of Insurance which provldo covorngo as in uqh policloo are subject to the provisions, conditions and Ilmllallona contalnod thoroln• Juno ji , 196)) This Cortlflcato is mellad tot of Donoon Denton, TOxaF, L. r 7.ye t(]n 0 cite c;' njr— LU The Rallonco Insurance Company wll rif�kXi4titlj<1ftfoltW�•� 1 ' A'VtK( "ll(to the BUOY$ named he of tills CoAfficate of any mnlarlal change In or cancellation of tha'a policies, 70h � Fby?IKDf,HAZARDS IOY ExnIF♦ATION UDUILY INJUpY LIANILITY lIM1T8 I'HAMAt1E LIADILITY LIMI15 pppolL _ _ ..._ _ . - UhTE Eh Altenl Eor,l ABY $lisle a Premis$a ntlo,e � QZ�Q* ,,c �_ �_ l �b.�.- _ xxx IN glevatora CO. __�- -- Tilq u _ Sub'letOperatlons lri,0110d � ._ . _... proslucl$ Including - t compleled Operations ri4lUr�iOQ AggregateLlinTi � rla�{�Qt7� _. .....___ Conlraalunl-alK UiiZyibYtpbtiiiJF Il1C --- v Thle cuverag$ la provldod under l Compro}ienslvo, ( }Schedule Polley U Owned Automobile$ '�Q. �.{ .1� ,�-" �.._ :�q.i_Q�..— .r.�S14�A.44� t. S?�1Q40. _-- xxx Hlr$d AulomoUlles x x x - _ .. xxx c Non dwned Aulomobrlosa�u4i� - - -' B �_ e Tills coverage Is provided Under 1 Comprohanslve, CI bohodule Polley Workmen's Compensation w t' - 1 Cump$nsetion-Statutory Limit E. L. Limlt; w Ainiiani �i)urgiary Name of Insured and Addreasl Cullum 01onstruct,10n comgFInY , Inc; )7 , 0, Box 8111 )5 Dallas ) r1'ox80 75P05 Location of Rlsk and Uoacrlplion of Opo tat lonsl Anytghoro In the V�Ulto of mEra:l Conntruotion of.Witor and 13ONo r t3yetc)mg and any other c 01)krvationf; undortakon by Lilo Insured , Oescriptlon of hpaelflo Contrnct(s) far which Carllficate Is lesuod (Indicate Types of Agreements, Party or pertios, and Deter,): KL11K1�'L'I{I `IC.L'I{Or1 Ilk i�lt[<1��5 �1�1•(; .. � ,�� ByAuthorlred � `t �� rrr.,tir.1 nr ;,u: . fieproaenh,ily$; I �- - ',•i�`��,�,; ,- _.__ Agents CI*:IZ'1'II'I(:rf'I'I nF' INSORANCA' '" " RELIANCE INSURANCE COMPANY rpN�)� �iti I,J A Nock Company o Philadelphia# panneylvan;a 11113 CERTIFIES lhrtt ihn R0I18rICe Inwranco 0011111nny hall IaeLIOd, to tho Insured named hnraln, policies of Insuranco which provide covoulge as Indlcntad hulow, Such pollclos Oro suhImt to the provisions, conditions and IlnittaUuno contalned thorohn• Juno il , 19611 This Co+llhoolo Is mallod lot City of, Dorton r)t"ltotte 7�ciR}SN u.Svu tin a ndyringo nattoo bt4 ifKdbKrYbI��OriA�WIw16 '' named x holder o} this _ The Reliance Insurance Company will r�w�icY7flir �IfoMt?l��IXi�41fI1� VAX* ' up� ;der of / , lk1YlKtc the shove Certificate of any malorial cl+nngo In or cnncollntlan of those policies, _:. . • --=-'- - "-� UUCII.Y INJURY LIAOILITY LlMlfg f H01 CRTY UAIAAUE LVAUILIIY LlMllli ICY EX iRATION AA _,.._. NA2ANOa �IPMUGR U IT Each f'ereon Each AcclJanl Each Accident ggrege e me f'rnnlleee Operation s J fj '� '�-- { ► . ..__._� _ �. _.__ _ .. _ __ _-. xxx N Elevators XC101udt3d - _ Sub let Oporalione It O X d tt�9. _ . . . _. Iraducta Including L A68rogale l (InH, i...... complotodOporallons XnOlUdcad _.-.. .. . ._ __ . __—_ 1Oe0UQ.-. ....- -- ------ A Conlrnctuol--'AK i 8ii2FfaakPbYKJ3 T110 ludOd Y Tills covorege Is providad under; t Comprehensive,_ l_1 Sallodula policy_ -- OwnedAutomebllos .-- X. (4.. �! i ^.lS?~?3--- + t j��_ r, r x 11lred Autemohl1as u _._._._..____-._..._.._._ In01_- --- _.__.___ —. _ _�---- —__.._- -___-_ x x x M Non•Ownod Aulomobllos 0lud.Qd —,_-- o ._ This logo Is provldod undo# C<1 Canlprohanslvo, f] Schedule Policy Worklnull'sCompmis0llon r �4 W c'� t Compslig 0n--�Sintutory Llmil =nt $ �U., - - --_ �r.. Name of Insured and Address; W t,ullum Grgnf�uluotion Cornp, inyr Inc . P s 0 s 'r30X Do11as 'roxaa Location of Illsk and Description of Oporallons; Anywhot'o in the 4MAo of 7'(,x)lu Ccrnfllr,laotAon (,f witor find ar undoxtaknn by bho InDUCid s wcr ByFrtoms +oind tiny uLhR r tionn boscriplion of Spociffo contract(s) for which CO+llllcate Is losuod (Indicate Typos of Ag+eemonls, Party or harllss, and betea); _—_K Lit K1�J,'lll(;iC.TllpMl" } . � 13y Authorized K t t�Af It t<. — 1 ------- - - _ / yam_ j Representative; t{ - „ (, oonernl lt>!,+onts tre" "Oot b"P.;) 'I I fit, 1 '" "' CER77FICATE OF INSURANCE 61., RELIANCE INSURANCE COMPANY �µ" A Sack Company o Phlladeiphlo, ►anntylvenla cw THIS CERTIHO Ihnl iho Itolinnno hlsurnnco Company has Issuod, to Ills Insured nemod herein, pollclo9 of inenranoo which provide covur„go no Utdlcntod billow, hurh poll0ila nro 60NOcl to the provisions, conditions And limitations contelne(l Ihoroln, tills corifflcnlo Is mnilod lot Juno 11 , 196); Ctt.y r) t' `)tillWn ')r!nt on , 111(!X'18 L iva ton xU O a utivc, t nc�C1 0 The Reliance Insurance Company will J4U MOO�}Idit bl I**i'4}Wt W-fiW*419to the) Above nerned holder of this C6rti''0e1e of any mnlorlal ohange In or cnrtceilation of theso policies, *got Apf "O. HAZARDS pOLI Y CXF'61 ATION DOUILY INJURY LIABILITY LIMITS PROPENTY DAMAGE IMEfILITY LIMIT6 U HLP A _ _ _ -- D 7E Each Person Each AccIdant Each Accldenl AYYregete j promisee-0parati Oil s = �?' n7 7 T?w.''e►t w?"?�i�")'e i fC}cf'. Tv- evil ?3, , e Eltors 1f1oULS�Id - Suh:lot 0 ofnllon9 __._ _.._.. _- ._ . x x x L _ .__. . __h _. . _...._._... . Lnalucterd _._ Products Including _ .- c0m fated0 Operations - _ ... ._p._._ p _ Intl 11a11Lc1 Axgregete Llm7tl, , , r --- A - - ... _ __ -- --_ - _- ...._W-. _ A 7, �QQI JL --_ ( M11"A34" Ina 1 ud qtd __.. _ Y This 0overa a le ravidad unclar g p _ Com 4honelvo, f 9chodulo policy Owned Automoblles 4K d ° rt r$.i r FNrod AulomObiles �dy_, ,`, s x x x ° 1L9 �U�rtrt x x x M Mon Owfied AUlamobllea -` --- — — — _ . x x Y. This covorngo Is provided undor --- 7 L'omprehenswo, (] Bchedufo Polley or Menlo ComponsAUon > 7 HE ,.. .. ; Compeneallon--Btetulory Limit L Llmil; burglary _ t'ermt _ Amounl� Name of Insurod and Addranst 5} -- C ul�l�ti {iona L(8uc 1, L ''Jll (:'31'klt)tl r'ye itl0a r` PI' ,11L)X C11l'r !. Loonlion of ftlAand Do eel pUon nnywheiso in the) 'Itliti ,,t" Tc.'zran �'rlfl t I'll ? ['7n I f rr.k t-h unrlovtbkon by t.hta 3�)f�ull!I! , Oescrlplion of Bpochho Contracl(e) for which Ceftiflcote Is leguod (Indicate Types of Agreemonls, Party or Parties, and Data$), - - •--'77:-f�}4.}fit 1'f I+1 L�ai..,i.i. ...__.i •s.�•.�i1.".:4 _..._�._�A�1!]��[311 1AJii1.41 1 Representative; NY ,,gnntb CHANGE OR EXTRA WORK ORDER PROJECT: Pecan Cvnol< 'TnLorcepi;or CONTRACT: No . 011..1., MIC1 .111ox-.300 OWNER: City of Donl,or7, hhtni.oitrrsl 1.?uilding, Vonton,'1'oxars CONTRACTORr Clsllum Conetsucti.on C'ompnny, 11. 0. Ilex 81t55, 1)a11ns, 'roxas CHANGE ORDER NO. 1 DATE: Soptembor 30, 190; CHANGE OR EXTRA WORK TO BE PERFORMED _ Total }aid 1369a17L00 Owner Adding 12" Sower Line CromAng Poo-)n Creek at State Loop No. 288, �I1,�'I1Qtion Cosa, Itttimotn 1, 12" V.C, , S, S, Pipo in placo, 00 -61 Cut 12 L1 Y4 G $4,30 $ 51.60 2. 1.2" V,C. , S,,9# Pipe in placo, 61-8t Cu 1, 92 L.I'. f?3 1N.Ito 404 s 80 3, 12" V,( s $ .5, S. Pipe in place, 8s-loo Cli I; 116 L,1''. Cn; 4.60 533,60 4, 1.2" V, C:, r ; . 5. Pipe in pinco, 1.00-129 Cut 1.1.1, L.II', 0 4,90 (,111190 5, 12" VIC, , 11.81 Pipe in place$ 1.2.'-1111 CVL 2.o L.P. c 5,30 106.00 6. 12" V.C, , 1r,.3 4 ripe in placo, 10-1.61 Cat, 55 1,. P. © 6.30 3116. 50 7, 12" C1 'I4 Pipe on Piers, in pinoe, including cone oollarn 71; L,1'', 0 25,00 1850.00 Add or W(hlot for Pior Variation I!Z0.00 / 8. 8tr,ndnrd I0-•0" 1)i.r:. 14.11, to Gs depth .l Ench @21411600 2110100 9. Extra Mnnholo depth over 60 , complete 5 L, I", 017,00 65 ,00 10, Urrivol 1lmbbdment Materi.ril in place 25 C,X, fo) 11,70 , $4,376,90 Not (Incromo) (&anroasx( in contract amount { 49376,90 Royisod contract amount $371051.190 Not (Incronso) (docronso) to contract Limo of complotlon None Royisod contract Umo of compiotion Nono Rocommondod by Approyod by OWNER FREESE, NICHOLS AND ENDRESS Ol:lrlbulluni Approyod by CONTRACTOR i _ Owner CULiaJ CON5T11UC`�.1;0 �;0 41km INC. I --Conlreefor �r� /1/ � P, t. d A. Office ily _. " ` ' I .— Res, Enq,3-Stnto Health Department vjo rN�A i vY:L♦ PROJECT; Pec"M Crc:ok ;I11f,(:1'Lc:r,lsGr CONTRACT. ; o . 61;-1' t1;J1'(;-'r,x )o(i) 0 V`/Nt;R; I".i.l:y U:i� I)�71'il;Pirl, i':II I..].j!.11�l�. i1111..illa.ilia , I)i'1'11 U' ��i.. , CONTRACTOR. 6- u07.1.uu Cons ; ,aa Lion CHANOL. ORDLR NO, ;', DA'I'L•t 1iaruli'r'y %ill , 1,965 ..., 1. 4, •gl�.Lli�uu U 1:7Cui !-1 W01 ,0 'uC:� _ Ur'i;•:L,�Irti. ;,, i � mui;u 1>ltlr; r; .f>�;'7 - .';';'�1; , '�';�'L .a);) a ts7,i,f?nrnarl� iotiucr;.t;ud l�,tir �;:LI,;/ of i?onla,rt to J'�.t :L'uLuro drni_n�;�, stru�sttlrc�a . r l,ra for rol oc,�t i.orc at i3y l:Lb.j to b91.60 ..5 Paya-0,11 1;; ?) I I Equipa;t-mt Rontr 1. ); 'O.m I,'99j..a..l. SUP t,tfIv s:1.on tied Owrh�-arl Not (incroaso) (duornaso).in contract amount j:i, , L1H2.Ur Rovisod controct omouq W:i1);")') Not (incromul (docronso) in contract Limo of cornpl[ution Pii)i�r� Royisod contract4imo of corapiution ji()Yjtj Rocornmonclod by Approyod by OWNIUR FRELSC, NICHOLS AND LNDRL-55 1 Approyod by CONTRACTOR I -Nut 4 I --,Conlreolar I-- F. N. A V. offloo 3 Stain lioal,th Dopartm:)nt tj 8 'R � � 4 m � °gyp ✓ a . l ol 17 f-! r too ;j 41 14 1" , 0 '/-' Mw 11 ✓1 Q 'J ° I-li f `\`(`• �.. o bb ta Ow 14004 to m tl• Sri �LW E�y, b �f F�j . 0 +C1 vi 0 ,r, r 1 LU no .1 (0 t 1 CC)' W W g bb '44 7 !J `) a of o �qf 0 Ic7 .9 , � '�I �rf la i 0 w ° 1J r 1 Fi CSC w w a �! t4 Q O 1144 itl - q s irk °.A ++ .� N,llYrOt ol summ ►� y ° 1 Lai U O rn boo ' Q • � Its 04 . r? H 4r O U / w, l 491 i CITY 011' DENTON, TEXAS ScIMM RAGE SYSTEM IMPROVLIICNTS CONTRACT NO. 64-1 PECAN CRFoK INTERCEPTOR JANUARY 1964 WPC-Tex-300 MAYOR WARREN WHITSON COUNCTUIEN H, R. PEMBERTON RAY TAOLEDER TOP4 LANEY ALLEN SELF CITY MANAGER JACK REYNOLDS CITY. SECRETARY BR00KS HOLT UTILITY MANAGER FRANK DRUPVOND FREESE, NICHOLS AND ENDRESS CONSULTING FNGINCERS FORT WORTH, TEXAS DRNTON, TES U9 SEWLRAOP Sx8111f;1d 71rI':70Vl,rd VT;; CONTRACT NO. (91-.1 PECAN CRE1401( WPC-T161X-3,,)1) A I' UI'L ),Q- Bide to bo Openoclt 10100 A ,11. , Hay 19, 1964 iI„I1 CLAY SI;I B• ,P_ipe. Jointss Add the followings "An alternate bid is doaired for the uno of clay pipe with patented flexible oomprossion typo ,joints meeting ASTM Specification C425-60T. Bid proposal :items are included in this addendum and Shall be filled out and included with each bidders proposal , Field installation, with this type ,joint, shall be strictly in a000rdanco with the manufaoturorla recommendations. The Owner roserven the right to award thu Contract based on tieing flexible vomproosiors typo joints for any, al], or none of the various pipe sizes required for this projoet, fi The following prices shall bo full compensation for the coat of fern- shing pipe with flexible oompression type ,joints and shall also refloat the difference in inotallation Cost of this typo ,joint and that of hot poured bituminous typo ,joints; Item gebimatod Unit No , r ti _.- . . 6 &nt.i.ty Units r'ri.ca� Amt 1a hltrnish 12” 5,9, Clay Pipe w/ Floxible Compression Joints 42 L.F, 2a Furnish 15" 5.8. Clay pipe w/Flexible Compression Joints 1x357 L.F, 3a rUrnish 1811 S„s, Clay pipe - w/rlezible Comprossion Joints 5906 L,F, 4a Furnish 181, i`.,5, Clay pipe w/Ploxiblo Compression Joints 652 L.l , 5a P�rnioh 21” S,S. Clay pipe w/r'loxible Compression Joints %1 Loy, 6a hirnish 21" 1 ,S. Clay pipe w/Flexible Compresnion Joints 6, 532 L,F, Item Estimated Unit Ne, wantity Uni �price Amount 7a FL rnish 24" S, S, Clay Pipe w/Flexible Compression Joints 158 Lop, Ba Furnish 24" EIS. Cloy pipe w/>!l.exible Compression Joints 3059 L, P, pew 9a N rnish 3011 S.S. Clay pipe w/rioxiblo Compression Joints 3 733 L.F, _ l0a Mirniah 30" E- S, Clay Pipe w/Flexible Compression Joints 12 L,F ,� WD-TOTAL ( Items la thru Ion) � TOTAL AMOU 'T RASE BID Items 11 thro 61 TOTAL AMOUNT ALTERNATE, DID �- ELL, Uheet No, 6 - T. & P. R.R. Crossing Detail; Change the 36" corrugated, galvanized, metal Piro casing from No . 12 gauge to No, 10 gauge, MMBSE NICHOLS AND ENDRr53 Consulting Engi.neora Fort Worth, Texas May 7► 1964 V DENTONO TEXAS SEWERAGE SYSTEM IMPROVEMENTS CONTRACT N0, 641.7 PECAN CREEK INITRCEPTOR ADDENDUM Nb. 2 Bide to be Openeds 10r00 A .tdi , May 190 1964 Item No, 7L Railroad and liahwa���`aai aa The oarrier pipe for the State Loop No. 288 crossing shill' be ehv"d to vitrified clay pipe with patented fleAlble compression typs J6'4.hta lies of east iron ae specified and show on the Plana. All othar rsgnixi mnts in It** got 112 shall is in NVIt"bleb Installation shkU b6i in abcordance with the typioal section shorn on the attached drawing M899 M'"OU AND limsS � Consulting thginsers Fort Wortho 'texas may ill 19 10 11 1 r 1 J M' 2 1 f f ! it iWr �7T.pal�ifi r r .:_. r y 1'12fF"5sF' � NIC;F9CILC; A, l NC)F2[[5F5 ti t111!iU t. r l N U r,t r rr; c 1� t _f. i DENTON, TEXAS sRAOr; SYSTEM I14PRovEMrNTS CONTRACT NO. 64-1 PSCAN CREEK INTERCEPTOR WPC-rbX-300 AllDENOM NOt Bids to bo Openods 10100 A.M. , May 19, 1964 SPECIPICAT1ONs 1. Information and Speoial Instructions to Bidders, Page "b", Paragraph 41 Change time of oompletion from 180 to 270 oalendar days. 2. Proposal, Page "n"s Change time of oompletion from 180 to 270 calendar days. FREESE, NICHOLS AND ENDP,ESS Consulting Engineers Fort Worth, Texce May 15, 1964 CONTRACT DOCMENTS FOR PECAN CREEK INTERCEPTOR CONTRACT 64.1 TABLE OF CONTENTS INVITATION FOR BIDS a INFORMATION AND SPECIAL INSTRUCTION TO BIDDERS b SPECIAL PROVISIONS g FEDERAL WATER POLLUTION CONTROL ACT SPECIFICATIONS LABOR CLASSIFICATION AND VINIMUM WAGE SCALE PROPOSAL k CONTRACT AGREEMENT l PDIRFOR14ANCE BOND 3 PAYMENT BOND 5 GENERAL CONDITIONS 0r THE AGREEMENT DETAIL SPECIFICATIONS Item No, 101 - General Requirements 102 - Excavation and Backfill 103 - Concrete - Struoturall Cradle, Eta, 104 - Embedment for pipe 105 - Sewer Pipe 106 - Cast Iron Pipe and Fittings 107 - Installing MAY Sewer Pipe LOB - Installing Cast Iron Pipe 109 - Manholes 110 - Special Concrete Manhole Ill - Railroad and highway Crossings 112 - Replaoement of Street Surfaoes 113 „ Project Maintenanoe, Cleanup and Guarantee 114 - Basis of PaymW, INVITATION FOR BIDS Sealed proposals addressed to Jack Reynolds, City Hanager of Denton, Toxas will be received at the office of the City Manager in the Municipal Da ilding , until 1000 AM, May l9 , 1964 for the construction and completion of the fol. lowing item. CONTRACT NO, 64.1 PECAN CREEK INTERCEPTOR At this time and place the proposals will be publicly opened and road aloud, Any bid reooived after Closing time will be returned unopened. Copies of Plans, SpeCifioations, and Contract Documents are on file and may be examined without charge to the office of the Director of Utilities, Documents may be procured from Freese, Ni;;hols and Endress, Consulting Engi» nears, 407 Danciger Wilding# Fort Worth, Texas upon a deposit of $25,00 which deposit will be roN nded in whole or in part as provided in the Contract Documents. A oashier0a oheok , certified oheok or aoceptable Bidder0a bond payable to the City of Denton, Texas, in an amount not lase than five (5%) per cent of S,l, bid submitted must acoompany each bid as a guaranto© that, if awarded the con- tract, the Bidder will, within ten ( 10) days of award of the contract, enter into a contract and execute bonds on the forme provided in the Contract Documenta, Attention is called to the fact that not less than the prevailing wage rates as established by the City of Denton, Texas, and as horoinafter net forth in the Contract Documents heroinbefore described and which are made a part hereof, must be paid on thin project, In case of ambiguity or lack of clearness in stating proposal prices, the City of Denton, Texas, reserves the right to adopt, the rrist advantageous construction thereof, or to rojeot any or all bids, and waive forrnalitios. No bid may be withdrawn within thirty (30) days after date on which bids are opened. Non-discrimination in employment) Bidders on this work will be required to comply with the prosident's Executive Order No, 11114 and the provisions Of Executive Order Not 10925 as included theroin, The requirements for bidders and contraotore under this order, are explained in the specifications, CITY OF DENTON, TEXAS Jack Reynolds City Hanager a INFORMATION AND SPECIAL INSTRUCTIONS TO [ADDERS 1, Work to be Donet The work to be done comprises the furnishing of all materials, labor, tools , equipment and applia.ncee nooessary for the con- struction and completion of the Pecan Croak Interceptor Sewer Line for the City of Denton, Texas. The work shall consist of the furnishing and install,. ing of pipe, manholes and appurtenances , all as shown on the plans and as provided by these Specifications. The project site is in the north and east parts of the City as shown on the vicinity drawing. 2, Lt ard_of ontract.- The Owner reserves the right to award the contract' based on its decision as to the boat bid submitted. The Owner also re- serves the right to reject any or all bids, Unreasonable or unbalanced unit prices will be cause for rejection of any bid, 3• ? te�,. rim a,1 Furnisha Owner: The Owner will furn:;sh no materials. The Contractor shall furnish all materials, equipment, etc. 4, imo of Com let,�on: Tho Owner desires the work to be completed at the earliest pone ble rate. The project should be completed within 180 calendar days no set forth in the Special Provisions. BEE ADUENUUM N0, 3 In the event the Contractor fails to complete the project within the time set forth in the Proposal, the Owner may withhold rmanently from the payments to the Contractor the sum of Fifty ($50,00rpollaro per day as liquidated damages, as not forth in Section 4, (Y , page 17, of the General Conditions of the Agreement, 5. Did irm 4'o : Bids shall be made on the blank form attached and the coma plate documents and plans roturned with the bid. Bids not so made will be considered out or .form. b, Hid Be uri.t : fach proposal must be aroompanied by a certified check or aoaeptab a id bond in an amount equal to at least five (0) per cent Of the amount bid as a guarantee that, if awarded a contract, the bidder will execute such contract within ton (10) days in the form hereto attached and make bonds of one hundred (1000 per cent of the contract pi-ice, 70 Performance Bond: With the execution and delivery or the contract, the Contractors alb furnish porformanco bond for the full amount of the oon- tract, Dond shall be executed by an approved surety company authorized to do business in the State of Texas, and acceptable according to the latest list of companies holding Certificates of Authority from the Secretary of the Treasury of the United States of Amerioa, Performance Bond shall be arranged to extend for a period of one (1) year beyond the date of written aoceptanoe of the work by the Owner, to guarantee the repair and/or re- placement of defective materials and/or workmanship which may develop during this period, b 8. Pavmen_t Bonds In Addition to the ;nrf' ,rmanoe bond, the Contractor shall furnish a payment bond for the full aml=o, of the Contract, Payment bond shall be executed by an approved surety company authorized to do business in the State of Toxas, and acceptable according to the latest list of companies holding Certificates of Authority from the "Secretary of the Treasury of the United States of America, q, Internret gjon of eoifi.c, cpt_ i onns Any question as to the meaning of any specifications will be onswored by Addenchim which will be sent to all who have been furnishers with the plans and specifications, 10. figdor!s Knowlnd�re of Cond lanes Prior to the submission of the Pro- posal the Bidder shall have made a thorough examination of the site of the work and of the plans and specifications, and shall become informed as to the nature of the proposed oonstruotion, the kind of facilities required to carry out the construction, labor conditions, and all other matters that may affect the cost and time of completion of the work upon which he bids. 11, i�Lht-of- a s Without cost to the Contractor, the Owner shall provide all necessary right-of-way or easements required for the project, The bound- aries for these easements will be thirty (301 ) feet on each side of the center line of the sewer main, unless otherwiso indicated on the plans. The Con- tractor will be expeo`,jc1. and required to Iceap all of his activities within the boundaries of this sixty (601 ) foot casement. Unless specifically provided otherwise, the Contractor, as a part of the proJeot construction operations, shall clear all rights-of-way of obstruction which must be removed to make possible proper prosecution of the im rk. The Contraotor shall replace, repair and restore any improvements on or along the right-of-way or easements which may have boon removed or damaged in or due to his operation when ordered to do no by the s gineer. All property along and adjacent to the Contraotur's field of operation, especially but not limited to sod on highway right-of-way, lawne, yards, shrubs, trees and fences shall be adequately protected and when dammed or removed shall be repaired, replaced, renewed or otherwise put in a condition equal to or bettor than existed befve the Contractor caused such damages or removal, Tho Contractor shall not out any fences until gates are constim oted as shown on the Plans. The Contractor shall burn all brush, 'brash, etc, , and remove all rock larger than six ( G{'} inches from the project site, meat, The Contractor shall observe all regulations of the Texas highway Depart" 12. Chanae, �cation; No change in the alignment is contemplated) however, should a change be necessary, the Owns- reserves the right to make such ohangesl unless it can be clearly sho4m that such change works an undue hardship on the Contractor, no extra compensation will be allowed the Contractor. 0 13, Property Protections The Contractor will be expected and required to Protect all property, fences, livestock, etc , All gatoo shall be left in the condition they are foundl i,c, , looked gates shall be kept looked at all times except when in actual use, closed gates shall bo kept closed, etc. 14, pIape Ratast The Labor Classifications and Minimum Wago Rates set forth below have boon predetermined by the City of Donton,Toxas, in accordance with statutory requirements, as being the prevailing classifications and rates, and shall govern on all work porformod by the Contractor or any subcontractor. Soo Special Provisions. 15. 4Jater for Constructions The Owner will llrrniah all water required during construction= horaovor, attention is called to the fact that not all the pro- Joct is served with a water lino, Water will be available at points on the distribution system, The Contractor shall, at his expense, lay such lines and make such connections as he may need, subject tb the approval of the Water Department, 16, ate tvr1 Dovioeg,. 11atgrials and Proceneosr It the Contractor is required or desires to use any design, dovioe, material or process covered by leti•,er patent, or copyright, he shall provide for such use by suitable legal agroo- Mont with the patentee or owner of such patent, letter of copyrighted dosi.gn. It is mutually agreed and understood that without excoption the contract prices shall include till royalties or cost arising from patents, trademarks and copy- , rights in any way involved in the work, The Contractor and his sureties shall indemnify and save harmlosn the Owner from any and all claims for infringement by reason of the use of any such patented design, device, material or process or any trademark or copyright in connection %-rith tho work agreed to be pe: .formed under those Contract Documents, and shall indemnify the Owner for any cost, expense or damago which it may be obliged to nay by reason of such infringement at any time during the prosecution of the work or after completion of the work; provided hcwevor, that the Osoner will assume the .responsibility to defend any and all suite brought for the infringement of any patent claimed to be in- fringed upon by the design, typo of construction, or material or equipment specified in the Contract Documents furnished the Contractor by the Owner, and to ho?d the Contraotur harmloss on account of such suits, 17, P&,yments Payment will be made in accordance with the provisions of the Detsil Specifications, Partial payments will be made in accordance with the General Conditions of the Agreement , la, o d f J)' )l,opitt It is intended that all partios with an interest in the type of worlt included in the project as covered by these documents, be given a reasonable opportunity to examine the documents and prepare a bid or subs-hid without forfe).ture of deposit, Documents may be examined without charge as noted in the Notice to Bidders, Where documents are obtained from the Engineer upon a deposit as required in the Notice to Bidders, a ralland of deposit will be made on the following basist d (a) For bidders who submit a bona fide bid to the Oamer, a fiM refund of deposit will be made on one out of documents proaurad by such bidder. ( b) For other persona, i.o. , sub»contraotorri, material suppliers, equipment suppliers, eto. , a i1rll refund of deposit will be made on one sot of documents procured by such persons, provided the documents are retained in the possession of such persons not longer than sevan days (exclusive Of time allowed for mailing) . (o) For extra sets of documents (more than one Oct) obtained by bona fide bidders, or other persons, or for sets of documents obtained by persons other than bona fide bidders, that are held by mtoh persons longer than the stipulated time of seven (7) days, there will be made a refund of the doposit less the sum of $10,00 estimated to be the cost of reproduction of said documents. (d) No refund of deposit will be made on documents which are not returned to the Engineer on or before the 10th day after the date of reoeiving bids, 19, State Sales 1'84i The Clay of Denton, Texas, qualifies as an exempted agency under the Limited Sales, EXeiee and Use Tax Rules and Regulations of the State of Texas which set forth regulations on the 2% tax on sales in Texas. So that the City and the Contractor may be exempted from payment of the 2% sales tax on materials purchased and installed on this pro,jeot, the Contraotor will be required to submit to the City prior to thO final estimate a statement or bill setting forth the total coat of the materials purchased .for installation separated from the total cost of the skill and labor so;-vices required for their installation, Itomized quantities for each type and size of materials are to be inoluded in the material cost billing, The sum of those two costs shall equal the total and final oust of the project, Upon receipt of this statoment, the City of Denton will then issue a Certificate of Exemption to the Contractor that he may pass on to his supplier. In the event that the total material cost on the pro,joot is less than $1000.00,the above procedure will be optional to the Contractor. 20+ .SPlc� s _Taxs The City of Denton qualifies as an exempt eganoy under Article 20.04 of the Limited Sales, Excise, and Use Tax in the State of Texas► It is not required that any state salos taxes be paid on any materials inoorporated into the Completed projects however, materials which are used or consumed in performance of the work and which do not become a part of the completed project are not exempt and are subject to pales taxes, The City will furnish the Contractor an exemption cortiftoate for materials to be incorporated into the project, which certificate also shall be made available by the Contractor to his sub-oontraotors. The Contractor shall obtain the necessary permit or permits from the State Comptroller f mp o Rtb11c Aocounts allowing the purchase of materials for incorporation into the project without payment of sales taxes at the time of purchase and rhall require his suboontraotors to obtain such permi+,s, 0 There shall be shown as a part of the Proposal, in the spaces provided theroin, a segregation of the estimated total cost of materials and the estimated total cost of services, The Contraotor shall require his sub-eon- tractors to sign written sub-oontracts in which pricers are segregated for the estimated total oust of materials and the estimated total cost of services, END OF INFORMATION AND SPECIAL INSTRUCTIONS TO BIDDERS f S,PSCTA L PROVISIONS 1, Generale This project will be financed in part by u Federal Grant for Sewnga Treatment 4Jorks ,, Public Law 660, 2, Time allowed for Completions As met forth in the "Informntion and Special Instructions to Bidders,,, the time allotted for the oomp$'eti,on of all items of work shall be 270 consecutive calendar days , which time shall begin on the tenth day after the issuance of the Work Order, The Work Order shall consist of a written request by the Engineer to the Contractor to proceed with the ocnatruetion of the project, 3, e t and t Co Wed Btd fill be Aoceutedt Subject to the other requiremen s and st ptt a one in the peoiffioa ions and other Contract boauments, the Owner reserves the might to award the contract to the qualified responsible bidder submitting the lowest and best combined bid covering all seotione )f the project which �bhe Owner decides to award at this time. The Owrit,rr t. lso reserved the right to accept or reject any or all bids on any oti all sections if it is deemed to tie in the best Inter- est of the public, Further, the Owner reserves the right to reject any bids because of irregularity or to waive ouch irregularity if ouch Ration is in the public interest, 4, Anti-Kickbac�, �rgvisionst The Contractor will oomply with the regttla. tions of the SOorcitary of Labor made pursuant to the Anti-Kickback Act of June 13, 193t41, 40 U,,S,C, 276 (a ) , Arai any amendments or mcdifioations thereto , and will cause appropriate provisions to be i.nsevted in aubcon- treats to insure compliance therewith by all subcontractors subject there,. to, and will be responsible .for the submission of affidavits required of subcontractors thereunder, except as the Secretary of Labor may apecifi- 0011y provide for roanonable limitations, variations, tolorances and exemptions from the regtiiraments tliereor, This act provi�9es, among other things, than each contractor or sub., contractor engaged in the oonstruotion, prosecution, completion, or repair of nny public building or public work, or building or work financed in whole ov in part by loans or grants from a Federal agency, shall furnish each week a sworn affidavit with respect to the wages paid each of its employees engaged on work covorb�'t by Viesc rngu.lationa during the pro- coding wook1v pnyrou. period, Tht uf.fidrivit shall be executed and sworn to by the Contractor or subcontranbor who supervises the payment of r,nges, and shall be in the following form g SPATE OF COMPTY OF 1 , (Name of party signing affidavit) title) , being duly rworn to depose and say:TRA t I pay or supervise the payment of the persons employed by contractor or subcoonntraoto on the (building or work) ; that during the payroll period commencing on the _ day'of____ , 1963 And ending the .-..____. day of�r 1963► all persons employed on said project have been paid the full weekly wages earned, that no rebates have bee!► or will be made either directly or indirectly to or on behalf or said the full weekl y wages earned b an (oontractor or subcontrao r) f g Y Y person, other than permissible deduc- tions, as defined in the regulations under the "kiok-baok" Act (48 State 948) and described kl,owi Signature and 'f 7,117 Sworn to before me this day of _ 196 5. ,R.i�,h,.t 13f Aoo s t Representatives of the Texas Stater Department of P' bi. a ►you and he Unitod Gates Public Health Service shall havo access to the work wherever and whenever it is in preparation or progress and the contractor will provide proper faoilities for such aocess. 6, n', n S ci ioati.onst Whore materials or equipment are specified by A trade or r'd n tie it is not the intention of the 0amor to di.sorim. inate against an equal product of another manufacturer, but rather to not a derinite standard of quality or performance , qnd to establish an equal basis for the 01?aluation of bids. Where the words "equivalent", "proper", or equal to are used , they shall be understood to mean that the thing reforrsd to shall be proper, the equivalent of, or equal to home tiling, in the opinion or judgment of the Engineer. Unless otherwise specified, All materials shall be the beat of their respective kinds and shall be in al,l oases fully equal to approved samples, Notwi'. hatending that the words "are equal to" or other such expressions may be used in the opocifioationa in connection with a material, manufactured artioles o,� processes, tho material, article , or process, speoi.fiaally designated shall, bo uesd, unless a substituto shall be approved in writing by the EJnga.neer., and the Engineer shall, havo the right to require the use of such speoiii11a11tiv designated material, article or process h SPECIFICATIONS AND CONTRACT RFoJJMEtcNT8 FOR WORK ELIGIBLE FOR FEDERAL PARTICIPATION FEDERAL WATER POLLUTION CONTROL ACT (H'eblio Law 6609 as amended) i pH5 CO - P.L, 660 (12-19.63) SPECIFICATIONS AND CONTRACT REgUIRKMENTS FOR WORK ELIGIBLE. FOR FEDERAL PARTICIPATION FEDERAL WATER POLLUTION CONTROL ACT �1`ablic Law 660, as amended) 1 , OENERAL These requirements apply to all work for which Federal funds administered under Public Law 660 , as amended, are used as any part of the payment for such work, In the event of conflict with other requirements of the specifications or contract , the following stipulations must be complied with but will be considered as minimum requirements, Any ,3upplemental conditions , extensions or expansions of these requiretimta in other sections of the .Ipeciflcations are to be construed as a part of these requirements Bidders ' attention it specifically invited to Item 2 ofIthese requirements entitled +'Supplemental Instructions for Bidders" and Item 3 entitled 110ontrect Provisions , " 2, SUPPLEMENTAL INSTRUCTIONS FOR BIDDERS - NONDISCRIMINATION IN' EMPLOYMLNT Contracts for work under this proposal will obligate the contractors and subcontractors not to discriminate in employmet%.(. practices , BIDDERS MUST SUBMIT WITH THEIR INITIAL BID A SIGNED STATEMENT AS TO WIXTHER THEY HAVE PREVIOUSLY PERFORMED WORK SUMP= TO THE PRESIDENT 'S 9)(ECUTIVE ORDER NO, 10925, Bidders must, if requested, submit a omplidnee report concerning their employment practices and policies in order to maintain their eligibility to receive the award nf the contract , Successful biddern must, if requested, submit a list of all subcnntractore' who will perform work on the project and written signed statements from authorized agents of the labor poole '�Iith which they will of may deal for employees on the work together wick au,1porting information to the effect that said labor pools ' practices And policies are in conformiLy with Tsxecutive Order No. 10925 as amended by Executive Order No, '11114 and that said labor poGls will affirmatively cooperate in or offer no hindrance to the recruitment, employment and equal treatment of employees seeking omployment and performing work under the contract or , a certification as to what efforts have been trade to secure such statements when such agents or labor pools have. failed or refused to furnish same prior to the award of the contract, Successful bidders must be prepared to comply in all respects with the Contract I'rovieiana regarding nondiscriminstion, a copy of which follows, h. � tt PHS CG » P, L. 660 (12- 19-63) 3, CONTRACT IROVISIONS - NONDISCRIMINATION IN EMPLOYMENT Unless exempt in accordance with Fxecutive Order 10925, dated March 6, 1961) as amended , during the performance of work under this contract, the contractor agrees as follower (1) The contractor will not cilscriminnto a.gainsL any employee or applicant for employmvnL because of race , creed, color , or national origin, The contractor wf11 take afftrnwLive. action to cnnure that npplJ.canl:s arp employed , and that employees are treated during employmonL , without regard to their race, creed , color , or naLLona.l origin, Such action slial.l. include , but not be limited , to the followingt employment , upgrading, demotion or transfer; rates of pay or other fortes of compensation; and selection for training, inclslding apprentice- ship, The contractor agrees to post in 41onRpicunue places, available to employees slid applicants for employment , notices to ba provided by the owner setting forth thn provisior:a of LhLs nondiserlminnLlon clause , (2) The contractors wilt , In all sol.icItationa or advortisciiernts for employees placAd by or on behalf of the contractor , state that all qualified applicants will roeeive conaidernt•i,on for employmuhL without rugard to rnoo , creed , color , or national origin. (3) The contractor will send to oach labor uniolr or ropresenLative of workers with which he turn a colleel: 1ve bnrlltlJ.rilnl; ar;rurmuut or other ,,^.oritract or undorntauding, a rlot.ico , to be providorl by tiro owner , advising the Haid labor union or workers ' ropresonL'ativo of Lire cotttrnctor ' s coiruriitmuntts render this section, and shall post t!rrpios of the not: lcrr Jrr cnnurplcuoun placers avail able to employees nod applicanLS for employutenl , (4) The. contractor will comply with All provtsicnne of RXCCLIHVe Order No, 10925 ol.' March 6, 19610 as amended , sntd of the rules , r.egulattons, and relevant ordern of the 1'residerlt ' s Committee on L'gim), l%.rnployrn+inL OpporLuuity created thereby, (5) The cen.t:rnator Will furnish all inlormation rind repo to royufred by 1? PHS - CG - 1). L, 660 (12-29.63) (7) The contractor will include the pr,lvisionn of paragraphs (1) through (7) in every subcontract or purchase order unless oxomptod by rules , regulations, or orders of the Prosident 's Committee On Equal fmploymcnt Opportunity issued pursuant to Section 303 of executive Order No, 10925 of March 6 , 1961 , as amended, so that such provisions will be binding upon each subcontractor or vendor, The contractor will take auch fiction with respect to any subcontractor or purchase order as the Department of Health , Eduent•ion and Welfare may direct as a means' Of enforcing such provisions , ilicluding sanetfona for nonrompliancet Provided , however, that in Lho event the contractor becom( s involved in , or is threatened With , litigation with n RVbconL rite tor or vondor as n rokul.t of such direction by L110 Department: of health, Rduentio-a and Welfare, Lho contractor may request the Unit(..() States Co enter into such litigation to proL•oct Lhc intorests of the United StaLes , 4. SPECIFICATIONS FOR THE WORK All work required by the contract shall be performed in accordance with the plans and specifications including alterations thereto as approved by the Surgeon General of the Public Health Service , 5 , SAFETY STANDA� RDf AND ACCIDENT PREVENTION With respect to, all work porformed under this contract the contractor ' shallt (1) Comply with the safety standards provisions of applicable laws , building and construction codos and the "Manual of Accident Prevention in Construction" published by tho Annoc iced Conera'1' Coil tractors of America . (2) Rxorcf jo every precautlou at rill Liincs for Lhu provOnl:lon of accidents and Lho protection of pej�s �nk (including omployeos) and property, (3) lAainLafn al: Iti.s office or other well known place at the job site , all articles necessary !'on' giving; firs L' aid to Lho injured , and shall make standing nrranp,amentn for the ftimodfatr, removal to e 1106pit4l or a doctor' s care of parsons (including; nniployces) who piny be injured on the job site , In no case , shall Omployc:es he pormittcd to work aL• it .101) site berore the employer has made a standing; arrangomunt for removal of i.njurud per.aona Lo a hospital or a doctor 's Coca . (4) Thu cng lnoc,� shrill hove l.ltu Vif;hL to ro.cfuire the contractor to modify his methods and/or OquipmenL, if Wich, in the opinion of the engineer constitutes n s'ifety hszard Lo property , pOroon•t+eel , or public snfeLy, 6. RDERAL, STATY AND LOOM, LAWS Tlw oonLractur shall conform I:o 111.1, nppl.i.cablo Fodoral , state and local laws and the rules ocnct regulaLiont, of all nuthoritf.es having jurisdiction over the construction of Lho projocL , No stnte.ment or requirriment in these specifi- cations ,shall be construed to abrogate any ,applicable Federal , state or local law, Each and every provision of law and clause required by law to be inserted in this contract shall he doomed to he Inserted horcin and the contract shall ILA -3- . ; � �4 r u' Z r .�R �T• • fi s PHS - Cc - r, 1„ 660 (12- 19.63) be read and enforced as though It wnre Included herein , and if through mistake or otherwise any such provision is not inserted , or is not correctly inserted , then upon application of either party the contract shall forthwith be physically amended to make such insertion or correction, 7, INSPECTION The contractor shah provide proper facilities for and access to all work under tiro contract wherever it is in preparation or progress to representatives of the Department of Health, Education and Welfare and the state, H , INCLUSION IN SUBCONTRACTS The contractor shall include all applicable provisiotta of this section of the specifications in all subcontracts for work to be performed under this contract, 9, TRADE NAMES AND MATERIALS Where materials or equipment are specified by a trade or brand name, it it not the intention of the owner to discriminate against an equal product of another manufacturer, but rather to set a definite standard of quality or performance , and to establish an equal basis for the eval.tjation of hide , Whew the words "gquivalent" , "proper" , or '"equal to'" are used, they shall be under- stood to mean that the thing referred to shall be proper, the equivalent of, or equal to some outer thing , itn the opinion or Judgment of the engineer. Unless otherwise specified , all materials shall, he the bent; of their respective kinds and shall be in all rases fully equal to approved samples . Notwithstanding that the words "aro equal to" or other such expressions may be used in the specifications l.n connection with a material , manufactured article or process , the materiel , article , or process, specifically designated shall, be used , unless a aubstituty shall be approved in wr.it,ing by the engineer, and the engineer shall have the right to require the use of such specifically designated material , article or process , No material which has boon used by the contractor for any temporary purpose whatever is to be incorporated in the permanent structure without written con- sent of the engineer, 10, LABOR STANDARDS The labor standards provisions contained in Form OM-1020 and tale wage determination which implements the requirements of the Federal Water Poll•.ation Control Act shall be complied with in the performance of all work u:idor this contract, -4. .19661"90 ANTI-KICKBACK RIOULATIONS - I puli ;1'11111(1'11 111111111}; hV 1)11• hr.(i1 nI I I'Pdi'!dl ill!Cill�'1 -pl- Upoll nlr ll l,lliun U, al1r Ill ifil I%II I II'll IRA Inn%mol fill') d'r ti(1II'GIIy rpf LIIIIUI IN I1 pl utltn 11 ,hl Rllli,ll IgI11 t.11lullk t'jil l- 11011 (1 It ill) II� I.Ilhol, ;I lnl SollIf II fit [If,, stel1(LU 111 ,II Il ll l)1 COPELAND REGULATIONS FOR CONTRACTORS AND SUBCONTRACTORS ON PUBLIC BUILDING AND PUBLIC WORK unnnk l"IfT;ill,rs, ;nlll reelolohut Iloul Ill(, l(ilu11rno nt. ,i) Ihn n pni;otia m 111)(1 '1 ;,1111 ( sv4 droll slll)lrt I I❑ , - I 1 1 l) 111 1111', of tioli,mill, 0111 dill)% AND 1011 BUILDING AND WORK FINANCtlD 111 WHOLE OR 11'1 PART BY LOANS OR GRANTS FROM THE UNITED lua> vl,Irfl . In Iv1y ;4111II,II.-It V1,1_11 innd1ltullt t I)nr tirrmLU � q i,a1x,1 (111tp h( nladr by ft Id(at In eft [Uhl not Ill STATES (29 CFA, Par( 3) Trill It.. lifl7, at Iunrnrlr(I .11 1:1 I' ft 'I,!l, :!4 P.k, 'ai'll Ilrrsnn lot 1n11u1111shf1I It-, % oI g1oup 1,110il Of r,tinultlll .Is%fIt lit uul, it I)I itII ; of loIIto, !, _ or 1111' if i 1 Mir xra 4 hturrljaniaun! to ;I?! n( )talt 1Y, lIt'if, !!l.SLn, 9 11t1 lia ,IYal, !!li', li't,SYul. 1011 %;! .1'1111. 'ir,7 111 f' ,1 !' "'7 7 .I,i Rtlhlrinrtill 117 nvv'AIf llrrtriterfitI ag1111u futi1?,With 'lift(to, wllri( 1 S , I 1 ( , ,.tr 1, I ped seta !lh d tit 74ttrtu( Poole - hi � I IrG1I ell' I Iilnt tour)lif lit III(. cIItl nr 111 IU 15 (4.. 1 l' /,rr butt uJ rrrrAlr Jre1 nil,rrnrdr Ili) I.nrb 51? rkly llnlrnonl thilil )rd l' r I f Y/»rnol •!, 1?)1? (nnhhlHttl urrtranlrrirtrla fn(Lft+le7f i ilnumr tl, 1417, ;17n r1 !, 191:, ,1lrq'!r, 19J;t,,'nsr 20, /leftI f�ibienrt 5, PYlR rIt f,rrdl 17 I f y um to fill rilrul, I I. li ty l !'?dlfihlt, Gol rI a , pr;i, n)ul f)rrrr.J�r1 !'!, 145111. dltt ftl(nllf-I dw 1voolar(Pill IkIllvnt rhoIf, o Irallll l'1 r'nit, isilhii ern mij;of it or, �ulfir oorraf I'if. or dhq alllifulyd prr%110 dnrc lad ( y 1 l 1 tote dl p( I tjI to It outkr o pfuln 6l' hr,irf71 rlxrtt - or illrlinvdly I'rIIIiI Ihr dtdur rrpl to l'lllnllsn ftl I% h's'dr'i'li (ll' 4110{1 ilkllnPy 111 tIIa}ix. ;II IIR 11 of IIf'o. A vully. 01 Illy SreIr Iity)k IIr1,11h111 411;1If Ile 44.11 1 141 Ilia Ili illu hllllillllll la work, Ill, 11 tul'l'e is ito 11 utSPldi111%r Ul a ;I)Iph(inll 111111 1[14. I ,'dl't,ll 4Pr114t' i'ollrClilpl1. TIME 29-•LABOR (l'J fiy l'I'1' otioll paid h � 11 I711111whil.or subll Alll'eliol ill Ill? I'Plh'1-iii (1[ SLIM' illif-my. Ill Ill), sIlu of Ihr I'll 11rili Ur work, Ili?' fP. In nr,ul,l; rlr l' y 51111 )Fill shall In• IIiIIt •d Ilk' 1111 rnnU nrhn w to hs uuUarlrll , 1 1 with Ind of]IgI I Io 1111 sfuud.ud.c it 1n1Ih 4 I rr (uptltulli41a, pn,srcutiau, cufn 114 with n s I l : t + u ski itIIaglaIj1 flj Ilulnal(h f l of 10101, ua Ili b ill e "c SUBTITLE A--OFFICE Of THE SECRETARY titoil r fix if huhnr uI I u( i1 f11rtt, It- a I Idtlal ftl "Intl ,% •ru(y lIitItraIti)I IIIr � I 111 I ( 7 fu srl 4f 1A10A 1111, of rrpinl of a polrhr huJdlnit 111' Iulyl{1 work or hnfl(lioµ �k unit, lrnrrul pf•nnistinn is 1111x11 Iulnud lit IT ill, ill Lull dr. uI' % I k Il11anrrd ht %%IIMI( (11 'iit 11,111 it to ins or gfaols I'ronl fit filirmring 11101 I l lrlhq; ur work: Altrr Wch (vilmnanrlll nod urlinur fi+r^ 1 k f Part 3 Cenbaalors and8uhronfruelars on /ublte fiuildln and rhrck ills 11111 so be nulrir; sorb sudcuirflt, oru rn 1 Ihemnl, .b;dl C 11111 l)nilyd 411114 iti ('1111) nt'Pf 111111 11'Ilbl l'1lI� ' N'n rcX,' Ilogmrl- y f l] 'Mir i,aynlrlll 111' Ilia ntr'('l nikr. Irlf('. of 111dfM y 4'I Muhlle Work and or Iulldlh4 an(( Work flnanted In Who)• Ices of fully rnnfl'arionl rrlullnnuld t nI1F,rd In rxitl I r w 1"' kl'In m'+fiinLll', of 4111111 hr. irwlrluhlcd lugrthrr wit11 :1 I ftl I n,t So" i n 1 I I I ht. ti I lr- I h u u fdln I q . null Ilouds it I htilyd ISUtle4 J'aa Fav l It Mott or In Part by loam or prunh Front the UnINd Slates and Ihr 1-rnl ralployrr, of in y. vlulaiinal ip auuldnucr wfill iylplil+Ih11' luorxdurri �'.I. ,I puN"11) 1 by Illy lJllflc I Shiers l)I. I;u7nntill 411 I,ithor. I'll '! hr. repnya (wt- ftl ionns In m Ihr po n•host of %burrs ( ;) lh lrtl Is�rsots" lurludce a e)uulsr, ! hied. lit it ofV1111% alt 11111of end filwrno'd in ne(unlunrc wtilb '1111 111111 Jill%' Idl III ( l 11 I'Ialll,fit,I;t Inlx'. } 4.11 enuUnNOr 111 s%ih%41nnneull I ,4I II .. rvr lie, Illsrtll'I of (iulun11JIif I'rrlrlul ur 1 1 (h fCa i 1 Itl 111 lit fl 1't 1 %Y110 liuot. I 1 Ill .lute rrlgl Va of Ihr cnnlrntior'o1 kobinnlr;u:' tso kl , jnlylull ncofds fill It Irriull of 11111-1 spars I'Init i o r Ili Shur I I I till tunoll +I,tlutrv, 1 i Itlrkly 10110lr 1144it t5ilh f'ry1r(I lu Il+ynirlll of o',1 rr. Inl't n pig lillel' ill' ulbi't't of Ihr 1,'n111)AC for or SILO(ulllUU'lux t it }) I 4. 1 11,1. d ('all ('4111 l 1111111 TUn s IU n I'rvle1'aI ow111111111 Jill u r xnnl)slrunn of Ihr fit I. Ih(� payroll r!u]Idt Nitro 11 srl tool uune,llol 7 '1.111 H 1 plash }{us I rut tgndlon I Io$rly tfillnrrlrll kith Iln't euultoctul or tuhcoil- ' h 1yl. V I ,SuLlniwlal ftl %%reLii' tf,urinrlNt :u1d Ihr ptev�l vuliilh Hllr io4p,r 1 it'll I tu�r ill el(' 'AItt1 rnntplrl fly 1111 italnr 14111 nddfi•+A IIf 111111 14.1x1111 arkly tioT(ill oraldt ua1 left its p;u+nl, stlhsidimliI of ollLrewim. and nn oflil'hr ill i1 lront f4) Ilan' pa nlrul Iif Ilut t or nl'rnllunw ftl unitllililorrl l 6 ,ltd ulrr ullua, felt rnrrrlt 1lnssf iiri+UP U, Iola of uI dafle lull I Intuit 7a Rglnhl (frdill iun4 ill curb torlxonan , wrrkl nuulhll oi' Ilulrl %t l > I nnrr rorllpanl�ee ur 144o,intinils I'dr metilltlnl ur 9u1% Ilodlrnlinif Lli krynlaannk p�u1 ftl IIlou.0 1, 1 rkt•rl, fleduelfoos Ili f ro Will ncolal in%uf nnrr N'hrl i� Ihr rut It- II' 'I'hl� Irr ref 'al)rdrrll h�rney ulriiaa Ihh I fnilMd 417drsl 14.11 rrs Illlrl 4i r v I ! lyrr 4 not rt r ufrcd II t 1-e, IIIal Srllr 'j ton n'Ipdalii ul5, , , . . k, 1 III 1 fIylldl 11.Cfn116 kllllli hl^ nr,llelf nWldoh r ill 1 i Iuf,d Jura tU % i 1 , 1 t t U nninnl ndmlol' I)ol Iftielei (Il r.'U ti nlhifL allr� hIi t'XUru1H'r dl'loll[ nis In11P toll tlmrt !tor r r, l i )ply sNr11 IL eol'll ilcl! 61'...hhnall ls. II Ilrlrfiallnn 111 der Siallllu,i 111 I„dxn. I 1 np tAbil I))' the i'n11hilelln" nllhrr ur his nodlul (fQ :ow I Imitiuus lei r )Irndt�nrrstnblithfnrn t4.1 n4bofiiktraII%k-upr'ntn%, told 11lo utnt'ii' itxd lelnsrulntivc, ;tutl_b aWhuu)rvl lrl th kill truss toad to (.unlmunu Atnilollt l y 111u•ulullyrt of Ihr Ghr,xla. y �$ i I 10 ;111 LSUI tI ,Inll;i It S. Jill .r, 7, Iif Slut. 'fill .n InIllicit of [lift I)Ili[(:( Stilll!.d and of UIn.;1)ir(rirh of (ialu lubinl I)tr l;u,fural ftl ( vl n nrmull d %i, hI .SII"L "I 1 1 T A.fl III I:.'t(: 17101, n II.S.1:. II'Ll" 11t('111tlltlg t.11rl)(11oll lolls Fill nr 41,11) ,liti: l '• H ill Ri'•u ur lilliuu mart. Itllrrrn9 (Wil-ill NotiI l 1 i l.. NI 41y, 1111 VI. 114P. 1141:k Ul l7 �r.ft, fill''). as hunt'I I(Ifi f. it ) . r .. I) ).. h fIIllla Uuh I(1A..AIR] IlendnY Ahil (lifl't Iahc'1'n . 1 I Ito l:1 f.lt. 1, 1. 13 11 rib n ioII1f13sn Ir nnut • - S' •, , , I I Soft, f.) � ( if,l.. In I fl s 1 IIn na11nnul, 1A41 1 6, to %1111th Is hrnehru111y o%cnrd b Ihn linnad SIu1x b, 11111111- 6 c a frfllluu uu%u�(s fu SIII ! ' f '$ l,�l lIniotl JrdarrRlro, 1i lllHmtlunt for.. rbr Iif its I - , . '+ i I �I hdu(11unt: 14ur;'al ill IIIill nl,ilsitmrtahtl,sli. I, SIISuu.11111E atanlrn+list:1010; If11aI If or ; n ' u111 (' 1tI i t O �I toll, If111511(xltubl uu I I I ,.. ) I ) l l,Itu Ilk Ihr hall 1111 Rlll%, 1'1110 I1' 1111 Infrtfll P ,(•fl11skil '�.� I 1111( ltul'k prrII111k Ill' %prl'in! Mtn to lll'ill<. 1,411,nn ti1al, 11111, nt llulrlldrrf cr 14, 7 11,ha Still. I In, l4aall Milli,W(', k,1'17 I I f )ll , f..,l held (fl ildr ril I , . , t ) „ ll)IIIIICInt lli;tnrn•cI allad InNlllnuIlh11f115. . - � } ult'!1(alrah 107, 1.13,1, 1fl I .R.. I)hr .Slue 7111, 71:1,111 t IIt7 $IIII oil kilil .toll let 1111., 115 Stitt. 1'I, at alILL11ded; I r -qt r f 1) Wh('rn 1'4.[ +ilft!II lilt. I'1.11rrnl SI,'Ir I T ur'I i X11 if hfl7,titawrlrrlaLu I IJt 9�9, . ,,41, .1UlI I n , r I %111tu1JF. ut t1 In flu} ui5r Ill wlor6 Ihr i111fllolro ( It- I 1 'fit!' !lrih iNL��rS; I: 119fI 'I'llfl'I'itilid'. 4'3 Ir.Bt'1"Ilnl' flan, III � flrdinuurrk lei hu mule h lhu rfn 111 ,1 � r , t ,, I 1 It- % nut hi11t 11111 y p ) ,I lu ftl iln taq; s reuicfl and aoI1111 Irxolotn of di4 roslllol of his tvn ,p fi 'I f, II,S.t I:Illlttlllfl, Ili l:.ti,ia1111;I�l�ll,L:I lI13.L', ':,41 .yfl0;dztl.R,ta,1111. i; .i.3 11'rlkh ltnlrlfui17ur/h 1111/1111 ftl ftu PrfirHl u�7rrt�frr. (h)'AS (II' IfIP.. nln llu �re..1. ! }, l } 11111, 1 ustd. n 11114 srrhun, Ihr u' m riff a uyrr ,sh,rll 'lift ripply Irr l , rvhxthrl olallr. fn. rwsh ill 1)v Ifiar.k en , lro,1 r. •I j ,. � 'I1 .!uaJnlrnrn! Irn�n. 1'1101 rrµul!'uona 111 tole Intlitrr 1 , l} Nu(ul I[4. plcluytrtrgl of toiluvs wnhool distnullt a, > u.h 1 p,lynuul prtannk Ill 1.61ktllununfl9 htvhvl-thou dolt ill lahonn of-uul, l h uauh' to lilt rnlpluprt Is r,uuudu7rd a (ICduelinll uwhy the punnulknlyd lu Aid 111 Ulc Ill luru'nalnf7ll' IhA ('Inpcllult vent; Ilk cha rm art(] tfow who ;it du' iuilnrllinty lu (I v' f iuti Icsti ripduuuas NI tuts null Nuuulydaftl R1nL !11U, rill SIIN, IIhJ„ 10 "1101, 10111 72 ,ti(ILI.,1111f7; p.l it,rs of sn(.Ji fJ) Ileduetlook rr'rlolird by form puirris iinwid(vl Illm Ihr I Vuif I e h' rnlllluvras, l i,1 1111 it 11 111 tlulll br uufsfrutd lit ploatit aiardulur - III Illlil. IU r4l;lrtLitr till. )ill' x1sc UI Illy , rili-Kick'. I. runllaelul' of .tll hrulllluriur w1tl Ilnl hr ,x1111111111 In olHkl tnrfl ,` , y,. f ( 1) ,inr6 rnntrnrll)I ur tuhtt,nlr�o?tot rn tlu,rll in Ihr•. r..l. tioo ttinril I�It Ialtlf,lt for of linke,n tl '%v ' 1 n vlydurlfua ill lnvnr ti ! II t Ira kof u, of In 1111 11,11 k tAl'4 ,1k union+it''rl (G2 Slue, 7111, J�i I�„S,(,, 1111}. I u Ifutlt, I I t u' f drt� rdlliru Iel. sflhrnittrnrtol. i,1 ;ib � ,. 4uiulula oftnll itllon, l',1 b1 Ilrtfuu, or It- 1081 n LUIS alhPt xI f1lse ill kund troll+ <ilolrld hnvb knnNd 'd1(I' Ito 111 hH41l � (' � r� . 1 I 1 (a 11ht� I h 1 Ifll` I ,1 1 115 unlrndxd (96 Sled, f l.) l, IJ AIId, II}III 54 41111. ; i I . , .. �. ..J , . alhllldetl prfsoa nt whrrx vnllullim'nl IOIIAIxatrinuu rsrtfs. - • - ll rt !• , Jul of ollifa. Notk, ,n hoArinl,.. in Nntk Co'lou'r( 111 w1loh. nr fontouoli, sl,lurinlda. Ihr hrdef to iglrm1 r?nn ,halrl milt I tit I ,n 9 ) f 1111 �18r 411 I .S.(,. ..Ib(1)1 rl'.krgl) Ilhil toferlih'' (111111 111 , .i II ,,, Ill' I I b) buy rlr,duLlirnl: Ik HInU >Ino11%sfldr N'Idn6 J11 Ilk all-rls sir � , I ,It at ,alt oI f,11uui haul n 1 f fltllul di!o�x) , ih;111 IiuHish I , Ito 1l, thtol I l [lilt( i '(11 nuly n41lify Ihr unnuui for nI tl;gilas1111111•rhton(:.. finl'r uf.p.iy adP llhnr, ihr. filHawlnf . slandArd.ti :ulll. ttnlhlts 10111 ill i1LIIh Ihr ton- srirn IitrI 4'4,11 itVhritlriJ411 isitI I'ripflrl it) Jill, is.111!rt ;Aid rnrl llf neural Ibni Ihn IIInIULliltot ivtll ear Iceralllyd Unit it Il J'.Il, lill7, tit all 'I l Ilia lit .l�,t 1'.It. 91171 V I IlntI111' OI s11I 11 alit rill;1111 x111111 hllyr Illil tll' v51111(ll it 1 711 C'.I111111 by r r 1 � 1 e II, 11141d1i}rbr rlip,ilrfetl nil tYnrk luW'I't•11 hV' 111111 Pr tuhi}innk 1,, f i I ,uu nutlifions %sflh rrtpn f.:thulrin 1011. uhu:ryrd. l..11 � 11r7uulfnal• fit used 1p IIiP rnl;olglilJnn in This 11 it S Klstt'Ir;ll null In the tinclrinr of Loh?i1. % ref n' ill tfldr(I I t '[ III It'Inlr "hull t„ I dultuq 1114. prrtrdilly wlxkl' ntynrll ,ritlud.' 'I'hc 4. ) I retu Jul t sldxnuluuerl w ;tow IIII?, tI i s i I ftlpq, t l Nrn k �uu 1 ufi lilt ludl ulu. S I 1 lab rllrnl ,% I lh( uuun khllif hr srhl hl 110' rorrnlu ulla ` I u i pI l oo tlnlll 1014 o 1. slrnll loo' Ilxt"wrof fit 1111' I'ulll1'lrlui I' t. ii , nklmy liq fill' IOIil fool let rviih tin] h Ill IF tS i Il ll .1111 COrll tllxlnl' of 111' ilu Il ali41f its tillrl h1111io'h It 1l'lli I rf' I I ,11101 Irl'illlli Ull% lent ll 1111111; IIf, rill 1011 If Irti lilt(lH Fiflt � , ) k Ith!'li halo tII III IIhIIIetlt 111 E, IIlf Ill Sll' tit,lhinlzrtl 111 U.111 fl' � I (111 Ii('Ihl(1 ,is � I 1 u ftl doy(c ill [lit ,onllaliot nt suix:o1miw u ii-ills ,It of tirril,IIi[l o! I�nhor shall ftl Il lout fIII 1111rH(lrl lh II�Ittis(Ir IIIIIIn I, ❑111 PIJIInlaq gift Nile lr. "I'Iir '. � ) Lt 1 1tlfilrAlflltt dolt cure drdlH nnitA Il'III rl 1 �. . , ,i .11 10,1 Ulul lilt! NI lo,.,n. rill- ,o'artnl 111 wl+ (il r r • In !ht ( aRnu luL sWnlhlllls: In uulr, nrlo r ill of 'I s f i 1 k II1 f ;hail he in lh+' fill• tI1 'IhAI %oral rlydorliou Yrual not 7I h hall h,lc,. heal %otrri Ili Ihru,nlfnl'G,i 1(lult t11Judx, 1k'ilhnut limitkiloll hu11(li ftt, alrurlll lr, ,lid inli lu+sfuyt I,IiIIt Ilhlird ht olhrl' ]awl IIn11 of %Ilhlnf1111ptol ,I o,..l IP) ltiill each lludli Boll 16 Il) vitlkimalf1v 1owl,fllyd to 111 11111 a1llliI I llrl S1,il .1 IIIll; fill- tern 011 i'l ito toll ruhlll+ UI I'll 11'11t t, gA`II 154 Ill itl)((�t lhilllt, 1,11111%. III;11_ i1 1111 i?1 Ibr I ,'elri el '11!1 alt ( ,m„ ,nrf1 r I i i 1 I 1 Ih'lrlly nr Ibi ranlft N'II%t, palkN,lt t, tll'pI' k Nil lliall% Ilih llria, 1011'1 It, lilllllk, 1Nm'Nr. 11.1,1 hLS `.,1,A rl 111,AUI r,a elf l'I,I+1,�'C;1, Ihr; rnipluyi;h-lu tal�111111, null ill u11y IIIq I' of r[li: lhrii,d Ill syil it fl 11111111 ,litre r - - I .. ll iti Ili ild( Ihfrt:piunpiuu %hltluntl Wdunyi, %lip% rt�serl%,flhl)n115, 11(rnlinnlc, IIIr %vn k ivlls dunr,I %Unl that LuntcNl to Ihr drdut lign it 11111 i I' It I'll), Ills ,onnldrii !11 fl � , ' 11 mo•hllorl villr l fra slit oblid11ifig ill w lift' till' IUlinnupb„ Ill I fill. ! 11 dvI ks girls, whnit'1't, tt rys. fiyyrhthunstLt. Itttnyp, jrlbi 4 ItfralL• I I � 1.11 1117n(r,Iln 7„I,l ilJ ral,lrnrf. ' .111 1,Iutl,Ir tt auarlr 1.iih lerrus, curl (,Inluh: dr(Illging, shtlurgl, sreAllulr'IUq,..I)ril[• L 'nd nr d �lou.u,II1 volploy nu'l'l; of fill Clod such rlc(Iol.Iiuf, Is too hl ril to VII : . (I s1oIII (u lilt I aUtl I If(Jltlll, In4tt( filite1, I.ht11Id1'.noll, III of I'M nql, hluktiue. lot"uovitblo,t 1voliny, nad hfa(Itt ylill t,. I .111e.ts eon• mu, the uupl titols tot Clair lllhnr tit fill lilt loll bonii li %shfr h 1rik, dultrll in (nn 'Joo %nrh fur I " Ni II, dulmn4n IrI r ill IIn) ilubhr Inlfitliolt Ill 1,111,114 ItB, h la iollilllil ill 11,01k 1 i 1 d Ihr 5111 of luL�I a lnulllenn, ill ILor. ] hat t .Il, I» . „Ito, ( I- I: II t l prr 1ftl 1 ,iml is plornllrj Iii tot. hlntu Ihir xoRrrriv I- ,. , tg.,t. 1 ! II ftl lilt tot I , Doll= t?Il llui(it It-, ,, t l II I!)rl I III 1tlIrIl, ill ftl IIf Ilk III ❑1 it II111115 IliMil IhP t%prk It It rhNlflll'll ill hl Iilrr�tllpf] sr'11natP Ill[• 7unuuf,ularx 1 1 bill RI,N rlliflif, phrf '11111(1 $L111'f tut, i('II I,y I�I, IrI, Mill lllnt 111 fh{t lull tiF.l 1 ry. ill' for ll tliinp uh lnnn 11111%,. 1111 J4 14'%, tlfllhllrt, ill xtl UipnI,if i(,Inil,u lift ftl sl,L p,ur,ll lyre l I,1) f1Un ftNrll snth Illllnl Lion AH jim iti iii it roodr' Ili, floor - , , prI It Innd Ihr IItrill.1, n,i r it l hla1111 h, IUI' In I Ili) 111 ,kith (tthr111rt fil 11 nl ll IIttIrinl Ia Lila!, Ili,(lit tit tII1i1ry Iilille puNll of hrnrGl ft uhlaiurd dixt`rll) or fndlli rfly by Ihr. oil- , - -r f 1111M It- 1111',1 hIJiI)i1iv, nI „ I tr i ,.a 111Iiin1( 11111 Ill Ihr rl,.It-1,trluu5 111 Ili. IntlIlt ll+nv hr Ilpphh ;Ililt 11111Ira iU Il, off n' 1'kf tU 1tl lhrt: or' Pllllll 1111111 dart iti( Ihr nNVSn of - 11111 f,.I ui 151111 ppUlu tr,r ur :Iny alldlnfed pl rtuu Ilnd 111111 ,lo 'l i'.It, 11117 dl in urudri I I !f+.. ( Il al 1111 R1,1 II lIfn1 r111'r nr fill lilt hillllu, al' 11411% 1111 IiI;HI I'll If IR if't1111 IIIr l,ntr ill )rvauul u,rurM I:IU nµ rm Iii ins bi 111! ,I of VIII I1111(.h, tthrlhrr ill I'a Itutll of a l:alnllliStfn11 hl 1,', f1-I , . p" t Jo+Opl trill j,, it t I,JOHdo,nl+. i hr, ;Is o Id it of whirl) Ihr1' ,Ihr' nlH UUlard llrrd ill ut11islas{} Ik not tl-"building" I oI n M. 5,111 61 It'hnlm(I lef Ihr + onll ulOt ill tuirullll ill:i,i I'111 II 11 nlil au 't I r uld'uolinf� Ihr - . rule nt IhI JI 1011 ,l,flia.] II v,u'Ih IU, Ih1 4Ubllagl ill arty 01 "%solk ttlhhlil tld' nn.,ulioll ill Ihh t1,.ipllniinilt Ili 111is p,u11 . ,i�I) nlli i Ind n (vIu Intl fill 'III" Ill lus `t+lift i ill lion " 111 ir•1 II ill :, , . I" 41 l�'I aiP. ,MI I)h11I , , , 'rI nu', 1 l'I1:It flu ,ol�t rlllf 1101 r 111111 ill! 'Yi I I , k1rr.I 'alit 7111IP(I UI %t ]III hill 'I Ito till ,tl,llln allf,n ftl onr I'Jii :. ! f l .. ( III .. . Ll I111it1a11„ ,l , 1- [)lips %Istuo (I film 14 I. t l t t i JI 1 to lln, 11 uinlr.. hr 1611 Ii;Irl ur Ilir Ill Ilrtl rf nap ill 11'1,1117 nleun ,Ill Nile, III NVI{, Ilnlll' 1111 U pelf tll-111111 fnlllll latr poll Ili.. hell t Is l..l1' 11.1 Vet r,o al'd.'llinl do ?rhtu h», I�,n ICI ',t ill Ic(d (lit Ul,$ ,lilt] 111101 tell ll Ill 1)11111,11 IIf 11111 llUns hl11r flrrrl I''rf 11'1` I tot �S , l 1 1,11( .W{Ulk)... 1111; to 1%4oI' ,II illy RIII ten 8'111. 1itIhidllit; %% Ilool 111111111111111. LI- u .,dr I'IIIL!I LuIih, r(ly ill "ilk III I'?Jill I pill A14(' kill[i1 I1tI 17 IL.It, fill?) ,n Tull iln Ili In uI L,. hI ILd ftl t.Iid r u11Uln altrllny, rnlno(lrl 111);1 plinlilog i1111I r lit U f;tlilllt, Il'1 Itl,llt lulling l'( 1 At 111 1111i,h1;it a ilk III vhniI lilt111. IIIfI of OI Ill I in II inny hr (If Illlt l'I ialoi Illd 4111lli1 1(i 11 l ^- :' " ' Hall „ I. off11, III oI ol(llil"1' k%'It1 Ihr Ito'riI r , fit,11 itIII nhnll l0 71/1 y�nitl'I IIf fI'll(11 '11,t- („IIIT ill tII i I, , I I HI a Wilt 1111 I , 1 t Iium Ihrint�blllll, rri IsdlL by NIt �I% t1 uILe. r �, 1 r ( I nun) ur I„ten Itll f 1. Ink . Lnlrlarde� lrurr,li,f, I,nllrrr htnUhnliivd, ati tinu(Ir11 rn lirot t �I IIIJI II III i Inl hdrlo IIf , bf Ili! I f11ptllyt l'4 ftl 1 fx 1 1111 11 19 111111111 tOnn1111i1t IIf i'fllRn'llflli,l L Il I } III I,_,i, d ILaI III,Ili IIIJI t IIH 141%1 hl'riI Iliad, •,Ihr-( l,nll r :,, ll'fyl 1,111' Ul ],III IIII, oil lilt owl, IIIr ll)fill. ill � �-• -. Ili( ,.tI rI LII1 ill Ld hl q. !Illlrl) I)II ?'lll 1111 .ail, l!I l:) In r of ililer ill 11? IIp Ii IIf 111111 "Ili, IaI it,I - (Ik IIII VIII MI lllil ill llll'.J(Illi'Iltl!intnlll lillllll lll,grf f-.fU I'll?khtll ftl If I111CIalf li, k11' N It,I, ,:Irllll rt hr anti i,n ten ulhrl n,I 1111 ,]pit lie ;il 11111 tot 10111 rt'I thin ui IU;r art- .I irr trli h- Ih?� II- � S <tll luillfionti o ' ho .; , I,-Ines 111 runuI lien t%f1l1 loo,lrsc, lido To Ills ihitit111 11i�u11.1+rI kidrllRl; 111 Ill( ,11,11111 ,1'•111, shall ((111r111h' II 1 I Itl,rll Ihr It Gldrnintlt ],,ITT rJ9 rd It f.RI I 1 111 aaP IIIIH', ahCl ? I. r. n -� 'it'll kllpllb('bl ilk O.II111 iplt'1711111 dIL'-Cllr IdIIIH.fJnihll lilt Sf, l+u(rl let the Su lr.alPnl l.phnl Ual 1110 li r' n ? UII It Ili(t. aP.i nita bl ,),il l,I 11 ( I� -, toll t, f n u 1u1,d.lro.Itnnll,nfrdi411 L drnnlou.null, ,null N orkl fly pl tsuut rtllpluy rr all do 4111 bs for rullnl❑'nn 1(l' 511b ';I;,I,.7111,111511%1. ll r @tiflo 1( ;�IB C.ti I. 'L,�JrL: 111 - r - 557117 11 nUdlr In IIIr nppbl.ill! tint it upphflUlnr) hit Ii1uI Ili uIII,,...II,�I IIiUi n I. I rS tl Ilk t (lend 6 6,:.. I I f 11 . IlM-I Ila1Ii ;tie I. r.Illlllillabr, 111.0 14 J)4l 111If nhlin. tit hi.I II :IiH) phi'{( qt- Ill? Y11'tt t Ilk ';IiIIpIII l ftl Ills Ih'rllflnlll, 1 Ill I Illy 111 11 a I ?'f (.1(, ?III .'� t) I I'h i' 1 l f h l l 5 itp;ilbhr buihllnll" l i t `1 1 1 1 1 r 1 i( lvgtk" 1 1 1 4 l 1 1 1 x null lift It 1 1"1 owl I li( f i t I I{null, hUUlalilk, wl11 d(iliittine thril 11 . Ali t III %fat I hit 1di11q rtt t%ml. Iii' tthn%r uNtllritl,dull pool%rnidnn, tonllilrl , . ,. Ill IM hr '1110 ulutubll� trstn aloyt nbrl ilex ;ipplir,inl elei 1 ill' r 1 7rrn l , ,I IInIf, no nll)IIi Y'. hA (It'll 111(1 11 hifVl , A f�t91C1{d Rjjtl'flt�5' IS A 1(111• iyll'�IIM( u1,i nllrl (III Irti h�l all;]{It-IIfT IUllf rill{t IIIIFr hPrtl Ilnllhrtl III du' S,Iyr Idle Iblq Ill II1, lr�IN die c4. ill lvhhthr f 4111 I I ,,1411 ,v in to till-Ilion IIAII of I ills 111 of Iht' tlnitl d 4tuh % 1 'ndt' (( tlntlllal '111 [vi id Ill. I:(I"f11 ;Ikim,y Iaxi! Awl (;611111nl Prra+.illue') %hall apply In we 11 ararttolflN iti) fhr lr,rril ''bwhlilig of ttolit Ilflnnattd Ili wbnl( or in 72„S1uL 4117. TIN l' .S.(,. 1001, nlnony, ;)thrl ihtrigs, pu,ttder. pall 1)v lunar al' gral !110111 dw 1lniltd �lutit' III( r, Imilki, Illlrl fslloe%'el loowlni;I1 111111 %sillfullt nink(s of usch a drx;w 11tH uI Nutk lrlr %%Ili) Ig115t111G1iu11. ploye( IIIlo11, romploicifl, ur ment 111 %sllllnv mill Ifidtikt ,1111' filler•, lk It tlonl 111 ihiwlnitilt II p[d1'1 '44.,111 flnud '111 yl, pliti11111t br Ilnrl paylovill i% uoidr 41;11( llleill ill' (Tilly, ill illy Iri1111f9 Ittlhill 1114, L%I 111 lr?III V1 Ifni IIom Ioutfs of any It- l( rill Agcacp And lit %sellfrh a I'1•drinl l'1 drlftllUnutl 111 .ti'rfiry Iif Ihr (.IifItrtl 41(11rs. lllu l hi• fir? III ow 51Atr ewrfo y It 11 '['4nll A elltl•g poorly for tool 111111[11,1111, Jttdrr Iliad Tlihili(1 ill' (11111rltnliNd )tot lnord Iiolll fivr- yrnrl, or %calif % ;or pridlntntiurd by Rerlrfad, Ili fit Incei aKrn(lfs. Ixdh,) All ANTI-KICKBACK PROVISIONS 4'M 1070 rifts_ II fi11 }',.err, A{{,;irnv,•il I. 'I'llr Allll'Klrkbn:k It(`,gltLtlliliq isV11111 114 flu ti,PfhJilrl' mull nrltn9 rlrilf sillN'nulrllrtarC 116 l 'r'l1 ill flit rrltlkll'll(yiUn, eu.lyrl Ifiuruu N , rm Itbrlfi.9 tl1 l.aly)1 I''tl :If It I',ul :1} nrr •Illplir,t131(, 111 1hic ri[fuit( r '13m tC ill Ia,t'l tlllbll, ' alliliti rllili nl i l'pill l 111 lililllli hlllliblt l!s. imblir LABOR STANDARD (.rinlrnrlw will rnrnply Ivilh 1111 sr Rryufuiiuns (a snip u1' wllirli ,calkN nr Ir,I i ill in};s 1)r wnrkc Iluduard 111 ttlror or ill Ir,,JI kv g i, ulaclu'fl) [Ind any urne,ulul, tits 1)I nuxll11rtuirnls Ihrrrnl, acid Contract Provlslom IrtllNa appnglliaat' plovi lu,rl Ill hr firirinrd fit hill](nlllrat'is to IUilrlk 1)l' Klllllls 1'IU111 !1111 Illllu'd ,�r,lfra, itllhllllllg i1 ploa'iaiall 1111t le r olnldimlci' (brrawilh by all hubranlrnl lul'A,Uhl rcl fhrlrtn41, Ilud rarb roinructnr and Auhcanlrnr !1)f shall All ssrrkly it ,lilrnd'nl with r,sprrl to [hr Ii iii , pad rash cnllflfayrc daring uul will br rAix,usihl( for Illy snbfrusglnn n1 (41St nlrlltA rir uirrd of {FEDERAL WATER POLLUTION I Ih, Iurrrdioir wr,k� tirlljnn Ihel ,F 'Fill IA shrill apply Liu CONTROL ACT) Nulx aufi:uirls Ihrrruudtr rxcrpl na Ihr tirrr+ lnry of 1,abtn Uf t ,1 eh mini( inuy apcc(lnnly prnsldt far i'ctumahleluuliid(Irls, vltrialion,, I(wuAnniZnJinnl'1nn .A'n !$ n 145fItI1 I loll I, llm and rxrloplfons huul Iha iryuut ntrnts Ihvivol'. Iit / 1'.K, 717(;,1 fit Slai. 12f17, I. 'I'hr zrlo•dul, ronlainrd ill 1611 %VIygj'. Ilru•nniva 'i 5 U 5 (I 17, ! grill•;, "Irt wdrl ter il,alur i ),o(liofteoll ul'udrlliu' - irol u! Ihr tit• 1)r a drri- Sit( rrrafdt will t nn file of walling ek ;Jig 1)n rcgU r t1 by Sr,'Iinus .ni; tutd 3,4 of a nrinry' of Lnbm whlirl, IN made a ti of II • utul Ihr a,tlon and addrro , rill h surd nntinu and cansisteucy ul' r[fIi,rcneoill of Ihr lobar suuidiulis sphsifirntloos 61110 hrk f ust rwpluycc, bit cunrn tlirtilflr the AntiJ<irkbark krgulnliuos In lilt Frnlcrl31 n me Iiunishio � lilt Arhlntnn huul'ly rnirn of Wn•rk ulun, I t of pay, doily and K Y J provision 1)l inch 1)l' lilt (IinrJ;uiny, ;lull other eounie•un'd Arla ra uirrtf I1) ljr Inid u b weekly uuniL'rr of huult w1) finattein slid 4'u this prujrcl, Ihh Uonlruulm' shall submit all ) I i I [lrr various hlborers ;toll m,r i1nolrs rlt rkcd, ilcrlUrilrnis nladc and nrival gncif slidnuuultN nom 111 ;1s z lorillrrl, r: by dIr prdrl al agent it q n•sponsibh' I'nr Ihn Iltln,inisl rnhon lduyud dirrclly' li Km Ihr site of f Wngrs pnitL I'hr (bnunrhSr will 1) r 1 Y I r!1)' IJtvuet nr w a I Ibr work rnlhrmnd li Ihfs ak Ilia rnlpinylnrul 6rn'nG Illy tircreuuy of Lnlxrt (bolt prrscrHn' opprupri;,lr spcojfir[itiun, Ihcnc t11irs b ' Y ucurds ova lnbin fill ins ,rc(il I t , y Ihr iJiwu!r. nviog boon deilafnlllo•d by fill- So Iv- Sill I f 1y nuthunrt.d rl.plutinlatrvnx rrysrcsrnluwtr r esignntccl b ' of ilia w+n (,rnnrnl 2,' 'I'hr (]wort, or Ilia rcptmi-nlntivr, nluy tvilfihufd of rnuar smud udh, rog(dalrnns, mil puirrdun•s, which ahnll b(' ufsa11rved I[ny 1)l' I aIK1r to hr (hr lrrvo lie u K and will olrmil xirch rc r ' r h the sr mm�n('s nnd ,aua Ia Ili bill(' 11 ' Ilir cuti',a I 6 I fnl uuge UrN fill the f Ir(s ul+stivra w br witilhrid I'rihl Ibr Canirnroo' so Ioucb il' lh, it((if J' ' ) Urparutuutt of iuudie rlassas of Iabort'I's and rnrclowil,a Liu iolrrvicw rogllnyrr.t 31uring working hnnls rte lilt nil, such lrwrsllgatiom, with irtprut Liu ,nnipl{;tore tv1111 nod I K rmpluyrd 111) I p,es'onvus al. ndvnnel's in may hr rorisiderl41 ocnresfu n' ,iiy I I>ruI(IIN (if' n chnrntit+r siud al. to Ibn ,unlrnrl work ns dre'n Y I rlifim rnit-rll (if 6111 hlbut sliuldiuck,us Itc dnrius dnsb+lbic, nhlyd in arrurdnnrr tvil, Pilill 1611 (:auunr ufr Inborcls ;oil1 nlrcb.tnirs nnlployrd hY fit, (;u11U';icnrr' al. uny L lw Iea 1)l'Ihr ,Srvroly-Ihwlll will in addilioo su6nlil wcrkly n ur'rlhicd SU bruutl'nclae:all lIC svnl'If (l'xil(Ipi lilt tirr'It t11'dUClltnr. as ail. ("11111 VON, Aphfi;trd Augum 31), tl).37,, At II1111'Itdt'd, 'I'h(' Iva if• ''"!1)' of 1111 imyrols ill Illy Otail' . iwimimA by Ihr Ailli-Kirkbnuk Nnqulnti<rnq (2!1 UhI(1 I'ar1 ;1)1: CON It,ura Iunlnirod Ili U,Is dfun nrr rh'iiir k Y (r, or his rcprrirrunliw, Suelr TRACT WORK HOURS STANDARDS ACT lunlr nl , A }ljII 11nully 1vaKa. j'gif5, q,irt sba11 br rriillned. in a(om uucr w'eh ill ructiulti, h ' Ihr Ihn 11311 Affoultf III wages a1'w4dt h they arc rolltird 111'1141 1 fhrir OVERTIME CQM�tNfAT14N tit Inf llurgrulenl lutd Illlpn nrKll Ui liltom If[ the crnl, (Jwnrt lilt a n+rin31 1)l Ihn•r y sllncriuu iedumny Ilnve ccullu livrl ' 6 " o ' Ihr r t I }tors fi'aro the dme of eirnplrlinn runU(-I t 1)l' (PI, umi, 4't, in Ihr rat'nl 111 fuiitnr to le ' nil ' ) algaln,ll Int' hi'ullb nu31 f 1oruttt, and 511AI Ix• ; I S y pU rlfrrliLir rrquirNririil . f4drilnataviorrn'tubHii❑ rite i1 w'nllinc hind fu ral:gijI lr fbr inglrctinit b niilhnr• labnrrl 1)t lnri hfutio rni�dnyrrf In wnrkhilp 1)n jilt, sU, t,f Ih,. I I f tun- nu iburiuus, $[fth cnnlrihulions inn Ina! rr ursrleari yr y inning lie any pat t of die Contra, l work drill rct ube o In wn d 1'nt(..s I ]lot inr,ludrd I s 1)l' Ills tiurgrurl (7en'tid. '1'110 (r llii l.,hiuu Will L, ail or poi of [hc ,vng,s Gl w'hicll hr it ( utdrri nude+ his I 1 : r ixr K dltrrnnnnd Ly Ibe : aruuhu" of l,ulKlr 'r will ullilm (Solt tilt , , qli ally Inborn 1)r ntrchiurlc to alit rn do nyl 1)n sue ) f rr flat pnyr Jlls arc, (olncr nod com loo 11111. th mlovllan poljrrta tolh-0 xn a lri•Ifird Sit Ili Warr I c run[fa(I r!' i:ngddyinnal, Iht• (hvorr, ate Ills. Iepl'v;;(yna(ivr, olaS• exre�a�a 1)f rilbt boat -s f S h WrjJk in f d+unnlunllnu; g jilts (onhdncd dfrrro 7n+ h t to any enit'nlhil' day jn cactus of fully 1 rluf Icsr than (pni dr.(rrti,For nEhn' luiutnJ uurin<' to llc (;ualtnt(or, Jn;u' quch aclo❑ rix ,uny by the tirt:rthoy if Labor and h ,:i• , hl aecrar'ly to cause rill h[fspcuslau of rut ' Fur(her ,n u, hours in fifty workweek u1111m such laborer or mcrhn1)dr ir•, 2 No bill;:tif)i'utlubs Y;f I 1 nsr ildl wont f forth For 1 i y I fit. ,rivra 1 (]111 rnsudnr AI rl lair not lnburr rq ill mrchnnir a Wray be tlm; each labour or mruhaair. cuoAnnl will] ndvalw(I. or Rklmnotry of funds until sur6 violaiii'm itnar ,rjrwvl, t less dial omi a11d oni•hal( i,luyrd rxrrpl tllut drslAnnit'd In Ihr it l i tilt, work hr prrhlnni, lirura his bn,il loll u!' pay fin' [dl hmmoi wurk(d Ilri.xrrii if In tilt rvcnr tiiitt , I h about nu'iril,If, 1, 14ty9i111 rrintrls' gll;lll rul5odat tLr in!'armallgn Idid br )ir['• rl !II hat ''s SJtgi Jabs me dished for rJnetili • '0 71 111 rir• K 1)l 1)i ruiy rnlr'ndrlr 31;18 rr In ekcr'ri of for ' rrt uusl' r tart 1)t r1n1 -I I lohcci 1sIN be 1x'nnieud Liu wrnk r gerlr31 a rrgghl.d by Srtllnn 3,7(11) of the Refflirinb(urs. 'I'lil' soil t ly Miens hi r l rd 1f rinsrtf(ralrullk ref at'stel! bat[ 111)1 f(Irlf hde n , my uudtr !I boat;; 1 yurktvrrk, wI Ill-ver is it)(' 'll.'airl' Ilmnbr ' of radon 1)r rr I I surd, npph I prrulh:rslllp pr1)Kfam rc lasted With 'i S (iuuun,krr will ninkr ills nupluynfuli I(TOI(lt uvAllablr fill in- t. I f uVhrlhne. mppllr,ui(>1t fin' snub rhirsilicnlluns led r(acs shall Ili ehi 1 ( tianeil w r K oils Apprrulin,. tpgrlion try iluiharierd ft•pl+srnlnlfreN pf Ihr }lair.. 1Vncr I'1) It . hnula• huulr In Sly' Snr run I;rheull f4'• f hl.h fN tetognizrd by ihr. I'cdefal ('rlfornilve on (h) I'rr6lGnJrr tirdbifib'fin unlrrdd runprl; liieidated drat K Ir ulNrh s.4irul 11) tilt R11r tint} Apprvihtltrship, (I,fi. I)ryinrlmroi al' hall;(- or lion (klntrul Agency, lilt SutruUlly' 1)C Lahnr, and Liu' 8w ,u❑ 1 nnXrA. Ili of, Idtisn'' i nirrnl (;rluucdl exitln Iii ' if tin surh rrrerR. K br rvcul of u1)} virilAiinn of Ihr clnusn scI Fnrtb in iif11vlKrA ,}I n 81nat, LINki ri pi'ograet rrgldiwird with (icnrud, and will Ixrlrfit such raiacsrnuulvtu 11) iulrrv8111 Irni I la' Ilurerul ihA i orntdrL.tbi , tl ployrus during wofkiug holnA 1)u 111U job, pt), Ihr rollhnl Im and Ally slihrniriritrtw` respuuNlblr ihrrrlhr :i. 1111E Ilie wngr, flurq shown nrr till, fill ' I I f , 9 11(.1 ntuurltl of ladxir: shall im liable rat nay nfl' t led'elurlingre Mr hhr ilnpuid wil ia; yuiled by then, il lee ilirallil lA r 1111n (. Iril('t re• 4 I'hr ( entlra,ua' will 11tsru in rot of Ili.( .a[fhruutral'fr Ihr iilill(fnat sorb r4' K I I I l br paid dio'in11 the' lily of dn• [11ovlslom sal fill 11) die. finrgoing ,!noses hereof iui 1 a ntlncfm' or suhr+ UUnl lnr Shull 11c Habit, i4' Wltrnrl, ;his is out n nr 1 , " f11 'I'hn (:rathnctur will ronl ,l wllll t. 1)r h i Icsr nlaUoa dad labor too 611 o111n(riftf of Whir ! ' ih a gulnallil (a ropy ufhrr ttljiidnliant us Ih, yur �,ron l ' � ltr Ihialyl 8liori (ht tbn tvlsr of 1vu1';t dU,re atoll( rf' '• ill tbrAfl rain • his ndnrhrd il' Ihr Sac•. f nay rrt Ililr I; till. „ i1)❑io fin i. It Is 1114' 1 I'Al Kln Alllillly of llidilelt Liu Illlia7n ti ) If laly of IAlxn ntadh pursuant I >' JI Ihr Uf,lficl of L'u1u1)11du.ui n [rruuny, U1 such lhau'Ici ill In Silt Antl•Kdrkhack A(I tot j3 [C I l a. tlu.nlst�lvrs nt 11) Imnl dnhul' runtliiiriat and ling Nrlivc rh11i r r=, '., 'I I. i(, 113 filet, flifl; 1)n n 1 cilell t rlmt turJl tef tnury),Inr IlclUldidi d tinhtn es: buc}I bf pit for I I g t 0 81111. 740; a! slap 1011; 111 l 8. A biro h al sljpid,eu,tlA (I) tfo'inotll ( i) [flap hr grouri'!A hl I I K I 11 ldninaict or nolli %lintnII' of Wapc rrtleii No inrifArr' in Ihr ra t {,(,, ;1'141 '1.11; b, r I ll tool rill{:d, will Irk u, nfuu.l pfu( Ihr iruaiiudinn of ihr jonhnar mrra 7 i i 'I 1)l rnth brtilvdd1h11 lohuirrur Allnll fir nllowud rsr aulholirld 4'a nrtuuiil of ,uul any irierudmrnis nr nx,ilffirvatuns thrrl.uf, will ruu�r a ina. mnl( maploytd hl vlulauun of Ilia chlusl. (11), III Life sum of Y, ' loot io rxcrsa OF that, Idurrf hroela, Ihn pnymrh( of pl3[ur proviainns Liu br ilfsrrrrll ill auhidtilrnrts Liu iutmt lrrrr. wn r pli,uue Ilmrrwltll by 4111 Slikmlttar.lmPI iubjr41 Ih,rr(o, and will "ANTI•KfCKRACK" ACT( COi'LLANf) ACT bl(14n1 rarh eflred(at' day 1)u whlnlr curb rinpluyrr wos rr• r o11rd 1)r pttioilirll IU Woflk I1) rxrP.tq of rlKh! boor( nr in rx-. •I. All lu(rhnnli's Will lfilkirris r,1) tn ,r. by Iv%CKnl5ihll' ;'lr the Aubmistirpa of slalertru'rill Iii lil'ol y d Lir tvorking olsnl Ill, ( unlrariulm ibrrr,, i 1 t I of ay 11'71 lt'foAtoit(AI /nab /Ill Jir10,'U.I ej irn err, "iY Arta U limy hotlfs In a %votkwcelt tchhudi pnymrai elf Ihr Lisa- site o! Ihr work will Ix' , tudf r, rxrc ,t 11s the Stn „ , pall auroudnuamlly ant: nun It is nil+'fi Nil(.( ihi'nll ' ry I buy o! Labor may / J ho( sr I, by attar wngca Iii`tNrrd by flit (ilwlgr (d), Ihun uuc(' a work, nod wflu 1 S In , id fill rcitst:nahlu lfufdlnliou fun r. udfnddutinn,1)r (Ill rill ill' nal or it dlsnjssiil hom irn Ill I I yfJill ,iot drdurtiuo al. rib or, t, vnri[uiona, (alai I S (cl II'uhhilt-Y for IfIlj(Ij! llf. nnr7li nidnlyd drrnIf),,,: 1)n 4iri nrtnn fitll'1'e and rxrui ,(1',r.s !into Ih Y : > uiuuirl w'hnl,nhvrr iuthu( , any pry sal rflr- Pei r I , 4 ti •I'hr S nl (rxrrpl aul'h payroll drdu,luos ns t 1 r rrqulrrolr'ulr rhrrcifi Ih lieu I rill u{,rncy fur' wldch Ihr ronlrirei tva rd b • it p,r+nl( of rn,ulrnr Nintr'nnif s ulral 1)l , au •ulhrf I da noon 1)r by y Ihr Anu-lvrkbnrk Rrgohuiuu( ('111 (;,I+,It. 1' 6 t Icgennrl by S,cloos 7. 1 nriil .1.1 of ihr 1IUI,ItI'I Ilrlllll(liii unnll urrinu, pwgrculiru,tuioidcnilul w rrpail ulnas' wbif b tinanriFd nstitianne for t au a)j, Ihr IClrkbno� " - 11(' work is pr„sided wily Willi, lull arnnwrts doh lit 111ur fit k Itrl,ldnll(intlll ihr fedrigd A miry Ionliahinr I I K, i .ill sulk urbuildilntat tsulkl111unf•rd,n ,vhulc pllyhiPnl runpleel i1) Wnur 111tes ' K I, fuinural of in f,nrl by fu,uw al aranl jillol [he I n' n bolt!, of roust h, Ie. rvhhhc4d, i'n,ru all rilo11c 'a c1 br r [fill IrNs than f l ad nrr Ills Jnl'rr[, fill. (•nn ,r Y t f Ya m 1)f- flu.rr I,uuhuo(+I of Ihr 41,1 r lhyrfoljuathili (14-41 f J fra tar slllllf sulardf all sorb tlair- II rl 111tiltm Ill giVr 11 f burl I K d ntnib )r'Wil ,d ' its 'f'r ) rnwol of tcark prrinrnh'l by the tNnlrur !arm trdx4nnrntlnr- Ilir oil Ihr tirrrclnr • u ' 3 1 S, it uclfl.d, III Ihr Ut ,lay pn rl ill Ihr uunpcllrtlinn la i0 lit hr is rn[ilhid Uodr1 hip i y I I,,lhnr tvllril i.v aU+u•hrd he rir � ! ,uel nr i1) n is ncarnln• r omf art of rhil,luv(;;sill, shall hr hard fill[ luu-r r. I'uhl rnunrtti el' wftges it!t(ulrrd b;I ihr cunu5o'i allot sac r r ,Ind iirr. Li,Aigtrutrd 6y lit:' (hour - f b,,INf11 If sWlia mode o part h17rp1, rri(afrllrsa of a4' ' ronrauatsfd Iehoiotlali , I I4'•.. Owner:•. I In, rl' ucer•e111- Ilutrl ill nay ddmirilNGolivrly hr rde[rrflilhhid i4' 1w urrr t y It Ilvr, Nhnll rhrck Ihr n r I al. Inytr snhrrl no[ nu,rr ILIA" Itvr }t ors, or bod, ': s.ary' hr alllisfy. „Idyll ❑ ay be 4i111'Kf•l rat exist belw',hn Ihr (1flulo•nt i rl 1plr N,nraa of Norh stun ulehls trod Ih r- ,n1y liabilil l's of, tut 11 uradrto Inr no sit 11(ollifar[ul fur lifitidolrrl 1 1)r' siflf- cuutpliluo:r will f nwta plrar:rilied ill the le i nn('U,In[ uoil aU(I1 inborrfa lifirl ufr(hlrnduq; and III, 14ngr 8wb tlnlrolr•rHt afulll hr uravv,t htekbnr,k krKuhrtions. TITLE 46 U,9rC, (A6 AMPNDlD) dnfungrs nit provided in tbulul !b). Uraui'irtlitoi drrialoll Ahalf br pu,l,rl h tbl. (:ouhuru , i I for a prrnNl of rlu,r earA (it) bnnlhla .;J rluw0.l lit roLrnatrartr, hat+.drillncUlr r• slg: i,h.Ihe w( S the hour ihr (hill of cool drtloil r ' ) # :Ill nr; 1q)IM1nr,nl>rr,rrJ+uiryr�iltortlnrarfndtnGrrnt(rrtrla,. ngl .(atu nk is a p(unlinrfoi iln(le Whnrp it fall lit I ! tfo' ebl(h'nel uri vllnll hr avail• ursert Ihn fairy,ning tlaushs (a), (11), „fill (r), and (illy rbtlltf. arr'o it)' lily wfnkrr,a, 7 rattily nblc fill htsplcliuh If), r( m-No (u rr ( dntiuus fm (d), la nil subrooirnrts, J I ti irsl fly, Srrnt;uy. Srttrriir of Lilbnr Nltnll Jrinku rr'nhnrirlhl(' rri,( al Iadxo nod Ihl• $mgvfijl (irn,nd of flli: I'uhlll 1lralih $t Mier, Uwneri 1)r his rrprr smIlidvrl not} whhholll 1)l ra(INr. !). 11111 (klnn Iriuh will inxerr iii rarh of Iur auhundNlr is fhp us uavisearsrrAlsnharnnl nrrur--igha to bh ttilhhcl31 fruru ihi' C)unlrnu,r au oofclt of the mcttfrl pnyllu'hla 1)r ntl"IlIte-s as moy hr runsidru'rd n•crtanrS' I4 f>,ly lullii satlmlr1lAlpullaloitslunta hr'11$toalrnn IUrrlmral 11ro'uf, Inburn1% nnik mrrhanlCs rmpinyrd Ily the (anme'nrho 1)r an>` Puhlir, llrallh S,ra'ir'P only by npprnprhlu� ularlulitait ntyoitrrl: subronnru'[nr uh III(, work (he full alnuuni of Wags rrjio trd by rill' runuarl, hl rho- tvrnf of fuiluir Liu pny nay' lalxorr' nr ouchank rmpioged it wnrklaN 1)n IIW tier of the wank all 1)r 1;[ut(I)foh lilntitinlhrn( +iI111aftIit1111 nand II(Ilhrrutip11Htrliflin[yl(Ila pall of 11111 w,+grs u•tp hrd by Ihr (animal, III(' Own+n nr' itds r4' terJUbl fifty such brtntil to Ibr tnllsf' tloo 4'C lie tiuly,( o of!llcnmuatl [it ,11115' aflrl Wrdurn nudctt to ibu Githioolur', uaka (lulrrnl 1)l' lln 1'uhii, ttrnllb 4'rviro wflihl lu1 days ahrl 11111 quill urNon [it Iit,ty hr nrrt'wsary hi tatllr Ibr 11INIVaduo of an Owen's rlrmnnd for tm h cufirr(lu+l1 lira Ihr u, Ilaiy oey, by lurlhrr paynuntl, ddvnntr, til ge,ir:uftCC 1)l I1nuls until bull svlirlro rulllr'r Liu the (�uurn(trr, irrrnhlnie hit dill to pubis}t viularitnn hour evat ff. wlfh like work 1)r (lint pnrl 1)l du• walk of to w}urlf Ihrn. Ilm G. 11i1Ylull rrl htds will be nutinishirtl dialn Ihr comic of IJ('1'n n brearli or dn'. rifir(Nald td11111adnnf lad Wolof Ole fire Iho work and presrrvttl Sul• n period of f1(rno years lilor.dtel work Irs ompljof[fillliv Iofillabicrlollth wke,nod 1111v,uryl whit "or alb 14rlKners nul uurluud<'t wm'king nl Ihr site of Life Work, (oil m,cllriontd 11), Oweer illrr liy, 4 PHS - CC - P, L, 660 (12-1963) 11 . HONDS AND INSURANU', Geaeral The contractor z11111 obtain , maintain during the life of the project, and provide copies to the owner of the following bonds and Insurance policies which shall be obtained from surety And insurance companies licensed to do business in the state or states in which the project is located in the amounts and for the purposes stated and subject to the owner 's approval, Bonds shall be Obtained , and approved by the owner, prior, to the execution of the formal contract , Insurance policies shall be obtained and mencem approved by owner prior to the com- gnt of the work, Copies of evidence of ronowal. of bonds and Insurance Policies shall be obtained and furnished to the owner prior to the expiration date of such bonds and insurance policies when these bonds and insurance policies are written for periods shorter than the life of the project , (1) performance and Payment Bond Performance and Payment Bonc! at not' less than 100% of the contract price for faithful performance of the contract and payment of all labor and materials furnished in connection with the contract or, where such single bond is not in compliance with state and/or local "requirements, separate payment and performance bonds, each not less than 50% of the contract price for the same purposes. (2) .Warkcnan'r Com ensaton and Lm to er's Li,ab it Insurance War en s Compensa't.lon and 4mployer a Liability Insurance in tiie amount and terms required by applicable statute for all employees ongagbd in work on the project under this contract , and in ease of any such work sublet , cite contractor attall require the subcontractor similarly to provido Workmen 's Compensation Insurance for all the latter' s employees to be engaged In such work unless sucli employees are covered by the protection nff'orded by the Contractor ' s Workman' s Compet�Ratlon Insurance, In case nny class of empinyctis ang,aged an hazardous work of the project under this contract fs itot protected under the 14orkman 's Compensation statute, the contractor shall provide and shall cause each subcontractor to provide adequate employer ' s liability in- surance for the protection of such of his employees as are not otherwise Protected , (3) Public L_ i,�bili and ty propaxty Uamag� The contractor ' s public Liability Insurance shall be In An amount not loss char $10U,000 .00 for Injuries , including accidental death, Ln any one person, .4nd subject to the same limit for each person, in an amount riot less than ' 300,000. 00 on account of one accident , and contractor's Property Damage fwt ,rance in an amount not less than $58,000, 40, (4) uilder ' s Kisk Xnsurancc' Fire and Utended Covara a) (Noket In cage these specifluAtiona also include the "G ` , �ral Conditions" of the COP"Inity Pacit_itioa Adminiattation, their requiremett. for Builder ' s Risk Insurance still take precedence over this item, ) Until the projer.t is completed and is accepted by the owner , the contractor to required to maintain Builder's Risk Insurance (fire and extended .5. es'` PNS - CG - P, L<, 660 (12.19-63) coverage) adequate to fully cover the insurable portion of the project for the b'.insfit of the owner, the prime contractor, and subcontractors as their interests MAY appear, (S) Yu_rance Certificates The contractor shall furnish the owner with cettificato showing the type, amount, class of operatiorm covered expiration of policies . , effective dates and dates of 120 COMPLETION DATE The contractor shall complete work under this contract within �r✓ working days, Time for completion shall begin on the tenth day after the iabusnce of the work order, which shall consist of a written request by the en;iaeer for the contractor to proceed with the construction of the.,projec:t , J 01 �v ! r WALL RATN sC DULS1, Wage rate eohedulos which immodistely follow i,ncludo wage rates for "Building Construction" and "Heavy Construction, " The "Building" sohedulo must be applied to all building construction, and tho "Iloavy" eehedule may be applied to all other work, "building Construction" as used here involves structures with habitable am an in which people oustomerily work or carry on their business. It is tho responsibility of the Contractor to use the proper classi- fications and rates in accordance with the practice in the Arco, it ai.so shall be the responsibility of the Contractor to mako the determination bo- twoen "Building Construction" and "Heavy Construction, " When a question arises as to whotner or not the schedule used complies with practice in the area, it will be the responsibility of the Contractor to furnish proof that his actions or,nform to area praotioe, The Contractor shall agree to accept any m0dificrtions or redeterm1na- tion of wage rates that may be made prior to the awa«d of the contract, A copy of the wage rate scheduled contained herein muot be posted and kept posted in a ccnepiouous place on the site of the project at all times during construction, Copies of the wage rate schedule will be furnished by the Owner, but the r6 eponsibility for posting and keeping posted rests upon the Contraotor, aeruvelwn,AMMly, ai aoeur _.� au�lowxa. Mr,, M m 4w w' 61Aµ1 rM h11relw ha,lroi, 176, Ilwra 4¢11 80. 4 G•� S X.S� aaysrrtwt ar tar, ` 1 Iaaa .� Mrihll W iatibrib iar sitter limb *--11nqu PIISA , - III:ASIUa dIlr Ua e1xkM UI,I NII'1 MINI raertlKe ,b,ralNNe Wir f,-, D).r-IIIIIN O. 1laatar 4A If itaao (MPC-ltri-300) { Ilaatoa Texan 107 9tpnoial 7- 1 Fir hour Le lair Oarpenter, 61145 Yom loader 11";0 a helper 1075 Front and los,lar, 1 cy, & lees 1,50 OonOrAs fllllnhor, pavinll 2,00 n " 1 Oer 1 cy. 1,5U " a It helper 1,50 Pachalile 2100 " " stmoturee 200 " helper 1,50 " " " helper 1,25 Mlxar, over 16 ail, ft, 2,00 roro builder, etrileturae 11675 a 16 cu, ft. & Isle 1,50 I w a helper 1125 " ooncrots paving 2,25 Iona ltnor, paving & mire 2d10 Motor grader up, ptoo " Better " " " 2,00 Oiler 1,50 " a " " " hel�por 1,50 Plpelayer 1.25 x a struaturca 2115 Holler# eteoi ahenl, plaal-air paVYntn 1,75 UUurorel " helper 1,50 s " „ other 11 p0 pnoumatlo, self-propelled 1.30 11 Air tool man 1, y Oerapore, 7cu1 yd, it Mil 1175 Asphalt haaterwri 1 25 0 over 7 cu, yd, 1075 4phaIt raker 1171 Traotur, oraolar type# 80 h & lees 1150 AavlAaIt ehovolor 1125 " a a over 80 hp 1150 9alohing plant acolomnn 1161 " ]moumatic, 80 h,p,& lose 1.25 1068r, cornon 1,25 x a over 60 h,p, 117.5 Pnoueutla, mortarman 1125 Roinforo, steel enttar, struotores 1:75 rowdormsn 1175 a n " helper 1,R5 e helper 1,25 n a n paving 1150 Upromlor Uox man 1,60 Otoel worker, struetura) 160do Painter, O'1lIotnree PIN) a a n helper 1160 plledrivormnn 2100 thi or 1130 peter t�ryullraont Uporlltoral True drlvorer Aspipalt dliltributor )016 iU,g10 axle, ligllt 1121; Asphalt ing alt pa machine 1,675 u a honvy 1125 Oulldoser, 10 h,rp, & loon 1.(A) 1'andom axle 4, eaml.tratlor 1050 " over lo hip,. PICO LotUny 1125 Oattertrenrd Rutter 1125 TrAnnit-nix 1,2 Conorate pAylnx ourlilg machine 1665 Hinoll e a rilllnbing malUllma 1,675 VoighmaU, t1l.1ak eneloa 1125 a a Turn trader 1125 Weldor 2400 I .I gnat. vibrator 1.15 " helper 1425 .)olnt machine 1150 'I n lonpitudihal (11 2:00 Yator grader ap.,)otor, fine 1,redo 2425 " a a" 1,25 71 vrlllll; plant (etsbllilation) 1,50 r a spreader 1,15 1AIII r, utility iAsn 1125 N a aqh grader 1,5t? urnoo, alkmehnlll Uaakheor derr ck, Iragline, ahoynl, )6.49 th0l1 1� oy Pope Urartai clobbi1i, baoroer dorricky dragllMj ehovol, p ey, 4 ovor 205 awarste rubUer 11510 CrVeher 4 doraening plot Op, 1.50 Ylroaan 1,550 I 1 1 1 1 I I 1 f I I ,111�tN110L IENCCUtt �Q]/M1M'' 1M glren{Ice nle le br veraenke e 6 �S o me en'1 rile unleeu b11N►wlle In11a►!NI Er�ll elereet I I n/ r b' ryryiuu��� Motor breder yr4atore ♦ tlerdpere PROP=L Dentong Texas Ifty 19 1464 PROPOSAL OF . Q113um ConstiniatIgn C^mDa v. LMo a corporation organised and existing under the Taws of the State of but a partnership consisting of an individual trading as To M Cm OF L KO'N, =St The andsrsi�ed here +opoees to furnish all labor, ,tools ant aqd rattsriala and perlor�a ' work for the oonrtsnotior� a! ti» 8&M IMMv OWMCT 64.1, in aaoordanoe with tho Contr�let ; Doapt sots for the !ol.20WW priors, to-Witt 2= Tpti1TED Jva (WANT= UNITS 14 Ydrntsh 12" S.S. Clay Pipe 42 L.Fs Of AWARM 1a. lr+t�lsh 1210 S.S. Clay Pipe w/Mxible Compression Joints 42 L.F. $ V. 26 Plc raish 1511 S.S, clay Pipe 1057 L.F, NOT AWARIEU 2a, Furnish 1511 Ma Clay pipe •a/Flsxible CoVrensioh Joints 1,357 L,F. 3• Famish 18" S.S. Clay pipe 39476 L.F, NOT AWARM , 3a. l rnish 16" S.S. Clay pips x Flexible Cuwpreesion Joints 39476 L.F. $640 4. tarnish 1810 10s. CI'W Pipe, 652: 10,F4 ND'i' AWARM 4a0 mish 16" L.S. Clay Pipe W FlexibU Compression JointA 652 L.F. $7 $h.6 44a� 5. hmish 21" S.S. C Y pi Pe 541. L.F. t40T Awelffi a , 54• 1�rnish 21" S.S. CUW Pips M/1�'Lsxible Compression Joints X41 L.!'. 1bt"ish 21" 1694 OW Pipe 6002 11c1'1'`MAM e { �4 � d ..� '� /i° �, t �yy � mow.• h � �1 j [ q ' ITEM ESTIMATED vOIT AO- ASCRYPTION —QUANTITY 2XITS PRICE � IKWHT 6a. Ibrnlsh 21'► E.S. Clay pipe W/Flexible Compression Joints 6,832 L.F. $ 9.80 $g4$jj& 7. Furnish 24" S.S. Clary Pipe 158 L.F. NOT AWARDED 7a. Furnish 24" S.S. Clay Pipe w/Flexible Compression Joints 158 L.F. 8, Furnish 24" E.S. C?.ay Pipe 3059 L4 F. NOT AWARDED 8a, Furnish 24" E.S. Clay Pipe x/Flexible Cowpressi.on Joints 3359 L.F. Q. _..; 90 Pdrnish 30" S.S, C1ay Pipe 30?33 L.F. 1w Aim 9H. Furnish 30" S.S, Clay Pipe w/F19xible Compression Joints 3,733 L.F. 10 Furnish 3V' B.S. Clay Pipe 12 L.F. NOT AKARXM 10,4 . kmish 30" B.S. Clay Pipe w/Flexible Compression Joints 12 L,F. $22.90 ,7 . 110 T.L. & B.F. 121 Clay Pipe in 0-6' Tr, 20 L.F. $..3.i30 _ ;. 0. 120 T.L. & S.F, 12" Clay P,'pe in 6-81 Tr. 10 L.F, $ 1, 50 $._.. ,QQ 134 T,L. & 9.F, lz' CJ -q,, Pipe in 8-101 Tr, 12 L. V. $. 2.70 $ 20,41) 14, T.L. P, H.F. 1511 ca.A,y Pipe in 01-60 Tr, IP37 L.F. $ 2,00 $ 8,74, 15. T.L. & B,F, 15" Clay I Pips in 6-81 Tr. 110 L.F. $ 2,10 160 T.L. & B,F. 15" Clay Pipe in 8-10► Tr. 690 L.F. 170 T.L. & S.F. 15;1 CUy Pipe in 10-121 Tr. , 120 L,F, $ 250 100.00 18, T.L. & 9.F, IV Clay Pipe in 0-6' Tr- 82 L.F. UAL. xr "T.L. i SdF.'► is abbroviati.an for "Trwwbo ' UW ! %akn ,1". 4y'!":` + Na. ASCRIPTION ,WAU2TY0 UNIT UNITS 19. T.L. & B. F. 18" Clay Pipe in 6•e' Tr, 35 L.F. 20. T.L. & H.F. 181' Clay Pipe in a-101 Tr, 920 L.F. # 2.30 2,116.00 216 'P.L, & H.F„ 18" Clgy Pipe in 10-12' Tr, 2,660 L.F, U.2a._ $JA1820.'.Y, 22, To I., & H.F. 18" 01ay Pipe is 12-14' Tr. 10779 L.F. s 3� ; 5,337, 2), T.L, & B.F. 18" CUy Pips in 14-16' Tr o 652 24. T.L. & B,F, 21" Clay Pipe in 0-6' Tr. 97 L.F, $ 2 =...39+'.+X40. �z 25, T.L, & B.B. 21" Clay Pipe in 6-8f Tr, 28 L.F, 26, T,L. & H,F. 21" clay Pipe in 8-10f 'Tr, 63 L.F. U J9 _._..Wam T,L. & B.F. 21" Clay Pipe in 10t-120 Tr. 353 L.F. $ 2.70._ $... 95I.Ig 28. To L. .& B. Po 21" Clay Pipe in 1214' 20900 L.F. $-�,...00._.. $.8,700,00 29, T,L. & B4 F. 21" Clay Pi.po in 14-161 Tr. 2#552 L.F. $--4,00 $ 00 30. T.L, & D. F, 211 Clay Pipe in 16-18' Tr, 829 L,F, $ 5.00 .r $ 4.145.00 310 T.L. & B.F. 21!' Ca.,ay Pipe ill 18-201 Tr. 521 L,F, $ 6.00 UaU, " 32, T.L. & N.F. 211' V1ey Pipe in 20»22f Tr, 30 L.10. $..9a.QQ... .. $.,.. 270a00 33. T.L. & B.Ft 24" Clgy Pipe in 644 Tr, 39 LAP, $ 1.40 _ U A60 3+4. T.L. & B.F, 24)' Clay Pipe in 8-100 Tr, 18 L,F4 75• T.L. & 8.lP. 24" Clyr lips in 10-12' Tr, 101 L.F. $ A6 r x� G r 7 A:,1r 1 s ;f .w aii.,t s � rr� c �,y ♦ r/ i [ y4 MM E IMATED ' .. UNIT -NO PRICE LUNT 36. T.L. & B.F. 244' Clay Pipe in 12»14' Tr. 949 L.F. 37. T.L. & B. F. 24" Clay Pipe in 14-16' Tr. 2,109 L.F. $.10.44_...r. 38. T.L. & B..F, 2411 Clay ' Pipe in 16-181 Tr. 141 L,F, $ 4.00 _ $���'�' 39. T.L. & B,F. 24" Clay Pipe in 18-20' Tr, 107 L.F. $5,Sg 404, T,1,. & B.F. 24" clay � Pipe in 20-22+ Tr. C 53 L.F. 41 T.L. I& B.F 30" Clay Pipe in 6-8' Tr. ;, 61 L.F. $.�, $•-,•. 42. T.L+ & B.F. 30" Clgyj - Pipe in 8-10' Tr. 61 L.F. $ 1.6c $......QZ »4P. . 434 T.L. & Do F, 30" ,Claw Pipe in 10-12' Tr. 259 L.F. $- 1.94 44. T.L. & B.F. 3011 Cam, Pipe in 12-14f Tr. 2,306 L,F. $.x•10 $ 1 45o T.L. & B,F. 30" Clay Pipe in` 14-161 Tr. x,046 L.F. $ 1.00 46. T.L. & B.r, 30" Clay Pipe in 36-1,11 Tr. 1.^ L.F. v .00 $ .00 4'j. Standard 41 -0" Dia. Ranholes to b' depth or less, complete 19 Fa. $24,00 48. Manhole 41 -0" Dia, Extra Depth over Of complete 267 L,F, $17.00 $ 4 49• 51-0" Dia, Manholes to 6' depth or lose, coWlete 13 Lea. $260.00 $ 50. Manhole 3'-0" Dia, Extra Depth over 6#1 complete 116 L F. $20.00 _ $..2.3204 Q ji. T & P Railroad Crosaiq oobplelte with all materiels in place 1 L.3. , 320 atO Loop Ito. 288 lti�l►wyr ", "impute with all t ,_ gab in plue 1 t�u t y q�1[ v W 'y' ' x, YTffiM ESTIMATED UNIT _110, .XA T '._: _ .- UNITS ire 53, Special Concrete Manhole at Old Sewage Treatment Plant oompiets in place with all appurtenances 1 L.a. $ 2,100 Sl4`, 54. Drop inlets for Manholes 5 Ea. $75.04 5$. 1}u HMA over 6" concrete base pavownt replacement in place 626 S.Y. $ 7.50 $.A&19ao 56 l}" HMA over 6" gravel base pave- meet replacesent in pl 10970 S.Y. _ 600 " $ !pw 00 Gravel bteftant Material in Mace 2►730 C.Y. $-As70 W, r (& yd. Concrete Ee*dwt and Snoase"t t in place 70 C.Y. Deep Aat (or Service) ConnetItion for Sewers 9 Ea. 60. Extra quantity ut 30000 pst ctin- orete iwluding reintor'oing steel, forAing, etc. , not 6hown on plans and if ordered by the Engineer 5.0 C.Y. 40 $, 100.00 61. Extra gaantity of 1500 psi concrete including torme, excavation, lto. , not shown on the lane and if ordered by the Engineer. 5.0 'C'Y, $15.00 TOTAL HID U2.475100 0 i ZY f9' T NY � e yda tJ}'1 � ((k ai£ �i3 i �fq STATEMENT OX MATERIA . An myig&s MATERIALS C4S ' (Based on Estimated Quantities) 1. Clay Pipe $156 2. Cast Iron Pipe $ 700.00 i 3. Corrugated Galvanized Culvert, Pipe $ 2.400.00 4. Concrete I $ 3.00a:00. 5• Brick for Manholes $ 4.9n.00 6. Reinforcing Steel 7. frbsdment Material $ 90T 8- Manhole Rims, Covers, and Steps $ 2.000.00 q. <Miscellaneous $ 2.000400 TOTAL lit MATMIALS $190,000400 LABOR 4ND SBftVICLS COST (Based on Estimated quantities) TOTAL AMoI',;A' i179..475,00 The total for the above two parts shall equal the total amount bid. SOURCE AND MATERIAL TIMF; SCHEDUmt, MIAVERY THIS SUPPL , t �;ulflridi�r Dsys) Clay Sewer Pipe Tex-Vit. Pine Cmmpany W— in 0TH Cast Iron Pipe man Q. 1=piPg Co�y _ 60 - _ The undersigned hereby declares he has visited the site of the woork, carefully examined the Contract Documents, and familiarized himself with all matters perUrtent to the work covered by the above bid. Within ten (10) days after acceptance of this Proposal, the under* 'ad will execute the formal contract and deliver an 'approved Surety Bond for t1c faithful PerfaMance of the Contract. The attached bid surety in the amodpt Of of-the jMnt 4 ' V E !�k! ' - �: r a i a 1 � � .,n C. . �( Cd,�4{ j y• '1 �, u u e- is to become the property of the City of Denton, Texas, in the event the Contract and Bond are not executed and delivered within the time above set forth as liquidated damages for the delay and additional work caused thereby. The undersigned agrees to commence work Within ten (lo) days after written notice to begin work and to complete the work within 160 calendar days. SEE ADDENDUM N{D 3 The -.+ndersigned acknowledges receipt; of the following Addendas No, I. May'?, 19641 No 'x. 1964. Respectfully submitted, . s . Inn ATT88Ts Oborge P. l m, Jr, , Presiders EA O'Ju 8455 WJAI Margaret �b in cecretary Address (Seal if Bidder is a Corporation) NO'I Do not detach bid form from other documents, J �`W t�'}Ir R� � rrr'�L �r�', '�".4 F i�6�'.�'..��i} ry i'h.'�A14 ;rs3+.�n£ i� ' r #� •9. 1 r " 3 4f sir 1 ' s ,"�' v {• Yk } xr; f�4i; { i .. r.4i:`T i.� ' sou 7 ,. r E r CONTRACT AGREEMENT STATE OF TEKAS COUNTY OF DXOTON THIS AGREEMENT, made And entered into this day of A. D. , 19 64 , by and between cho Gity, of DonLon of the County of Don Lon and State of Texas, acting through it's Mayor , thereunto duly authorized so to do, Party of the First Part, hereinafter termed the OWNER, and Lb.111Im Constntcti.on Company, Ipi,. of the City of Da 1,las , County of and State of _, `�'oxxs , Party of the Second Part, hereinafter termed CONTRACTOR. WITNESSETHI That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by the Party of the Fire. Part (OWNER) , and under the conditions expressed in the bonds bearing even date herewith , the said Party of the Second Part (CONTRACTOR) hereby agrees with the said Party of the First Part (OWNER,) to commence and complete the construction of certain improvements described as followst ('n t1LlrictL No , Fih�7 -- l�ocrin Cr�x�k I,ri�.:orc;r;�if,vr and all extra work in oonneotion therewith , under the terms as stated in the Oeneral Conditions of the Agreement; and at his (or their) own proper coat and expense to furnish all the materials, supplies, machinery, equipment, tools , superintendenoe, labor, insurance, and other accessories and services necessary to oomplote the said construction, in accordance with the aondi- tions and prices stated in the proposal attached hereto, and in accordance with all the General Conditions of the Agreement, and in accordance with the 3-5-6z l pl.rkrro , which includes all maps , plate , blueprints, arrl othrjr drawings and printed or written explanatory matter thereof, and the Spocifications there- for, as prepared by FREFSE, NTC11015 AND ENDIMS , herein entitled the ENGINEER, onoh of which has been identified by the CONTRACTOR and tho ENOTIJ;~XR, to- gol,hor with the CONTRACTOR'S writLon Proposal, the Oenoral, Conditions of the Al,rooment, and the Performance and Payment Bonds hereto Attached. all of whlah are made a part hereof rind ooll.ectively evidence arul conetituto the onl,iro Contract, The CONTRACTOR hereby agrees to commence work on ar after the date otiLablishod Tor the star' of work as set forth in a written notice to commence work and to substantially complete all work within the time st.Aloed i,n the Proposal, sub,je(;t to such extensions of time as .,ro providod by the Onneral and Special Conditions. The OWNER agrees to pay the CONTRACTOR in current furls the price or prices shown in the Proposal, which forms a part of this Conkract, such payments to be subject to the Oeneral and Special Conditions of the Contraot. IN WITNESS WHEREOF, the parties to these presents have executed this Agreement in the year and day firm above written, A'17EST s 1111; w.'1'Y OF D1,34TON9 TMAS Party of the First Part, OWNER Ii1UUK5 !!OL'1', City 8ocreMiry B1 12 _..;� ., ) , t , �. r. r.Jai Warren Whitson, !,�Lyur Title (SEAL) A"TF.9T t 1 1l .,c r' it << .�/ �� ��rY �•�_ cul' UM Mil L0711PANY, ING, Party df the Second)Part , CONPRA TOR V George P. L5,t11um, .Jr. , Pr•or;ident Title (SEAL) 2-15-64 2 PERFORMANCE BOND STATE OF TEXAS COUNTY OF KNOW ALL MEN BY THESE PRESENTS: That O . 1ijrn Con, L ucLi.on of the City of Dallas , County of . Dal l s , and State of Pt;zr,n as PRINCIPAL, and Roliance .Inr;uranco L'omnaU of Phi.ladel.nhizc. Pones lvania _ , as SURREY, authorized under the laws of the State of Texas to Rot as surety on bonds for prinoipala, are held and firmly bound unto the _ cu y (,f Donlon, Tox.rin , as OWNER,, in the penal sum Throe Hundred aixl ,y Nine Thousunr of __ Minn ilnnrlrc rl ��i .nnl�. It's yn '1V1 „l�_7 QU " Dollars ($2� .UO for the payment whereof, the said Principal and Surety hind themselves and their heirs, adm.inistra W rs , executors, successors and assigns, ,jointly and severally, by thes<z presents., WHEREAS , the Principal has entered into a certain written contract with the OWNER, dated the ._ clay of , 1901 for the construction of ;ur:i;r. c1. tlo Glf—.L„� 1'or.zrr Ureol: a:�il;crceutoz` which contract is horeby referred to and made az part hereof as fully and to the sumo extent as if copied at length horein. NOW, T1IE1iEF'01E , THE CONDITIO14 01' THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform said Contract and shall in all respects duly And faithfully observe and perform al]. and singular the oovenants , condition., and agreements in and by said contract agreed and oovenantod by the Principal to be observed and performed, and a000rding to the true intent and meaning of said Contract and the Plans and Speoifi.. cations hereto annexed, than this obligation shall be voids otherwise to remain in full force and effeotj PROVIDED, 110WEVER, that this bond is executed Pursuant to the provisions of Article 5160 of the Revised Civil Statutes of Texas as amended 3-5-62 3 by sots of the 56th Legislature , Regular Session, 1959, and all liabilities on this bond shall be determined in accordance with the provisions of said Article to the same e,.tent as if it were copied at longth herein. PROVIDED FURTHER, that if any .legal action bn filed upon this bond, venue shall lie in _ Denton County, State of Texas. Surety, for value received, stipulates and af!rses that no change, extension of time, alteration or addition to the termer of the contract , or to the work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in anywise affect its obligation on this bond, and it does hereby waive notice of any such change , extension of time , alteration or addition to the terms of the contract, or to the work to be performed thereunder. IN WITNESS MIEREOF, the saki Principal and Surety have signed and sealed this instrument this dc; of ..................., ., 1901 —. C1rl.lum Con'-Unwt:I.on Company, Inc, Relihnee, :fnomrranee Company Principal Surety Dy, 'Pith Coort, ' 1 , t;5a :3arnn, Jr. , Yr'�o�,;• Pitlo Address I'. 0. 13or, dk1j.5 Adriress_ it aI iti.t, j, ioxrin -^� '---- -----r . _ ..-i1 A LL&S. ?iRs _ .., l (SEAL) i ! (SEAL) The name and addross of the Resident Agont of lurety in , Note! hate of Bond must not be prior to date of Contract. tits"_ MIMI It 3-5-62 4 PAYMENT BOND STATE OF TEXA;i COUNTY Ole_ i;onl,on KNOW ALL MEN iiY THESE PR11;fill,N'I'.`i: That Ci I 1 nigr (;G,rIr,1,lhrcLi,)n Compolly, Ina. of the City of_ iinI Ir e County of _ �inl �:�a �, and State of rr ,r:; as PRINCIPAL, and t01 n:anrrrncr car>rnpan o1 T'h1 l.adel.phla. Pvnns,yl.von:Lrr -� as SURETY, authorizer) under the laws of the State of 'texas to act as surety on bonds for principals , are held and firmly bound unto the ,r' 31:,n r,nF `1'cxtL; - s 1`hrec 111'nriz cd Sl.xt 1 H i nc 11rnr nand as OWNER, in the penal sum o!' NiU .., r ; c( UUVCnt IQ LOO 100 ------ Dollars ($_3691975.Oo ) for the payment whereof, the said Principal and Surety bind themselves and their heirs, administrators, exeo- utors , successors and assigns, ,jointly and severally, by these presentst WIIFREAS, the Principal has entered into a certain written ccntraot with the Owner, dated tha day of , 19 _, For the construction of (' iAract No. 01-1 Pocan ( r(ar?k lntr;rrcptur which contract is hereby referred to and msrio a part, horeof as fully and to the same oxtent as if oopied st length herein. NOW , rHEREFORE, THE .;ONDITION 014' THM 0131,MATTON I'S eU1111 that if the said Principal shall pay all claimants suppl.yinp, 1 ' x)r ar; l material to him or a sulx,ontraotur in tho proncoutinn o!' the wor!, provided for in said contract , thr;n this obligation shall tx, void; oth(lrwi, ;P, to remain in full force and effect; PROVII)F:I), 11OWIs' ER , that this bon(I is executed pursuant to the pro- vi.siorin of Artiole 5160 of the Revisred. Civll Statutes of Texas as amended by sots of the 56th I.egislaturo , Rogular Sossion, 1.959, and all liabilities on this bond shall be determined in accordance with tho provisions of said Artiole to the name extent as if it were oopiod at length herein. PROVIDED FURTIiERt that if any legal action be filed upon this bond, venue shall lie in _ Bunton County, State of Texas. 3-5-62 5 Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition •to the terms of the oontraot, or to the work performed thereunder, or the plane, specifications or drawings accompanying the same, shall in anywise affect its obligation on this bond, and it does hereby waive notice of any euoh change, extension of time, alteration or addition to the terms of the contraot , or to the work to be performed thereunder. IN WITNESS WHEREOF, the said Princi al and Surety have signed and aealed this instrument this day of r, r , l9 C�! G La)li G'Q11.8LIUCtlrrn :' r�ln'1n4 lrie Suret Principal Ljuret _ny .; p y BY Title Uoorrc P. L'ul:Lum, Jr dont Title. Address rl._ f�; : t;L Address Dallan ! (SEAL) r� 11 (spa L) The name and address of the Resident Agent` of Surety is: mXV ,4 A) Note: Date of Bond must not be prior to date of Contract. KUlltl' vf'i '.V ' :'l ), 3-5-6z 6 GENERAL CONt)ITIONS OH' AGREEMENT 1, DEPINTTTONS OF TP;RMS 141 OWNER, CONTRACTOR AM)_iNGINNI,R , 'I'll() OWNER, the CONTRACTOR and the ENGINEER 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. The ENGINEER shall_ Ix) understood to be the ENOINEER or the OWNER or his duly authorizod representative . 1.02 CONTRACT DO 'MENTS , The Contract Doouciients shall consist r. r the Notioe to Itidciors Advertiscmon+, for (lids ) , Instructions to Iliddorn, Special Provisions or Special Condition; , ' roposal., Contract Agreement, Performance [fond and Payment }fond (when required) , Apoeial ponds (when required ) , General Conditions of the Agreement, Technical. Speoifioations, Plans, and all modifications thereof in. rorporated in any of the documents before the execution of the agreement. The ,Contract Documents are complementary , and what is called for by any one shall be as binding as if oal.lad for by all. in the event of a conflict in the Con- traot Documents, the CONTRACTOR shall call the conflict to th3 ENGINEER'S atten- tion in writing and he shall decide the conflict in writing, and the ENGINEER'S decision shall be binding, ]r ,QNSUf3..G'U T1 CTUft,. The term Sub-contractor, as employed herein, includes only those having; a direct contract with the CONTRACTOR , ja9A WXITTEN NOTICE; . Written notice shall be deemed to have been duly served if delivered in po on to the individual or ' ; a member of the firm or to an officer of the corporation for whom it is intundeo, or if delivered at or pent by registered mail to the last business address known Le him who gives the notice. l. . WObiQ Unless otherwise stipulatud , the CONTRACTOR shall provide and pay for all matu-ials, supplies, machinery, Pquipmentr tools ' superintendence , labor insurance , acrd all water, light, power, fuel , Oransportation, and other faoil- Itios and servi.ees necessary for the execution and completion of the work covered by I-lie oontrauL documonts. Unlens othorwise upecifiod , all matorinls shall be now and loth workmpnohip and materials shall 0- of a good quality. The CONTRAC- TOR shall , if required, furnish sati ; laatory 000nee as to the kind and qual- ity of matorinls;. Material.; or work desgribed in words which so applied have a well known technical or trade meaning shall be held to refor to such r000g- nized standards. jA WORKTNO DAY. A 'Working Day" is defined as any day at including Satur- days, Sundays or any legal hol.idaye , in which weath, r wiI permit, oonatruction of the prinoipal units of the work for a period of not le. that seven (7) hours between 7100 a.m. and Q OO p,m, 1,07. AC z,Et�DAfR DAY, A ";alendar Day" is any day r the wook or month, no days being excepted. 3-1-62 7 1,,,U•_ W0RX WEEK, The "Work Week" shall consist of a period of seven (7) success- ive calendar days to begin and end as specified by the CONTRACTOR , 1.09 SUI)STANTIALLY COMi'LETED, By the term "Substantially Completed" is meant that the struoture or facility has been made suitable for use and all oonstruo. Lion oompleted except for minor repairs or miscellaneous work, whioh while in progress will not interfere with the OWNER'S use and occupancy of the structure or facility. 2. CONTROL OF WORK Z,Ol LINES AND GRADES, Unless otherwise specified, all lines and grades shall be furnished by the ENGINEER. Whenever necessary, construction work shall be suspended to permit performance of this work, but such suspension will be as brief as praotioable and the CONTRACTOR shall be allowed no extra oompenuation therefor. The CONTRACTOR shall give the OWNER or the ENOINEER ample notice of the time' and place where lines and grades will be needed. All stakes, marks , etc. , shall be carefully preserved by the CONTRACTOR, and in case 'ot careless dentruotion or removal: by him or his employees, such stakes, market eto. , shall be replaced at the CONTRACTOR+S expense. 24,02 ENGINEER 'S AUTHORITY AND DUTY. Unless otherwise specified, it is mutually agreed between the parties to this Agreement that the ENOIHEER shell supervise all work included herein. He has the authority to stop the work 'whenever` suoh stoppage may be neoessary to insure the proper execution of the contract, In order to prevent delays and disputes and to discourage litigation, it is further agg'roed that the ENOINEER shall in all cases determine the amounts and quantities of tho sovoral kinds of work which are to be paid for under this contract. lie shah determine 'all. questions in relation to said work, and the construction thereof, and shall in all oases decide every question which may Aries relative to the execution of this contract o), the part of said CONTRACTOR, The IMi � uMal, orltimates and findings shall be the conditions preoodent to the right of t.r;e pArti.ss hereto to arbitration or to any action on the contract, and to any rights of the CONTRACTOR to receive any money under this oontraotj provided, howev�.r, that should the NNOINEER render any decision or give any direction whioh, in the opinion o � either party hereto , is not in accordance with the meaning and intent of this contrAot , either party may file with said ENOINEER within fifteen (15) days hie written objection to the do- 1 --ion or direction so Pondered, and by such action may reserve the right to [Iubmit the question so raised to arbitra- tion as heroin provided, It is the intent n.i' this agroomont that there shall be no delay in the execution of the work; therefore, the written decision or diroofJ ona of the ENGINEER an Pondered shall be promptly carried out, and any c]aim arising therefrom shall be thereafter adjusted by arbitration as herr.in.. .•tftor provided. 'rho 1ENOINEER shall$ within a reasonable time, render and deliver to both the OWNER and the CONTRACTOR a written decision on all claims of the parties here. to and on All questions which may ariso relative to the execution of the work or tho interpretation of the oontraot , speoifications and plans, Should the '1..5. h7 11 ENGINLUZ fail to make such deoinion within a reasonable time, an appeal to Arbitration may be taken as if his decision had been r"nriored against the party appealing, Whenever the words "di.racted" , "required" , "permitted" , "designated" , "con. sidered necessary" , "proscribed", or words of ltko import are used, it shall be understood that the directi.ong requirement , permi.srsion , order, designation or prescription, of the ENGINEER is intended; and simllarly, the words "approv. al" , "aooeptablo", "nat.l.sfaotory", or words of like import shall mean approved by or acceptable or satisfactory to the ENGINEER . Z.0,3 SUPERINTENDENCE AND INSPECTION. It is ngroed by the CONTRACTOR that the ENOINEER shall bei and is hereby authorized to appoint from time to time such subordinate engineers , supervisors or inspoctors as the said ENGINEER may deem proper to inspect the material. furnished and the work done under this agreement, and to see that the said material is furnished, and said work is done in accordance with the speoifications therefor. The CONTRACTOR shall furnish all reasonable aid and assistance required by the subordinate er,f;inoers, supervisors or inspeotors' for the proper in®peetion and oxamina- tion of the work. The CONTRACTOR shall regard and obey the direoti,ins and Instructions of any subordinate ongineers, suparvisors or inspectoro no appointed, when such directions and instructions are consistent with the obligations of thin Agreement and the aocompanying plans and apocificationsi provided, however, should 'the CONTRACTOR object to any order by any subordi- nate engineer, supervisor or inspootor, the CONTRACTOR may within six (6) days make written appeal to the ENGINEER for his decision. 2004 COM CTOROS DUTY AM SUPERINTENDENCE. The CONTRACTOR shall give per- sonal attention to the faithful proscioution And oomplotion of this 'contract Find shall. keep on the work , during its progress, ' a competent superintendent and any n000nsary assistant, all satisfactory to the ENGINEERo The superin. tendent shall. represent the CONTRACTOR in his absenoo and all directions given to him shall be as binding as if given to the CONTRACTOR. O CON'1'F�ATIORIS UNDMSTANUINO, It io-s understood and agreed that the CON.. TRACTOR han , by careful examination, satisfied himself as to the nature and location of the work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of equipment and faoalitios needed preliminary to and during the prosecution of the Work, the general and local conditions, and all other matters which can in any way affect the work under this contract. No verbal agroemont or conversation with any offioor, agent or employoo of the ENGINEER or the OWNER, either be. forr. Or Aftor the execution of this contract, shall affect or modify any of the terms or Obligations haroin contained. 2.O6 CHARACf'M 01" WORM4. 'rho CONTRACTOR agroes to employ only orderly and competent men, skillful in the perforriance of the typo of work required under this contract, to do the works and agrees that whenever the EN(11WR shall inform him in writing that any man or man on the work Aral in his opinion, incompetent, "unfaithful, or disorderly, such man or men shall be discharged from the Work and shall not again b(l, employed on the work without the EMIUMMIS written consent. L02 CONI'UCTOR'S,, sBU11I)INN,1 Thr, building of structures for housing Mn, or the erection of tp:fsts or other forms of proteotion, will be permitted Only at such places as the ENOINEER shall direot, and the Aani.tary oonditione )�5.6z 1 of the grounds in or about such structures shall at all times be maintained in a mnnnor satisfactory to tha ENOMMM . ?.,Ofi SANITATION. Necessary sanitary conveniences for thr; use of laborers on the work , properly sooluded from public observation, shall be constructed and maintained by tho CONTRACTOR in such manner and at such points as shall he approved by tho ENGINEER, and their use shall be strictly enforced. 2.09 : 9110P DRAWIN ,s , The CONTRACTOR shall. submit to the ENGINEER , with such promptness sour oo cause unless ay in his own work or in that of any other Con- ro mess xs to cause no dole in his + P ► e specified, of all shop and/or matting drawings and sohedules required for the work of the various trades, and the ENGINEFR shall pass upon them with reasonable promptness, mp.king desired cor- reotions . The CONTRACTOR shalt, make any oorreations requirod by the ENGINEER , file with him two corrected copies and furnish such other copies as may be needed. The FJNGINMPS approval of such drawings or sohedulan shall not relieve the CONTRACTOR from responsibility for deviations from drawings or speo,ifica... Lions, un'leas he han in writing called the > NGBEERIS attention to suoh devia- tions at the time of submtssion, nor shall it relieve him from responsibility ;for errors of any sort, in shop drawings or , eohodulo s. 0, 1'icL1TMfNhIt7 Al' QVAI , The ENGINEER shall not have the power to wrii,vo the obligations of this contract for the furnishing by the CONTRACTOR of good material,, and of his performing good work as herein descri.hnd, all in .full acoordanoo with the plans and specifications , No failure or omission of the 1NGINXER to condemn any defective work or material shall release the CONTRACTOR from the obligations to at onov tour out , remove anti proporly roplaao the same at any Limo prior to final. aaceptanoe upon the dieoovory of said dofectivo work or material.; provided , however, that the ENGINEER shall, upon roc{uest of the CONTRACTOR , .inspect and acoopt, qualify, or re,joct any matorial furnished, and in event the material has been onoo accepted by tho r 1NBEHl such nacop- tanoo shall be binding on the OWNER, unless it can be oloarly shown that suoh material furnishod door not moot the spooifioations for this work. Any qucitionod work may be ordored taken up or romovod for ro-oxrmination b y the ENOINEBR, prior to final aacoptanca, and if found not. in accordance with the spooil'i.oationrs for said work, all. expense of romoving, ro-.orami.nation and replacement shall be borne by the CON'T'RACTOR, otherwise the oxpenso thus in- ourred, shall be allowed an EXTRA WORK , and shall be paid for by the OWNER; pro- vided that, where inspection or approval in speoi.floally required by the npooi- fiaations prior to porformanoo of certain work , should the CONTRACTOR pr000sd with suoh work without roquosting prior inspection or approval, he shall bear AL-11 expense of taking up, romovingr and replacing thin work if so directed by the ENGINMR . ZA lC TS ANU—THEIR ftEM It is further agreed that if the work or Any ,part thereof, or any material brought on the sits of the work for uee in the work or selected for tho came, shall be deemed by the ENGINEER as unsuit- able or not in conformity with the spooifioatons , the CO}TRACTOR shall, after reoeipt of written nottoo thereof from the MNGINB,%R , forthwith remove suoh 3-5-62 10 I material and rebuild or otherwise remedy such work so that It shall bo in full accordance with this contraot. 2.12 CItANG[,J AND ALTERATIONS. The r10NTRACTOR furthuh agrees that the OWNER may mako such ohangos and alterations as the OWNER may noe fit , in the ].inn , grade , form, di.monnions, plans , or mai,eri,al.s for the work herein contomplAt,ed, or any part theroof, oither 1x,fore. or after the beginning of the oonstruotion, without affecting the validity of Lhis contract and the accompanying perform- anon and payment; bonds. If nuch nhanges or alterations diminish the dtuant.ity of the work Lo be done , they shall. not oonstituto the W,;i., for a olni.m for damager,, or ant,iolpatod prot'its on the work that may bo cl.I.Sponsed with , except as provided for unit price itoms under Sooti.ors 51 "Moasuroment and Paymont". If the amount of work is increaseci, and the work oan fairly be classified under the specifioation® , suoh inoroaae shall be paid for n000rding to thr, quantity actually done and at the unit price, if any, established for such work under this contract, except as provided for unit prior items under, Section 50 "Measurement and Pay» ment"; otherwise, such additional work shall be paid for as provided under Extra Work. In case the OWNER shall make such obangos or alterations as make uneloss any work already done or material already furnished or uaod in said work , then the OWNER shall r000mponso the CONTRACTOR for any material or labor ro usod, and for any actual Loss oconsi.oned by gttoh ohan o , due to actual exponsos i.notsrred in propagation for the work as origInall.y pl.Artned . 2,1'_ R CON'1' OF ENGINEER I'0 _MO_D Cis Y METHODS AND E lili'MEN'1', It' at any ti me the mothodn or equi.; mont used by tho CON'f�tA�IT01t are found to be i narlequato to socure the quality of wont or the rate, of progre:;s required under this con- traot, the EKWNEU may order tho CONTRACTOR in writing to i.ncrnanr their, safnty or improvo Choir oharAdtor 'and officioncy, and the CONTRACTOR nhall comply with nuoh order. If at any time the working force of the CONTRACTOP is inadequate for scouring the progress heroin spcoified , tho CONTRACTOR ,shall, if' no ordorod in Writing, inrroaso his .forco or equipmont, or hoth as may be required by l,hc ENGIRER. 3. GENERAL ORLIOATIONS AND Rl,` l'ODl51RII,l'rTES 3.01 KEEPING OF PLANS AND SPEOIFICATIONS AC','E3S1I3L1,, rho 1a4lliNEhlt Shall furnish the CONTRACTOR with an adequate and rranonnbl.o number of oopioa of all. plans And spfcifioationa without expense to him, and the CONTRACTOR shall kuop one copy of the same constantly aduessible on the work , with the latest revisions noted thereon. 3.02 OWNER5111.1' OF bRAVOOS , Ali. drawings , spcoifioations and. copi.os there- of furnished by the ENGINEEt, ahall not, be roused on other work , And, with the exooption of the signed oontraet sots , are to be roturnad to him on requent, at the complotior of the work . All models Are the prolxirty of the OWNER 3-5-62 l.l. 'i,U3 ADEQUACY 01" DESIGN. [A Is undersLood that the OWNER Imli,cvos tic has ompl.oyed competent ongi.neor;; and cionigners. l:L is , thorofore, agreod that Lho OWNn' t shall be renponsi.hl.e for the adoquaoy of the dcrilgri , suffi.cioncy of the Contract Documents, thfs nnf'oty of the structure and tho practicability of Lho operations of the oomploted pro,jeotj provided the COWIVAf;,rm has complied with the requirements of tyro said Contract Documento , nll. rnpproved modifioa- Lions thereof, and additions and alterations Lhcroto approved In writing by the OWNER. The burden of proof of such compliance shall tsA upon the CONTRAC- TOR to show that he has compl.iod with Lho said requiromonts of the Contract Documents, approved modifications thereof and all approved additions and alterations thereto. 1.04 RIOIIT Ok' IrN'I7tY , The OWNER rosorves the right to enter the property or location on which the works herein contracted for aro to be constructed or installed, by such agent or agents as he may elect. 3.05 COLLATERAL CONTRACTS, The OWNER agrees to provide by separato contract or otherwise, all labor and material essential to the completion of the work specifically excluded from this contract, in such manner as not to delay the progress of the work , or damage said CONTRACTOR, except where such delays are specifically mentioned elsewhere in the Contract Documents, 3.06 DISCREPANCIFS AND OMT.'Sy,:IONS , It is further agreed that it is the intent of this contract that all work must be done and All material must be furnished in n000rdanoe with the generally accepted practice, as determined by the ENOI- NEER, and in the event of any discrepancies between the separate contract doeu-. monts , speeifioations or drawings, the ENOINEZ11 shall. define which is intended to apply to the work. -1g.07 —EQUIPMENT, MATERIALS.-AND CONSTRUCTION PLANT. The CONTRACTOR shall pro.. vido all tools, oquijimont, machinery, matoriale , and construction plant and facilities neeossary in the prosecution and completion of the contract, except as otherwise spooifi,oally set forth to be provided by the OWNER, The CONTRAC,_ TOR shall be responsible for the oaro, preservation, conservation, and pro- teetion of all materials , supplies, machinory, equipment, tools , apparatus , accessories, facili.tios , all means of construction, and any and all. parts of the work , whether the CONTRACTOR has boon paid, partially paid , or not paid for such work , until the entire work is completed and accepted. 3.08 PROTECTION AGAINST ACCIDENT TO FMPLOYEES AND THE PUBLIC , The CONV(AC. TOR shr,ll take out and proouro a policy or policies of workmen's compensa- tion i,nauraneo with an insurance company licensed to transact business in the State of Texas, which Policy shall comply with the Workman' s Compensation Law Of the `itato of Texas. The CONTVACTOR shall, at All times exercise reasonable precautions for the safety of employees and others on or near the work and shall comply with all. applicable provisions of Nodoral, State anti Municipal safety Jaws and building and construction codes , All maohinery and equip- ment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of the Associated General Contractors of America, except where incompatible with Federal, State, or Municipal lawn or regulations. The CONTRACTOR shall provide such machinery guards, safe walkway®, ladders, bridgos, gangplanks , and other safety dovioes as may be required as requisite to the prevention of accidents. The CONTRACTOR 3-5-62 12 and his Sureties shall indemnify And navo harmless the, OWNER And all_ his officers , ar,ento , and employees from all suiLm, actions Or claims of any character , name, and rdo50ription brouglit, for or on A000M of any injurios or damages roeoived or sustained by Any parson or pnrnonrs or property, on a000tmt of any norligent ae,t or fault of CONTRACTOR. , bier nr;MI or omployean , in the oxecuLion of maid contract. ; or on Account of the failure Of the CON_ TRACTOR to provide necessary barricades, warning lights or signs; And will be rewired to pay any Judgment, with costs , which rrvly be obtainod against the OWNER growing out of such injury or damage. 0 YERYORMANCI�� AND PAYMENT BONDS,�� it; is further agrr,ed by the parties to this Contract that the CONTRAC'T'OR will executo neparato performance, and Payment bonds, each '.n the sum of one hundred (1001) percent of the total eontrAOt price , on standard forms for this purposo , guaranteeing faithful porformanoe of the work and the fulfillment of any gunrantees roquired, and further guaranteeing payment to all persons supplying labor and materials or furnishing him Any oqui.pment In the axeoution of the ContrAot, and it is agreed that thin Contract shall not be in offeot until Auch performance and payment bonds are furnished and approved by the OWNER . Unless otherwise approved in writing; by tho OWNER , the surety company under- writing the bonds shall be acceptable according to the latest list of com- panies holding eorti.fioateA of authority from the Secretary of Lim Treasury of the United States, As herein Provided for GU RANT 6;, the performance bend shall remain in erfooL for a Poriod of one year aftor the date of the Certificate of AceopLanoe by the OWNER . The Cost of the premium for the porformanon and payment bonds shall. be Included in the CONTRACTOR 'S Proponal , x.10 LOSSNS IROM NATIMAL CAMR, All loss or damage to the CONTRAC'T'OR arising out of the nature of the work to be done , or from the action of thrr, elements, or from any unforseen eireumstancos in the prosecution of tho same, or from unusual obstructions or difficulties which may be oncounterod in the prosecution of the work , shall he sustninod and borne by the CONTRACTOR at his own cost and expense, .11. _ Plzo, E'TTON oF_ AD,IOTNTNO PROPERTY, `Cho said CONTRACTOR shall tako proper meant to Protect the adjacent or .adjoining property or nroperttom in any way encountorod, which might be injured or seriously afinc ted by any process of construction to be undortaken undor this Agreement, from any damage or injury by reason of said process of construotinn; and he shall be linble for Any and all claims for such damage on noaount of his failure to fully protect all adjoining property , The CONTRACTOR Agrooa to indemnify, Savo and hold harmlesn the OWNER against any claim or claims for damages duo to any injury to any adjacent or adjoining property, aris- ing or growing out of the performance of the contraoti but any such i.ndem» ni.ty shall not apP1y to any claim of any kind arising out of the existence or oharacl,or of the work , 3,:12 I,(tOTG'C'fION AGAINST ! AIMS US . c TR CTORSt LABORER;;, MATERIALKEN ND kU1tN2 HEIRS OF MACHINERY, E S1Q II)KNI .AND 9UPPLICS. The CONTRACTOR agrees that he will i.ndemni.fy and save the OWNER harmlonn from all. claims growInp, 3-a-62 13 (1111, of the .lawful demands of sub-.00ntraotorn , laborors) workmon , moohanic,:. rnrttor'ialmon, and furni.shorr, of machinery and pnrta Lhoreof, oriuipment, pc nr 1,001.9 , and all supplies, i.nclukli.nt; commissary, i.nrurrod in the furt,haranco of tho performance of this contraeL. Whorl so desired by the OWNi�R, Lho C'ONT'RA !TOR nhal.l. furnish satisfactory ov1Acnoe that all obligations of Lho naLurc horoi.nabove Annignated have been pald, dttehargod or waived. If the corrRACTO}t fail, no t.o do, [,hen the OWNER may At Lho option of tho CONTRACTOR oith(1r pay dirontly any unpaid bills, of which the OWNER han written notice, or withhold from the CONTRAC- TORS unpaid compensation a rium of motley deemed reasonnbly suffi-Mont to liquidate any and all such lawful elai.mn until satisfActory ovidenco is furni.rihod that all liabilities have been tull.y di.schavged; whereupon paymonts to tho CONTRACTOR shall bo resumed in full., in acoordanoo with the terms of this nontraot, but in no event shall the provisions of this sentonoe 1x3 oonstrund Lo imposo any obligation upon the OWNER by either tho CONTRACTOR or his Surety. 9, 13 PROTECTION A0AIN31' ROYAl,'i'l'P5 OEt PA1'FNTED INUE " Nt10N I 'lhn r,}pl1RAGl(Nt shall pay all royalties and liconso foes, and shall provide for tho urse of any design, device, material., or process covered by letters patent or copyright by Auitablo legal agreement with the patentee or OWNER. The CONTRACTOR nhall defortd all suits or claims for infringement of any patent or copyright rights and shall indemnify and save the own'[? harmloss from any loss on aoocunt thersof, oxoept that the OWNER, shall dcfond al.l, such suits and claims and nhal.l be renponni.ble for all such loss whoa r, part.ioul.ar design , device , materiAl, or process, or tho product Of a partiCUlar manufacturer or manufacturers is npeoifiod or roquirod by the OWNER) providn(l, Itnvrever, if ehoioo of a'ltornato design , device , materitil , or process is ;allowed to Lhe CONTRACTOR, then CONTRAC'T'OR shall. indomni.fy and Savo OWNER harmloss from any loss on a(,,00unt therfeol.'. If the trtatel'ial, or pro. eels specified requirod by the OWNER i.s an infringoment, the CONTRACTOR shall be rosponsiblo for such loP.t3 1111106s ho promptly i0vos such inform,ition to Lho 0y{Nr,R. 34 IJI� ,,� 4{S QNU OHU.I.N Gls.. Tho CONTRACTOR shall at 01 t .mon o1)8ervo and comply with all federal, State and 100111 laws, ordinances and regulations, which in any manner affect the conLraot or th;e work , and nhall indemnify and lava hurm.l.ess the 0,r{NGIt against an',, claim ari.siuft, front the vic.lxttlon of arry SUCK laws , ordin- ancen, and rogu].atir>rt,3r whcthor by Lho CONTRACTOR or Iris c',mplrsyees, ' cxoopt whero such violations are called fnr` by the provisions of the Centract }looumentr3. If the CONTRACTOR observes that Ole plans and sprci.f' eations are at variance thorn.. with , he shall promptly notify the LNOTNEI"I? it) writingo and any necessary Chanl;es shall be adjusted as �ovidod i.n the contract for changes in the work. if the CONTRACTOR performs arty work knnwing 1t to bo contrary to such laws , ordinartoos , rules and regulation,,, :end without such notice to the ENGI[411 o ho shall. bear all Costs arising therofrom. In case the OWNER it a body pol.i.tic and corporates, the l aw from which it (irriv�>r, i is powers , insofar as the sarr,h regulates the Objects for which , or the mnnr,,j, in which , or tho Conditions under which the OWNER may enter into oo tract , shall be controlling , and shall be considered as part of this oontrao(,, -so the ' Amt) offoet as though nml)Nlied heroin, ail AS5IGNMEN" N_A f -SIR L11: .'' ;C�, I'll(,, C'ONTRACTO}t lurtlror np;rnns that he will retain personal ountrol Arid will give his personal attontion to the fulfillment Of this conteaot and tha!, ho will not assign by t'ownr of ALtornoy, or othotwtipc , 3-5-6z lzr or sublet Bald corttvnoL without, the written consent of H,e OVIER, And that no Bart, ov foature of f a work will. bo sublet to anyone of •ictionablo to the ENOTi)M,l rr the OWN . TI;(,, CONTRACTOR furthor A(rreori that the subletting of any por0,()n or font, re o : Lit wor•'; , or maLerials requl.rod In the performance of thin nontraoL, shall_ not ­(!1.Avvo 1.1ie r'ONTRAC'rOR from his full obligati ons !,o i,ho OWNER , ,kn providwi t, 1,hi Arrnement , I x. 16 CONTRA"TORIS AND SUIT CON'r11A-J011' The "ONTPACTOR shal ' not 00171111rnoo work under this contraot unt i 1, hr has obt,ai.nr• I all the i nsurar to roquired tinder the following gub-pRralrraphn and such insurance has been approvod Ly the OWNXR. , nor 9ha11 tho (:)NTHACTOR allow any site-contraotor to nommc!nno work �n a , uh-contraot ulliAl sash sub- -ontraotor has obtained com- ,Moto insurance oovoragu as roquirod fog w CONTRACTOR. 31161 COMPENSATION INSURANCE. The CONTRACTOR shall procure an(i shall mair: - trrin during the I U'a of this oont raet 'd'+orkmen' n C )tnpen,aatiorr Insurancn for all of hit; employcos to be engaged in work on the project tinder this contract and, in oa io of any suoh work sublet, the CONTRA:1011 !;hall. require the sub-contractor similarly to provide Workmen' s Compensation Insurance• for all of 'tho letter's employees to be engaged in such work , unless Such' omployees are oovered by the protoetion afforded] by the (lontrMAGr's Workmon'n Compons, Lion Tnsurnnoo. In case any class of omployeos engaged in ' hazardoua work on the project under this ooni,raot in not protoctod under the WorkivW s Componsatior: StAtutu , the CONTRACTOR shall provide and shall cause enoh flub-oontraotor to provide ado- quato Employer's General Liability Innurnnoe for the protection of such of his employees not, otherwise protected. 3.162 CONTRACTOR PUDLIC ]:IA1IM,rY AND PRO— CRTY DAMME INSURANCE. The CONTRACTOR Will procure and shall maintain during tho life of this contraot Contraotor's Public Liability insuranoo in an amount riot less than $100, 000.00 for injuries, inol.ueling accidental doath, to any one parson, and subject to the samo limit for each person, .in An mount not loss than $3')0,000.00 on account of one aooLdanL, and Contractor' s Property D©mngn Inriuranco in an amount of not loss than $50 ,000.00 of) aCeOUnt of one accident. and $1001000,00 aggrognto. The CONTRACTOR shall also Curni.sh Contractor' s Protrrtive Liability Insur- Anro, an separate poltoien or an A part of ono of.tho nbovo mentioned poll. eion or by endorsement thereto , in tho amount act forth far public liability Anti property damage. 3,1.6' AUTOMOBITI INSURANCE - Ir,OLY INJURY AND PROM, t DAMLGZ.. The ( ON- TRACTOR shall procure and maintain, during the 'li'fe of thin; Contract, Auto•- mobi.l.o Innuranoe in an amount not loss than `C1.00,000.00 for in,jurion, including accidental death, to any one parson and subjtiot to the same limit for each person, An amount not long than $300,000,00 on account of one noni- dent, and automobile proporty dmmnpo insurance in an amount not lens than $5 ,000.00 ;iQQPE OF INSMA I '],; AN _PLCIAL_HAZARD. The Tnrrurrinre required unties the above paragraphs shall provido adequate peoteoti.on for the CONTRVTnit and his sub-contractorri , rospeotAVOlyp against damnt;e (,)Aims whioh may arise from 3-5-62 1.5 oluarvations urtdar this oontrloL, whother suoh operations bo by thr sr� ,urr;d or by ruiyone directly or indirectly employEd by him. Tn -ut•anee „hol i b;� 1wovidc,,1 ngalnst spocial hazards, if any, tus may bo sot for` i, in '010 arx,-oin .onii { lons er t,pecial Provisions, or elsewhore in taaraan ;;ant : ;cat Docum, nLs . 1''r;r ��ontraots involving work to bc. porforme<? wiLi , n Lho f,ra' ima r [' Milli ioi.pal.it; and i'or <:orntrnots inv,,Lvint; Ilii?v 'ling+ const lior al,(— nr 0Lher ) , the CONTRACTOR r,hat1 f �-nish ia: Errnnoe a,i sep he i_ai.t by additional endorsement to ono of the al,ove mnntif — I po' , Id W :>rant IM sat forth for public li.a' lit,y rfrid proparLy da ,tir;e$ 111, sin;, ur.:;� �e; (a) Blaati,rigo Prior Lo an, blaming I,,& dono. (b) Collapse (:f bv �Ldingr; or s`.rucLurot, ,jacert. Lo ox,.,avat'ior ( if exonval,ion-1 aro ,o ba I,arformod ad,jaaont to same ) . (a) Damage to trndargroun,i uti:litior. ��1G5 PROOF' OF" CAItR1liCU OI IN9tdItAN ' ?, The CONTRAC'T'OR shall furnish the OWNER with satisfactory proof of coverage by insuranco required in Chase Contract Dona, ments in amounts and by oarriorn sa',lafactory L ! the OWNER. Proof of oarrl.ap,, Of insurance by sub-oontraotors shrfil tttso be furni.ahad. ' 3,1 OUAItANI' '' ' o Tho CONTRACTOR shall guar,antera Lho work agairist failure or malfunction due to defective materials or workmanship for a porlod of one year from the data of the w,ritton Certificate of Acceptanoc; of the OWNER. Where the CUNT10�'rOR is required to proourc and furnish 1111-ticl -a mnnufacturod by other,,, Lhe standard warranty, if any, of' the manufacturer tharoull dhal:l be dolivore to OWNAt by CONTRACTOR in farm to inure to OWNER 'S hanefiL. This guarantee will not apply to defecto of any matorial.s cr 'quipv,cant furnished by the OWNER to the CONTRACTOR for inatallationl however, tho guarantee will apply to any defects in workmanship In the instal.latinn by the "ONTRACTOR of such materials or equipment. When defoctive material and workmanship are discovoreci, all required repairs shni.1 be mado by tho CONTRACTOR at his own exponse. 5uoh ropairs shall be initiat,ad within five (5) days aftor written notion of such B.ofoots has been Civon by the OWNER and the work of the repairs shall pr0000d with ,dispatch so that the ropairs will. be compl.otad within a reasonable Iontrth of ti.rne. Should tho CONTRACTOR fail to initiato the ropairs within five (5 Clays aftor written noti.eo or should he fail to oomplotc the repairs within a reasonable timer the OWNED may make tho nooessary ropairs and ahargro the CONTRACTOR with all costs inourrod therefor. A'; a part of this guarantoo , the CON'TRACTOR'S Performance Bond shall remain in offoot for a porlod of one yaal' after the data of written aoceptanae by the OWNER. 'l IQ WAQ' I 4s The OWNER in ncoordanoo with statutory roqui.remonts has dotorminod. tho gonoral prevoi.ling rated of wages as applicable to the project, and the CONTRACTOR Shall pay not loss than the ratoa of wages so determinarl. A copy of the schedule of prevailing wage rates as naLablishsd by the OWNER Is included as a part of there Contract Documents, 3-5-62 16 fir. PROSECUrTON AND PROCRr3fl aj l�TII4, AND ORDi;R OF COMPLETION. It is the moaning and intent of this nontrnot , unless othorwi.so herein specifically proviclo(l, that the CONTRACTOR nhal.l prosecute his wore I k at gush limos and seasons , i.n such order of prooe- r1onro , and in srtoh manner as shall. bu most conducive to oconomy of cornstruo- t.ion; provided , however, that the order and the timo of prosecution shall be ` roh that the work shall be substantially oompl.otod an a whole and in part , in a000rdaneo with this oontraot, the plans and spoei.fioations, aryl within the time of completion dosignAtOd in the Proposal.; provided , Also, that when the OW14ER is having other work Bono, either by oontraa+, or by his own forest the BNOINE11 may direct the time and manner of oonstru,)Ling the work done under this contract, so that conflict will be avoided and the oonstruotion of the various works being done for the OWNER shall be harmonized. The CONTRACTOR shall submit, at such times as may reasonably be requested by thn ENUINEER , sehodul.es which shall, show the order in which the CONTRACTOR Proposes to oarry on the work , with dates at which the CONTRACTOR will start the sevoral parts of the work, and estimated dates of cornplet.ion of the sov» erAI parts. Within seven (7) days 'after .he end of each aalendar month, the CONTRACTOR shall report in writing; to the ENGINEER any day elaimod to be unsuitable for working. Within sevon (7) days thereafter, the ENUINIIM shall agree or dis.. agree in writing as to whether the time 01AIMed as not nuitable for working ' shall be no r000gnirdd And the 'r.NO7NEER+S dooision shall t)o final and binding ?t.0 F ;{TENSIUN0F `7,�ML ." Shaul<1 the Cc�NTRArTOIt be c(olaynri irr the complotion of thr. work by uny set or nogl.oct of the OWNER or INOINX%'U or of any employ. eon of eithoPr or by other contractors employed by thn OWNI.R, or 1)y change:; ()?1f1ared in the work, or by n�tr.'ckos, lockouts, firer, ,inrl unusual. cln'tP n by common oarriors, or unavoidnblo cau.9ri or causes boyoud the CONTRAM ORIS con- trol, or by any causrr whi.oh tho PTOINN8'k shal.l dr;oi.do Jusl,i.fiori the dolayr then An exttn^ ti,>>n of time shall. bo all.owad for aomplotinp the work , oienL to �ompensato fur the dol.ay, the amount of the i�rt�m:;i_on Lc bo decor-. mined by ',he hNOINGhRq provided, howev,r, that tho COMITACi'OR �.hali hive the NNOINPIRR notice i,i writing of the r,nusc of suoll doll within ten ( 10� flay;; From inception of such clolay. 4 HIPI R fhlE:, A11D yL;1� Y$.. No olaims shall be made by Lhu CrNT:Rk`,TOR fur (iamagoti rosu ti r�om hindrnnoos or' do'ia n from any oau e (oxoopt whero the work i A str ,rl god by order of tho OWN n, ) duri ng tho proF ru'sc of any Fier. tion of ttre work ombracod in this contract, In case said w,)rk uhall. be stopped by the lot of tho OWNLilf then suoh oxpenoe as in the ,judgment e1' the ENCITAM is nbused try shah fitor)pago of said work shall. he peii<1 by the OWNPT to the CONTRACTOR . 4,O�E LIIDATI•;DOqAC)'4 , The f;ONPRACTOR carobs that time it, cif Lho essartae of this contraot, and that for oaoh day oC delay beyond tho number of clays heroin agrsed upon for the aomp4etion of tho work horctn specified and con- tractod for (aftor due allourtn1lo for much extension of Lime as i.s provided 3-y-6z 17` i for under Extension of nmo horeinnbove) , the OWNER may withhold pormanrntly J'rom the CONTRACTOR'S total oomponentton, the amount per day given in the following schedule, not as a penalty, but as liquidated damages and for Added expense for engineering supervision, etc. in oonneetion with the pro,jeots Amount Amount of Liquidated Of Co ra .,. f)ama¢es PU. Day 50000 or logs $ 50 50,001, to 1009400 75 100 ,001 to 500,000 loo 500,001 to 11000,400 1510 1,000,001 to 200000000 200 Over 29000,400 300 5. MEASUREMENT AND PAYMENT 5.01 O.UANTZTIES AND MEASUREI' ENT�" . No extra or customary monsuremonta of any kind will be allowedt but tho actual measured and/or computed longth0 area, solid oontonts, number, and weight only shall be oonsidorodt unloss otherwise specifically provided. ,"1,s,Q2,.„•ESTX TED QUAINnTITI EC . This agreement, including the ipooirications, plane and estimate , is intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown for the various olasses of work to be done and material bo be. furnished under this oontraet, they are Approximate and are to be used only as a basis for estimating the probable cost of the work and ,for oomparing the proposals offered for the work. It in understood and agreed that the actual amount of work to be done and mntarial to be furnished under this oontraot may differ somewhat from these eatimatea, and that where tho basis for payment, under this oontraot in the unit price method, paymont shall be for the actual amount of such work done and the material fur. nished. Where payment is based on the unit prloe method, the CONTRACTOR agrees that he w,t.11 make no olaim for damages, antioipated profits or otherwise on aocount of any differences whioh may be found between the quantl.tios of work actually done, the material aotua.11y furnished under this oontraot and the estimated quantities Contemplated and oontained in the proposalll provided, however, that in oase the actual quantity of any itom ©houid beoome as much as 25% more than, or 25% less than the estimated or oontemplatod quantity for such items, then either party to this Agreement, upon demand, shall he entitled to a revised consideration upon the portion of the work above or below 25% of the estimated quantity, Any �,evioed oonsideration is to be dotermined by agreement between the parties, otherwise by the terms of this Agreement, as provided under "Extra Work", i O� riR"=0- OftK, In consideration of the furninhing of all the nooessary labor. t oqui,pment and material, and the oompletion of all work by the CONTRAG. Port, and on the eomplPtion of all work and of the delivery of all material 9•-5-62 lg x embraced in this eontracL ix. full conformity with the npooi.fioations and st;ipu- lations horoir; contained , Lho OWNER agrees to pay the CONTRACTOR the pri.car; r;et forth In the Proposal hereto attaehod, which has bnon made a part of thin r,ontract. The CONTRACTOR hereby agreari to receive suoh prices in full for I'urni.,hing all maLoriral and all laho•.- roqui.rod for Lho :aforesaid work , also for till expen5o ineurrod by him, and fog.- well and truly porforming the same and the whole hereof in tho manner Arid Acnordinp, Lo this Ag roemont, the attached 1;)eoificaLions and requiroments o,( tare FNC;INFER. , 104 PART'IA14 PAYffFNTk:,, On or bo.foro the 10th day of each month the ENGINEER shall prepare A statamont showing ns complot©l.y As practioable the total valuo of the work (Iona by the UONTRACTOR up to and Including the last day of the pre- coodinfg month; said otatemont, shall also Include the value of all sound mater ial.s delivered on the site o!' the work that aro to be fabricated into the work. Tho OWNER shall then pay the CONTRACTOR on or beforo the 15th day of the curront month tho total amount of the ENOINEER 'S statement, logs 10 percent of the amount, the,rnof', wt,ich lb percent shall bo rotainod until final payment, and further less all previous paymonts and all further uumu that may be ro- tained by the OWNER under the terms of this Agreement, It Is undorstood, how- over, that in case the wholo work be nonr to compl.otion"and some unexpected and unu,ual delay occur, due to no fault or nerloot on the part at the CONTFlAC- TOR, the OWNER may - upon written recornmondation of Lho ENGINEER - pay a roason- able and equiLablo portion of the retained percentage to ths 'CbNTFIAC'C012; or the CONTRACTOR, aL the OWNP,'P S option, may bo reliovod of the obligation to fully complete the work and, thorcupon the CONTRACTOR shall. receive payment of the balance duo him unrlor the contraoL subject only to the oondit,ions stated unrlor "Final Payment" . J,05 (ISE OF COMPI,ETiPu PORTIONS, The OWNER ohall have the right to take posse,ston of and use any completed or partially completed portions of the work, notwithstanding the Lime for oomploti.ng tho entire work of such por- rions, my not have oxpired, but suoh taking poosos,ion and use shall. not 1,. doomed an aocoptnoo of any work not completed in accordance with tho Contract Dooument,. Tf suoh prior use inoreasoe the coat of or dolayn the work, the CONTRACTOR shall be entitled to such extra compensation , or exLen- sion of Limo , or both , an the ENGINEF,R may determine. The CONTRACTOR shall notify the ENOINEER when tho contract is "substantially completed" and the f',NOTNEER shall forthwith advise the CONTRACTOR In writing of any work undone whi,oh in the ENCTNEEM S ,judgment shall be done , if 'any, in order to substantially complete the work. The "substantial completion" of the structuro or facility shall not excuse the CONTRACTOR from performing all of the work undertaken, whether of a minor or major nature, and thereby completing the structure or facility in accordanee with the Contract Doou- monts, r 1''I hT COMPI„,UTON AND ACCEPTANCE. Within tun ( 10) days Ater the CON- TRA TOR has given tho ENGINEER written notioe that the work hAs been oom- plated , the ENGINEEII And the OWNER 'shall innrjot the work and wi.thiri sail! time, if the work bo found to be completod in acoordane with the Contract 3-5-6z 1,7 b0oumonts, the ENGINEER shall, issue to the OWNER and the CONTRACTOR his Certificate of Completion, and thereupon it shall be the duty of the OWNER within ten (10 ) days to issue a Corti.fioato of Pooptanoe of Vie work to the CONTRACTOR. 1.2-0.7 YIINAL PAYMENT Upon the issuance of the Certificate of Completion , the ENGINEER shall prop( id to make final measurements and prepare final statement of the value of all work performed and materials furnished under the terms of the Agreement and within 25 days shall certify same to the OWNER, who not later than 35 days after the date of the Certificate of Completion shall pay to the CONTRACTOR the balance due the CONTRACTOR under the terms of this Agreement , provided he has fully performed his contractual obligations under the terms of this oontractl and said payment shall become due in any event upon said par. formanoe by the CONTRACTOR, Noither the Certificate of Aooeptance nor the final payment , nor any provision in the Contract Documents, shall relieve the CONTRACTOR of the obligation for fulfillment of any warranty which may be required in the Special Conditions of the Specifications. 5.01 PAIRENT$ 1tf D. The OWNER mays on Mount of subsequently discovered evidence , withhold or nullify the whole or part of any certificate to such extent as may be necessary to protect himself S om Ions on account ofl (a) Defective work not romodied. (b) Claims tiled or reasonable ovidonco indicating probable, filing of claims. (o ) Failure of tho CONTRACTOR to make payments properly to sub-oontraotors or for material or labor, (d) Damage to another contractor. Whan the above grounds are romovod, or the CONTRACTOR nrovidos a Surety bond satisfactory to the OWNER , which will protect the OWM in the amount withhoM , payment shall be made for amounts withhold because of then. 5.09 DELAYED PAYMENTS . Should the OWNER fail to make payment to the of the sum namod in any martial or final statoment, when payment is due , or should the ENGINEER fail to issue any ;statement on or before the date abovo provided, then the O'dM shall tray to the CON'i;+AITOR , in addition to the num shown an duo by ouoh statement, intrrest theroon at the rate of six (64) percent per annum, unless otherwise specified, from Hato duo as provided under "Partial Payments" and "Final Payments", until fully paid, which shall fully liquidate any injury to the CONTRACTOR growing out of such delay in payment, but the right is expressly reserved to the CONTRACTOR in the event payments be not promptly made , as provided under "Partial Payments" , at any time thoroafter to treat the contract as abandoned by the OWNER and recover compensation, as provided under "Abandonment of Contract", unless such paymonte are withheld in accordanoe with the provisions of "Payments Withheld", 6, EXTRA WORK AND CLAIMS 6.01 EXTRA )KORN. It is agreed that the CONTRACTOR shall perform all Extra 3-5-62 20 Work under the riirootion of Lho ENGINFER when prosonLed with a written Work Order si.gnod by the EN((1NNER, nub,ject, howovor, Ln the right. of Lho CONTRAt'.. TOR to requi.re n writton oonfi.rmation of mm Extra Work Order by Lho OWN1,1ft, ];t is also agrond th,,t tho oompenrsntion Ln be paid rho CON'FRAC'I'Olt for prr.. Forming nnid I''xLra Work shna.l ho detormi.nod by oar, or mn, (r of tht followl.nN rno thods ; Method (A) - By agreed unit priotinl or Method (R) - fly agree(( lump numl or Method (C ) _ TP neither Method (A ) nor MaLhod (11) ho agrao(1 upon boforo the extra Work in eAmmenoed , than the CONTRACTOR shall bo Paid the "actual field cost" of the work, plus fifteen (15%) percent. In the event said Extra Work bo (,orformad and paid for under Method (C ), then the provisions of this paragraph shall apply and tho "ootuol fiold cost" is hereby dsfi,nod to include the cost to the CONMACTOR of all workman, such as foromon, 1,1mokeoper.9t moohanios and laborors, and materials, suppli,oA, toams , trucks, and rontaln on machinery and equipment, for Lire time aoU)ally omployod or utter{ nn -such Extra Work , plus actual transportt, Lion ehargos noconuarily i.nourrod, togother with all power, : fuol., l.uhricant;e , water, and similar oporating oxponnon, also All n000rm,ary tncidenLal expons(ss lm ut•rnrl dirootly on a000unt of such pxtra Work, ° includilsff Sonial Security, Old ACC flenofitn , and other payroll taxos , and a rAtoaltle propoiltion of pve.miurnr, an Porformancr, rind Paymont Jlonds , and 11.onds, and on Publi.n Li.al,i l.i Lv and Property I)amafle, And Workmen 'o Oomponsat,iott, and all othor ingura.nen'18 may be requirad by Any law or ordinanoe, or di.root in wrlLirsp, by the rm(jfN13Elt. Tho ENOT.NIr;ER may direct the fors- in which accounts of Lho, "notuAl fio1d sissy( shall bo kopt and the rocordn of thano Accounts shill;( he made Atiailable t;e I.h(S BNOINIP,ER. I'ha H;N(11N};f%tt aria;(.( also nponify {;, writinl;, before the work owirl- moricos, the m0.11od DJ' doing tho work- and the typo And kind of muohi_nory nor( ocluipment to he usod, Ilnlosn otherwiase ngroed upon , t,hr prices for [,)III ur,r; of ntachi.ncry Find ncluipmont nha11 bo dcteradned by tming 100 poroont,, nnlr„trs 4ghor- tJi.so snaoifi_rr.l , 01' the rrohe(lule, current al, rho time al' rsuoh u,",c?, of 1',rlsalp�sr.nL Ownom,hip Exp(xsrsc adopLcrl iy Llte Associ.tttcd (lonora1. ';onl,raeLors of Am,rririn . Whore pr<tor,7.crthio the, tor•rtsrs and briers for• the us0 of sr,sohinery- and ngpiirr.. munt shill.]. he i.nr,orporat,od in the '11ritLen Extra Work Order. The Pi 1't,(tif,n ( 15fi) peroont of Lho "actual field cnrst" to he paid the! CONTRATPOR 01,1111 aov()r' Arid componntiLn him for his; nrofi t , ovcrhimrl , gnnrs?Vt1 3u1)arirttr?nrlr,r„tie, Mid field officr> oxpenr;o, Find Fill, otht,r e1.c,menLr- of-coFil, tine i?xpan •b rtnL ernbraced within Lhr, "ttoLual_ Hold oont” mg heroin di;fi_n(jd, save that wlhn rr; the CON'1'11.A(;'P01( ':i ';amp or F) Hd Offloo mast ho mai.ntai.nod solely or, aocorarrL of suolr hxtr<n Work; thou rho cost ho nwintni.n and oporatr, tiro same 111,111 br. included in tho "notual t'i.01d cost" . No olatm for Extra World, of any kind will be allowed urrl.r:nn ordered in writi.nl; by the ENOINl'ER, In caso any orders or instructions , e,.tirer oral. or writ Lhn appear to the CONTRACTOR to involve Extra Work for which he should t•cooivo � oolnponsati,on or an adJuAtment` in the oonetruotion tuner ho shall maku written roquost to trio LrNGINEER for written order authorivlIg such Bxtra Work, Should a difference of opinion aricn an to what doge or (lbot'I not o(3ilatituto Extra Work, or as to the payment therefor, and the ENGINEER insists ttlion' ith 1svr» for;nanoo, the CONTI ACTOR shall preccod with the work after malting written 3-5-Gz z1 request for written order and shall keep an aeourato account of the "actual t'iol.d cost" thereof, as provihod under Method (C) . The CONTRACTOR will thereby preserve the right to submit the matter of payment to arbitration, as herein» holow provided, (L.09 _„t�IME OF FILING IMAMS . TI; is further agreed by both pnrl,ios hereto that all. questions of dispute or adjustment presented by the CONTRACTOR shall be in waiting and filed with the ENGTNEER within fifteen (15 ) days after the ENGINEER has given any directions , coder or instruiLi.on to which the ION'[IiACTOR desires to take exception, The ENGINEER shall , within fifteen (15) days, reply to such written exceptions Y the CONTRACTOR and render his final decision in writing. In case the CONTRACTOR should appeal from the ENGINEER 'S doom ion, any demand for arbitration shall to filed with the ENGINEER and the OWNER in writing within ton ( 10) days after the date of delivery to CONTRACTOR of the ENOINEER +S final, decision. It is further agreed that final acceptance of the work by the OWNER and the acceptance by the CONTRACTOR of the final payment shall be a bar to any claims by either party, except where noted otherwise in the Contract Documents . G. 3 .AITfIIT AT . All questions of dispute under this Agreamont shall he submitted to arbitration at the request of either party to the dispute . The parties may agree upon one arbiter] otherwi;so, there shall he three, one name in writing by each party, and the third cheson by the two arbiters so soloctod; or if the arbiters fail to select a third within ton (10) days , he shall be chosen by a Di trice Judge serving the County in which too major portion of the project is louated , unless otherwise specified, Should the party demand- ing arbitration rail to name an arbiter within ten ( 10) days of the demand , hie right to arbitrate shall lapse , and the decision of the ENGINEER shall be final and binding, on him, Should the other party fail to shooso wi arbiter within ten (10 ) days, the ENGINEER shall appoint such arbiter, ,should either, party refuse or noglect to supply the arbiters with any papers or information demanded in writing , the arbiters are empowered by both parties to take; ex parts proceedings. The arbiters shall act with promptnoss . The decision of any two shall 1-41- binding on both parties to the contract. The Moisten of the arbiters upon any question submittod to arbitration under this contract shall be a condi- tion precedent to any right of Legal. action. The decision of the arbiter or arbiters may be filed in court to carry it into e.ffooL. 7. ABANDONREN'C OF CONTRACT hk— AeANDON0111JI Q2NTPACTQR, In case the CONTRACTOR should abandon and fail or refuse to resume work within ten ( 10) days after written notifioatior from the OWNER , or the ENGINEER, or it the CONTRACTOR fails to comply with she orders of the ENGINEER , when such orders are consistent with the Contract Documents, then, and in that case , where performanus and payment bonds exist, the brety on the bonds shall bo .notified in writing and directed to complete 3-�-62 22 , the work , and a oopy of said notioo shall ho delivorod to the CONTRACTOR, After receiving said notion of abandonmant, the CONTI+,ACR'OR shall not remove from the work any machinery, equipment, tools , matoriAl.n , or supplies then on the ,job, but the same, togothor with any materials and equipment under contract for the work, may be hold for uric on the work by the OWNER or the Surety on the performance and payment bonds, or another oontraotor in oom- plcti.on of the workl and the CONTRACTOR shall riot rooeivo any rental or orodit therefor (F,xoept when used in oonneotion with Extra work, where orodi.t shall be allowed as provided for under Sootion G, Extra Work and Claims) , it being understood that the uae of such equipment and materials will ultimately roduce the cost to Complete the work and be reflected in the final settlement, Where there in no performance bond provided or in taco the Surety. should fail to oommenoe domptiianee with the ndtioe for oomplotion hareinbe4ore provided for, within ten (10) days 'after eervide of such notice, theta the OWNF11 may provide for completion of the work in either of the follo4ing elr�otive MAnnerst 23011, The 014NER may therouton employ suoh foroe of Mon and use such mtroh- iriory, equipment, tools , materie.ler4 and eupplics as said OWNER may deem neuoesary to complete the work and oha; t5a the oxpenso of suoh labor, mach- inary, oqui.pment , tools , materials, And supplios to said CONTRA(,'TOR, and 6XIM8e no charged shall be dodubted and paid by the OWNER out of suoh moneys as n,V be due , or that may thereafter At any time bocome duo to tho CONTRACTOR under and by virtue of this Agrddmont, In ease such expanse is loss than the sum which would have been payablo under this contract , 11 the same had boon oompletod by t-ho CONTRACTOR , then said rONTRACTOR' shall r000ivo the diff'oronoo . In caso such expense is troater than the sum which would have baen payable under this 'oontraet, if the same had boon completod by said CONTRACTOR , then the CONTRACTOR and/or hi.s 7uroty shrill ply the amount of ouch oxcosh `to tho OWNERS or 017, Thn OVIER , under sealed bids , after Siva (5) dhyn notioo publichod ones or more tlmo.,i in n newspaper having j;uneral oircultition in the founty of` the l.ocati.On of the work, may lot the contract for the c�mploti.on''of the Work undni� substantially the enmo termi and conditions which aro pro- vidCd in this contraat. In cASo of any -incrCano in oosf. to the OAFq under the now contract as compared to what would havo boon the cost under' this contract , such increase shall bn chnrgnd to the° (!0MTtRAr,TOR and the Surety shall he and remAin bound therefor. Howiovr.r, should the coat Lo" comploto Any ouch now oontract prove to bo' less than whAL would. have boon the oost to oempleto tvidor this contract, the CONTRACTOR and/or his Surety shall be oreditod with the diff'oronco . When the work shall have boon subntanti:ally completoa, the CONTRACTOR and his '5urety shall be so notified and Cortifidaten of Completion '' and Accept- anon , as provided in Paragraph 5M horoinAbove , shall he issued, . A .00m- Elets itcmized statement' of the dontract amourhts , oertified t6 by the NOMR As being aorroct, shall then bo prepared And delivorod to the 3.5-b2 23 CONTRACTOR and his Surety, whereupon the CONTRACTOR and/or his Surety , or the 0'rN ER as the case may be shall pay the balanao duo as reflooted by said state- ment, within fifteen (15 ) days after the date of such Certificate of Completion, In the event the statement of a000unt,n shows that the cost to oomp'leto the work Is Lees than that which would, have boon the cost to the OWNER had the work been completed by the CONTRACTOR under the terms of this contract{ or when the CON- TRACTOR and/or his Surety shall, pay the balance shown to be due by them to the OWNER, then all machinery, equipment, tools , materials , or supplies left on the site of the work shall be turned over to the CONTRACTOR and/or his Surety, Should the post to complete the work exceed the contract price , and the CON- TRACTOR and/or his Surety fail to pay the amount due the OWNER within the time designated hereinabove, and there remains arty machinery, equipment, tools , materials, or supplies on the site of the work, notice thoreof, together with an itemizod list of such equipment and materials , shall, be mailed to the CON- TRACTOR and his Surety at the respective addresses designated in this contraotl provided , however, that Actual written notice given in any manner will satisfy this condition, After mailing, or other giving of such notice, such property shall be held at the risk of the CONTRACTOR and his Surety sub, 00t only to the duty of the OWNER to exercise ordinary care to protect suoh property, After fifteen (15) days from the date of said notice, the OWNER may riell such maoh- inery, equipment, tools, materials, or supplies and apply the net sum derived from such sale to the credit of the CONTRACTOR and his Surety, Such sale may be made at either publ,io or private sale, with or without noti.00, as the OMIYR may elect, The OWNER shall release any machinery, equipment, tools, materials , or supplies, which remain on the work and belong to persons other than the CONTRACTOR or his Surety, to their proper owners , The books on all oporati.ons providod herein shall be open to the CONTRACTOR and his Surety, 7,02_ A=01NMB? T DK OWNER, In case the OWNER shall fail to oumply with the terms of this contract , and should fail or refuse to comply with said terms within ten ( 10) days after written notification by the CONTRACTOR, then t!ie CONTRACTOR may suspend or wholly abandon the work, and may remove therefrom all machinery, tools and equipment , and all materials on the site of the work that have not been included in payments to the CONTRACTOR and have not been wrought into the work, And thereupon , the ENGINEER shall make an estimate of the total amount earned by the CONTRACTOR, y.,ioh estimate shall include the value of all work actually, completed by said CONTRACTOR (at the prices stated in the attaohod proposal where unit prices are used) , the value of all par- tially completed work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for by the terms of this oontraob, and, a reasonablo sum to ouvor the cost of any provisions made by the CONTRACTOR to carry the whole work to completion and which cannot be utilized. The ENGINEER shall then make ,final statement of the balan(3o due the CONTRACTOR by doduating from the above estimate all previous payments by the OWNER, and all other sums that may be retained by the OWNER under the terms of this Agreement, and shall certify same to the OWNERt who shall pay to the CONTRACTOR, on or before thirty (30) days after the date of the notifiaation by the CONTRACTORt the balance shown by said final statement as due the CON.. TRACTOR under the, terms ; of this Agreement. END - GENERAL CONDITIONS 3-5-62 24 DETAIL SPEMIPICATIONS ITEM A, QMIALi The speoificationo oontain detail i.nctruotions and deflorip- tions oovoring the major items of materials , oondtruotion and workmanship neoossary for building and completing the various units or olernents of the pro,joet , Tho speeifi.catiorls are intonded to be no written that only firm class natorials, workmanship and .finish of the best grade and quality will rosult, The fact that theno spooifioations may fail to be so oornploto as to oover all details w1.11, not reliove the Contractor of full responsibility for providing a completed pro,jeot of high quality, first class finish and appearnnco and nati,sfactory for operation, all within tho apparent intorit Of the plans and. spuoi.fi.cutiunn. 1d. I�� r� ?,;lf Thons npor,ifioations are inti,ndod to be so written that only materials of the kosl. quality and gratis will be furninhod, Thn fact that the apeoificatione may fail. to be suffie lontl.y compl.eto in nomo doto.i:i will not roliove the Contraotor of full rosponsibility for providing mater- ials of high quality. The npeoifioations for matorials set out the mini.muln standard of quality which the Ownor bolieves rieeoneary to produce a UaLif,- factory pl-o,ject, ifs csrbotitutions will be permittod unless the Contran•?,r has received written permission of tho Engineer to rimko n mubntitutior, icr' the material, which has benn speoifiod, Where the term "Or Equal'" oi, "Or Approved Equal" in used, it ':n understood that if a mptorial , produot or piece of equipment bo&ring the name no used is furninhod, it will be approvable as the particular trade- rtallie ,-ms used for the purposo of ostablishing a standard of quality accept- able to the Owner. If a product of any other name in proposed for uso, the Engineov's approval thoroof must be obtained before the proposed sub- stitute is prooured by the Contraotor, i•lhorever the torn "or Equal,, is used, it is understood to moan "Or Approved Equal ", The manufacturer of each item of material and/or nquipment shall furnish the Owner with a sworn statement that all material furnished by him under this contract complies with those spooifications and all appli- cable A,S,T,M, , A,W,W,A, , A, S,A, , and Federal Spcoificaticns an sot forth herein, C. Manuf_aaturo '$ , yfi� r Al,l material and equipment furnished under this Contract shall be the Product of manufacturers who are known to be skilled and who have been regularly engaged for a period of five Years or moic in the manufacture of each speoifio type of ecluiprnont, or its oounborpto,t. po fSr+, oS f„ Aga} g�il NO change in the alignment i.s contemplated, How- ever, should a change be nF oossar,y due to difficulty in right-o.f-way, or other reasons, the Oamor resbrves the right to make nuoh ohangn4 Un1.oen 101-1 i.t oan be clearly shown that such eha,ll'o works [In ,znduo hardship on the Contraotor, no oxt,ra oompenoation wi.11 be all.oas)(l l,l,r) Contraotorl, oxaopt as provided by unit prices applicable to c3uoh ohanr!);;, ,UTL1L( iJ!& MAAO?X1fQ-L.W-.1=.4yMi The Contraod,or 1111til. romove From tho site arty matorialo Found to be damagod and any mrsl,ariala not mcotin the spoolf'i.oationr, shall be taken off' the site. Theso rmaturlalt,, shall be romovod promptly, unions the 11,nginonr will, aocopt the rwtorialr_ after ro- pairi.ng, Material) 1'o.,nd to be damagorl, or not aoeopf;abl0 to the InginOer, Mall be remow,d if inwta.0od and than found to be drrl,;tlgod or not aooept- able, Inspuotion before 1nSftAllat:ton ohall not relieve the Contraotor from any responsibility to f.'urniflh good quality matorials, F# Vft�PI..&JC...C91]l.+�d`11911 Pill '1110 OWner will .furnish water for oonstruotion at no oost to tho Contraotor. 1116.'Wr will be available at points on the distribution syotem, The Contractor will be required to furni.oh such tapes) oonneotions, lay li.noo, oto „ nooessary, to obtain the water at hio expenoo All. oonneotions shall, tsc sub,jeot to tho AI)proval of the homer. U, 11Prl mm.41),ihA4),a 'Phew) opnolfioationn oontain detail inntrttctions an,' (10000#10118 covering the ma;jar item, of coilstruoti )n and worlcmanship necessary For bui1.dAng and completing the various units or elcmonts of the project, The spooifications are inton0ed to bo no written that only First; cl.as:r worlcmansh.ir, and finish of tiro boot grade and quality will result , The faoi, that theige s �eoif.i.cati.ons mpy fail to be so comploto as to cover all. cletaifp or.i.il not ra,li)v© th) Contraotor of f'ul'l rouponsi- bil.i,ty for providing; a compjct,ud rjr.o,ject of high quality, first class finish and appoaranoo, and satisfaotory for operation , all within tho apparent intent of the plans and spooifinrati.ons, II, a a ing�apI, Q UbbVAI The Contraotor shall do all. olearing and grubbing; n0000aary .for oonstruction operations. All trees, branohos , limbs and roots ohall be removed and di.oposod o.f by the Contraotor so AU to leave the right-of-wry in a neat and prewontablo condition, Clearings and grubbing shall bn done no as not to in,juro or damage ad,jaoont property, In disposing; of brush, partioular care ohall, be taken so ao to o'1.i.minate the possibility of starting o grass fire, 1 , Ur]oM., ')Aiere it is necossary For tile Contraotor to out, fenoeo, such fellcus shall be protected, repaired and roplaced by the Contraotor in a condition equal, to, or bettor than, tlae original condition, Cuts in fen000 shall be mado in a neat and workmanlike Mannsr and the Contractor shall be responsible for prevention of loess of stook, or pets through gates, bronks or gaps in fenooa due to oonstructi.on operations. prior to outting fonood, gates should bo oonstructed an ,shown on the Mans, J, ales...�rl�..�a��.r�a�.��.��.��► 1 j 1 >r,1941� dt,. i!axsisb Als .45�.� EI9.xieiana To proteot persons 1.01.7 from in, ury and to avoid property damago, adoquato barricades, oonstruc- tion signs, torches, red .lanterne, and guards as roquirod shall be placod and maintained during thn progross of the construction work and until it in cafe for traffic to use the trenched roadway, Aonevor required, wnton- men shall be provided to prevent accidents and no extra oomponsati.on will. be allowod thorofor, Rulcs and r0gulatiOno of the l.oeat authoritl.es rospoating safety provisions shall be obsrrved, (7) jXQj, ..Q_ kyl;ity Copyoolg, Xxoavationn for pipe laying oporations shall be conducted in a manner to oausc the least interruption to traffic , Where trafM must cross opon trencha,y, the Contractor shaall. provide suitablo bridges at street, intersections and drivewnys, (3 ) Elp ut' I)r;ii.p ,spct c�.l�f�J°��MR;tr}i,�l.t l; Provi.nions shall be made for the flow of storm and sanitary sowarT , drainfr and aqator courses encountered during the construction and tho struoturas which may have been disturbed oha'.11. to Wicfnctorily roetor-oi, upon on,nplotion of the work, (4) i'P 'o��lx J'�'gtop�ior�; '.freer,, fonceal oigns, noles, guy wia°oa, and all. other property shall be protoctod unloss thoi•r removal is authoj And; and any property damage shall. bo Ontiefactorily rostore, by the Contractor, The Contractor AM make adequato provision for the protection of permanent paving, both oonoroto and asphalt, from damage by construction equipment, END 01' ITEM 101-3 ow�s�ran_�anQ. rJ,r, A, H� yaQit 1, lQM•o L11,t The Contrttotor shrill mako quo h excavations as may Lo required for the oonetri.totion to '1.i.not }trade and exl,ont i.ndieatod on tho plans for the gravity aowcrs, rtanholoq, nrt(a, inci.dOjjLaI,q thoreto, Water encountered iri excavations shall be attended to by the Contrac- tor who shall do all bailing, pumping and dowatoring at his oxpenso , so foundations, walls, pi .linos, and all othor structures may bo con- that "in the dry", Earth from excavations shall be usod to baekfill, around structures as required, Earth from excavation not required for backfill. shall be tormed "surplus earth" and shall bo removed by the Contractor, The Contractor will be permitted to sproari the "surplus earth" along tho route of the proJoot, The earth eha:l.l bo uniformly rounded over the trench for a width of twonty (7.0 ' ) root, All, rook larger than six (V") inches shall be rcmovod from tho site at the Contractor's expenso, T , All excavation nha1.9, bt "unclassified" and involvop• the romoving of all materi.atls nocogsary to pormit the carryi.nri on and completi,n}; op -1c ,wot The Contractor, prior to cubmitting a pro- posal, must satisfy M nselt as to the actual sub-surfuco conditions. t'o extra or neparate payments for roolc exoavat.ion trill. 1x3 made, 3' `" tRO-1.LWVVUt Ml F'lxcavat:lon shall extcand a su£fici.ont distance from the walls and footings to allow for forms, inatallation of sorvi.e Get and to inspeation except rihor•e conarote for MUG and footings is author. ized or required to be depoO.fed dirootly against excavated surface&, Whuro the excavation is made belo?,J the elevations indioated on the drawings or directed by the Engineer through the fault of the Contractor, the exeavn- tion shall, be restored to the proper elevation a-rith loan oonorete or ether selected mater.ial,, at tho expense of the Contractor. In order that the Enginnor may , udge the adOWAaoy of a proposed founda- tion, the Contractor, if' requested, shall make soundings to determine the oharaoter of the subgrade materials , The maximum depth of' such soundings will not be required to exceed five (51 ) feet below the proposed foot9.ng grade, It is thb intent of this provision that soundings shall be made at the time the excavation io each foundation is approximately comploto. 102-1 The final elevation to which a foundation is to bo construoted shall be as shown on the drawings or as raised or lowered by written order from the Engineer when such alterations are ,judged proper to natisfaotorily comply with the design requirements for the struoture, Should it be found neces- sary to .increase the depth of footinga from that shown on the drawings, the necessary alterations in the details of the struaturo shall be a000mplishod is a manner as directed by the Engineer, who shall have the right to sub- stitute revised details if neooseary, Whon a structure is to rest on an excavated aurfaco other than rook , special care shall be taken not to disturb the bottom of the excavation, and removal of the last material required to reach foundation final grade shall not be performed until. ,just before the footing is to be placed, 44 Trlab L'xoavation (a) `nA rals The Contractor shall provide before aomrranoing any ex- oavating, ample equipment and shoring material to insure that the work be carried on without interruption and in such mannov as to prevent damago to exiating installations. Blasting will be permitted only when specifically approved by the City Cou.noil and a permit has been issued, [planting will not be permitted in close priximity to existing struaturea or utilities which may be damaged Nom such operation or within 20 fact of sanitary sewers or water mains 61' in diameter or over, blasting will he permitted only after proper precau- tions are taken for the protection of persons and property, Omen blasting is authorized, the blast shall be covered with heavy timbers chained to- gether , a rope mat or some other equally effective method, The amount of explosives in each charge and the number of simultaneous discharges must be so limited that no damage will be oausad to existing utilities , structures, improvements or property of any kind. Not more than 50 pounds of dynamite shall be kepi; on the site of the work at any time, The exposed end of the pipes shall to covered with plank during each blast. Any damage caused by blasting shall be repaired by the Contractor at his expense , The Contrao- torle method of nrouodure relative to blasting shall, conform to the state law and municipal ordinances . Excavations for pipe laying operations shall be conducted in a manner to cause the least interruption of traffic, Where traffic must Bross open trenches , the Contractor shall provide suitable bridges at street inter- sections and driveways, The use of machinery must be so well regulated and careful as to preclude possible danger or damage to existing structures and/or utilities, Wherever necessary to detormine the location and depth of existing pipes , valves or other underground structures , the Contractor, after an examination of available records , shall mako all explorations and axoavations for such purpose, 102.2 All excavated material shall be pilod in ouch a manner that it will not endanger the work in progress and will avoid blocking sidewalks and drive . ways or obstructing traf."ic, Driveways must be immoalatol,y cleared to par- MK free invross and egress, Gutters and drainage channels shall be kept clear, or other means of securing proper drainage shall be provided, (b) K avatiey All trenches shall be oxcavatod to the linos and grades shown on the plans or as directed by the Engineer. Excavation shall be carried to a depth below profile grade as noosonsry to permit the in- stallntion of rmbedmont material requi.rad for the ripe . The amount of opon diboh shall he limited to 1500 foot except when additional amounts are approved by the Engineer, The sides of the excavation shall be out and maintninod as nearly verti- cal as possible . The width of the trench excavation at the top of the pipe shall conform to the following maximum and minimum dimonsionsl Nominal. Width of 'French at Top of Pipe Pips Size Without Shooting, anc3_f3rACina._ Min mum Maximum TF�r 3611 12" 321 3y6„ 154; `36 1, 421, 18;1 39,t j45,l 2111 21311 11911 2411 461, 521. 27 ' ij9" 55" 3011 53', 59u * if sheeting and bracing, are required , the maximum trench width may be increased by four (40 inches, Hell holos shall be excavated for pipe bol.18 of a depth to provide a minimum of 411 of ombedment material below the outside of the boll. Trenches shall bu dowatered so that all, pipe laying may be performed in the dry , All water removed from trenches shall, be conducted to natural drainage ways , drains or storm sewers in ouch a mannor as to prevent damage to property or the public, Pumps of ample capacity and in dupli.catc must be provided to insure that once an excavation is made dry, the water will be kept down until that part of the structure under construction is completed , Where necessary to prevent caving or undue hazardous working conditions , trench walls shall be sheeted and braced. Where shooting and bracing ;re used , the trench width shall be increased aocordingl.y, Trench shooting shall remain in place until the pipe has been inota,l.lod , and the earth back- Pill completed to a depth of two feet over the top of the pipe, All sheet- ing shall be removed Moon ordered by the Engineer to be loft in place. The entire foundation area in the Bottum of all excavations shall be firm, stable materials and unless necessary, material shall not be disturbed below required grade. Where the character of the foundation material 102.3 r is such tint a nroppr .foundation cannot he ohtninoci ill, t}ie elevation indi- cated by the pla, ls, then when directed in wrri.tiIT, h,y I,hc Engineer, tiwe Contractor shall deepen the oxcavation to where a oatisfactory foundation can be obtained. Zf the subgrade is soft , sponl;y, or dinint,ograted, the material shall be removed until a f.nii titabl.e and uniform bearing is coached and the subgrade brought back to the required trade with mntorial compacted in place or with granular or eoncro to embedment mtktor:i.al.e, If the unsatis- factory subgrade condition in due to the Contractor'tr failure to make a Proper provision for adequate, drainage of exeavatieria , then the expense of replacing any unsatisfactory subgrade shall be borne by the Contraotur, However, if in the opinion of the Engineer the unsatisfactory subgrada cone dition is not the result of the failure of the Contractor to provide ade- quate drainage, bailing or pumping facilities, and the Tngineer orders in writing that the Contractor make additional excavation and replace unsat s,, factory subgrade material, then compensation will be made. (e) F� tltli1@,.,nll ? t In the preparation of the plans, the Engineer has indicated the general location of certain under- ground utility lines which are known to the engineer. It is probable that come main utility lines have not been shown and no attempt has been sp+i to show service lines, (fence, it is not guaranteed that all utility l.i.n:;o or structures are shown on the plans. Prior to the start of.' construction the Contractor shall communicate with the proper representative of all the Utility systems, included but not limited to, the grater and sewer depart- mental the gas company, electric company, telephone company and any other private utility companies and advise said representative of the route of the proposed construction in order to obtain the assistance of the utility in the location of and in the avoidance of conflicting utility lines. Whore to excavation endangers ad.,�acent. Structurns and. utilities, the Contractor shall. at his ow+n expen+3e carefully support and protect all such structures arid/or utilities no there will be no fail'ura or settlement, 1hhore it is riocessar,y to move servieer, poles, guy wires, pipe lines, or other obstructions, the Contractor shall notify and cooperate with the utility owner, In case damnpe to an existing strur,turo or utility oeour8, whether ,failure or settlement, the Contractor shall restore the structure or utility to its original condition and position without compensation t from the Owner, For all. utility lines or ,ruotures shown on the plans, except as spcoifically indicated to be moved by others, 411 costs of temporarily or permanently relocating the utilities shall be borne by the Contractor without extra compensation from the Owner, Whnrs not shown on the plans, for underground utility linos which cross the location of the proposed main and for which the angle of inter- cept with the new line is thirty (300) degrees or greater, all costs of temporarily or permanently relocating such utility lines Shall be borne by the Contractor the same as if the lines had been shown on the plans, Where incorrectly shown or not shown on the plans for underground utility 102-4 linen which parallel the pronosod oonduit within the normal, limits of trench exoavati,on (not to exooed three (3 ' ) feet Outside of pipo ) or which cross the now lino at an Angle of i,nterenpt of less than th.l.rt;, ('300) degrees, ouch utility lines ahal) be relocated by the Contractor rot tho Contractor's expe�18e as directed by the Engineer, or if fearsi.blo rk rel.00ati.on of tho route of the )onduit may bo made by the ingineer, If, in the opinion of thn Engineer, concrete baokfill is noceasary for the support or utility ]fines crossing trenches, the Engineer may dtroot ]'300 lbs, concrete baokfill to be used. Payment will be made to the Con- tractor at the omit price bid for the inatall.ati.on of uuoh rlunntity of the concrete baokfill as directed by the Engineer, Wherever water ;;drvio0 connections are crossed and the excavation is being done by using machinery, service lines are to be removed immediately ahead of the excavation and reset immediately af�,or the excavating machine has passed the service, in order to give the loast interruption possible Of water service to the oustomer, It shall be the Contractor's rosporisi- bility to notify each ouctomer amply ahead of the time of the disconnecting Of his service, The Contraotor shall provide ample support for the aer•• vines across the open ditoh. Where the trench is excavated by hand, aervieos are not to be die- connected; howevor, ample support shall be provided i'or the services across the open ditch. After tho completion of +;ho back rill.ing, enrvi.o cs are to be s�ein- I —Loci in a workmanlike manner providing a firm support which will riot settle arld to the sati8faction of the Emli.nnor. Z3. ac fi After completion Of 1.'oundation .footings and Malls and other construction t+el.ow the elevations of the rino,l, grades, all forms shall be removed and the excavation cleaned of any trash, debris, or other objectionable matter prior to baolifilling . Material shall be placed in layers approximiltely 9 inches in depth, properly moistened to approximate optimum requirements , and enoh layer compacted by hand, machine tampons, or other suitable equipment to u donsity to prnvent excessive settlement or shrinkage , Where pi ,os, walks, or other construction is to be plaeod on or in the baokfilled material , the baokfilling shall be done in A thorough v,annor to preclude after-settlement, Dackfilling shall be brought to a suitable elevation above natural ground or grade to provide for any anticipated settlement and shrinkage of the baokfill, The Con- tractor shall, use caution in placing the backfill around structures to prnvent any damage to these structures, Contractor ,hall secure the approval of the Engineer prior to placing backfill, around any of the struotures, 1oz-5 2 ackf l rQr Ir_ Qjigs t Al-tor the pipe hail boon laid with the spocified embodment matoriaal, in place and the Engi.neor 's approval obtainod as otherwise specified, the trench shall, be htekfil.l.ed with select, matoriul f roe Arom rock, to a level of twelve ( 1.2" ) inches nl,we the top of the pipe , T4is backfill material nhal? be placed in layers nol; oxcoeding ai.x (6" ) inchos it) thi.cknes;r and tampod on both sidon of the pipe for the full vidth of the trench, Tamping shall be thoroughly Bono on oath lido of the pipo and under the pipe to secure .firm contact between backfill, mat:orlt-al and the outsido pipe surface and the baokfilling with hand or pneumatic tamping shall be continued until, the pipe has been oumplutely blinded to a height of twelvo ( 12" ) inahoe above the top of the pipe, the compaction of the backfill material l to be such turbed that the material, has the same density as the undio- earth in the vidos o1' the tronoh, No rook Shall be placed in the backfill. around the pipe or for twelve (1211) inches above tho pipe . Above the pipe zone where the select material is placod and tamped, backfill material may bo shovolect or puatrod i,rtto tho ditch by hand or machino completely fi.l.ling tho. trench, Rock six (f, 'y :inches and larger shall be excluded from the backfill, I-✓}lore rocks and/or Ixluldcrs of such size occur in the spoil bank, non•seloot.ii!e backfi,l.ling with bull- dozern or other moohnnionl e(luipmont wIl.l not be pormll,to(l , 1'rt city atrretn or country toads earth baokiill shall ixr compacted by ,jetting or ponding, l3ackfi.l.1 material. ahall lx: placctl in lifts not to exceed three (3 ' ) .Coot in depth and shall bo ,jetted to obtain maxim".m possible settlnment. Where water for jetting is not available, oompaotion may be obtained by depositing baukfil , matsvia:t, in water or ponds, Ponds not exeeoding, four (!b' ) foot in depth shall bo created in the trench by means of earth oross-dams and the backfill, material cast into the center of the pontla in a manner datisfuctory to tho rnginoer, Although water for Jotting and other baokfillitiq will be furnished by the City without; oxponse to the Cortractor, the Contractor shall at his own exponso transport the water fVurn the points of delivery by the City, The Contractor shall be rosponsiblo for ''floated" pipo, In open country, the surplus earth from trench excavation shall be mounded over the top of the trench 60 a height not to exceed one ( 1 ' ) foot shove natural rrotrnd, and noal,ly umoot,aed, Tn developed, areas , city str(3ets, county roads, or other aroa s where the excess earth would form an obstruction or bo ob,jectional)le, aurp lutr earth shall be disposed of by the Contrautor at his own expanse and in a manner satisfactory to the Engineer, Completed baokfill of tronchos shall at no time be more than 504 foot behini the pipe laying. 1026 C. f �ntc, p a. Qf taoof Ihrr m Corse, of o s 7'ha Contractor shall at R11 tiniotr maintain the street surfacos on strode on which he is working or hats wof-� cd, The maintonance. rotluil•Ocl will inol.a,de the filling of holes, hl.adint; ar Otherwise smoothing of the street surfacos (particularly the trench arov ) , o?.caning and rornoval o.(' nurplirs oxcrtvatod material , rubbish, etc , , sprinkling of streets arorkod on or.ith ;.rater to 111xtte (lust nuisance and the elimination of interferoruce or b'loek7,ng oC the street to ingroos or ogress or residents thcroon, Any and all. operations shall. be norformod upon in0tructions by the Engincor and tho r cost of 111.1 such maintenance shall be included in the unit 7)r5ces bid for the vnri.ous items of work, In the event the Contractor fails or refuses to propor.l,y maintain the street ourfacet3 of ntreots on which lie in rrork.inr or has ti*rkod, the City, after due notice to the Contractor's t,uporintcndent, will perform the nocesnary maintenance and all costs to the City will be deducted from any monies due or to become due to the Contraotor for work performed, Notice to the Contractor shrill be given by the City"s rn( inoer in charge of the work and shall be in writing and shall, X11 delivered to the Contrac- tur°s superintendent. E,:nopf, In emert'vollcy c;rri n whore immodiato action is rorluiroci, tho Contractor ph,111 have tsonty .t'uur (?l() 1101.11a to compl,r with the inatructi.ons of tho rnb i.ncer and., .railint; l,r) do 60 , the (;icy will plowed with the trort as set forth above, n,blp Nil Tmri^t 1.02. j A, �Qll a1 t Concrete shall. be compo ed of porl;lrind convent, find agrre- rato, coarse agf;regate, and water properly proportl.onorl and mired as horeiilaftel^ cpeeified, All. strtiotural. concrete ohal l too X000 psi quality. 11, Mnt&rJ-4! ,, t Portland oc,riont shall Oor.1'orm to tho ;specifications and tests for Type T Portland cement of the Amorico.n Socioty for `forting Materials, serial nosignatod C-150, Fine aggregate shall consist of natiii-al, Waehod and vorooned sand having clean, hard, strong;, durable, lzncontod rritinrt, Tho .and shall. bo of sueli size that all. shall pass a IM inch sieve and at least 95 shall pat3s a 1/4 inch vorono anti at loaat 15g shall 1�0 rntoincd on a No. 8 sieve. Aggregate shall not remain strong alkali., or organic material which gives a color darkor than the standard color when tented in accord- tuice with A5'174 Resignation C4, Coa1'F.e aggrogate ;.hall )e ove"i'Jy (+radcd and r3ha11 consist of, Bound washed and' sereennd. gravcl , free of e1 a,y ba'll;t, 0r glean, crunited atoll- , having, clean, hard, stronp, durable, uncoatod Part.irl.os 1.'roe from i"7- jurious amounts or soft, friablo, thin , ol.onlatorl, or laminated pieucs , alkali, organio , or othor deloterious matter, Coarse arrrelate shall not have more thrall 91, l'i, ner than rlo, 4 sieve and the maximum size sha11 not exceed that heroi.n,.fber sponifiedl maximum Cizo is defined as being; the next larger screen than the one on which 15% i.s retained. Crushed stone shall be free from duet, and balls of clay, Water for concrete shall be clean and free from Oil, acid, alkali., organic Platter' or othor harmful. impuritiea. Water which is suitable for drinking or for ordinary household use will bo acceptable for concrete . Where available, water shall be obtained from mains of a wntorworks cystem. C' No -offlitoieJ�yt Concl'ate sha11 be proportioned to give the necessary workability and strongth and shall conform to the folluwing governing roqui.rementst Min, 213 Day Min. Cement Max. Size Max, Water Slump Comprossive Bags Per of Coarse 0a In.Ile r 30aU ). 5 -1/2" 6.75 4-6 2500 �, o 1,.1/2," 1100 4-6 Stabilized 1�. 0 ift'N Fi,00 I 3- � i3aokfil). 2,0 3 8.00 3.j� * �aay bo "pit run" af;grogate , 1n3-1. r The proportion of fine and coarso aggrot;ate ,halj bo such that the requirements of the following table are complied with; Maximum Size of Coarse Agg: ogato Ratio of Coar'so Aggregate to Fine Aggrog:.1to on Dasis of Dry and s 3A ,, 1'' and Over J .0 2.0 In no cuss shall the amount 01' 00ar90 matorial be such as to produce removed.harshness in placing t,nd hono,yrombing in the structure when forms Are In the determination of the amount of water required far min, consider- ation shall be given to the moisture content of the aggrogato. The not amount Of water in the mi,x t-will ix+ the +:imolunb added at the mixer; plus the frog water in tiro at t,regate ; rnid miners the absorption of the aggregate, based on thirty (30 minuton aboorpti.on period. No water allowonco will be made ['or bvaporation after batohing. The methods of moasuro of 111. '-Irial.s shall be such that the proportions of water to oement can be closely controlled during the progress of the work and easily oheoked at any time by the Engineer or his representatives, To avoid unnecessary or haphazard changes irl oonai,stenoy, the ag; rogatee shall be obtained from a source which will Insure uniform quality and grading during nny single dayOa operation and they shall be delivered to the work and handled in such manner that the variations in moisture con- tent i+ill not interfere with the steady production of concrete of roason- able degme of uniformity. All, sources of supply shall be approved, by the Engineor. All materials shall be separately and accuratol.y measured. ?',oasure- Mont made by weight or by volume, as may be elected by the Contractor; hosr:vor, all equipment tor measurement of materials sha).7, t, tjubjeot to approval. by the Engineer. The proportion of the mix shall be such as to produce Concrete that can be puddlori readily into the corners and angles of the forms and around the roinforoirig witt, ;ut axoessivo apading, and without stt;ration or undue accumulhti.on of water or lai.tanoc on the surface. Careful attontion shall be given by the Contraotor to the proper curing Of all concrete , D. to ttio�'4 nl ,t9@a:t Reinforcint; steel shall be billet steel., I tor- mediate grade , dei'ormed bars, can.Ceruiint; to A J711 ipeCification A-151 or 10)4" f 1 shall be rail steel, defoi7,ud bare oonforming to AST14 5peoi.fication A-:t6. All mill scale shall be removed before placing and barn shall be kept olenn until concrete is placed, The steel shall be placed in the forms as shown on the plans and shall be maintained in place by wiring, or by any other effective means approved by the P;ngineor, I END OF lTGP1 103-3 11 IT1 4_UQ. 104 - EMBaI�I NT FOR P1PF, A, Granular Emhodmont3 All pipe, unless otherwise indi.nrltod on the Plans or authorized by the End:lneer, shall be laid with an PH)orbnafit of granular materi.- al. The trench rhall be excavated to a depth four (It") inches below the grade of the outside of the pipe and filled with granular material for pipo embed. ment, Fmbedment details are shown ir the Pisan,g, Granular embedment material shall be crushed stone or gravel with a maximum sizo of 3/411. Granular embedment material dial]. comply with the spcoifioations for Cear8o Aggregate for_Concroto an herein elriowhere sot forth, except that the amount of fine particle passing a No, 4 sieve shall not exceed 100, After the pipe has been laid to grade and line and the Engineer's approval obtained, the embedment material shall bra placed up each aide of the pipe to the level indicated on th3 plans, andthall be shovel tamped around and under the pipe in order that all void eptroo may be filled. B, C rrete T.,;mbgdmojLt t 11410re shown on the plans or as directed by the Engineer, the pipo shall be laid with a concrete embedment or encasement of 1500 pound nonereto in accordance with the dot3ils shorn on the plans, The concrete embedment or encasement shall be made monolithic by laying the pipe to line and grade on a four (411) inch embedment of concrete, and before the embedment has taken a sot, the remainder of the concrete shall be poured around the pipe and worked into the concrete embedment to secure a monolithic joint, taking care not to disturb the alignment or grade of the pipe, END OF ITNM 104-.t ITRM N0 105 _ ._S_LWLR PIPr A. General! All pipe for sewer, shall be of beat quality vitrified clay sewer pipe as heroinaftor specified. If the Owner no olocts, pipe shall be inspected and tested at the source of manufacture by an independent, testing laboratory; however, the pipe shall be tested as horoi,n specified at the Contractor' s or Supplier+ s expense . If an independent, testing laboratory is requested to teat the matorials, the Owner will pay for suola independent laboratory tests and the supplier will be required to cooperate fully with the testing laboratory. B. 5Spec., irioati ne for Vitrified Clay Pipe slid r�i,ttinns All vitrified clay sower 'pipe f tongs shall be numkb r one quality, true to straight lines and airoles with standard tolerances , and shall, in all respects oopiply with the Specifications of the American Society of Testing Materials latest desig• nation for Standard Strength Clay Pipe, C_V or C-2611 or Extra Strength Clay Sewer ,pipe, 0-200 or 0-278, except as Modified horein. Pipe may be glazed or unglazed. All pipe and speoial.s shall 1e of best quality vitrified clay and shall be of the hub and spigot pattern. All pipe and spoci.nls shall be sound and thoroughly banned throughout, smooth on the inside and free from blisters, lumps or flakes which are greater than one-.sixth (1/6) of the t}aiokness of the pipe or one-eighth (1/8) inoh, whichever is the least. The pipe shall be free from fire oraol;s of any kind extending through the shell, The pipe shall be well formed acid straight. The pipe shall harj a clear ring when tapped with a hammer , The bells and spigots shall be us near to true oir- ales as can be manufactured with tolerances as Permitted by It shall be the pipe manufacturer's responsibility to furnish pipe that the spigot end of one ,point will have a minimum of 3/81' clearance around the pipe and between the boll, of anothRar ,joint when placed togother. The pipe shall not be turned more than 1/4 of a round in one direction only to achieve this minimum clearance. The outside diameter of the borrel may be greater than the maximum figures stated in Ta'jlo 11 of ASTM Pipe Specifications , provided the other dimonsiona are varir.d accordingly within the spocificration tolerances and the revision of th( diameter- of the pipe shall be carried the onti.ro length of the project. Barely meeting the rQquiromentn of these Specifications will not be con- sidered as acceptable. It is intended that these Spocifiraticns provide a minimum quality which w17,1 be acceptable and the supplier wi.11 be expectod to exceed these requirements. Attention is called to the fact that this pipe will be accepted by the Contractor at the tail gate of the hauling truck, It will tint be accepted nor considered for acceptance on the loaded truck where careful inspection cannot be made, While the ASTM pooi.fica tions permit the rejection of pipe having "fractures, or craoke passing throw h the barrel or, socket, except that a single crack at the spigot and of tho pipe not Oxcoodi" r, 75% of the depth of the socket or a single fracture it-, the socket riot orcor;di.ng 3 inches Around the oircumference nor 2 Inchon l,engthwi.se may be poinittod", it is not the intent of those Specifjcujtians to permit any appreciable quantity of pipe meeting the herein described fracturos. The quantity of fractured pipe to be accepted for this pru�rjut shall bo at the discretion of the Owner. As an exception to A;)T?f SpcsiReati.one, the Oa.-nor rosorvos the right to mark frith appropriate marking poncil. all, pipe rojooted due to failure to comply wi.th those 5peciXioations. The aupplior will be expected to load and return this rejected pipe to their stockyards imme- rliatoly. C . Lel MOO 31 The olatssos shall be an shot-m in the proposal, on the draw- ing's, or as spociftod. Phe vitrified okay sower pipe shall conform to ASTH Designation C-13 or 0-261. for Standard Strength Clay Sewer pipe and shall conform to ASTM Desig- IlAtion 0-200 or C-278 for Extra Strength Clay Pipe as specified above, Sewer Pipe shall be installed in accordance with the following tF,Ulet Pipe Size C-13 or C-261 C•-200 or 0-.278 _._..�.. . C,a„sa+ ,Umhedmeat Clan.1 1 ,7edmont lo" 0'-1Ib' Trench 3.4'-24' 'Trench l.2" O'-12' Trench 12'-23' 'Trench 15" 0 '-1,2' Trench 12 '-21 ' Trench 18" 0'-14' '.french 1111-7.0 ' Trench 21'l 0'-12,' 'french ,� 12'-21 ' Trgnoh 2411 0'«12' 'french l.2'-21 ' 'french 27 0'-14' Trench 14' -21 ' Trench 30" 0 '-11"1 Trench 16' -24' 'French l;ND 0I1' ITM 105-2 SECTION 106 - CAST IRON PIPE AND PITTINO,S A. noscri.da_t_i III This section covers the furnishing or all oast iron piF,o and .rittinfps. The p1ttns allow the sizes and gecloral arrang;emont of all pipes and rittings; however, the rosportsibility for furni.rhinf, oxart lengths or the various pipes for proper "make-up" and for providing rpeoi.al items as may be required to simplify or facilitate the installation rust with the Contractor. Cast iron pine and fittings rospoctively, sha3.1 1v Close 150 and Class D, Cast Iron Re13, and�Sn1 t and N'eehanieal Jcsi.nt 1'i.n� t Cast iron pilaw .� ],i t) . shall comply in all respeots with federal Sixacifieatiotl '•Ad_P_4.21a) , Types I and III, except for wall thi.okness and weight of barrel as described in the following paragraph, The ,joint shall. be Type I for caulked joint and Type 7.11 [or mechanical. Joint. ""1;yton Joint" as innnuf, acturod by United States Pipe and Foundry Company, and/or "Fact-Tito " as manur;aotured by American Cast Iron Pipe Company, will be acceptable . Centrifugal cast pipe shall be designed for minimum woeeing pressuro designated as above in accordance with the Manual for Computation of Strength and Thickness of Cast Iron Pipe (A21, 1-1,9)9) as approved by American Standards Association, Centrifugal oast pipxa shall have a metal thickness based on a tensile strength of 18,000 pounl,•a par square inch and modulus of rupture of 40,000 pounds per square inch anr: shall bo designed for 5 foot cover, trench condition 13, for any variation from the above physical strongth values , there shall be a corresponding variation in metal thickness based on the formula in Manual, for the Computation of Strongth and Thickness of Cast Iron Pipe (A21.1-1999) as approved by the American Standards Aesooi.ation, Pit oab ; pipe shall be designed for a minimum working pressure desig. noted above and shall conform, including; wall thickness and weight, with Federal Specification ?n,'..P..421a, C. Cc ,t, Iron_ 13e11 end 9_ i 2t f�ittin•LI All be1l. and spigot fittings shall conform to A,lt,V.A. Specifications C100_54T, fittings shbil. be Class Meohanioal Joint fittings shall comply with 0,100-5411 except for the ,jlrint, D. Cl cl Cast iron Pino and I11bti nert All flanged and , flanged and bell , and flanged and spigot pipe and fittings shall conform to tho A,S ,A, and/or Poderal Spooi.rications as outlined in Paragraph D of thin section. All flanges shall conform to the 14tost Standnr6 Specification of the American `stiruaards Association, Flanges shall. he Class 125 for all pipe , fittings and valves " to 12 " in diameter, inel.usi.ve, with a working pressure (tncludir water hammer) of 175 p, e. i, or less , and for all pipe , fittings and val.•,s 14" in diamotor and larger, with a working pressure (including; water hammer) of 1.50 p. s, i. or less, 166-i Bolts , bolt circlen, heads and nuts; shall be standard as to quantity of material;, E. Li.ni� and COatIUf! : The drat iron pipe and fiat'„111,1s shall have an inside cement mortar lining conforming with Amerloan ; F,Ondarrla Assooil- tion Specification for cement lining for oast iron pipe And fittings (A21.4-1953) except cemont lining shall be reduced to one-half thickness and conform to manufacturers' standard spoei.f!cation for seal-coated ''Snameline ” lining, Outside coating shall conform with American Standards Association Proposed SpucifiWion for Coal,.,mv Dip Coating for Cast Iron pine and Fittings (A21, 5..1940) , END OF S ;CTTON 106-2 t;?13i t10 : 11; 1_ALI;IMG CIAY PIPE A. T_ 'tY1n C1u � 1'iJx1r ftpon the required ornbodmni0t , tho pipo shall be laid i.o i,he lino and grade shotan on the Plan,", Pi ;x, ' hall not vary more than one tenth (1/1,09 ) foot rrom the term li-ne iinr more than two hundredt.ha ( 2100, ) foot frota the theorotical i;r,nde , The j`rTJneor ct.i.l.l set lino and grado st:akos every fi.l'ty (.509 ) feet and furninh tho Contractor with out fi.p. ures. 'rhe Contractor shall. furnish caul set all Trade boards , grade lines, pltunb bobs an(I ,Linos and measuring poles r0orunsar;y for lreyittg pfpa within the t, fifty allot-end, 0rado boards '311,01,1 ho not at intervals not to exceed fifty ( 5 00 ) foot. Prior to laying, the pipe 01187.1 be curerully inspected for compli.ann(a with the spaei.fications and pipo which is ci eked or broken or that ices not fully eornply with the npooi£ioations 0h. ..l be re,)octod and immediately removed from the nito of the work by the Contrar,tor. Pi-P0 shalll, be laid with boll and upgrade and with spigot downgrade unlr. na oth('rwi.so approved by the Cngdnoor, '[ho embedment (i.f ordered by I,ngincor) to rocoi.vo Cho pipe shall be planed to 11 gi^ads slightly higher than that reciairad for thn trade of.the Pipe) and the pipe brought to grade by tamping er^ the removal of the slight oxcoss embedment under the pipe , Arl,justment to grade and line shall be made by Scraping away or filling with ombedtttent mrtevial, , and wedf!inf; up oil blocking up of pi.po will not be ParmiUod. fact' pipe aVOUIorr shall have n uniform Waring on the emlxrdmont for tho full longth o£ tho pipe , After the pipe has boon planed and JoIntod, tho embedment ahall bo bt-ouglit to the full death rer uirod, 311011 part or concroto ombodtnettrt 01' oncasement whoru required that may be Placed after the p1po i.s lai(i , 111al.l be tamped Lo make a bond with the original concrete. , caro boing exercisod in tampiQ0, to prevent lifting the Pipe cut of alignmont or grade . Aftor embedment is brought to full depth, the tronch shall ba backCilled as necessary to hold Lilo pipe firmly in Position, Such backfilling to Lac done as herein 0pacified. Concrete ombodment shell havo ocquir,od its tniti.al. not baforo bachfillintr,, I!. Pi o Joilitgt Al], }oi.nts for o!ay ©ewer pipe shall. be made With a hot Poured bituminous ,joint compound , compl.otoly ,ril.line the annular space botvrcen the i.nslde of Lh^ Moll. and the outside of the spigot of the nitxl e+.red», Joi.nttt shall. bo maade in acaordaneo with the fonowing provisions. (a) Jolnttnr., Matsriala Pipe Sotnth shall. In coal$ Ewe �in�db iuint compound 1'cl.lowing the preparation of the Joint base wil,h yarning material no hereinafter spori£.ied, Jointing material shall be "Hoot-loaf as manufaetured by oulf States Asphalt Company, or an approved equal , and shall comply with rodor81. Specification SS-8-16891 Type 1..111 Class I hot pour, (b) Pro ra ion of `ir!L;l;ndgr Baforo laying the pipe a1W while the l pipe is sti. . at ronch nido , � inside surface of th3 boll and tho outside 107.1 surface of the spigot nhall be wiped until clean and dry, and then paintod with nn approvorf asphalt primer paint. Primer shall, txr implied at least Sour hours before thn ii is to be laid, i._L Pipe undo shall. t kept ctnan and dry unti.l7jo rrt;s arF mnde . (c) Maw the Joints Joints shall be mado in Lhe following manners A closely twisted homp or oakum gasket of suitarbl.r; dlamoLor, in no cane lose than 9/4 inch, and in one piece of sufflciOnl; longth to pass around the pipo and lfrp nt the top, ahnll be solidly rammed i.rlte the annular space bet,woen t,ho pipes with a suitablo caulking tool . The yarning material shall bra dry and froo from oil, groasy substances , or tar. Thioknoss of yarning material shall be sufficient to hold the pipes o(jourely in thoir proper relative positions and shall not fill more thall one-fourth ( 1/4) of the annular space , After the ,jute is properly caulked , a suitable asbestos runnor, shall be placed and the compound shall be poured in no chat it will run around the pipe completely filling the annular apace , (d) Manufaeturor°s Instrtiotions to be I�olloa id: The jointing compound shall Ixr ho,atod in a molt ng potpot•-. sr... u. citable for the use , and manipulated in aocordance with the irint,iluctions of fho manufactarov of the compound , r C, TnCiltultLoan TsstgI (a) 0enoral► Tho sewer ! nos shall be constructed to meet i.nfil.tra. tion toasts as ouLlinod herein. The maximum al.lowgblc Infiltration shall be 1,000 gal.l.ono per day per mi'lo per Inch diameter o.f newer pipe. (b) Motho of ToaUn r Tlio iWngi.noot' Will dosi.r,rato curtain sections to be tostod for inf.'iltrati,ono The aoctions to be Coated shall bo in longths not to Mood the distance between manicoles, ']'he Contractor may use dither of two methods for tooting the sewers for iafiltrati.onr ( 1 ) beckfill may be installed to n Safe distance above the top of pipe so that pipe will not float out of position and then tooted for Infiltration. When this method is used , suitable dams shall be inotal.lod at end of socfion to be tested and the trench flooded so that about four Post of water will to abova the flow litre of the pipo being tested. ' (2) Ilackfill may bo brought upi4avd to tho nurfaco alongaido and test mado between manholos. The Contrnotor vhall flood and ,jet the back- fill so that an averbgo of four feel of wator shall he kept, above the flow line of sewer pipo being tested, The Contractor ;shall flood and ,jot the area to bo testers no that the Ynginoor j.,, eatisfiod wuth the saturation of the backfill. The time required for tosting shall be sufficient for the E;ngincor to satisfactorily moneuro the infiltration. 107-2 MOasurement of infiltration shall. bo 1.1urlo t,,y tho uco of 7-notch weir 1'w^Wished by the Owner. The Contractor shall. 9nr;tall. the weir to the satisfaction of the Enginoer, in the m,,nho].o doarnstroam and adjraeonl, LO the sootion being tested , After test is maclo Uvi (;ontractor shall remove the weir for use elsewhere . Artor oho Engineer selects the section to Lxe testod, the Contractor shall procood with thr, preparati.011 for tosting. Tests ,ror infiltration shall include about ton por cant of the ripe Jenethsi however) not less than one tRSt shall, lxa made on each size of, pine, ;'or each tort. that fails , ono test shall bo addod . (c) l''ailurr� to Meet_ ln.fiJ.trntion Toss„ N'horo the ;nfiltralioti exceods the maximum ��llowa a] a, the ContrAO or shnll make, correction to the hatinfaetion of the Engineer. (d) ajWnt for Infiltrrati.on Te is The unit prices bid for sewer pipe complete iri p ace shtall knolude all oostn for infiltration tests. Tho NMI' Will furnish water fo­ tooting at the nearest fire hydrant. END OF 177 ii 107-3 S1��C'I'.ION 108 - 7 NSTALI,IN(`, A, 00 Oil Cast iron pipe , fittirrfs, sf>cexila c,nrl valves are to be ._..__ . intttalled at .70"Lions stio,an on the plans and In these Contract Documents , Unlesa othorwisn indicated, pino in tronohos ;rhall be laid to the grade shown or all even grade from point to point f r which elevations are furnished, Attention is "'llod to the .t'aet that tha !,ngineer Will riot trades for pilx. i.fryinry at 100-foot intorva.l.s as t;peeified under ''Cover Over lop of pipe ilnrm , All Of the r0quiromontr, Of the specification& unlor the section, "Lacavation ancl it,-,cicfill" , f;ovarn for tiro excavation of trenches for laying cencrote cylinder pike , fittings and specials, backfi.11ing, etc, PM linndl.i.n , All ptpo, fittings , siGcial (Irietinfrs snd gate valvos sht,ll. br, 10140 rt,e4 into tron(,h by dorriok, tripod, crane or other F;ul.tnblo maohi.no and sh,11,1 not 1m r011.od in or dumped into the tronch, pjjx) , fit'Jirga and valves shall bo handlod in nueh a manner ae not to damage the coating, Before lowering and while 171-16M ded, each pi.nco of pipe shall be rung with a light ham�rer to cintect £lbws , and any unsound pilte shall be ro,jeotoci, Jill dint and trash that may bo in the barrel of the pile , on the spigot anti/or in the be 11 ablill bo romovod while the pipes if' snaprnded, All pipe and fittings shall. ixa handled and lowered into the tronrh with slings. The uno of hooks for handling pipe and Fittings will not bh pormittnd, 11horo it hecomos necessary to deflect the pipe to avoid obstructions , the deflection of eaoh ,Joint must be approved by t;,e l,ngineer. The pipe is to be kept c].eait during the laying ornoration and free of all stickup dirt and trash, anrd at the cl,,Ie of each operating day the often end of the pilk is to be offecti.vol,Y soalod nigai.nst Ue-1 ontranoe of nil ob,jocts and espociall,y water, Unless Otherwise sperificd or unless otherwisu directed by the ;engineer, the joints for all boll ,arid apif;ot oaat iron pipe, fittings and sf>✓cials shall W made , using load and/or m0oha!`11081 Joint oint for jointing ruateri.als and/or "'I'yton ,)oi.ntll (or similar joint), CO. Join_t MpkLng 1, ),talcin laarl ,)ointsf After pil,a and fittings hnvo boon placed to eOrreet alignment and grade Ind joint spaces cleaned rand dried , either dry, long fiber, braided, host quali.t,y, eagle ,jute which has boors previously handled so ofor;luareCcross soctfan�rsorstoril zodband ' 10B..1 r handled to provont. conf,nminati.an, nhall be cnul:kort into the ,joint, rash ring of ,jute or braiidod homy rahall, 110 caulkod to rofuan] algainet the yarning iron, when name in struck with full force by tide hunt; -aaulking hamtn0r, Phe depth or iuto or braided hemp in the pilva nOcket who„ vaarninfe of the joint is f. ini.shed nhral.l. 10 ouch nn 1,O leave as 'L,;ad rr,pare mptti inon,' from the face of the pipe boll, of not Ions than two and ono-quarter (2-1/411) Inchon for pi.po iron, nix (611) i.nchna to twenty-four (21111) Inchon, inolusive , and not, loon than two and thn-o-nuartor (2-3/411 ) inches for largos aizos , When rnore than Ono ( 1) rinf; of ,jute or hemp in ueod , 'he ,jute or hemp nhn11 be e+at to propor longths tc; rit around tho opigot and of 1,110 pipe without; lapping, The ends 011P11 butt together snugly nt norm point on the ciroum- forenco other than the top or bottom. 'he joints in s)aocessive ri.ngki of ,jute or hump shall be w0ll ntagg0red. 14+hon only or>< (1) ring of ,jute or romp is used , the ,jute or hemp shall W out to proper longths to Pit around the nptgOt of tits pipe with not loan than a Pour (10) Inch lap, 111110 lap shall be made near the top of the pipe. Gftur inspection of the ,yorni.ng by the 7j'ngi,ne0r, the lead jr,int shall be poured with ol:ean, soft, remelted pi,g lead , at mach t0mperaturo as wi ',.1, inoure fluidity throughout the pronoun. Load furnace, shall be kept wit Mil fifty (501 ) foot of the ,joi.rlt to Uo poured. 411 joi,ntn nhall bu oomplot�aly filled at ono pouring;. Clay rolls (or Osrnakos") or paatonb jointers may lei usrd for joint damn, and shall. bo of such shape rata to leave (a alight oxcoss of 'load outside the faun of tho hell no that thorough caul.ltingr will drive the l.lad only slightly wi,thi.n onid face . Caulkirfrs I 1ay be done either by hand or oy air hamtl,srs After the lead has 17000me ohillOd to atmosphere thmperaturo arzl both yarning and caulking shall. Ix) done by skilled, experienced workmen, to 1,x9 approved by tho Lnflinoer. 2. 1�itltir nL FZaoJ1 {ani�a7 Joi,,,ir t,1)I r This typo pi,ro shall b0 ,jointed in Pull a06,01-citincr, w,.{)'y than ntunuft)(101'or'n ro ;omrent7rlrrLi,onrt nncl nhall I:;e (Iona in a neat rind workmrinlike mann0r. Gary nha,tl, bO tal;on to provont sh0arinp the bolts. The Of the, pipe nhnll be done ran follows , unloss 00'erwi.so dirncterl by the # npin0er, (a ) After enroi.'ull.y cloanint, Ixath spigot arul boll and aftor 7livpInEr i,hn r0l.l.Ow0r rin10 ur1rl 1,Iw 1;a;>I:et 0110 1' the upigo6 ant), the npi,gol, sholl l)o allppe(l into tho ball. (b) If' r0q11e0t0d by the ;✓nginoor, ai Lubricant; shall. be Applied to the hljigat to assist in 088(inibl,y. (c ) 'Pho gasket shall iO carorully soatrd by hand so as to ix? even In the boll at All points. the Gookoti, the tboltsnnro up tho riirs to uniform txaari.rg Agairt0 I g insOrtad and Ui3lhtuned by hand in pairs using bolts opposite 0~,101, other. 1Oi3»2 (e} The nutn taro to it tightoned amply to hold the required pressuro . Extonoion wrenchor, or pipes over wroneh handles , will riot be permitter] . Ten (1.011) inch ratohot, wronchos ohrAl7. Lo used to Lifthton the nuts , unloon othor type wronchos arc npproved by the Cn(rinoor. The finishod ,joint ahnll Lip nont rind uniform and shall be watorti.ght. 3. Malcinal?IRlgC ( ,ioi.I)tt9 - The Contractor shall bo rosponsi.ble for the measurement of a).1 connnnontionn. blangod piping shall bo erected in accordance with the control'Untr dimonsion shown on +,hu plans. Hach piece of flangod plpo shnll lxr thoroughly cleaned to remove dirt,, rust, gronao , and athol, foroip,n m'at.tor, and .flanked .faros shall. Le Lhorouldily wire brunhod to i.ilcuro r.von lx1nr.lnt; for trnnkots rind mating flangos, C]�islcots for .flnngod ,jni.nts shall. be composiLion sheet-pnoking , ,full fticad , faotory cut, oi' ono-six(-oenth ( 1/16") Inch thickriosa , "Cranito " , or tipproved equal, ;'largo bolts shall 1)o irtstall.od t•r Lh bolts in ono direction. Plangre bolts shall be Lightened , oath In turn, pit a uniform rate around Lho ,joint, 4, 14 ki.nit "T,yton" anrllor "Past..T! te" Joint;, s TPse ,jointing nr thin type of ;oint shall 15) ae ronommondod t-y the maithe lufnr.inirrir, The pi-ocaduru ' for Jointing shall, be generally no fol.l.ownt a, The spigot and nookot shall Ix Lhorour,hly o1o4inod tend dried before sbnrting the ossombl,y of t'•.:i joint, The gns]uit r3oaL in tho sookoL and Lhe gtiakat chnl.l bit wiNd with it ol.oth. b, The rant-oL shall be plarod into the soaL in the socket. a . A Olin Will OT lubric:anL shall. IP appl,i�;d to tho insido sur.fr�co n^ the gasket that will Como in nxiUoL with the ontorirttf, j4po spigot, d, The spi,trot, shall have a Jilin of lubricant, If noconsary, c, . The joiA shall bo, made by oxortilig sufficient force on the enteririr; pi.po so that its plain end w)'Ll. move Bast Lho traskot. This oxertinte forco tiny bo by uro of ",io crowhar, tatothod '', (f3', fill() sntallor) ; "fort;- Lool method'' , (f3" earl smaller) ; or ''jack mothod", (10" and lar;;er) , END OP, SP;C't''1011 lt}f3-3 ITI'l l NO, + , lcinholonr I1..rnholo, on,all. be con;atruot,od at 1ur;11t,ionu indicated on tho plann , 01' ur; othorwino (larnoted lay the Isriginner . WlmlopaonL of nroae through which thF) e+0�W01' f+f;ras0o nrly diotaLn chant{en in locnLion or incrcano, Llic number of manholor, roqu r'ad , Manholos sha1.1 be r;onrltruntod to drltoaila shown on Lhe pl.,nris with invart 800Lie11 to b<S of coneroto and w3.Lh uprx:- , variabl_ca l.enrM r;uc; Li.on to be built of brick , I';xenvtition 1'or mranho'lon rlhral1. be Dirge onouflh for tho outside: plastoring of rho brick. x3011 sreLO for' all manholo conoLruotiorl OU111 be 7,,500 pound eonorete , Brick fur manhole eorrotruct'lorr shall W furrriehod by the Contractor and shall fro hard burnecl sower brick MIMI,M, C-32 , Clrnde MA, l3ri.ok ahall be lraid with full lalush ,joint; of portlrand c,+,,ont mortar of ono (1) part cement and tltroo (3) parts clean mortrar amid , lfod ,joints 31mi.1 lxa 110 near as p066i.blo of uniform thickness not oxocad'ng throo.eightr; (3/8 ') inch and shall. be, substantially loval. Brick shall bo loi.rl radially with vortical. ,jo .nte riot over ons..cuartor (1/4� 1) inoh wido on the iraid0. Joi.nLs vhal'l. I.v staggerod End shall. b,, orlinpl.otely fillied with mortar, 'fhe ehLi.r-O outsido surface of the m:oul.o shall, be pitintored with ono-half (TIP") inch of mortar. 13. Manholo_ Cyvopa an StoLr camhol.o covers and Stops shnl,l bo or good L;rnde Prriy cast .iron 61113 Of' dosirm shown on tho Marla. The 011gL :Cron shrill hnvo P Lonailo ntroneth or not, loss than ifi,000 poulttlo por square inoh, All oastings shall bo kop,; clean rand perfcr;i, vrithout b7.ow or sand bolos or other dol'ar"O of any kind . casting's shall bo thnroughly cloanod and oub,juct Lo c,aroful. htinlmor Losia, Manhulo rings nn{d COVere 061.1 Ix+ machined i;uffinientl.,y to provont rrittl. .ng undor traft'ic , rtanhol.e ring tinct cover shat] bo Trinity Valley Trod and Steel Crr„ PoUern No, 672, of an airpravod uqual, ',1ht�ro roquirod by thr) Owner , stub-outs shall. IX) macle f'mr, the mnnholcti for future ocnnucti.0118 At the cluvUi.on dovignatod by th(i Eriginoor, 14itl•1 one )tint of clay pipe which shall Fo act in the brick a10.1 of the manholo and pluggod tits tho outer end , I;Lub.out pi.lw t'rill, be furnishod by Lho Contractor ant, nhal,l ki pilld for at tho unit priou bid for pirau of that si.z0 rind dopth, r Nll OP ITEM log»]. 1 ITEM N0, 110 SPEs'C.T, L C Q91 IIANIJOLI's A, Ce,n,or lj A conoroto manholo shall he constructed in the vicinity of the Old Sewage Treatment Plant in the location shown on tho Plana, Manholo shall be constM oted of 3000 pat ,concrete and shall be In tn11 accordance with details shown on the Plans, to 91 do a s The two slide gates shall be comploto with operators and shall be installed in accordance with the manufacturer's ro^ommondations. The gates shall be of the flat fraoLa ,,,,po suitable for attaching directly to the concrete wall with anchor bolts in such a mannov as to eliminate any distor- tion or binding which would affect the proper operation of the gate. The gates shall, be ARMCO Model 1000 or approved equal, Frame and slide shall be oonatruefod of atruotural steal, The operator shall be of tva floor stand and handwheol type, AMIC0 'Type lIf'9-24 or equal, The a11do gates shall be cleaned to bright metal and given a shop coating of Inortol "PDXITAR" Primor. Two yield coats of Inertol Poxitar shall be applied after the gates are in- stalled, giving a total paint thickness of not leas than 12 mila, All anchor bolts shall he galvanized, aluminum p atjt to fl oa The aluminum stop gate shall be conatruoted of 1/411 e exact diminsions shown on plans, Structural angles shown for guidon for the gate shall be hot»d.ipped galvanized after fabrication and all anchor bolts shall be galvanized, D, Metal Orating: The top of the manhole shall be steel subway grating of type and bearing bar size shown on the Plans, The Erating shall bo as mane- featured by Irving Ou bway Orating Company, or an approvod equal, and shall, be hot-dipped galvanized. IfND of ITEM • 110-1 1 r r iG;M N0, 1.71 RAIIIi i) Pdl) fIIO 14JA ' CROSSIN iS uAEL A , gMgrn• llr Whore the work onuronahou upon the ri.l;ht.-()r-way of the Railroad or Highway 17opartmont propertioq, tho Owner grill scour•(; Lho neaossary onsomonto for �,ho work, The Contractor shall obsorvo all appli.cat,l.e regulations and insLrue)tionu as to the method of porforming tho work and take all prooautions for eafeLy of proporty and the public, All negotiationci with the Railroad Company and tho highway Popartment, oxoept for right-of-way proouromont, shall bo carried on by the Contractor not less than fivo days prior to the time of his intontions to begin work on that portion of the projoot, All work porformod within the limits of the right-or---jays shall be in full acoordanoo with all roqui.romento of tho Ownor of rfamo, and all precautioo,r1 , and safety regulations Shall be strictly obsorvud. B, UatQriaQs Cast iron pipe shall be used no the carrier pipo for the crossings as shown on tho plans. The oast iron pipe shall conform to the ro» quiroments specified a?.sowhoro in these epoolfioations and shall be meohanict.1 ,joint type, The oaring for Lhe orossings sho11 be of size and gunge shown on thf) 111�no and shall be galvanized corrugated c „e01 as manufaoturod by ARMCO nrain(A ;(,. and Metal Products Company, :one, , or an approved equal, and utiall comply with AASIJO pesignution M-)6. C, CorcatVot, f Tho arosnings shnll be made by boring a hole and pulling oaring through or by excavating a hole ahead of the oaring as it is ,jacked through, The hole shall not be greater than two-inohes in diameter larger than the O.D. of the oasint, The Contractor shall not be porrai,tted to enoroach within the limits o!' the boring as shown on tho Plans. C6roful attention shall be given to the installing of the casing on propor g,^sdo, All ,joints on eornigated pips casing; shall bo ,joined with corrugated i .p straps. Tho oast iron moohnnical joint carrier pipe shall to puahod through the easing in buoh a manner to ineuro watertight joint, The backfill of tho tranohes and other cxoavations within the limits of the right-cat'-way shall Ijo wetted and compacted into place, END Or, 1TRM 111-1 f ITEM 1±2 Or STREET M1t21CIQ1 S A, 0enexMa i In the replacomcnt of street: Marfaoes, till work shall he performed to the natitifaction of the Engineer and all workmanship and matorials shall caon£orm to those spocifioations. Trenchos within the roadway sootion of paved e;treetn shall be beokfilled as heroin o1,7o1qho1.e spcciri.ed, D, ¢fav se g SS1L_�eQt For all flexible base paved ebroots, after baek- fill has boon compaotod, existing pavement shall be out back to provide a shoulder of undisturbed bearing along each side of trench of twelve (1211) inehe, . This base or sub-brio area shall be baok.fi,lled with suitable base matorial whioh shall be placed in not loss than three ()) uniform layorq, with each :layer being compacted in an approved manner. The trench shall be maintained under traffic for not leas than twenty (20) days before any surface material shall be re :laccd, The gravel base shall be maintained at substantially the adjacent suxrfoce lovul of the street hit not below same, t CQn,Q�te er Ibr all paved 3treete which havo a Portland eeme�t, oonorc. -r brio, the existing Pavement shall be out back to provide a shoulder of uitdi,,p. turbed bearing alonlY each side of trench of twelve (1211 ) inches After the sewer is installed the tronoh, including this 12" strip on each ,;ido, shall ')o baokfilled and compacted as above for flexible base , and maintained for a minimum of twenty (20) days, After this maintonanoe period the top portion shall, be oxoavated out to the depth of the ad,)oining concrete base end shall 'be replaced with 2500 psi concrete reinforced with 6x6x10 gauge mire nosh, The top or the concrete base shall be 1P below finished grade to allow for placomt,nt of the asphaltic conoroto surface material, b. nnvF�mont p_MoUtt No pavement shall be replaood until nftor sower lines havo been approved by the Engineer and the base ha,s boon maintained for the required period. For all permanently paved streots, the base shall, be axon- vated to the depth of ttae adjoining pavement, In the replacomont of atiphaltio to rfacing, the odges of the oxiating surfacing on either side, of the trench shall be trimmed to straight parallol lines by canting alone, a chalk line or other satinfactory method with a +ion- erot,o saw or other approved method. The base shall be shaped so fin asphaltic surteco course of trio and one-half ( 1-1/211) inches will be obtained. The base shall be swept olcan of all 10008 ma"orial and permod by spraying with from 0,2 to 0,3 gallon per squaro yard ui out-back asphalt, hand spraying or mop- Ping will be permitted. The surfacing material shall, be sproad, thoroughly raked, lovollod, and rolled with a five (5-T) ton, or larger, flat whool roller. Care .9ha11 bo exercised to replace the pavemeht to the proper areas- section and elevation, Any high or low areas appearing during or after rot- ling shell be corrected by loosening the surface and then adding or removing the proper amount of a5phaitio concrete and then re-oompacting the surface, The edges of the new surfacing, after initial rolling, shall bo from one- fourth ( 1/4") inch to three-oights ()/B,,) inch above the old surface to allow for further compaotion, Asphaltic concrete for rePlaaing pavement cuts shill be premixed limo- stone rook asphalt. equal to "f1'10mix" Type H Slarlaoe Course, as produced by Uvalde Rock Asphalt Co, , of San Antonio, Texas. The Contractor shall submit 112-1 J oamplos and gpooifications of the m+.Ltorial he pro of, t:o use to the engineer for approval prior to ordering shipnont of such matorial. D. Unnnvod St?^oo •at In gravel or other unpavod otroats� the stroot' s surface shall be graded and loft in cx condition comparablo to that Which existed prior to tlae excavation & A. the pro,joct, END OF Trrt4 112-2 i ) 1 , ) i 7;`frM ll �1 r{QJI Cl r1n7NrL(JAfICI,Lcr,1!,Al`IUI AND GU. ARnNr1�1, A. (10" ,"11. 1 Durinf; the prosoc:ution of the wol'k , Win Contractor shall main- tai-11 tho 'Vojoct nito in orderly +anrl aocoptabl.o mannor, Upon compl.otion of any unit of work , it r;ha7,l be mf,:Vntai.nc,d by 00 C)nl,"nol,ur unt.tl, accoptance by the Ownor. Upon the completion as a 1411010 of 1111y l;eetion of work covered by those contract documonts anti bofcro final acceptance and Yinal payment 1111.1 be made, the Contractor shall cl.oan and remove from Cho cli.to of the project mirplus and discardocl matevialn, I,nmporary stnlcturrin and debris of ovory kind; he sha7,1 loavo the rai.to of all work in a nowt and orderly condition equal to that wh,l,oh ol,iginally existed. �.jrplua and wasto matori.al.s removed from the site of the work slial.l be disposed of at locations satisfactory to the Enginoor, 13, aLi, ltan a nr&s 1 , Un$urfacorl., Ast Whero ditches are in unsur£aood areaey the Con• traotor will. be required to maintain the ditch wrfaco for a period of twelve (12) months after acceptance of the work. 2. 5uri'aeoa Areasl Micro ditches crust; surfaced areas, the Contraot,or shall maintain the surfaco, which will be ropl.aced, for to period of twolve (12) months after aooeptanoo of the imrk, C. Ouarantoo; Tho Contractor shall, euarantoe the work for a pori.od of one (l. ) year after dato of acoeptanoo by the oviinor, wring thin period the Contractor sllal.l, mako any ropai.rs and/or replacements of dofootivo matnrialli, reworking duo to poor worknfanF;llip, all, as may be required for .1117.1 oumpliancs with tll000 spooifioati.oni;, Thiv Cltarantoo ahall apply to aJ.1 nlattere roportod by Cho Nnor, in arl�it;l,np, within one (1) your period and thin Civarantoo shaall be covorod by the oxWnlli.on of tho 1'orfola+lanco Uond as sot forth in th0 "Information and Spacial, Tnxltauotions to Uiddoral " 1!,N1; OF ,T.T1s';14 113-1 Z„TEM 121 BASIS 010 PAYTIENT A, rh�loi;a?t The "Bid Prioo" for ouch and every item a,, oeL forth in the pro- posal shall includo the ,tarnishing or all labor, tool,110 materials, maohinory, apnlianoos, plant and oquipmont apptirtonanL to and nocossary for the construc- tion and completion In a first alas, worlcman7.iko monnor of all work a: here- In spocifiod in utriot accordance with Lh000 spooifioatione and accompanying; Plano, Tho "Bid Price" shall also inoludo any and all kinds, amount or class of oeoavation, baokfilling, humping; or drainage, shooLi.ng, shoring and bracing, disposal of any and all mirplus matorials, pormanont protection of all ovor- head, surface or unuorground structuros, romoval and ropla.00mont of any polos,, conchritn, pipe linos, appurtonancos and oonnoctiono, cloani.ng; up, ovorhead expense, bond, public liability and compottaati.on and proporty damago insuran,, ,, , Patent fool, and royal,�.iou, rink duo to the olor,icnta, and profits, unless othorvriae opooi.fied. T.lo bid price shall aloo inoludej all othor incidentals not specifically mentioned above that may be roquired to .folly construct each and ovary itom Complete in place in aocordanec vrith the true intont and moaning of the ppoci, ficationo and. accompanying plans, of Pav R(AMAt The numUrs as listed here oorrospond with V;om numbero in tho Proposal, 1_. hr14.=_klzxn ,nh C1�ly I'in ,t The bid price por linear foot for olay sower pipe of the sizes indicated for these itoms shall be full compensation for .tarnishing; the pipe and doli.vering it along; aido trench. Measurement for pay- mont will, ba continuous throl!Glh manholeb , ��t-�1. }�� . .eo�iI- �,y, '�a F3e1cL1Kt 'la Sc Lival The pri,co bid par linear foot .for the riwo of pipe at the depth indicatod shall be full compon- nation for trench, lay, joint, and backfill. Clranular ombodmont and tho .ttroiahing of tho pipo will be pai(t for aoparaLoly undor othor i.toms. Moaouro- Mont for paymont will. be from oncl of pipe in sass whore it tormiontos outside a manhole, and shall be Continuous through ini.ormo�.iia o manholes to the center of the last manhole or and of pipe whoro there is no wanholo, 47_and 49 - Maim on .0 6!pu t The bid price per eaoh for those items shall bo .kill compensation fur concrete footing, brick, ntub-outs whore shovm, manhole rings and covers, manhole stops, and all other lnrrk and materials for the nomplote insl,allati.on, Monsuromont for depth will 17a from tho flowline Of the lowest pi,pu e,n the manhole to the top of the cast iron covor, Whoro this mCasuremont is 6-foot or loss, the hid price for this item ahall be Stall compensation for tho comploto manhole, Whoro the total depth exooeds 6-foot, then such extra depth oi' manhole which excoodo 6-foot will be paid for under anothor item, Tho unit price bid per li.nuar foot ror those items shall to .11111 compensation for all labor and materials noesssarly for manhole oonstruet .un, Moanuremoat for payment will tae the 114-1 vortioal depth taken from a maosuremont from the flowlino of the lowest pipe in the manhole to the top of the lid - then doduotint, G-foot. Measuromant will be to the nearest 1/10 foot, 51. and 52 - Railroad an( fug gy Crot nrsi The lump raim bid for thoue itomn shall be full companoRbion for all Labor and matorialc involved in conctruol,i.on the orossings in full aecordanoe with the Plans and Spocifioations. I31d price shall inoludo .0irnishingo of oast iron pips and oorrugatod easing; as wrell as all labor and all other coats involved. ,59 nooial Concrete Ma_ nho1�; fho lump sum price bid for thin manhole shall be full compensation for all, labor and matorialn involved in constructi,nc this manhole in a000rdanoo with the Flans and Sr;eoifioutiona. Materials ehaa ". inoludo all conorotr, subway grating, aluminum elile gala, oast iron elide gate, manhole stops, reinforcing steel, and any other materials necessary, 54 n, rQpo for.&Mgleal The lump sum pri.oe bid per each for this item shall bo full compensation for furnishing and installing the V,C. pipe, T-branoheo; 900 bends, and concrete baokfill required for constructing the drops as detailed on the Plans. Payment for tho manholes will be made under other items. 55 ConoX.P.I,L� �, e lapoment3 The Prins IAd per square yard for this item shall be 11111 componsation for watoring, rolling, compactingg and fine grading the sub-grade, for furnishing and placing the concrete base mater- ial, and for furnishing, plaoing, and compacting the hot Mix asphaltic noncrots surface material. Measurement for payment will be of the aotual area which has boon authorized to be cut and replaced, �L-� av sulau ent R agn o ty The price bid per square yard for this itom shall be full componsation for fine grading tho nub-grade, for furnishing, play i.ng, watering, rolling;, and oompaoti,ng the base mutor,tal to the required seotiaht and for furnishing, plaoinry and rompaoting tho hot mix asphaltic concrete surface matoriul. hloasuroment for payment will be of the actual area .rhi.oh has been authorized to be out and roplaood. The replacement of gravel surfacing on graveled strooto shall be included in the unit Trice bid for pipe in place and no separate payment made therefor, 2 nd 18 Orgve'l jyoto S bedulont ti{ tci�ig]I The unit pried bid per cubic yard for these materials shat be 11=11 componsation for furnishing and plaoing the material under and around the pipe to the depth shown on the Plana, Measurement for payment will be basod on the gontition shown on thj plans for eaoh size of pipe, and the total quantity will he computed by multi- plying the linear feet of pipe by the C.Y# per linuar foot factor shown on the Plans. Thin quantity, thus computed$ wrill, be the pay quantity rogard?.ess of the width of tronoh 114-2 i r - ;ierv_tin Con ootign Sir is rsl The lump slam prig; bi.d por car�h for thuuo connections ahal]. be 11x1.1 compensation for furniahing rind installing the V,C, sewor branch, G" v,C 1/8 bond, correct :longth of b" V,(;, riser pipo, G" vx, stopper, and concroto embedment beneath the sower branch, (0_ 11 ..6L_ con�rotg Not are ii p U-91 At the time of rocoiving bids, no specific nootl io known 1'or there bid stoma, 11108e items will be used only in the event there is a need for such materiala, in the Engineers opinion, at 10eations not shown or called for on the plans. Where mioh materials are ordered, the quantity for moawrcmont> will bo the volume of concrete which has boon ordered or authorizod to be uood, C, RU"T" Qu,vaticnt No separate payment will be mado for rook exoavt�,tion ari the 'excavation is unclassified, The coettheroof shall be included in the bid price for pipe in place, DI KqIS24IL0 tio t There shall be no separate payment for wet connootlono, The cost of Mich work shall be included in the price bid for laying pipo, E, c ' t�..�.«�,�l No separate payment shall. be made Sur concrete collarp which are shown on the plane or called for in the apoci.tioat;ions. Adrl'.t�.i�a 1pj quantity of those items which iaay be ea1].od for by the Cngineer svil1 be paid for at t11e unit price bid per C,Y. Mont, for concrete for embedhnsnt or enoase- 1 . x'estinn fir rn if .ltM inrj! No noparato payment sl�al.l bn. made for inrilw tration tests, Tho oust of such tcating eht.11. be included in the unit price bid for flarnishing and instDIling the sower pipo, END 014' 1'1 NH