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Home My Public Portal AboutORD11984 , .. BILL NO. , 9a-195 SPONSORED BY COUNCILMAN HAAKE ORDINANCE NO. 11984 AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH APLEX, INC. FOR THE 1993 MAJOR MAINTENANCE PROJECT, PHASE I. NOW, THEREFORE, BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS FOLLOWS: SECTION 1. The Mayor and City Clerk are hereby authorized and directed to execute an agreement with Aplex, Inc., for the 1993 Major Maintenance Project, Phase ' I. The amount expended for the contract shall not exceed $100,000.00 and the initial amount of the contract shall be $85,713.00. SECTION 2. The City Administrator and Director of Public Works shall be jointly authorized to approve change orders to the contract provided the total contract amount does not exceed $100,000.00, nor change the general scope of the project. SECTION 3. The agreement shall be substantially the same in form and content as that agreement attached hereto as Exhibit A. E SECTION 4. This ordinance shall be in full force and effect from and after its passage and approval. Passed:►z� fe,lI3 Approved: IZLL�.26 E . residing C66er Ma or ` ATTEST: Deputy"City Clerk R jY iJ., .... �... /i ! t .. ...t.. ..tii _ !. '` ..i_t .� .., `N°� � ., ..�i !I" N d..}..!�".y.'•'d .. _ t. . .._e.u. c? ......... ...... : . ... :* *14,* E O is . Aireltill TtF[ mF ... ..... .. . .. .. 07-01-94 ...... ... . . ... P R ODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE LIGHT NAUGHT AGENCY DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE BO 1768 POLICIES 1317LOW. X COMPANIES AFFORDING COVERAGE EFFERSON CITY MO 65102 COMPANY LETTER A ST.PAUL INSURANCE COMPANY OF ILLINOIS 29JWG COMPANY INSURED LETTER B ------------- APLEX, INC. LETTER COMPANY c %fil✓ RT I BOX 221A COMPANY .71 LETTER D IM11 LINN MO 65051 ,`� I E COMPANY if LETTER WR309D-1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED T SUR POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRAC H RESPE T TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES n UBJECT ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS CO TYPE OF INDURANCE POLICY NUMBER POUCYEFFECTTVF POLICY EXPIRATION LIMITS LTA DATE(MM/DD/YY) DATE(MM/DD/YY) QENERAL LIABILITY GENERAL AGGREGATE COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. ADEF70ccum. PERSONAL&ADV,INJURY CLAIMS M EACH OCCURRENCE $ OWNER'S&CONTRACTOR'S PROT. FIRE DAMAGE(Any one fire) S MED.EXPENSE(Any one person) s UTONIODILE LIABILITY $ COMBINED SINGLE LIMB ANY AUTO IT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Par Person) HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Par Aceldont) GARAGE LIABILITY PROPERTY DAMAGE $ EXCESS UA131UTY EACH OCCURRENCE 6 UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM STATUTORY LIMITS A WORKERIS COMPERSA71ON 8GOVS577 03-23-94 03-23-95 EACH ACCIDENT s 000500000 "r.4 AND DISEASE—POLICY LIMIT Is 000500000 EMPLOYER'S LIABILITY DISEASE—EACH EMPLOYEE IS 000500000 OTHER RECE VED JUL I I DESCRIPTION OF OPEM'nONSIL.00A*nOHS/VMICUS/SPEC[a ITEMS kut THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. I x CITY OF JEFFERSON SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO E MCCARTY ST MAIL 10 DAYS WRITTENNOTICETOTHE CERTIFICATE HOLDER NAMEDTOTHE FERSON CITY mo 65101 LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPOINTHE COMPANY,ITS AGENTS OR REPRESENTATIVES, AUTHORIZED FIEPRESENTATIIVE A. m �k't�; �"�,�rsS $`��fiS-v�i'r Ira s.t k�. )}%t�l�..t t f tti't•i to t�+.. "y, ��w'. }}�� v.�V„,"c ICyy 'Y'4S;LS.3arr�:�+�.:te.,ti,..�r:l:a}.§. .S_!S .k•.,.7.y��.: I . .•,u> ?r., ft ,., y � : . i.: c." t iIM ' ISSUE DATE (MM/sDWY1� 051044 94 PRODUCER THIS CERTIFICATE IS ISSUED AR A MA?TER OF lNFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE w T-NAUGHT AGENCY POLICIES BELOW. BOX 1768 E. COMPANIES AFFORDING COVERAGE FERSON CITY MO 65102 _Y } : COMPANY A Am LETTER erican Stapes Ins Co 1� r.. r' COMPANY THE ST. PAUL INS CO - (AR) INSURED LETTER 1Dlela[, Inc . COMPANY c lNSUR N APPROVED sk kY. It. 1 BOX 221— A LETTER ` inn, MO 65051 D Y COMPANY I3 , LETTEp Y y. l COMPANY 1 LETTER =' ,i I I CSTEDN CERTIFY ITH&TANDINQ ANY REgOUIREM ANT TERM OR CONDITION OFBONYNCONTEDCSCR OTHER DOCU�ENTAyy SHER FORT C ETO yLyIHICH THIS r F 1 �E M BE SSUED OR MAY PERTAI HE INSURA�CE AFFORDED Bl'THE PO CIES DESCRIBED HER EIN IS SUBJECT TO ALL THE TERMS, CCqq p NN r . . CL�SIONS AND CONDITIONS OF SUCH 'AM C, LIMITS SOWN MAY HAVE BEEN REDUCED BY PAID CLAIS. 'is POLICY EFFECTIVE POLICY EXPIRATION TYPE OF INSURANCE POLICY NUMBER LIMITS TR ATE (MM/DD/YY) DATE (MM/DD/YY) CD174708 03/23/94 3/23/95 2, 000, 0001 GENERAL LIABILITY GENERALAGGREGATE 6 1' OMMERCIAL GENERAL UASIUTY CD512 3 0 61 ** 10/19/93 10/19/94 PRODUCTS—COMP/OP AGO. S 2,000,00 �.•rC'4• t t: MS MADE OCCUR. **$1 , 000, 000 Limit Aggregate PERSONAL&ADV.INJURY S 11000100 ..J•f UWNER'BSCONTRACI.OR'SPROT. **$1 , 000, 000 Limit Occurrence EACH OCCURRENCE S 11000,00 FIRE DAMAGE(Any one fire) S 50,00 x. MED,EXP.(Anyone person) S 5110 MOBILE UABIUTY CC4942631 03/23/94 3/23/95 COMBINED BINDLE AUTO LIMIT S 11000,000 ALL OWNED AUTOS BODILY INJURY 5 SCHEDULED AUTOS (Per person) S f; HIREDAUTOS BODILY INJURY y NON—OWNED AUTOS (Peraceldsni) S .- GARAGE LIABILITY PROPERTY DAMAGE ;T S EXCESS LLA MIlJTY EACH OCCURRENCE $ ?' UMBRELLA FORM AGGREGATE S OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION 6 S 17 UB 8 6 0 V 8 5 7 7 03/23/94 03/23/95 STATUTORY LIMITS EACH ACCIDENT $ 500,000 ' AND DISEASE—POUCY LIMIT S 500,000 EMPLOVERS'LIASIUTY DISEASE—EACH EMPLOYEE IS 50Q ,00C a oTHEBUILDERS RISK CD5123231 10/20/93 10/20/94 $10,000 * $250 DEDUCTIBLE DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS M 'COVERAGE CEASES WITH THE EXPIRATION OF POLICY OR POLICIES. " I JOB: 93 MAJOR MAINTENANCE PROJECT, PHASE I - JEFFERSON CITY, COLE COUNTY, ` MISSOURI **Named Insured: Cit of Jefferson,:: Missouri j" SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE „ EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO CITY OF JEFFERSON MAILS p,_DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE 320 E. MCCARTY ST. LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR ? JEFFERSON CITY MO 65101 LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. SJ!:r AUTHO EP SENTATIVE G�5 R. I .ppn.�:. ..:::.;':::.::.;.:::::��..,.;':..;•:.:...:.:::•:i:.:�:::::::::•:::.::.::.;':.;;':.::;:'::::.:.;.....::.:.:...::.:::....::.::is i'::::.::.::.:':.i:.::�::...:.:.. ..,:•::.::i:.:::�::•::•i:::i::i:.:::.:::.:::..::.::::::.�.::::•:•:.:':::::::'.:;:•:.::....i'•i:•::?::::::.:'::;::;:;,..,..!.:..::v:::::::::::::::::::.::::::.::::::::::. •.t'.. 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I ' .y �.«;�4p t{:�, ,tJ-,.t+;'r.,�'`a�• �•pk't6;,}.„ ',tri,art�4$� e1p.f?CI-•'rsti��..;,+'; C�;;,`'s�:,>:ltS• ;vSlt ”.�'t� f'�S}t`.�..f.•S-ht 4.\q�a'VI',� i j .'�\'\ � 9 ,,��`1 _;�' .�'1f.{. 71'Y'M1 s ' .\.. �. r� r. ".7t .(,rr. ,.tltT t.. •��S'$9�`.M; � M'r�,u�1.J�at' °,� �t,�,1{?,•...f��y r"rr:''f' A,_„c ��pne.zi.�.zY��ii �' x.t.t�.^,.•..:.{„• c .� � .r ..,.5 •:i ; ;;W' A•yi`tj}{7Y�,1�,. 15,,3.i*•1k.�t3 1 �,r�,t e;�l, k' v' �.i,'L•t,tt"1.n f1 '- ',:�''�f, fs��{/s �f ,f. o��t��„r/ ..� ! ♦d,7a. tj� yi`i 4.A'!Y'",sY�'. Y' ;f.,. Y!.. ,�}1}, "'i `K��; �t f�,ft?.^�'��rX�.^ ”"�1�,, '�:,u'4,rr>, r a .fin 9 1 x� :•Yi ^�".. �`+7•i�..d�T}"nYr":.t•rWkty di•�.,!k 7' ak ru ISSUE DATE•MM,DD/Yy) BINDER 10/20/9.) MURANO`= of i,,' THIS BINDER IS A TEMPORARY INSUR ANCE CONTRACT, SUBJECT TO THE CONDITIONS SHOWN ON THE REVER SE THIS FORM. BINDER NO. 4, � SIDE OF COMPANY American States Ins . Naught-Naught Insurance Agency DATE EFFECTIVE EXPIRATION P. • Box 176 TIME DATE TIME X AM X 12;011 AM O8 MO 65102 Jefferson City, 10/19/93 12 : 01 PM 10/19/94 NOON THIS BINDER IS ISSUED TO EXTEND COVERAGE IN THE ABOVE NAMED COMPANY PER EXPIRING POLICY NO: SUB•CODE CODE DESCRIPTION OF OpERATIONSfVEHICLESIPROPERTY(including Location) • INSURED Protective owners and Contractors City of Jefferson 93 Major Maintenance Project 320 E. McCarty St. Phase Jefferson City , MO 65101 Jefferson City, MO Job with Aplex, Inc LIMITS COVERAGES DEDUCTIBLE COINSUR. AMOUNT COVERAGEIFORMS TYPE OF INSURANCE IV PROPERTY CAUSES OF BASIC BROAD SPEC. GENERAL AGGREGATE 1 .'Ooo 000 _GENERAL UMUTY PRODUCTS CLOMP/OP AGO. S COMMERCIAL GENERAL LIABILITY OOCURJ Owners Contractors Protective PERSONAL a ADv.IwIJRY –0 CLAIMS MADE EACH OCCURRENCE 1 ,000 ,000 WIN 'S&CONTRACTOR'S PROT. ER FIRE DAMAGE(Any Ono fire) 3 –0– MED.EUMENSE(Any one P=On) RETRO D ATE FOR CLAIMS MADE: COMBINED SINGLE LIMIT i AUTOMOBILE LIABILITY BODILY INJURY(Per Person) S ANY AUTO BODILY INJURY(Per accident) S ALL OWNED AUTOS PROPERTY DAMAGE $ SCHEDULED AUTOS MEDICAL PAYMENTS S HIRED AUTOS PERSONAL INJURY PROT, S NON-OWNED AUTOS UNINSURED MOTORIST $ GARAGE LIABILITY %i ACTUAL CASH VALUE DEDUCTIBLE ALL VEHICLES SCHEDULED VEHICLES STATED..AMOUNT.LINT S COLLISION: OTHER OTHER THAN COL: EACH OCCURRENCE EXCESS AGGREGATE JY UMBRELLA FORM SELF-INSURED RETENTION S OTHER THAN UMBRELLA FORM, RETRO DATE FOR CLAIMS MADE: STATUTORY71MITS i S EACH ACCIDENT WORKER'S COMPENSATION DISEASE-POLICY LIMIT AND EMPLOYER'S LIABILITY DISEASE•EACH EMPLOYEE $ I SPECIAL j, Alex Inc. Amount of contra ct: , E&ADDRESS ADDITIONAL ADDITIONAL INSURED WSURANCE PROVED LOSS PAYEE L3y. LOAN 0 AUTHORIZED REPRE51—I A I I V- T OLS S. Naught RAT T DA20RD=CRPO " e97X A:7 k" "M� NO W iP rkl+_ �'.i 1,• sr`tr -s,,1,,t„?',x.. �+r s r,,14h r, �'�i s kxxti«»w�....... ..._...c._w]...+.�.sw+waxsH+.�s�t'!!�Ae!;dfil'N•?�S{ W;t.�9'6'A�'4�rf F.';�a5eyll4ro-.LYwMis>:...,.S�..a..fmaN,�«ww.a�u.,i�r.......�w.w'r^'i.�'• CERTIFICATE OF INSURANCE. WCH 00069 ISSUE DATE (MM/DD/VY) 10/20/93 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE T—NAUGHT AGENCY POLICIESt BELOW. P. BOX 1768 COMPANIES AFFORDING COVERAGE JEFFERSON CITY MO 65102 1 COMPANY A American States Ins Co LETTER ' sy�psr. 4.r COMPANY ® jyt:xyv' INSURED LETTER p1ex, Inc. COMPANY C t. 1 Box 221-. A L 'n Linn, MO 65051 SAN” D IEITER i ..i COMPANY E a. LETTER o COVERAGES.: THIS IS TO CERTIFY TH�T THE POLICIES OF INESU•QANCJ LISTED BELOW HAVE BEEN ISSUED TTHE INSURED NAMED ABOVE FOR THEOLICY PERIOD INDICATED NOTWITHS ANDING ANY REQUIR PAtt�lT T RM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT 0 WHICH THl$ �,: 7 CERTIFICAtE MAY BE ISSUED OR MAY PEERTAIPJ T M INSU NCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLIdIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICYEFatiicTlvE PouCYEXPIRATIaN ,...,,;,> ,;;+y+l;.,. TYM OIF INSURANCE POLICY NUMBER LIMITS fat"' k�xs n r TA ATE (MM/DD/YYI DATE (MWOD/YY) GENERAL L"uTr CD 17 4 7 0 8 3/23/93 03/23/94 GENERAL AGGREGATE o_2 000, 0 0 MMEACIAI.GENERAL LIA9IUTY CD 5 12 3 0 6 1* 10/19/93 10/19/9 4 PRODUCTS—COMP/OP AGO. i 2 000,O 0 Ma MADE R *$1 , 000,000 - Aggregate PERSONA n Arne.INJURY 1100010 5DOCCL 0 — EACH OCCURRENCE 1,000,00 ;:;r' 4• t;t`.'`„ OWNER'S a coNrpiACTOR•s PFK)T, $1 , 000 ,000 O c c r r e n c e FIRE DAMAGE(My one fire) S 50,00 Z r MEO.E7P.(My one person) OMOBILEUASILITY CC4942631 3/23/93 3/23/94 COMBINED SINGLE ` NY AUTO LIMIT s 1.000.000 OWNED AUTOS BODILY INJURY SCHEDULED AUTOS IPM Person) 3 ? HIRED AUT09 BODILY INJURY 1 NON—OWNED AUTOS (Per au:;deno 8 GARAGE LIABILITY PROPERTY DAMAGE NNW t EXCESS LIABILITY EACH OCCURRENCE t UMBRELLA FORM AGGREGATE E OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION WC 6 8 6 7 9 010 03/23/93 03/23/94 STATUTORY LIMITS EACH ACCIDENT 111 100 .00 AND EMPLOYERS`LIABILITY DISEASE—POLICY LIAR 100 .00 DISEASE—EACH EMPLOYEE 8 100, iS OTHEIBUILDERS RISK CD5123231 10/20/93 10/20/94 $10,000 Ar $250 DEDUCTIBLE k DIE>SCRIPTION OF OPERATION S/LOCATIONBNEMICLES/SPECIAL ITEMS 'COVERAGE CEASES WITH THE EXPIRATION OF POLICY OR POLICIES. " JOB: 93 MAJOR MAINTENANCE PROJECT PHASE I - JEFFERSON CITY, COLE COUNTY, MISSOURI *Named Insured: Lty of Jefferson CERTIFICATE HOLDER . . .CNNCELLATfOPI 4. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE M? EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO CITY OF JEFFERSON � MAIL 1,a DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE 320 E. MCCARTY ST. LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR JEFFERSON CITY MO 65101 LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. AUTHORI21 ESENTATIVE ACORD 25,9(7/90) ACORD CORPORATION 5940 ✓`5Y ~7,. Ll •.'n<a .�,,+t">i✓ i"� t a c+pl '++t»r 1, _ r 7 j *. r v f�I�S c�{f'� ..1 ..r r✓. � r>.- s� 777777777 kt;xkTk -rFf�,��,at�j'��,l .{�r j $7f �,t� X3,14 ^i�ni u},+.rc�'S} t 3 ti{ s•!S jt f 5. S1 e a 7 .it 1 L "r tf .Ij. YruT + ti}r,t ✓A :.lsi/3>�ta} yr Fr,�`" '� t`t '�r {{�1Ft.+fix � �A t i t s .4 fv � v+ i i U .� . r' h a t• S> a N i'r ." 'n ♦ 'j j. A ( 1 � t's"a S 1 4{N j 't ( t}t .+� 4 '�R��RI��i h � ry�� 41 1�� A✓ rfis.9ttz, t x t i r ' +n 5'kid ! 4! a i cr L / q t � t �ft� r f i�t4`4�. Fk f"} i�• t 1r r 's ri .a f ti .2f_ s5�, ';+ Pq" a t f4y4 r t t 1.} "14• �' (7, { } � 7r r t j �3". S ri5 fir.: °r 1'q. �' $ J " �;+``�r�1 }1,��s �as� •r I I 1 1 � A �t'�A�i��t Sit• �•`'. i't?.:ir}.I��fP�r�{tp� ! cS ^, ..ri z + :{l .� t� f 1 if is r�i P s1..N x,,d.�°q1�(' f t ;+tyx, ,t1 p pf`vQ�'Yt irP ttyR sf s + t tt.: t Pot 4 I, s } , tit/ ,+:• y S"�r ~tir dr .fj5'� � r t :l..:t„`y 1, •i• `'' �;�'�`,; tl'4`'4'c�, s �;t'.-�a ¢'Y;��r :E4i'/xlt.;�I r+° t , z : � ,... t } 1��',rA� +.r+s?t ti�it++�sk�.1�R-� 1 ¢2�}f ` e C# 4 ara+,i ! a 4 v r:c. a AcrA Ft?eg'x Ati I Icy o { {rt f tail 3I M1''tr ff��. t{,izi3` +} A ,�,r t}x t t a� J M1e� i ate' k S »tssr�•�+k�%�.wZ �� , z'. .f. .�:.;, 1-'4s�,„ i�C 1, �!' JTYi';e� 3 y Q D l r= .r This Agreement,executed in duplicate as of the date shown below, by and between the undersigned j Agent (hereinafter called the "Agent") and the respective insurance companies designated below s (hereinafter jointly and severally called the "Company"). j WITNES$ETH, That: a I The Company hereby appoints the Agent as a representative of the Company, without exclusive r ?4 territorial rights;subject to restrictions placed upon the Agent by the laws of the state or states in which the Agent is authorized to write insurance,and further subject to the terms and conditions set forth herein. 'w . This agreement supersedes all previous agreements, whether oral or written, between the Company r and the Agent. u I ' Name of Agent J I NAUGHT-NAUGHT INSURANCE AGENCY, INC i Town and State of Agent JEFFERSON CITY, *10 American States Insurance U American States Preferred Company Insurance Company pa y American Economy I Insurance Company E3 American States Life ; Insurance Company ! American States Insurance t Company of Texas I � Date JANUARY 1, 1992 1 Signed: •-.�� For the Comparfy For the Agent > ' Title DIVISION VICE PRESIDENT Title 111 Ic S: 24-59110 #233 RON -- n `/�, Yfi r'+',,�s' 96e t,1;WZ'J"1 {fi!(i>f.u4iy};•�a: Y;; ,t ^�" """'�'�'�.wS's..�° {. + �, :3�iT t "`?°` ,4�"'i tK.�, °��9 t'+�� {��fi 5 ��'��i� •. i .t .+nit r A ,t , r Ifadptd+f,�„a,-,�.;•i�4,....__>,.,..{r�4r>agarwbeJ i++AMfSMl 1.tF.tRA'f�7,11,:`nS�@tSSti'.fp+take.+x�.,wk•.4x ru.li.:w.a,..._,�._.,.?_u_.....:.>jr;LTU.hvd`i.,ar.$.';.n,iii"e''"'�"''f J ',. ' ?�; I AUTHORITY OF THE AGENT granted authority: k;`::. The Agent is hereby y: ;N A. To solicit, receive, accept, bind,issue,countersign,or endorse insurance covering classes of risks for which a commission is specified in the current Commission Schedule unless limited by manual, letter of instruction, underwriting guide, or aft, 'Jt other written instructions. The Agent shall transmit copes of all evidence of insurance, applications, binders, copies of policies and endorsements issued, or otherwise notify the Company of all liability accepted not later than the second business day following inception of coverage. .. f: ; t B. To collect, receive, give receipt for, and transmit to the Company premiums on insurance accepted by the Company, unless otherwise specifically excepted herein. uf:a era Ig ' COMPENSATION OF THE AGENT ,fF s�, • ;tr The Agent shall be compensated out of premiums collected by commissions at such rates, terms and conditions as are set forth in the Commission Schedule subject to the following provisions: A. All premiums received shall be held by the Agent as trustee for the Company until delivered to it and the Agent shall not use or apply such funds contra to the instructions or without the consent of the Company, and an privilege x i;X.,4•i ' .{ PP Y contrary Y Y P 9 '�'%:t.•t,��r'eru%i'" of retaining commissions shall not be construed as changing that relationship. The Agent shall maintain a complete `F4 ? " record of transactions with the Company and with insureds, and the Company shall have access at all reasonable times to the Agent's books and records as to business placed With the Company by the Agent. �f:rix•3c• H. The Agent shall be liable and fully responsible for payment to the Company of earned premiums on all insurance placed by or through the Agent with the Company, including earned premiums on binders, whether or not such premiums {; are collected or collectible from the insureds; provided, however, that the Agent may be relieved of responsibility for any additional or renewal premiums for noncancelable bonds, or developed by audit on any policy subsequent to the termination of same, by waiving the commission thereon and sending such written notice to the Company within forty-five(45)days from the billing date of such additional or renewal premiums, and in such event the Company shall have the right to collect such premiums in any manner. C. The Agent shall refund ratably to the Company the commissions on cancelled insurance and on reductions in premiums at the same rate at which commissions were orginally allowed to the Agent. g D. The Agent shall remit in gross(without deduction of commissions)all premiums received on Direct Bill business unless otherwise specifically authorized by the Company. The Agent may deduct commissions on all other business placed with the Company. E. Itemized statements of money due shall by prepared monthly by the Company, or when mutually agreed, by the Agent; and-money due either party for net premiums or commissions shall be paid within forty-five (45) days from the close of the month for which such statement was prepared.Otherwise, such account shall be delinquent; provided, however, that,minor difference in accounting records or an honest difference of opinion shall not cause the account to be considered delinquent. The omission of any item(s) from a monthly statement shall not affect the responsibility of either party to collect all such amounts due from the other. F. Commissions are payable in consideration of the Agent's faithful performance of the duties and obligations set forth in this Agreement. Any moneys due the Agent may be applied at any time to and as an offset upon any deliquent account of the Agent to the Company. G. Any commissions payable after the death of the Agent shall be paid to the Agent's legal representative provided the account is not delinquent. r 7.10 A(5.91) Page t :I 4 -- --------- ,.•}^t;e 4 ) ti�•'tY,y�. hJ �� ✓ nss `` .' n .'.: t y1 '.J ! 74 t�t!��r.��'C r'C tyiyr�.5ft+i` G f'YJiY J 5f.i , f i' 1 s , s""'—e•-r t J (1 r !. t � C!f y lt��"�fi r�)) �t o 7x ran • t , t ' ! ) a �' � 1�+•rt, �t N a , ��y1>,'it1'4 f�1.,i y {e`� t��•„��. , iii ; �' rJ'alt'a�k t'� .1�ri'5��7�1�r C .`• kft�.. .poi ti- r $3a ?i ,lit tr c fkr i t tti :ls a M • i .'� .l,y.,tg,a{fit+ iJ� y',?ira�se P . tt i di R. r f tU i+a + i" t u J byyP,$'3•.i 5.� E sX Jt }.rit 1 ' +C.i' I ` �.• zS(tiF.t^a4fy o2 � �et F 3 {! ' ! et ; ,f t.�;?tF`7 .3 } • #Y 7<,t'4�{fr�lttyfa.l tY4 1�tkr.�j.Y. ;t LIFYt 4 tli+�2 V Y{ti+t'J4� t � '4 Ll1 t� �.T','iZ��V,!!Y i4s7Q��6 yid 1'vt.1,mo p1'"j�., Y rL )+.• f3 . 4y �i'^y,+,, r•��t,,�t•si.� a d n t'a �S z$Y h i"�'t V'c tJ'i °.e r +' sf.+•'sL�;^.tt�t;!}; r tt�a r x s t. t !' i.. S. Sl ,,, i� 4 �s'/' }�ar Rk•5�+�1r ts�tf. ��D.; !� + $ f�Y� �',;?'�+. it%} S f.[e t't May.tu'.�� } {5 cp r r hs t y 2 # t' t��7 S,s}+ht: s n.�+,•u5.t7;"f• '. aY, J < .� Fy f try 1. �7,fny'{f" ..... r ....' f .�f�aJ � 1 ar, t :� t, �a .n ''k„� rix..•, , rr , lip pr •� ®^�e �'e�q ' ,b�l,CH)HIL CER IFIC/'� Y ®�. �A�a�Yd►� Im�: W�.T 00069 I$SUE DATE.;(Mr AXVYY) .. 20 93 � "{ PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFO ION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED AGENCY DY THE s T=NAUGHT AGE POLICIES BELOW. BOX 1768 f FE�iSON CITY MO 65102 COMPANIES AFFORDING COVERAGE x COMPANY A American States Ins Co 2 LETTER COMPANY aY. INSURED LETTER Vk .a' . ple}C, . Inc. COMPANY C t. 1 Box 221— A LETTER r ti. inn, MO 65051 COMPANY ® LETTER I`Y U ;�.-..r.• COMPANY !� k LETTER ; �,' COVERAGES ` THIS IS E CNOTWIITHSTANDING ANY REQUIREM NT TERM LISTED N OF BEEN NTEDOTOOR OTHEfl DONAM EN°ABOVE FESPECTEPOLICY H TRHE3 j r F7�CL�31N9 AND CONDRIONa OF SUGERTAIN Tht�INSURANCE AFFORDED BYTHE POL C�IES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS H POLIdIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. - d iStg O POLICY NUMBER POLICY EFFECTIVE POLICY WIRA71ON ;Y TYPE OF INSURANCE uIaITD ATE (MM/DD/Y1y DATE (MM/DD/YY) :_. aENERALLIABILITY CD174708 3/23/93 3/23/94 2,060.00 OENERALAGGREGAIE 8 .` MMERCIAL GENERAL LIABILITY C D 5 12 3 0 6 1* 10/19/93 10/19/9 4 PRODUCTS-COMP/C, AGG. IL 2, 000,00 k=• >'• MS MADE occuR. _ *.` �] *$1 , 0 0 0 0 0 0 A e g a t e PERSONAL a Aov.I 11000,00 f gg INJURY m OWNER'S d 0ANTRACTOR'8 PROT. k $1 , 000 , 000 - Occ rrence EACH OCCURRENCE t 11000,00 FIRED (Any re) S 5 0 0 0 ,. DAMAGE one v,,•n. :,: . MEO.EXP -' (My one person) S TOMOBILE LIABILITY r= CC 4 9 4 2 6 31 3/23/93 03/23/94 COMBINED SINGLEfS;rQ , AUTO 11000, LIMIT p i0. w { '<' OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Pa person) S HIRED AIJTOS + BODILY INJURY :+ NON-OWNED AUTOS (Per accidenl) g d GARAGE LIABILITY PROPERTY DAMAGE /. EXCESS LIABILITY EACH OCCURRENCE p f.. ' ;F+ UMBRELLA FORM AGGREGATE p ROTHER THAN UMBRELLA FORM I 5 T W C6 67 $ 9 01 WORKER'S COgPENSATION 0 03/23/93 03/23/94 sTATUTORY uMrrs :;,• ;: ;.; AND EACH ACCIDENT 100,00 ,i ` EMPLOYERS'LIABILITY DISEASE-POLICY UMIT p 500,00 !; DISEASE-EACH EMPLOYEE S oTME13UILDERS RISK CD5123231 10/20/93 10/20/94 $10,000 $250 DEDUCTIBLE .\ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICL.ESISPECIAL ITEMO ;i 'COVERAGE CEASES WITH THE EXPIRATION OF POLICY OR POLICIES. " JOB: 93 MAJOR MAINTENANCE PROJECT PHASE I - JEFFERSON CITY, COLE COUNTY, }.;•, MISSOURI Named Insured: ity of Jefferson t CIat3TIFl T. FlQLDE�r. •: .CANCELLATIO[� SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TO CITY OF JEFFERSON MAIL-_DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE ` 320 E. MCCARTY ST. LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR JEFFERSON CITY MO 65101 LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. �.w. AUTHORI ESENTATIVE ,s AirORD. 8 CACORD CORPORATION if) a; Mtj.. {^N a;•+YYt;t;• J t. 3 r �.'., u ^x >;r•��1� 4�4A's4�rt ,..+�i y,s 't� .. ,� r �. .�}��t �.L.. }.. '� ��} � •)-f�� n �i`9GI ryt '�+t- T u 3kt' rf�".P i,, � t Tt + ; t N t ` '�' ,�t r4 '" .f1S �4r r'{. L skit ,�S r +�'K A C'�'��y ,•ty�!�`��`�'8ti, 1 t t r 1 t I r v }r i it r�" d }x � II} Z tt rt.�f;(7+f�-d`s"� >�� 1' f',�,• r A n v �,�A, s ..rt t + ,+�u s+. t. A r + 2 t t�,r:.��fl�'� ,� �( '!t 77 7 #lip.: ` .,.. � t rd u.^,#1' 1�u yS .ati l @'iy ` >w 3.•. {t�#.,= t,!rt Fw•NUFt ..�A1Ws ,,,t��lu�ji�'" !,��r,,". k' �rty +t.r. .�<. Fr { t�+ r`7"Jct i ee. t ,>• si" �� r r I } ay 2 a { x uir ,� Mr a.r;!i•t•kr..�a..af tFt r�L{ a �.: ,,. .j �fh x�;�,y t�,..F�t �� ,�{e';rx S� � } I J # 1rk) y#Ba,izt ys g t, , yy. � i a s r C.�Sr �zs}JJy4 �tti .# b {�L9 i+tL(�.r xt4/c i t� ��p ti•j �r # ,� ;'. $ip L i 3.� w'}y,•. 4 � �kL 4rtC' �G t�"w y a t =,5,. 4Tt'it.. 'r�. �.. 3., �.AL1n.; .p.r: t $r,� t`..fr.. :"•+�..,: «� tt:., k � r:, .v. `st "Y''�Ud �tv'JENT ac�l�orn This Agreement,executed in duplicate as of the date shown below,by and between the undersigned Agent (hereinafter called the "Agent") and the respective insurance companies designated below { (hereinafter jointly and severally called the "Company"). .r WITNESSETH, That: "ytJ The Company hereby appoints the Agent as a representative of the Company, without exclusive i � t >; territorial rights; subject to restrictions placed upon the Agent by the laws of the state or states in which , the Agent is authorized to write insurance,and further subject to the terms and conditions set forth herein. This agreement supersedes all previous agreements,whether oral or written, between the Company and the Agent. I , Name of Agent ti NAUGHT-NAUGHT INSURANCE AGENCY INC c•�i'4 I JEFFERSON CITY MO Town and State of Agent � American States Insurance American States Preferred 1 ; r '} 1 Company Insurance Company American Economy Insurance Company ❑ American States Life Insurance Company American States Insurance Company of Texas f � i �} JANUARY 1, 1992 Date r. �P Signed: For the Compa �Y, f r For the Agent > ' ! Title DIVISION VICE PRESIDENT Title �"n �� S; bd/'...?' I *� 24-59110 11233 7-103 ,5.91) i i- Y.l•�'p tF },,,,jj,,9- t C x )41.4' �' 7w 3.''th s��.>AT�1 t�;,_.i=t,��r• . "��) S 'fit. a.'r°iK r �ty„�•Yg(,r.g4a ",Y�+��+!t �'+lir�r ��} ( "s{i�j�r��,�c�'d•x'�t t�i.yr! i a� Tai q.t {i yl.it�,�+`t'�•• 1A h'$�'"1 Ii '1ii.1 1'rJ f)' "4u.. ed Y+*s a -7 Of AUTHORITY OF THE AGENT Th'o Agent is hereby granted authority: A. To solicit,' receive, accept, bind,issue,countersign,or endorse insurance covering classes of risks for which a commission is specified in the current Commission Schedule unless limited by manual, letter of instruction, underwriting guide, or other written instructions. The Agent shall transmit copies of all evidence of insurance, applications, binders, copies of policies and endorsements issued, or otherwise notify the Company of all liability accepted not later than the second business day following inception of coverage. S. To collect, receive, give receipt for, and transmit to the Company premiums on insurance accepted by the Company, unless otherwise specifically excepted herein. x. COMPENSATION OF THE AGENT The Agent shall be compensated out of premiums collected by commissions at such rates, terms and conditions as are set forth in the Commission Schedule subject to the following provisions: 40V `4 A. All premiums received shall be held by the Agent as trustee for the Company until delivered to it and the Agent shall not use or apply such funds contrary to the instructions or without the consent of the Company, and any privilege of retaining commissions shall not be construed as changing that relationship. The Agent shall maintain a complete record of transactions with the Company and with insureds, and the Company shall have access at all reasonable A times to the Agent's books and records as to business placed with the Company by the Agent. B The Agent shall be liable and fully responsible for payment to the Company of earned premiums on all insurance placed bt by or through the Agent with the Company, including earned premiums on binders, whether or not such premiums are collected or collectible from the insureds; provided, however, that the Agent may be relieved of responsibility for any additional or renewal premiums for noricancelable bonds, or developed by audit on any policy subsequent to the termination of same, by waiving the commission thereon and sending such written notice to the Company within forty-five(45)days from the billing date of such additional or renewal premiums, and in such event the Company shall have the right to collect such premiums in any manner. C. The Agent shall refund ratably to the Company the commissions on cancelled insurance and on reductions in premiums at the same rate at which commissions were orginally allowed to the Agent. ®. The Agent shall remit in gross(without deduction of commissions)all premiums received on Direct Bill business unless otherwise specifically authorized by the Company. The Agent may deduct commissions on all other business placed with the Company. E. Itemized statements of money due shall by prepared monthly by the Company, or when mutually agreed, by the Agent; and money due either party for net premiums or commissions shall be paid within forty-five(45) days from the close of the month for which such statement was prepared. Otherwise, such account shall be delinquent; provided, however, that minor difference in accounting records or an honest difference of opinion shall not cause the account to be considered delinquent. The omission of any item(s) from a monthly statement shall not affect the responsibility of either party to collect all such amounts due from the other. F. Commissions are payable in consideration of the Agent's faithful performance of the duties and obligations set forth in this Agreement. Any moneys due the Agent may be applied at any time to and as an offset upon any deliquent account of the Agent to the Company. G. Any commissions payable after the death of the Agent shall be paid to the Agent's legal representative provided the account is not delinquent. 7-103 A(5.91) Page I of 4 TT; A 0, 45, ,W r• ptit¢#•, r; `��a '.�'`n �S�i it 7' k-. � 'S 4 ,� A r $ Y. L � S;y s� ?a 1't liief '4 �vz nyt, A, 7;7 .{ 6 �y.J !p l` t� z. 1 4 5 3 + c .>$� :, 1 t i, e fai. Vvr.,'iAyt��5'.?• 18 }J ii' /i LT+ 57rna + t t 5t� .� 4} t ,z,> Al .r .•+� � {� ��k t t.r:�� i �.'..,.t,.s.., s..�;.>: . •..61J.,Fr r j` i,v: � �a lt..:Y.,ict�lh,°_,.ta.i>:lw.." BOND NO. S164916 PERFORMANCE, PAYMENT AND GUARANTEE BOND IV APLEX, INC. KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned '4 Route 1 , Box 221E, Linn, Missouri 65051 ;r. hereinafter, referred to as "Contractor" and EMPLOYERS MUTUAL CASUALTY COMPANY a Corporation organized under the Iowa and authorized to transact business in the r i& ! laws of the State of State of Missouri as Surety, are held and firmly bound unto the E OF CITY JEFFERSON, MISSOURI � hereinafter referred to as "Owner" Eighty Five Thousand, Seven Hundred � . in the penal sum of Thirteen and no/100-- - - - --- - - - ------ --- -- - DOLLARS .` ON 85 , 713. 00 ), lawful money of the United States of America for the payment of which sum, well and truly to be made, we bind ourselves and our heirs, executors, administrators, successors, and assigns, jointly and severally by these 5 ,yp,+ RA presents. LIB THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH THAT; 1-n4 1 9thday of October WHEREAS,the above bounded Contractor has on the 19 93 entered into a written contract with the aforesaid Owner for furnishing all materials, equipment, tools, superintendence, labor, and other facilities and accessories, 444 for the construction of certain improvements as designated, defined and described in the L:,, qr 40 said Contract and the Conditions thereof, and in accordance with the specifications an plans therefore; a copy of said Contract being attached hereto and made a part hereof: k > t, NOW THEREFORE, if the said Contractor shall and will, in all particulars, well, duly and faithfully observe, perform and abide by each and every covenant, condition, and part.of the said Contract, and the Conditions, Specifications, Plans, Prevailing Wage Law and other Contract Documents thereto attached or, by reference, made o part thereof, according to the true intent and meaning in each case, and if said contractor shall replace , ! n. all defective parts, material and workmanship for a period of one year after acceptance by the Owner, then this obligation shall be and become null and void; otherwise it shall ' remain In full force and effect. ,tr t }tr 1 '•�i;.,,r',Ch�.t.�h.+?4ks t ey rL ' r'' a v y z`fF��?L,l�''�r „<h� � ar.. k`��4,�,,�a>�` :�'1'�'°'•''t:��K.��}rt"�?3t�• t'•.��rt �.< ,tc '�� .�'v nt�%V r.7t �"ka•},• � ,�:j�',"'�t,, "t�+.R t Y' ,: # t t -.,� t,:' a c•`.s,:ri0ry�•i� '��`}�7'1� F � t,, x `' s t T Cr'�.'t'S`1*a r '� S tat P f. Y :'�T��i7 4}"7,d t�; rs f� �'! }k dr f' ?i�e �' s '•` t}v �, '�V' x } h a t x ?� + `+' t ',k �r a G ti",.f diy.7�j4h�' h # .p�`c t t Its Yr Sri t repo =i'�.t.,qa ' {b.+'F'! .-...:.'24 ` e_:'tae�� T,. 4'�adt�ltY•!.t . rraw,.a.a..., .. «,^,. .,.1,A+.*t+.@IDw .••itvsW 3' •. . PROVIDED FURTHER, that if the said Contractor fails to duly pay for any labor, :. ]0' materials, sustenances, provisions, provender, gasoline, lubricating oils,fuel oils,greases, i coal repairs, equipment and tools consumed or used In said work, groceries and foodstuffs, and all insurance premiums, compensation liability, and otherwise, or any other supplies or materials used or consumed by such Contractor or his, their, or its r, subcontractors In performance of the work contracted to be done, the Surety will pay the same in any amount not exceeding the amount of this Obligation, together with interest ' as provided by law: Y PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract, or the work to be performed thereunder, or the specifications accompanying the same, shall in any wise affect its obligation on this bond and it does hereby waive notice of any change, extension of time, alteration, or addition. to the terms of the contract, or to the work, or to the specifications: »a PROVIDED FURTHER, that if the said Contractor fails to pay the prevailing hourly rate of wages, as shown in the attached schedule, to any workman engaged in the construction of the improvements as designated, defined and described in the said , . contract, specifications and conditions thereof, the Surety will pay the deficiency and any tt t• penalty provided for by law which the contractor incurs by reason of (hisJits) act or �t x. omission, in any amount not exceeding the amount of this obligation together with interest .t."' as provided by law: IN TESTIMONY WHEREOF, the said Contractor has hereunto set his hand, and the said 4 Surety has caused these presents to be executed in its name, and its corporate seal to be hereunto affixed, by it attorney-in-fact duly authorized thereunto so to do, at Jefferson City, Missouri tt: K on this the 19th day of_ October 19 93 r,MPL M UAL CASUALTY CO. APLEX, INC. COMP CONT41ACIFO (SEAL) B BY (SEAL) >.; BY Thomas S. Naught (SEAL) BY la (SEAL) t ' Attorney-in-fact (State Re resentative) Dee i ear/ (Accompany this bond with Attorney-in-fact's authority from the Surety Company certified ' to include the date of the bond. �.a •Y. �9 ^�} j,1 t,,>• t r �t1.�tti�.JX ''�` T s ,� w .,, Fq '9'} ��f.. },;. jv! � �ita� �2F, �r.�, �'� �s� �e\��.;yr��+"�!��''�.��` t xt"'tr+ � t`t'k t�3' ,.t r,!R'r�?I '�}{l 'ts� Y�F��'".,tsw#f`f�J`y�•� t ' r�� •� �,<I + a,+L M F t k �t a' hk"x}� wit 4i '�'1{ kf,�k�,kl}�!}+ >t r A( "S'p'y � �'�i? a. p ;tiIT {rr` KAN J �tx' .}° �, ,;l'�6,.,p ft •,�.ls ,� 'ham '!�• w?:xC , }� i.t+�IV,.+ � i! stt�1'� L Fc.'�i�m; �i••r s r r t'( •5 t,$T 'G b ` th r�t4 ti .� ti'3 L t 3 "'R No l r. �}r �12.! 1 � .,r�� Mp�� YCd, '` r ,� � »# a..• �, ti+i �.tc y F rid'' �yLj°, tti fr, �F+' �;.z".. R t kj :;y,tr��re 1'� a5. -•^-tam......,-..... ,.__.__..�.�.,•---�---•--+-' ----,•_.��--mr--^w.�-. +r- --•--••-----•..•:— i EMC Insurance Companies P.O. Box 712 • Des Moines, Iowa 50303 ' v 0. 15'1 3 4 3 �ir'i 4 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY-IN-FACT ` DNOW ALL MEN BY THESE PRESENTS, that: Employers Mutual Casualty Company, an Iowa Corporation 4. Illinois Emcasco Insurance Company, an Illinois Corporation c3.:,.•.;,<. i Emcasco Insurance Company, an Iowa Corporation 5, Dakota Fire Insurance Company, a North Dakota Corporation 3. Union Mutual Insurance Company of Providence, 6. American Liberty Insurance Company,an Alabama Corporation �{ a Rhode Island Company hereinafter referred to severally as "Company" and collectively as "Companies", each does, by these presents, make, constitute and appoint: 'Lamm S. NAUGrIT, HARRY NAUGHT, I3I;;I, R. BUCHANAN, DOROTHY BAKER, INDIVIDUALLY,= -- JEFFERSON CITY, MISSOURI------------------------------------------------------- its true and lawful attorney-in-fact,with full power and authority conferred to sign,seal,and execute its lawful bonds,undertakings,and other obligatory instruments of a similar nature as follows: IN AN AMOUNT NOT EXCEEDING FIVE HUNDRED THOUSAND DOLLARS------------------($500,000.00) and to bind each Company thereby as fully and to the same extent as if such instruments were signed b the dui authorized officers of each such Company, and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. April 1, 1996 ` The authority hereby granted shall expire_ unless sooner revoked. : : a „ 4 AUTHORITY FOR POWER OF ATTORNEY This Power Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at the second regularly scheduled meeting of each company duly called and held in 1990. RESOLVED:The Chairman of the Board of Directors,the President,any Vice President,the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to(1)appoint attorneys-in-fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof, and(2)to remove any such attorney-in-fact at any time and revoke the power and authority given to him.Attorneys,-in-fact shall have power and authority,: to the termt and limitations of the power of attorney issued to them,to execute and deliver on behalf of;the Company and attach the,seal:of:ttte;Cornpany thereto;;bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof,': aril any such.instrument executed by any such attorney shall be fully and in all respects binding upon the Company.Certification as to the validity of any power of attorney.authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in alC:respects binding upon this company•The facsimile or mechanically reproduced signature of such officer,whether made heretofore or hereafter,wherever appearing pan a certified copy of any power-of-attorney of the Company,shall be valid and binding upon the Company with the same force and affect as though nually affixed. �{4`C3 flfl.H. WITNESS WHEREOF, The Companies have caused these presents to be si or each by their officers as shown, and the Corporate seals _, Y r:f.f:�'+'x• l to be hereto affixed this 16th day of March 93 ; � Robb B. Kelley, Cha man Philip:T. V561keridn., Secretary of:Companies 1, 2, 5, 8 6 of Companies 1, 2,;3, 5, As 'stant Secretary of C moony 4. �; x•; ,,,••n n,N,, rtnnn„p, ,••.,nn,,, \R0 ce '.,� �.• SY INS��''-, � .`�C1S�,�I�n�,,,Cp ,�rVQ•.urr,,99 ' �r.G . �'V ^ � �4 T on,,,-,�'�� =`pPPORq`,'o�% _�v�2`ORPOR4l�,?m% Bruce G. Kelley, C airman Donald L. Coughe er, H 1863 - _ a_ _ . SEAL = _= - 1953 ;°= of Company 4 Assistant Secretary o Company,6 -° b� ;�: =d- 3; 16th March 93 2 a R.I. a %, a: On this day of AD 1 r before ' �fw me a Notary Public in and for Polk County,lows personally appeared Robb . �!*ri`'N01,*,� 4�Nn �1` ,�� i,�,,,Uruinx�.x.�•. r r r.. �4xrt�'a:,yi+>1 Kelley,Philip.T.Van Ekeren,Bruce G,Kelley,and Dorald L Coughennower who ,•I,if�ip,i, Nunp ,Unr„ being by me duly sworn,did say that they are,and are known to,rneto be.the r SURA'N ,.`` SUR \3 A Chairman and Assistant Secretary,respectively,of each of The CorY►paniesabove; � K,' y°,`�P11 4 - �•�VORgl' 0^ :�� `oQP0Rq�Cq��'i said instrument signed and Baled on behalf of each elf The corporation ompanies by Ci Pon ,O ' . Q�•� 'tbC .¢;o �- :°:c F :� . gam.....;E - - -o: _ _ :a: K_ authority of their respective Boards of Directors;and that the said Robb B.Kelle , 'r SEAL =2= =x: SEAL = SEAL yY ,.i ' :y < :s, _; Phillip T.Van Ekeren,Bruce G.Kelley,and Donald L.Coughennower acknowledge �,%r,, ,,•'� c :o <c % o''. °' the execution of said instrument to be the voluntary act and deed of each of The 'hn„,P`p• ,"••�R1R oPKO� .•'� '. �OINES�OV`��.• Companies. x„! <t•Pf �, / .• i "''��!./``� '''��'`'� '''�•�•�1•``. My Commission Expires August 2 1995. .0 MM KAUBARICH B .ih� �lIIbIMS M EXPIRES Notary Pub11 '�o.a• 8-28-95 _ CERTIFICATE I, David L"Hixenbaugh of the Employers Mutual Casualty Company, do hereby certify that the foregoing resolution of the Boards of Directors1;ui;� 'f ach of The Companies,and this Power of Attorney issued pursuant thereto on March 16, 1993 n behalf of .": Thanas'S. Naught, Harry Naught, Bill R. Buchanan, Dorothy Baker fx. are true and correct and are still in full force and effect. 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' CIA COMPANY BINDER NO. aught-Naught Insurance Agency American States Ins . +p" P.O. Box 1 768 EFFECTIVE EXPIRATION GATE TIME DATE TIME k' Jefferson City, MO 65102 X AM X 12.01 AM 10/19/93 12 : 01 PM 10/19/94 NOON . THIS BINDER IS ISSUED TO EXTEND COVERAGE IN THE ABOVE NAMED 4 �'. CODE SUB CODE COMPANY PER EXPIRING POLICY NO: ^ { , a1} DESCRIPTION OF OPERATIONS/VEHICLESIPROPERTY(Including Location) INSURED . City of Jefferson Owners and Contractors Protective 320 E. McCart y St. 93 Major Maintenance Project rt Jefferson City, MO 65101 PhaseI - Jefferson City MO 1: Job with Aplex, Inc COVERAGES LIMITS ; TYPE OF INSURANCE COVERAGE/FORM9 AMOUNT DEDUCTIBLE COINSUR. PROPERTY I k' CAUSES OF LOSS � ' BASIC BROAD SPEC.' SPEC.f Ll- t GENERAL LIABILITY GENERAL AGGREGATE S . 1 ,000 000 y COMMERCIAL GENERAL LIABILITY PRODUCTS—COMP/OP AGO. S CLAIMS MADE I OCCURI Owners Contractors Protective PERSONAL&ADV.IMIURY S ' -0- OWNER'S 6 CONTRACTOR'S PROT. EACH OCCURRENCE 1,000 ,000 FIRE DAMAGE(Any one lire) S —0— F,. RETRO DATE FOR CLAIMS MADE: MED.EXPENSE(Arty one person) $ ' AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per person) $ ; r' ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ g.. HIRED AUTOS MEDICAL PAYMENTS S NON-OWNED AUTOS PERSONAL INJURY PROT. $ €' GARAGE LIABILITY UNINSURED MOTORIST $ r; r i sS } AUTO PHYSICAL DAMAGE DEDUCTIBLE ALL VEHICLES SCHEDULED VEHICLES ACTUAL CASH VALUE ` COLLISION: STATED AMOUNT - S k ' OTHER THAN COL- OTHER tJ(CESS LIABILITY EACH OCCURRENCE S ;FE; UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM RETRO DATE FOR CLAIMS MADE: SELF-INSURED RETENTION S STATUTORY LIMITS WORKER'S COMPENSATION EACH ACCIDENT $ AND EMPLOYER'S LIABILITY DISEASE-POLICY LIMIT S DISEASE-EACH EMPLOYEE $ SPECIAL CONDITIONSIOTHER COVERAGES Amount of contract: $85)1713 - A lex Inc. ' Y v9.! t:'I W E&ADDRESS 10 MORTGAGEE ADDITIONAL INSURED t-: i LOSS PAYEE e Y LOAN I AUTHORIZED REPRESENTATIVE rr z: T n s S. Naught ACORD 76-S(7/90) _. w_ 1, ._._.. CACORD RATV--` 77�1�,�,•n4f 1 k '•�, F 2 �ifi��rtl+ i ri a 7 Or b.Y,x1� � ,4 ",----.:,*� " P c t✓ � a�� t y e.ar t�rY �� " S rz �h 4; 7 �y{ z .'R" �� S }}44G ;t Cl.r +if( Jr l�l l5,� 11�4t tai ; 1 ti k Y�f?� Y•rr �r'i . jrt}r I~ i >t�','u' 9'• r s C c '4 •S '' i 72 crtjjryC ter d f'l tr r n• fxfiv '%SS 7 } v4 .� �j,,,�i :k S��'l �tk.{ty r��7 s,�r�S�tiet,(7 p {ft£f ,��.:�tf��i$•�j r^t� ,� z•;y. 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'i I #I I t S', t 4# k: t r } r,,� # e• ',`: F p; u J r!1j,, fy ,� yy I S { 3 ' 4 + r. 3i •,,:t;I i"'t�r!r .4,�"'+,"„[,•!i:� ��y .�,,�p.. :t�"y ,'^1i �" 91f�`t`r''}1°..»",ykS f ,tkq t .]ft4+; Lr ttslt { a �, ! � t.�;i!}" 3 t §�.f � ,.},.x!+'�V+.p .•7.Yt' A+1" iii '.'i( T<. i v1 + n 5 an sS i� r :#" .I�1 '•da•.?/`:S{idt.it,:l.y,tc tNfi:,1. st ;n }I.r .��t I�.�,�.,�;t'. ��'it yS?' �rr�S�,' 3'�- ,��+,�} �� •f4,.;.r.,;,N'•,� /a•i ,.t.:r .r. tt . t ! r?� r a r-'v 1 4 t ,.a .4• Y`° .. 'E� a/ -+ i} C- &`Ek �.., A 'F! t .:rF t . �taS CIS.� ?1 t�ti.,?t`tiN*kS'3'��I�i '#�' G r'rrF• t. r `�t!? t {, �`:f Jl'+ s rl � �. ri •�Yr lr t` �' �•-+ - � ` , �i 'q�+�ta' S� 7 It r r�, NMI'A o4 .v"f t valk e c ADDENDUM NUMBER 1 '{ NCE PROJECT PHASE I 1993 MAJOR MAINTENANCE SEPTEMBER 16, 1993 1. Please find enclosed a sketch depicting the required work at the Bus Station at 620 West ` McCarty Street, Item H of revised BID FORM (9-15-93). {i 2. Please find enclosed a revised bid form dated 9-15-93. USE THIS FORK! TO SUBMIT :+ YOUR BID. ' 3. Add to the Special Provisions the following: a) P-28 ORDER OF WQRK ^�# . The contractor shall schedule the work in a manner such that the projects are completed w: in the following order: 1) Brookdale Drive �. 2) Utility services at Hyde Park Road Training Site 3) Remainder of projects as specified in required schedule to be submitted by 1 contractor. See SP-7 PROJECT COORDINATION for reference. b) SP-27 DISINFECTION AND TESTING OF WATER MAIN Article 2.7 Disinfection and Testing shall be amended as follows: ti 1) Upon completion of the installation of the water main, the Jefferson City Fire i Department will provide for the filling of the newly installed piping with potable i > water for the purpose of testing and initial disinfection. A 48 hour notice shall be >> given to the Fire Department to schedule the filling of the water main. Contact ,r. Chief Rennick or Wayne Hammann at 634-6401 to make arrangements. �} 2) During filling operations, the contractor shall provide sufficient chlorine solution or other,acceptable means to dose and provide a residual chlorine concentration of 50 mg/I In the fully filled piping system. 3) Hydrostatic testing shall be conducted in accordance with Article 2.713 of the j "Construction and Material Specifications for Waterlines". 4) The water main system shall remain filled upon completion of testing. DO NOT PURGE MAIN OF CHLORINATED WATER. Y, 4. Please find enclosed a sketch depicting the location of a fifteen (15) foot wide temporary construction easement obtained for the construction of the "Brookdale Storm Water a, Project. Ref: Plan Sheet 1 of 5. This easement was not shown on the plan sheet. t 5. The cover sheet of the plans is hereby revised to change the label on project "H" to "i" and add the project at 620 West McCarty Street as project "H". The Bidder shall make this change on his set of plans. F 4`t '�1°` (I" N��µ��.�i� irv'S•�t $' i �,},'} y p�t''�74e�� .t y t� S rs,3 r,tY 1 fi''ftS ! � ,x .; t ..� � :• 1 : ;. -..,�` . x. L �'p? ;4 Y �p•y�f-.>'3�y� wwINrtMM+.wfM1%Y�' " ,.._.:...r.�w'+++M'+n,Sh MHwk•iwr?w+M MlnYrn�M�.'......� .....�..�.w..•�� ' t, to 1 11 044 Ll • e Slope , ,are.; .�x� 4;ru� Walk _ ... .. . ,®o ,9 EAKIn FL0 5. � �_ • r ova± ��n. 6 �4! Ye' xi�T -r 120 0 �i=T, t>iwam �N } t�S— ;> � di, 1' Ciao we INS 4ry fi o ri S 4T'L.-c4- Q J1�11 Y t. P .k TT !)tCr h ""TR( '��k.#f {J' {y,�.^ay �t E ,7 ra s� � ,�f f,�`•a {fi r' tip S"p� �` ,Ti s f. '� tCi t V. shx �.• r7 4� t 3 S _ , ..?�i I 'Y r ' ,.i"•? ,�`r�'�'�t'if�'�w�'i �.� s 'i)t h 'YI�N .: t r ..t _. 1, t ' 1 J ' f 1 yA = �`�t��y ..� + �• � f��-sx��i�(�•)� t`y'�s'� Der.r JY x'}.},fi!x� il} �i ,� r ';. { ,r :'sr r { y,,4 tc� �:.3 r;, �� 7 w• '?1 ySr1 tai�'4.s.f t1 �,t1t F } 7 1i ' i S t 'I.t 9L .�(A-.�.t� :�' S i.�. = .�"t` n 11 I i�{I}��t� t+,. { 2 *Y ! ��;.t. � 1 .. .r. f ,.t i 7 t { L , 1 .'1,{ ylf �/t:u + f�s-�.��{,tf" t• 3 k`;t '': :,�� '}�. 1d v;"t t +'u:' `•� .. t i t x =Q;d' tYra�1�44 �' � , � + ri'�+�y� t ��! �^ —r;"""q. t._,...41 w.r,,+ r<x{x= } tt ? ', t'.,: �. e d� +< i .: r�'I rc .. l i rR,,,,�3trn`7 .�v� i yy,; r• a+°' i y� {tr.d CITY OF JEFFERSON 1993 MAJOR MAINTENANCE, PHASE r } ***REVISED ITEMIZED BID FORM*** . . ., PAGE 1 ITEM APPROX. UNIT NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT A. BROOKDALE DRIVE 1.0 REMOVALS & DEMOLITION LS --- ___ l :gy 2.0 GRADING & EXCAVATION LS "r 3.0 3 1 X 3 1 JUNCTION BOX, IN PLACE EACH 1 Y � t' n, 4.0 4' X 4' JUNCTION BOX, IN PLACE EACH 1 �f 5.0 30"CSP OR 30"RCP, IN PLACE LF 104 Ifs , 6.0 RIP RAP WITH GROUT SY 125 MIN. THICKNESS) 7.0 TRENCH ROCK EXCAVATION CY 5 8.0 BLUEGRASS SOD SY 100 `# 9.0 SEEDING A ND MULCHING LS --- ___ i SUB—TOTAL BROOKDALE DRIVE GEORGETOWN DRIVE INLET, IN PLACE LS _-- LINCOLN DRIVE INLET MODIFICATION LS --- D. WOODCLIFT DRIVE INLET MODIFICATION LS --- AIFVIEW DRIVE INLET MODIFICATION LS --- ___ t HOUGH STREET INLET MODIFICATION LS --- ___ IRSHLEY STREET DRIVE APPROACH LS --- SIDEWALK RAMP @ 620 W. MCCARTY LS w --- {y Q ti .... _ _ • JIIM'�..��,A...___ _.___.. 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S' JUNCTION iOX. r•+ :Jr tr1?F:P(ACE F'(ItTIOff O F 1i`)A!' t E 'A'ALL. 1 1 S P. OR R.C.P, r {; Nrvl: r �A ;I'91_ oUF DRAIN INTO roF, OF I A :RE'S (PIPE) d=v�e....°. ' •tt :E ,•''.u,`ilI( I.tj GF CONCRETE DITUH \ )h, I IN S(REAM. - I I \STA_0±00 .L �. Y X 4 JUNCTION 6UX. -_ _ _ IP-- - -- -- ---- __ y OF ,0.. C°.P, OR w�CP7 —r. 1'"T-�-I .F. IN 10000.00 1 1 p' IOZ •�' � --4. RnDf. SF OFE iO tE 10000.00 I +',.� A MATCH EXISFING, AS SHOWN I i'.t ,� 1 ,��w = t 3 7 ACRES (PIPE) T �ni)U Ff.D f21P-Rqp AS SHOWN rtrr`I, r7![ rt,>„,�,tIM ROCK THICKMESS) •' 1 ��< .� , h Wy w a '.. JOHN I S j•' ,Ci 0 I STA. 0+45 (if MEYER L.Ir r 1 II ` 1 •� 3 It1 3 D 0 91 PEN a j it i I STA. 1+19 — — I Soo .r to 1 i s I C\ ` REQUIRED ' ` ,) 1 R.R. TIE L. WALL TV INLET coNC. \ `°� STA. 1+E ��tJLWR; XI CON c 00 C.C. 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' 4'w ii t.,t, °ti � � T /Rte tr F SY'wfG ei `kr/ .,r sr�'"A.' a e •� a,•i 4i. S4' r. �,, q,,,.. , i ,.i, 1��° �, :?5 ,.ta'`tS:,+!4':x'�.' '.�d'. ,�b A{`t•.X. .esr3� ,i.��grA r,p•�"' .r�S�r..�v '3 `'}P,'�L,,,'I '�w, �1iit.�` -41'� /7 r ,st r v sif ¢� • t 'Gvf"." t ,.All r 1 ..{ � a rd9 .s asi•.• ` Ft .3'p:y, .ri rt n' :,.'t1•+' y't. 44�ifA � �,c, Ar t . <5t 1`•l${ + i� 1 > �s J5 i,v r �� '` �a s / r`' }L��7 '`35_"i.}� z��r 1,,.1;! �111� 0 r . t J 1 2 li Louise Gardner Jeff MAYOR 320 E. McCarty St. �� 314-634-63Q Jefferson City,Missouri 65101 ADVERTISEMENT FOR SIDS Sealed bids will be received at the office of the Purchasing Agent, 320 East McCarty Street, Jefferson City, Missouri 65101, until 1:30 p.m., on Tuesday, September 21, 1993. The bids will be opened and read aloud in the Council Chambers at 1:30 p.m. on that same day. ;. The 1993 Major Maintenance Project, Phase I consists of the replacement of a concrete Swale with approximately 100 feet of 30" reinforced concrete or corrugated steel pipe, construction of 2 inlets/junction boxes, stabilization of a ditch with grouted rip-rap, and other necessary appurtenances near 208 Srookdale Drive, construction of a drive k {� approach at 206 East Ashley Street, construction of inlets at several locations, replacement of sidewalk and a wheelchair ramp at 620 Vilest McCarty Street, and '} ��7 installation of utility services at the Hyde Park Road Training Facility. A prebid conference will be held at 11:00 a.m., Wednesday, September 15, 1993 in the > f upper level conference room of the John G. Christy Municipal Building, 320 East McCarty Street, Jefferson City, Missouri 65101. All prospective bidders are urged to attend. Copies of the contract documents required for bidding purposes may be obtained from ' the Director of Public Works, 320 East McCarty Street, Jefferson City, Missouri. A non- refundable deposit of twenty-five dollars ($25.00) will be required for each set of plans ' and specifications. Single sheets of plans may be obtained for Three Dollars ($3.00) per �r sheet. The City reserves the right to reject any and all bids and to waive informalities therein, ' to determine which is the lowest and best bid and to approve the bond. CITY OF JEFFERSON AzC 4,1 1 James Hartley Y Purchasing Agent iFyl kt�r �rJ �..r..�+�..-�'E"T x F. a ti �}(S E,.,.�' �+'w>'.w a �r}ti till � •.vl''iY ,t t' r t v�,t"l.c� '`2's. i� s vty3r r �Y h v��t�r(. �.F: i xu ' � 'p+ �: Un k��j}F r;l�,ri��•t'tY�' r•��'�Y'y2 �� •s.h"<ar�rdtt`� +}�t ('�1�i r Y r �� '•' �,��'Y r�g_,��f r� ��,��y z�;t,�j�x��r�`��,�'��'.Z��e r�J �y I i � I I I 1 v Gl t "1�i ��Y.din' �tn^!" 4"t 6 g t- t{,•ac}f•+,1 1i ` St a �'�• �� fi �7''• �C r I' v � X� lrk�.i�i t iY�'vrC' 't,� '� .- v .�;.�+ �� „. �6 4x J4��lti,�t�'rr >& i ✓i t ?"i.'..5j�!.,t{�f.., r. t�'r.f�t_}j ti.1,,T�.tiijl'�r.�J 1Ca t � �t +�ryYr��t 3nyq$rj 4 Rt.� tvtyd �M�ry �. k� �a 1 .Ml� r .}�sray.} ,}; '{YFl s•^,�+tft •�t 7 1.�: f 4 tF.{' tr'6 �'„t r , 1 tti�St{�1Y�Sr�1V,�Cr •7t a�Z 'r��ry5, 1 s,�.�� r f�"'�t:K��3"+..r� Yi,V Yn.��+ `��w F1 f� s.� 7v�id�ti�� JE� � r s rt• r >f}''' i'iiFi�"+ l pS f}]�`,it`t`V.1 '� :+'; .t`Y''ti 4�•t w f x,•y.�;.i..,,,,..5 , KS { {lY"• '1 /, L � i-v�5:•k.�'.�»r,:,.`.` j .r s i e P4kJ+tre.�, . ny i5r bNOTICE TO BIDDERS i ' Sealed bids will be received at the Office of the Purchasing Agent, City Hall, 320 East McCarty Street, Jefferson City, Missouri, until 1:30 p.m. on Tuesday, September 21, 1993. The bids will be opened and read aloud in the Council Chambers at 1:30 p.m. on y. that same day. The 1993 Major Maintenance Project, Phase I consists of the replacement of a concrete Swale with approximately 100 feet of 30" reinforced concrete or corrugated steel pipe, construction of 2 Inlets/junction boxes, stabilization of a ditch with grouted rip-rap, and other necessary appurtenances near 206 Brookdale Drive, construction of a drive approach at 206 East Ashley Street, construction of inlets at several locations, replacement of sidewalk and a wheelchair ramp at 620 West McCarty Street, and installation of utility services at the Hyde Park Road Training Facility. A rebid conference will be held at 11:00 a.m., Wednesday, September 15, 1993 in the P Y S , 4` upper level conference room of the John G. Christy Municipal Building, 320 East McCarty -Y Street, Jefferson City, Missouri 65101. All prospective bidders are urged to attend.. fr`J �fr h All equipment, material, and workmanship must be in accordance with the plans, specifications, and contract documents on file with the Director of Public Works, Jefferson City, Missouri. 4''`dry .f�•N��*• ' i Copies of the contract documents required for bidding purposes may be obtained from the Director of Public Works, 320 East McCarty Street, Jefferson City, Missouri. A non- `j: refundable deposit of twenty-five dollars ($25.00) will be required for each set of plans and specifications. Single sheets of plans may be obtained for Three Dollars ($3.00) per ix•; ;.s sheet. f A certified check on a solvent bank or a bid bond b a satisfactory sure in an amount ` equal to five (5) percent of the total amount of the by must accompany each proposal. ». .; sx, A one-year Performance and Guarantee Bond is required. ,;. The owner reserves the right to reject any or all bids and to waive informalities therein to determine which is the lowest and best bid and to approve the bond. PP CITY OF JEFFERSON, MISSOURI 4; Martin A. Brose, PE Acting Director of Public Works iN f rrrt a t # t . �fft�•Y4v� "'"lz'?"' St}7 t i�m:+.a./ t�FS{ i ly h. �}�.+r 1f .��r��tl�'y�'n"4�j��"' �fa�t` �ftry 'y{ flixt{ t ,n ,Yr s1+ �r.tr i 1 i� yy�k 1 sp • P � �q' r gf �`��t�r� .kr t° yt� � �trsF r '� �•� ��• le r1, s)E'�� 1� + :• r � : i �1 t• ,? ruf � i t �� .t4 'E7It.�'S +Gd�k,P.t{1 rp•+s, ii '1; i7s` � fk+ � �sir ro � �^r3 s• �'F'. >7 1 +fil 3F fx S i gy a 'fist '{a. t'9r�;wPr f•b'x n m: t, Si y i 1 ,� s + ;� pr f2 •.ir t !. n r 9 a:+ �� + . � 4 �`f 31 ? )a r , Rl 2 'r: �n Y INFORMATION FOR BIDDERS 16-1 SCOPE OF WORK The work to be done under this contract includes the furnishing of all technical personnel labor, materials, and equipment required to perform the 1993 Major Maintenance Project, Phase I In accordance with the plans and specifications on file with the Department of Public Works. 'F 111-2 INSPECTION OF PLANS SPECIFICATIONS AND SITE OF WORK Y, The bidder Is required to examine carefully the site of the proposed work, the bid lane specifications, supplemental specifications, special provisions, and contract documents before submitting a bid. ' 10-3 INTERPRETATION OF CONTRACT DOCUMENTS If the bidder has an ' 4 y questions which arise concerning the true meaning or Intent of the Plans, Specifications or any part thereof, which affect the cost, w quality, quantity, or character of the project, he shall request in writing that an interpretation be made and an <f addendum be issued by the City, which shall then be delivered to all bidders to whom Plans and Specifications have been issued. Failure to have requested an addendum �'�� '�• covering YJr 9 an y questions affecting the interpretation of the Plans and Specifications shall ' not relieve the Contractor from delivering the completed project in accordance with the intent of the Plans and Specifications to provide a workable project. 1� QUALIFICATIONS OF BIDDERS �., ERS The City of Jefferson may make such investigations as deemed necessary to determine the ability of the bidder to perform the work and the bidder shall furnish to the City all i1fP;l such information and data for this purpose as the City may request. The City reserves the right to reject any bid if the evidence submitted by the bidder or Investigation of such .� bidder fails to satisfy the City that such bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated therein. 15-5 EQUIVALENT MATERIAL :. Wherever definite reference is made in these Specifications to the use of an articular material or equipment, it is to be understood that any equivalent material or equipment . may be used which will perform adequately the duties Imposed by the eneral design, subject to the approval of the City. g a� r 3r ,�, ��,,.•, v;4'' :ly� KS'%y�a. it•.'C+"p�''Q3Q}:'i''„,y s^�y` FG fit; t�' 1 -a JA a r vv it n t e .,r'e:.i s - '�° y ,f'{ < ,,•t "l 3'., �!1.I, ,fit t J. ;qt:, �s. . .; S .. }r- `,. . +kv;r"•t t;�;�� y '� i Y "'°L•S:i;iti3ra�,�•» ,t+•, a. } S��'Wz}9 3{ 1� dgM1 t r .'�, ,s yv s s i f v i� ,.� i t2 �. d I rift.{...l � '` I I i^i I i a` I (n•'"�`k'=:g1� + ,r. '^A*s.l`z:e qd y'i '�,t a,.�E �� it s:a vt ..F 7�{> ��t` ��It} .. ' � 2 j;,FiR 3a'�'*' v!4��a zk� -�4"�-"i}�''•�5�. : �' '� is , +` ,, t a t7j, ..i;5. k : x#;Tn 4 � �} �t11tY t i,4t rh�;r;�Ti•�tu4i�' .l •t a t",,,� .,.T= , u t§�� ,p+', i;+.r l4 .6 a� �'1' M ? r'; ;'�'i tfi' Tr" i Y{'Lv a A•eyya f9 :uy;3 t"M'13. .}` ,w'vr �eJ' 1 y _� ! :Lg� i�' ty j�j �n °R ti l•,r t!! Y -.ya y L.•i .1 M..c ici•U::p:i.r 11Ji3'.:5;;•:iwt:S'Y.tirt�AY1G..�iw.fc' J, 3 ti4ai n IB-S BID SECURITY fy Each bid must be accompanied by a certified check or bid bond made b able to the City 4„ P Y . � fin of Jefferson for five percent (6%) of the amount of the bid. Bid securities will be returned after award of the contract except to the successful bidder. }' 37 Should the successful bidder fail or refuse to execute the bond and the contract required within seven (7) days after he has received notice of acceptance of his bid, he shall forfeit to the City as liquidated damages for such failure or refusal, the security deposited with his bid. + B-? PREPARATION OF BIDS .� Bid must be made upon prescribed forms attached in these Contract Documents. Only sealed bids will be considered, all bids otherwise submitted will be rejected as irregular. All sales taxes which might lawfully be assessed against the City are to be paid by the Contractor from the monies obtained in satisfaction of his Contract, 1t being understood �. I by the bidder that the bid prices submitted shall include the cost of such taxes. .,.; All blank spaces In the bid must be filled In and no change shall be made in the phraseology of the bid, or addition to the items mentioned therein. An conditions limitations or provisions attached to bids will render them informal and may be considered cause for their re jection. Extensions of quantities and unit prices shall be carried out to the penny. P y s, PRICES 1 07 The price submitted for each item of the work shall include all costs of whatever nature Involved in its construction, complete in place, as described bed in the Plans and xn I113-41 APPROXIMATE 0 ANTMES r In cases where any part or all of the bidding is to be received on a unit price basis, the quantities stated in the bid will not be used ed in establishing final payment due the successful Contractor. The quantities stated on which unit prices are so invited are approximate only and each bidder shall make his own quantities required on each item stimate from the plans of the m and calculate his unit,price bid for each item accordingly. Bids will be compared on the basis of number of units stated in the bid. Such estimat quantities, while made from the best information available, are approximate Payment of the Contract will be based on actual number of units installe n the complete t work. t ar t '."``R"�'j'^ "'1r',, 5-T'"^,—.r+"^^'s`" 7 '('r"Y', , !',`•^ter. �•�-�!,-�'��xi. =t''4'r tl ;'ll�.}IU t' r�rtlt��tyt•EH.tx.4l � }¢.. Yt ,.Y � � it rt:t � ..at r � a i airx i a4r �5, t� . ! �)a�.r7 u5�tk'�?4 w' :vz1a Nrppy+:��xo'S�,�1i r .�£orts"k•�-t,kss n� �S: r 3 t �.xy , r,�'�t, ,a t., 1r$}a�d�TJf`r tz#;, L�' �4i+`6'?} t� f�"- � 1.,Of7 t.•rt�i aendt `,�,{.r s �..'t pit ! t +.£ §�{ .,'+� 4 :f�i' �i3t Ffi�tf� .� §. ' c�.�` Y��r;�-i 5 'f•�r t}}y y'�? fit ft``iC'i'��r f,�• y •..�t� * �' { � 4� f. � �irLyTt t 4�•r �S 1?fla`[tyc si�Y3�Y��$rj�ta 3�4F�A -y� i+'ti��,r�yl�t ;bfr.�{Ikt7 qr��r}�t{§Ya,")c�'��' ��i d ' ~•�'C}`�l F�s �t ir''^Y t',F" 4�.3r;v' t°q i \��' S p}��`!� Y .9�.r�a'r;t:S'c}�2� si�{�y$t•T4 ctt} Y. x�i ,� 1�, 2+ y ��a�� '�'{ ��,i'111 r �r 21•LS �{y.� t'rlTa•P L�'LtT�,{ �, ' " t •�� <'; ! rt(�! 11,� t v.: � �Ylu...r...� _ •, r -+ _ 'l. _.r.v._ � y , .'L. an':trneta:a.t l r, ,t4�7.v ;°t+'++v,fin fa+�l� �.��'�`i� + vy.'Y' rt Y'4.nP-' 1` nth`•r t . M' � �Yf °a '�lYi .t t z+ A. .^•l,fi `L,�" t,7 'fir ,�' 1. 5t � F *,',n Itxia o .7�;,, +.• r� d'}'�s s+cu 'y "'r, �a Y V bIB-10 LUMP SUM ITEMS Payment for each lump sum Item shall be at the lump um bid for the Item, complete In place, and shall include the costs of all labor, materials, tools and equipment to construct the Item as described herein and to the limits show tpi,l non the Plans. SS(:• IB-11 SUBMISSION OF BIDS The Bid and the Bid Security guaranteeing he g same shall be placed in a sealed envelope 4 and marked "1993 Major Maintenance Project, Phase I." I8-12 ALTERNATE BIDS '} In making the award, if alternate bids have been requested, the alternate bid which will w be in the best interest of the City will be used. ;1, 07, I8-13 WITHDRAWAL OF BIDS If a bidder wishes to withdraw his bid, he may do so before the time fixed for the opening, Pe 9, : without prejudice to himself. No bidder may withdraw his bid for a period of ninety (90) "6 days after the scheduled closing time for the receipt of bids. No bids received after the time set for opening for bids will be considered. IB-14 RIGHT TO REJECT BIDS } The City reserve the right to reject any or all bids to ' fy a�ve any informality in the bids r received, or to accept the bid or bids that in its judgement will be in the best interests of the City of Jefferson. IB-15 AWARD OF CONTRACT a If. .within seven (7) days after he has received notice of acceptance of his bid, the " successful bidder or bidders shall refuse or neglect to come to the office of the Director �a of Public Works and to execute the Contract and to furnish the required Performance and f Payment Bonds and Insurance, properly signed by the Contractor and the Sure an Sureties satisfactory to the City of Jefferson as hereinafter rovided' d shall be deemed to be In default and shall forfeit the deposit. , the bidder or bidders •Y I0-16 PERFORMANCE AND PAYMENT BOND A Performance and ,Pa ment Bond t Y In an amount equivalent to one hundred percent (100°16) of the Contract price, must be furnished and executed by the successful bidder i or bidders. A form for the bidders.use is contained In these Contract Documents. �1 e i ? F., {;j �aY f's•;;}r ,,.�}�; T Fsk��>`..�,t. "+ ' ��z ai.1� �i"5}�`j�J`�.��` „P a}° {y' .v. �7r�. " �i°.`r� 1"`�f4 iJ 4 A n 1 r,w♦iw•Y � ♦ ..'...,., ... .i ;,i u. ti .1r ...�....r ._.a. •d..:1.Sritl► .,4x�•''. h ;5 3, `t�� R:: sir r �7 Y( .{,� >U ,.�.s{•.•. is +te'".. r r•t ! gtr:;' H.i a '.rx,",e4. ;rt..1s S iiP!S�'� aa��`t �� I`:� � �� . IR+ � ' ' �•,r• # e+`; a y z a s-°r r �^ t $,' : 1 t••ft txy 'i a !i , qU4 t sa}3.` t rt`+ st s"a h`{I S.t F'lx?,tF.,'v ,?..tis 'r�,t G.• ••d t St.. "1:t..,4�'�.�=2i }J� r � T' 4.'a:t',+.l r1 s SZ% s�i,Y t?r�t�,. 1�.�!}'s•t. �:s.r.. •„4:1• 4. •�c. �F , s t �A4k •'-'1,F�nt4 s �t;r., ,'+. t :,:i t r 4 y . k .: The Issuing Surety shall be a corporate Surety Company or companies of recognized standing licensed to do business in the State of Missouri and acceptable to the City of Jefferson. I13a17 IPIDE IFIC T CN AND INSURANCE The Contractor agrees to Indemnify and hold harmless the City from all claims and suits for loss of or damage to property, Including loss of all Judgments recovered therefore, and ` from all expense in defending said claims, or suits, including court costs, attorney fees Y and other expense caused by any act or omission of the Contractor and/or his subcontractors, their respective agents, sere ,. • P 9 ants or employees. 1 The Contractor shall be required to provide the City of Jefferson with a Certificate of F'# Insurance outlining the coverage provided. IB-18 BID SECURITY RETURNED TO SUCCESSFUL BIDDER 4 {. Upon the execution of the Contract and approval of Bond, the Bid Security will be returned to the bidder unless th s, a same shall have been presented for collection prior to "•• such time, in which case the amount of the deposit will be refunded by the City. IB-19 NONDISCRIMINATION IN PLOYMENT EM ; ,Y, t ry :. € 1 Contracts for work under this bid will obligate the Contractor and subcontractors not to discriminate in employment practices, IS-20 PREVAILING WAGE LAW �. The rinci al p p contractor and ail subcontractors shall pay not less than the prevailing wage hourly rate for each craft or F type of workman required to execute this contract as determined by the Department of Labor and Industrial stnal Relations of Missouri, pursuant to Sections 290.210 through 290.340 inclusive of the Revised Statutes of Missouri, 1959 and as amended in 1986. (See Determination included herewith.) IS-21 GUARANTEE ' The Contractor shall guarantee that the equipment, materials and workmanship furnished under this contract will be as specified and will be free from defects for a year from the date of final acceptance. In addition the e • period of one Contractor shall be guaranteed to be free from defects in design equipment furnished by the Within the guarantee period and upon notification of the Contractor by the City, the Contractor shall promptly make all needed re ustments adjustments, airs or replacements arising '{ out of defects which, in the judgment j p g "i j gment of the City become necessary during such period. y i` �! �{.�ti.s� !S� sTS ''° ',.'9 �if{`"A �i^7�i1�y:{..'.'�A1!,171'Y4y:�•a ':z?; :.}`•.'ii i �,:..Y7.;++.••;,w'S�t 'firi k "�! A. SE '<,t;~ ri✓'n'X•ift ��17!tly}4ht Y ,xt� t`. (,it t .�b .i"'°S•F xt rlt�r .+t1�$ �' :' { � ,{ ''4a w,�rt1 .� 5 Y "S✓i.p> i Ja ! �(r j lAA y r, , rA';(ir a�$,�t{�-#"r,,•�,^lr i x .�,H��,t<�r�t'{,r,F� . ! t4`�{ � �w!• 'r ' '� i� ''!�! � "� 7 .t• �+ ��"`�„}'1 ifs ,�� +r'Y'�� t�a. n �F,3 r��'' � tine v.n�(+�r. 'ai ,f.,°: .�`+��r��a`�t��•y F..''” �.V't ,1 S. 1 `3� • � xSn' , cw r. 'lL��'+it �Je s •+' itli';.,gtq ° s�{qtr { .{rcf}}g `r4 t # r {k J •tt.t 1n1 tz14�r. � .�7�y�« �{• q tv. , r, '.. *x�,�X 1t.� .! y /1 Kn i t ...r i' . u. 1 a�{ ab;^a ..�•- 111:• 4 lw(' a ui� 1tA l�FjN }�! is air.{s i��f�' � y I I t The cost of all materials, parts, labor, transportation, supervision, special tools, and h't supplies required for replacement of parts, repair of parts or correction of abnormalities ` shall be paid by the Contractor or by his surety under the terms of the Bond. y: The Contractor also extends the terms of this guarantee to cover repaired parts and all replacement parts furnished under the guarantee provisions for a period of one year from �p the date of installation thereof. r If within ten days after the City # y ty gives the Contractor notice of defect, failure, or C` abnormality of the work, the Contractor neglects to make, or undertake with due diligence to make, the necessary repairs or adjustments, the City is hereby authorized to make the repairs or adjustments itself or order the work to be done by a third party, the costs of the su . work to be paid by the Contractor. In the event of an emergency where, in the judgment of the City delays would cause serious loss or damage, repairs or adjustments may be made by the City or a third party chosen by the City without giving notice to the Contractor, and the cost of the work shall be paid by the Contractor or by his surety under the terms of the Bond. fi IB-22 NOTICE TO PROCEED rq A written notice to begin construction work will be given to the Contractor by the City of Jefferson within ten (10) days after the Contract is art' Y approved by the City Council. The time for completion of the project shall begin to run on the date established in this notice. IB-23 WORK SCHEDULE r r,.. To insure that the work will proceed continuously through the succeeding operations to its completion with the least possible interference to traffic and inconvenience to the w: public, the Contractor shall, at the request of the City, submit for approval a complete schedule of his proposed construction procedure, stating the sequence in which various operations of work are to be performed. r t.: IB-24 CONTRACT TIME The contract time shall be 40 working days. :at IS-25 L €dUIDATED I DAMAGES Liquidated damages shall be assessed at the rate of $500.00 per day until the work is l compete, should the project not be completed within>t p thin the contract time. t" 4. ' .:'�� •21�+ Fi. ,� �� ( ,y��,y��'Nr`'4 .,t�� J}� �`7�L; J iR C 1 J'� xf t f J} f 'r4=1.j ,�. It `,{,,,r�4{' 1px t{ v,c� •��^.'��ka. ..�'tgt y.{ry't t 1 , u�:� s f i I i 1D p■. s+ !: CORM Name of Bidder APLEX, INC. ��y Address of Bidder RO 1, BOX 22 . UTE lE, LINtJ, M0. 65051 To: Crly OF JEFFERSON 320 East McCarty Street Jefferson City, Missouri 65101 THE UNDERSIGNED BIDDER, having examined the plans, specifications, regulations the Contract, Special Conditions, other proposed contract documents and ll addenda t thereto; and being acquainted with and fully understanding of the work covered by this Bid; (b) the location, arrangemet( ands extend and character — for the proposed work; (c)the location, character, and condition specified requirements highways, railroads, pavements, surfacing, walks, driveways, curbs existing streets' roads, sewers, utilities, drainage courses, structures, and other installation, � gutters, trees, x} — underground which may affect or be affected by the proposed work; both surface and extent of the excavations to be made and the ( ) the nature and materials to be excavated; (e) the necessaryyhandl handling and rehandling general condition excavated of °` -- materials; ca aced ., (f) the location and extent of necessary or probable dewatering requirements; (g) the difficultlos and hazards to the work which might be caused by storm and fl water; (h) local conditions relative to labor, transportation, hauling, 0Oy facilitles; and (1) all other factors and conditions affecting or which may and rap delivery work. y be affected b the Y F. HEREBY PROPOSED to furnish all required materials, supplies, Plant; to perform all necessary labor and supervision; an equipment, tools, and complete all work stipulated, required by, and in accordance with tthe tproposedreontracctt documents and the drawings, specifications, and other documents referred to therein ��. altered, amended, or modified b he will accept in full payment by ete�mined banner and time prescribed and that i - following items, the following unit prices and/or any lump sum payments provided s of the or minus any special payments and adjustments provided In the specification understands that the estimated quantities herein given are not guaranteed ' plus or total quantities required for the completion of the work shown o drawings sand he described in the specifications g a anteed to be the exact , and that Increases or decreases may be e verr or under the Contract estimated quantities to provide for needs that are determined Progress of the work and that prices bid shall apply to such increased or decreased — quantities as follows: f � t r I f J ` 4`5t��" a 4, 4..{a�^✓E"��x rd .b'�'� ��i; �+#°tj�5�'� t� x' A qq t. r A� �A,•i;;'i t PRUAIOT • tip(: 'didta f Ste] I J �� • r , � / y r A I , tiWJ / it / Y3 2 •5 '1%Iy„ 14' },'IJZ f^ .7a''� ! r ,G t :F,'=:,5 ti:�()-1'{ ^' r 47t�i,y^4'�N"� 9t ! ..�++,��, P., *�'-' p �, ^,y,tc x{,*I:r..v tl l4"'n rfffl=rti 1 F 1,12 V it a{r Stf tt..rAt:1. ,Ar(,2r`yn M1A}y:ls ,�r �'tr,Jlf� '1S ,'; c'6 +.;,kr4t• aT t�. v.'r :1t��3ikrt.ab::vlil,t 47�y�``�.AA,,,i 1.„y .t.�';"} �`",l*iy��S'�. �(,. ,,t d„'' �?r'S�1 J�YY;��! � ,.`�'Y� .•!Airy R:2 �4�'4,• t.iYr 4y'�Y,S'•,5,�ij 1:'� 1 1. i _r ,: .1., 3 Th z:''.. r,��•'es>'Jj;IC,yS;:ti yJ,�S..��T.;�i,�i+�' figg,d4 RR,t, �i�� t '� � nl, �•t,v,4�ff�:�r�;��;7Y:1'wYn s r t 1 '.F'1'% �,;::v: itt l:f� I �1 .4( {'p�,4.t'�ti:i."i�`.?5•t+.,T"r1 a':7i^?:,,nl: S Xz�;w f,li. ;r.;"' iy S'k ��.'q,54,A,a �•„y�, t i *” r 2:. •e }t ..�,�.:F:'� tt�'>:v. t'-.�''� 'k�,L;�1,•.,,'.t!`�-' �¢yy! 1} 2.�*�M.;�..,yl..}yt..�.at?, ;i.r�`' r s A :�, .t' .?� t.{�,i, l�1Y4' .n�!l!!� A}:.'F+ $f�5�fr'h, zp`�SV,R,.�7°�i,";+,'2+•,fht'• ,C�•.(i^-J: ,ya,`ni is �, a��:f, J u`t. /i, /,4 , ' I,,?r,. r�.., .2 �,�, %!` �'T J r..Nt; Ala; ��1:'tr,r .s1. it^�•„ .7d�r�SS as n, .i �.,lp r �. } 5 i ..!e �2��<. }� �:.y2i 1'"iiil,��j�Y`t,la�at.Cr1^oLtJf%fii•. ,�.?}+�b��'��24,�FJ'3, � Y'i y��lt:��.�iyy �i. r. t, "'� � 1. .:,r•. .f, i� r+ a.J. ,f•,rl:� ,ew ,Y},,. t'i fiC.�ILµP� 3,!':t ,� t�,. .C, .r, �:" �. aT,r.; t '� r„+ r•, h31 •• ,ry+� �” yy�JF�"i. 1' /i..f .k•.KA Y• ,J.�,"!+;'Y '4YlF ..5.. ., .-nY r t. e` .r 5x5 t" +Y''"i. 7 •''a{.5.CF5 .}\ j .. 1 1 .1,. •�� ,9 ,��y�� •�>..�< a+� .i5 i. ,r'2 rF', ',t� .' 't t t � at 1 ,t,, •,.{;} .� �F d� 4• i � 3 ,,, �tf4,t d.j,3 J,.,;n. r� t }?• S t fi�.tS -F j '�, }}1�+-��7•' �}��.5:� X53;•'^,I:tsy t`r.�. _�•c'�L3: T•'.C��'Ai (r,.^ �?.IjCtrv. 'a'�J3 .;1�>: tv,.q,..}_.:,, 5 1 � f d. t.+A `'�, .J.t .E�,r Y��.�.rj4�j•1,�.i�T�fl;"'S,t'i:!''e��i J 2 7Jr y�:<C'i 6g�,�.. �F �> !�: 's +'yJt,.�...R' �f( S•�,+�2,�,�:.°. �;�a2. ,y�_;.vrt..T•`." y.f,,� ...�.t�,• '�`$'�1!'S�tti� �r'�;a};:.?dS,.! �a.,ttt .r��s;:;a:;;.� Sys �,r .,A :Tt1 .r... h.'„.,' ~+ �.. � Kira t,¢�Si'� .,!✓;.,A,p 55,;a;�1, ", k�7 r�y.g�Tt�`tA'.,,`y �,'�. '�,r.»;, � :�?a a,+;��} `+a. ,�,,r,7'�l;rr,-tai,:.�,- � .1 1 r F,j 4.. !A. �{.t,�S'K^!'4L'• � f w,iF, `� �.. .� "tlt', sr �§r r�.�T•& t, d1• . .1, t ti✓;3{ s I ) .o. y ,i:_ 411 a �,5 .�� 1 i E 5 Y'ixF 3�5.�'4�{',tY �.�.:.1':�' lt}�'t�l,� :U F. ..(' k �� 1 ��r. �� •2' S. 5.Y��•{Y k �!� ,t A'�' ! j;- :,�.t ,{ t .f ':fr SST^JY> I.N fr� 2.S QT .y��t a ^`{; ;•k,�, ,a '�u '�}•i�?,'�'A r,.4,�':�,' ''yY�11�{�r, :,F + V ',': �4 { ��" a� .� r� i,'� .Sf.3.rS•� i' t .+,�'.. ..,�dt ,',3'it'. T��",s,•�,' rr" .s ,�} •'r 4,��.'dr+ }A t,.�'i1t_,�njt,"r',�f3`Y ',; , .'!'• '1 �• $2Fx{ Jr'-`�„ •�2'„ '�^ 9 Pr,r �a't'! 1 �`. .a ppui �'r�,4 b..zf c�4yn°s'^"tp .#i x1 .i 2!3.7p rx'+��:-F°�s� T.+•.et' i t.'a n s w'k£y., : q � z ` ra,° Y9a:%,,�n. rM ,.+ d �� I �� 1 fl I t t F CITY OF JEFFERSON 1993 MAJOR MAINTENANCE, PHASE I ***REVISED ITEMIZED SID FORM*** PAGE 2 ITEM APPROX. UNIT J NO. DESCRIPTION UNIT QUANTITY PRICE AMOUNT I. UTILITY SERVICES AT HYDE PARK ROAD TRAINING SITE f 1.0 8"WATER MAIN, IN PLACE LF 1017Da u. 0 p p ` 2.0 FIRE HYDRANT, IN PLACE EACH 4 00 X00.°s 3.0 WATER METER PIT&PIPING, EACH 1 00 ' { � 350, � X50 60 LESS METER, IN PLACE 4.0 BURN TOWER DRAIN (8"PVC) LF 118 _ado°o IN PLACE 5.0 BURN PIT DRAIN (4"D.I.) L.F 18 s IN PLACE5p0 y5�o0 8.0 CLARIFIER, DRAFT PIT, PIPING, & LS --- d ACCESSORIES COMPLETE, IN PLACE J*' 7.0 4' ID DROP MANHOLE, IN PLACE EACH 1 1)-750°d /17 8.0 8"PVC SAN. SEWER, IN PLACE LF 129 °° 0 5 5 ' 9.0 CONNECTION TO EXIST. MANHOLE EACH 1 7750 TO °-° 10.0 ELECTRIC /COMMUNICATION SERVICE LS --- -__ e o COMPLETE, IN PLACE rF, 11.01"WATER SERVICE TO BURN TO WER, _"_ ---IN PLACE 1GI o o SUS—TOTAL UTILITY SERVICES HYDE PARK // �ryy ' a `-, TOTAL SID, 1893 MAJOR MAINTENANCE, PHASE 1 p NUNN a • f.. fi 1 M` Yf{L lJ 4 ..� 4rf ; Is ' M'.�!` ' $L i,;y,, �. 1;.`L •D" �:'i .iw ."f .. " .. i`':a::Y= ._ .... ..`' ... a - .-.V.. .. i_". �L� ._. _-. ._ 1"iC r '•k. .. C. n.. J"'._ ,9..�t`;An f+'f a f �wax� ��idY S;e�+ttp2r1!+ry +f�'� Kqs s t rtFa�.�gsc •7' rn�`.�+r� ?qy, �+,,;�i:�H.r§i*" Min.Y?v�,`. r j�' � '•Nr'F1)i t f p.,1�"� td' .]`� c a �'} ':s t ALTERNATE BID AND SU13CONTRACTORS The Contract ma Provide for Y P alternates for storm sewer pipe at the Contractor's discretion, The Bidder shall state In the spaces below whether he intends to use corrugated metal pipe or reinforced concrete pipe for Storm Sewers where an alternate Is allowed. j' I•< T If the Bidder intends to use any subcontractors in the course of the construction, he shall list them. _ '. 3 TRAE OF COMPLETION The undersigned hereby agrees to complete the prgfect within 40 working days, sub ect to the stipulations of the regulations of the Contract and the Special Provisions. J It is understood and agreed that if this bid Is accepted, the prices quoted above include all applicable state taxes and that said taxes shall be paid by the Contractor. The undersigned, as Bidder, hereby declares that the only persons or firms interested In the bid as principal or principals is or are named herein and that no other persons or firms than herein mentioned have any interest in this bid or in the Contract to be enter �u`lt and this bid is entered Into; -- and t made without connection with any other person, company, or parties making a bid;and that It is in all respects fair and In good faith, without collusion or fraud. The undersigned agrees that the accompanying bid deposit shall become the property Owner,, of should he fall or refuse to execute the Contract or furnish Bond as call id for In the specifications within the time provided. 4 If written notice of the acceptance of th( undersigned within si s bid is mailed, telegraphed, or delivered to the sixty (60) days after the date of opening of bids, or any time thereafter before this bid is withdrawn, the undersigned will, within ten (10) days after the date of such mailing, telegraphing, or delivering of such notice, execute and deliver a Contract In the form of Contract attached. 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'�I, �+' i�'+y is �1'1 •p, i`7�" �' (�774�!'E}l�r i+�t`y�{S. 4.J. i 7� .Y. rat� } t �' fq�.''ix' 3.( � x�. ,F u7� '!1,•tj., r'• ,1 s. , C NY a ;-; x r t ' t t H} r � A A MINORITY BUSINESS ENTERPRISE STATEMENT Contractors bidding on City contracts shall take the following affirmative steps to-assure that small, women owned, and minority business are utilized when possible as sources of suppliers, services, and construction items. 1. Contractors will submit the names and other Information if any, about their MBE g sub-contractors along with their bid submissions. 2. Sufficient and reasonable efforts will be made to use qualified MBE sub-contractors when possible on City contracts. ' 3. Qualified small, women owned, and minority business will be included on solicitation lists as sub-contractors for City supplies, services, and construction. 4. Qualified small, women owned, and minority business will be solicited whenever they are potential sources. 5. When economically feasible, Contractors will divide total requirements into smaller tasks or quantities so as to permit maximum small, women owned, and minority business participation. 6. Where the requirement permits, Contractor will establish delivery schedules which will encourage participation by small, women owned and minority businesses. 7. Contractor will use the services and assistance of the Small Business Administration, the Office of Minority Business Enterprise, and the Community r Services Administration. ti 8. Forms for determining Minority Business Enterprise eligibility may be obtained from �{ the Department of Public Works. V r tV,,Q- dY. .., ,:•' x t� V �'' 3 y" .w { + M. ,�yr.tNti a Y_ �� .,�w..'�ri r,`d'd x 7sMt M i jt k#+ tttnm N0 Vnrry {K r^ ,, r zhd rpiNxn'tit,a pE` ,n. °t c r At :M1{:�•, c ci..° MINORITY Y BUSINESS UTILIZATION COMMITMENT MENT �. A. The bidder agrees to expand at least two (2) % of the contract, If awarded, for =` Minority Business Enterprise (MBE). For purposes of this commitment, the term M inori ty Business Enterprise"se" shall mean a business: :> 1. Which Is at. least 51 percent owned by one or more minorities or women, or, in the case of a publicly owned business, at least 51 percent of the stock of which is owned by one or more minorities or women; and 2. Whose management and daily business operations are controlled by one or more such individuals. ` "Minority Group Member" or "Minority" means a person who is a citizen or lawful permanent resident a p t of the United States, and who is: 1. Black (a person having origins in any of the black racial groups of Africa); 2. Hispanic (a person of Spanish or Portuguese culture with origins in Mexico, South or Central America, or the Caribbean Island, regardless of race); 3. Asian American (a person having origins in any of the original. peoples of the Far East, Southeast Asia, the Indian sub-continent, or the Pacific Islands); 4. American Indians and Alaskan Native (a person having origins in any of the original peoples of North America); ifl 5. Member of other groups, or other individuals, found to be economically and socially disadvantaged by the Small Business Administration under Section t: 8(a) of the Small Business Act, as amended [15 U.S.C. 637(a)]. 6. A female person who requests to be considered as an MBE, and who r "owns" and "controls" a business as defined herein. Minority Business Enterprises may be employed as contractors, subcontractors, or suppliers. B. 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F� 5 b� W � •.S,YtU(F' Lin`{(�" '4�$'t }��l�pad'�'� �p# t��iaSy X PREVAILING WAGE DETER MiNA7°'IO N state Agency gency or Sub-Division _=. City of Jefferson Dept.A of Public Works Determination .No. r �t 94-026-0007 .: Location of Project _ City Date of Is_ s e } Jefferson City County Cole County r ' t; July 22, 1993 Description of Work: ' 1993 Major Maintenance Project, phase I N 23199 Determination No, 94-026-0007 Gene Brumley is provided upon the request of Department of Public Works 320 E. McCarty Jefferson City, NO 65101 In accordance with Section 280. determination has been filed with the Secretary a ary of Within Indicated pelodays after a certified co by this'determination may object by filing an objection In triplicate with the Lab py'la this Commission, P.O. Sox 588, Jefferson City, f�10 85102. Such objections must settorton who may be affected grounds of objection. Each objection shall certify that a co or and Industrial Relations Standards, P.O. Box 449, Jefferson City, MO 85102, and to the party which requested n writing the specific py has been furnished to the Division of Labor pursuant to 8 CSR 20-5.010(1), this determination, FOR OFFICE USE ONLY Flied With Secretary Of State: JUL 2 21993 t" r Last, Date Objections may Be Filed: AUG 2 31993 �RI.RETAR1r OF STATE E4,. MO 026-0140(3.92) 4 7 J _. .5 .. .. 3. .. .! .wdrl�-' .__ _�__��_,v•:a'.m ..__ ....- - _�1_..��_.Yut.,. •.:L'u-...C�r "dc,fY�IN9Wf ate=• :�H�n. ,P� to +3P°� ;9!t�3t�}* @mr 1�t l 653 a s t ry±lrf +{ lq h, 4 1 tFi. 'tr 'f' STATE OF MISSOURI JEANETT6 R.MCCRAMIY ' DEPARTMENT OF LABOR AND INDUSTRIAL RELATIONS PIPAWMEW Rt DIVISION OF LABOR STANDARDS 1.Ir P.O.610%149 .. JEFFERSON CITY,MISSOURI 65102 COLL[[N NAKKR MEL CARNAHAN 314/761-3403 OMWON 6+/ceran P OOV[/NOII 11[LAV uf MI/Y 1 OUI,I 1.900.7!6^=066 po 000.736.34661VOIC10 ;AN iS+4i1 . CERTIFICATE The Division of Labor Standards, having duly ascertained and considered the applicable wage rates for and within the locality, pursuant to Sections 290.210 to 290.340, RSMo 1986, issues herein its determination and certifies to you as follows: 1. This wage determination identifies the applicable prevailing hourly rate of wages, as defined in Section 290.210(5), RSMo 1986. 2. This wage determination recognizes that the proposed public works project may involve building construction and/or highway and heavy construction. See, 8 CSR 30-3.040. 3. The prevailing hourly rate of wages applicable ' to an individual workman is determined by the type of work performed by the individual, taking into consideration whether the public works Construction involved is building construction and/or highway and heavy construction. See, Section 290.210, RSMo 1986; 8 CSR 30-3.040. - y g 4. The term "building construction" is defined in t 8 CSR 30-3.040(2). (A copy of this rule is attached.) . , S. The term "highway and heavy construction" is defined in 8 CSR 30-3.040(3). (A copy of this rule is attached. ) �u A certified copy of this wage determination will � = be filed immediately with the Missouri Secretary ". of State and in the files of this department. The law provides that not less than the prevailing hourly rate of wages determined by the Division shall be paid by a contractor or subcontrac- tor. However, a higher wage rate may be lawfully paid. See, Section 290.270, RSMo 1986. Should objections be filed to any portion of this determination, such objection or objections must be specific and filed in accordance with Section 290.260 of the Missouri Pre Ming Wage Law. QY ea� .. •��/_ o leen A. Baker, Director f q14 1 ..t u �r .6,j . ,� ..,?- t�'.. � I •.r+ i '�`K 11th'{ Y }, . . i.�'. '��' ¢ 3' •"�... n Ali a + k. .,c . v��, :. r '�:..I k.•.0 .ty�l` r"�� , ti titi y. I;°.� .. zlr.'r•' _ } ._ .. _..;„•t�::. .� i,.,__z��Y_�.i_�.'.r__t-...•-,�r�._r_*_=.� - i::�1�.,.�.,s.�.i" �.rte•:`"` -� _ ,"x! �.. �' .. ,i t P+FV¢ �..x>. �✓ a ,r s �d ` A h, ,' S Vii N. " r'"c.,: t•^ {•.'il'7: i� Y `d tt�' r �t-fr l�Z.°+ xi 1r' c �� ' .�y�r "`•fi r��j A .?x pX" �' s.,r �r�Y '"t�$Svp� � a ��"i¢;r� 1st f�.�lt,"ltf a l•}jz "f 1 .( '(i .l}t� '4 a XJ� c� �iM .t^J * O�w 4: f �. Gtj:� '�, �, �ktY�.�� {,�� ay`�i''•?r ,r4<*�r.;�,��.}y8. '.��'.: Y ' , s, S CSR 30.3.040 Classifications of Con. (li) Sidewalks other than those that at { Poured in connection with a street or road . ttruetloa Work project; (1) Driveways that an buUt to ecru* a # POPOSE. The Department of Labor bulldin ! �� , >, tend Industrial under se o o bas the (� Ln f 1016 connoted t0 a building and resp0no d ter snider section 290.260, all structures built a parking facwdet; `v RSMa s0 determine the preutiGrtg hourly f } nta of uses to be pond BO taorkets M Reg walla built in conjunction {;r QAgaBtd in work of a ainula► with a building project; etkSroeter• (L) Demolition of a building(s)as part of the 2'Ais ruts es work ht department bent of a3te reparation for new building construction; transtruttion evo►A Ior the deportment to . ; . 1stein deterrsrinirtj the prtuailirrj hourly laarim�of All shrubbery that is i»d�deatalteo ►ate of Wages for work of t sintuar Iuildia i : Characters and g Construction a defined in section(2); a Work on water and _ t ' (1) All public works construction, for which saaat plants within the feats Ilse. °�treat• the prtvnilinI hourly rate of wages of workers are to be determined, Shall be daaified as (3e Highway f and heavy conaftedon ahaU either— e Work in a (A) Building construction;or untedon with roads,streets, (B) Highway tad heavy construction. parkways,alleys and highways including,but mot limited to,grading.paving,ewbing,signs Building ences,guard rails,bridges,lighting,reuwng =' ; (2) ding constrncti0a shall man wa11s and landscaping; ., ,� �Y following: (B) Work on viaducts � erp�s ander• { ' tA) Building structures,including m0di5ca• passes, draina e ` tion,additions and/or repairs to be need for g ro1�. aqueducts, irriga• . shelter. Protection, comfort, convenience, lion Projects,flood eaatrol projects,reclama• : entertainment or recreation,or for lion projects reservoir filtration and supply protection projects water power,duct lines,distribution p,t of people or egaipmtat; lines, Pipe lines, locks dikes, .: Cog, at en airport Project,arch as ltvees, revtt• terminal buildings,freight buildiags and any meats projects, acluding work specifically ' '`. otherc0nstruetion n defined as building construction; ; � �s� • - necessary for the operation of the airport facilities; (C) Rork in connection with nndeMuuad (C) Stadiums, athletic fields, dressing onsMc`dOD on tunnels and shafts; s r0omi►, bleachers sad all other buildings (D) goad work in its entirety,iaeludiag 'i g elevated railroads; weeded is connection with an athletic or !El Main and side sewers; t entertainment fatality; (E Rork is connection a; (D) Entin buildings that are built above. &*rtst such ' ground in oonatction with highway,subway as runways,roads and streets,but excluding or tunnel projects, such as tool Nag= or that which is listed as building construction; (G) Work in connection with telephone, bAUaia for mtionf r the build elec:zieal,water,oil,fas or fuel lines,or say (E) housing for the building itself. n other utility or communication lines fMM the ! r� including hackfiUiag inside and outside the building; curb line; (fl Storm sod eaaitary aawaa inside (H) Sidewalks who poured incidental to a building and to the cub lint; Street or road projeR; (n Parking loft not incidental to t bnildiag (G) Work ieft connection with telephone, ooaatryetioa electrical,water,oil,gas or he)lion,or other inject;and M Demolition of all buildings as part of aite mility or eommunicatinn lines inside a build, preparation for any highway and hea ing and to the cub liras; Preparation as is otherwise defined in action (/) On Pnbhe works contracts that involve both dusificstions of construction a defined i ip sections (2) and (9) of this rule, the Department of Labor and Industrial Relations shaU issue a determination,including both of t these e1assi5eaions. 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G}�r•f��i a.,i: •S _ Y — �• yet "•� 1� �ZpJ3 J{;W rrs f rxf j I,b dt ':r �.'•Insn�a4 Ijt td! q7`+k.rCy!r us}: S+ "r }t.M1 IM fJr2'.'i J, P 1 1 y (1pp( '+' .�7i::•.r:.j ,7. .�' Itr t •r .d. .t { .� i. + t it,?t.k. a:±xyti',;'T+;!af.t S.y +t.t} L it M1+ M1� r,,: •i, J # �Y i .�,f. t M1lt r.��'S 'F:(.,J.� >;}i�r 14 c'�r�F'ss Y.��lti t.Yv`,�i�r7 fryi .t}f Sr t�f a. !' 5,.. � � I'J qr. i ,i ..I t If f'iP 1 Y t^} 14 +� r �; tr.`{� r.Y��t,1 stE„af# r .�✓ � ' I +1 ., f! 1 + i.'., t+!3 y �{4`k Y'fil j}x iw�rl�r ttl��{�a41fiFy�r Ctd't'si},! tr °il' ;r ! 4 � ;} { •f �i� + ` }... F } r, r f r ; x. x }y trYA { ,.�! 11.1 A✓ .�y,� Zt M1 # :.�` y r t I.' � .F..1 r �' :r�.l�l 1f +ti r! S L s+` i rr}'>�1. !Iii Irt.rr{'!t'�t 4U� 'J�}�'SS'`E{� •, '.tt � 1 ��`� t a.. S.f �r Q + I' S r t .,, II ..f:!v.t.t�sr, yrR�,Y� t#3.�f!J''se Xk�frf f s.r j.��drq: ,n..�•� 3t .r, t' + ' o^s 1.. ',°ilRtryP r {21 FS t ?fit i I.Y. vi'...e.'. F,I �' rr f '+t:�;; rF. .,Fy ft �{' .�r't�'{ }}.�.i• 1?� �'r.',Flx..-yft t�f 5i7 t� i,}ny},� � ?f{r t r.:5�+� r+ t . '.i" } �cl:`,i•' ,'1 t'};,7► f.l +;4� t �.d '+s t' '� ? }r i}dx> (i:n .� ^Y ; #.f�a f3S I4 S a6c' w .A ✓�+s j ' xle' L', f..g�r uyi +' y. '!�' a� ,_ _. �fd�'•1�"!W/ iMM��ri}7M+F+r�.+waurr.�.��•>.tw 'ate., y r } SIDE ELECTRICIANS - Commercial Work CLASSIFICATIONS RATE FRINGE BENEFITS Journeyman Lineman or Health Welfare - $1.75 k Cable splicer. . . . . . . . . . . . . . . . . . *G . . . . $20.07 Vac. & Hol. - 124% of Gross roundman Equipment Ogerator. . . ,, 17. 96 Earnings Groundman-Winch Drives. . . . , . . . . . . , , 14.77 Retirement Fund 21% of **Groundman-Driver. . . . . . . . . o . . . � . . . . . . Groundman: 14.22 Gross Earnings 1st six months. . . . ,,. . . . . 11.44 Appr. Tng. - 3/4 of 1% of next twelve months. . . . . . 11.92 Gross Earnings next twelve months. . . . . . 13.08 Nat'l Elec. Ben. Fund - 3% �. Thereafter. . . . . . . . . . . . . . 14.22 Gross Earnings *Shall operate trenching equipment, cranes, 5th wheel trucks and when } operating controls outside the cab of a truck except controls on hole boring machines. **Shall start, stop and service air compressors. ***When groundman perform duties as a blaster they shall receive a wage rate l= comparable to the 4th step apprentice rate. VERTIME RATE: Eight hours shall constitute a work. day, Forty hours within ve aye-Monday through Friday inclusive--shall constitute the wotk week. ork performed in the 9th and 10th hour, Monday through. Friday, shall be paid &paid ime & one-half (1h) the regular straight time rate of pay. Work performed ide �of these hours and on Saturdays, Sundays and recognized holidays shall for at' the rate of double (2) time. r 1 • i s: t ..Y'. o ,.i � .,r �`tf..t'• o!! u .1 t.l... .xZd..W .'� c t ��„�+�•�'t;r R....SYn r�1'Yr y, ,„ Yy }��{ �" , �r�.�5, Xr k•'k5 �,ikr, ll.,r ri 7d C y.4 (l� ..ry H r� •afM, t.�es., . 'drl'v J�F'"I s:t�:,ra+, .tis.° .'` 5 ,r,�.�k ' r1.t .t • �. . � �`�, 4 q M i Y y {t •.v _ r s tk v1 t,� ...; k ry'k y d # �.5�, t 4 s `„, d,'''k •`d {S a 'f { .9 ° �7°' t h `' f�} 1 err '3..0 J E � �' , '� 6`•n" , , 1}Ly' gy � • rN 3 .jai � �t�"k�rho i�� r�5'c`f rtsS 1�}� dr:�� '�i{�yt �s t,c "b'�'�^,Er,,.,c',�ts � •;,� .. vr:P Y'��n,�t fibs,S� ,6'��^.. � r i... �' �ar„r ,:"t'a•�i�r'c_.�,-.-�,,,_,tt y.;,.r,� .x..t,.+ r. s r_t?ir'd64�$�1�#ti4�axsa"+',iiwtu�i}�,..�. �. �'';' k° � COLE Heavy Construction Rates for County (s) Basic Fringe Benefit Payments Crafts Hourly x' Rates H & W Pen. Vac . APp•Tng• Others L; CARPENTERS (See attached sheet for more in formatior ) .0 5 ' 19 . 33 1 . 75 1.00 Journeymen r<, 19. 33 . I tgili�rrights 1 .75 1.00 05 Piles Driver Worker 19 .33 1 .75 1.00 .05 u; �a { OPERATING ENGINEERS { � (See attached sheet for Classifications 't` j• 1�+ . 80 3 .40 3 . ZO .37 - Group I 16.45 3 .40 3 . 10 .3 7 Group 11 1.6.2 5 3 .4 0 3 . 10 .37 Group 111 k 14 . 70 3 .4(1 3. 10 .37 Group Iv r9 LABORERS qr (See attached sheet for Classifications General Laborers 15 .40 2 .20 2 .00 .10 Skilled Laborers 16 .00 2 .20 2 .00 .10 fi '•J.`Y4 TRUCK DRIVERS-TEAMSTERS 2 .25 2 .00 t Yry' `'sj Teamsters - (See below for Rates) CLASSIFICATIONS RATE da"xb' C,lLASSIFICATICNS RATE --' Flat B •u - ngle Axle 55 88 Tank agon - em le } tJ Flat Bed Trucks - Tandem Axle 5:g 3 Tank Wagon - Semi-Trailer : . In Wagons, Dunpsters, Half- w: Stat ion Wagons 15 .78{ Tracks, Speedace, Euclids & Pickup Trucks ].5 .7 8 16 .05 Material Trucks - Single Axle 15 .78 other similar ea�uipment 16.05 Material Trucks - Tandem Axle 15 .93 A F�an� & Derrick Trucks Semi and /or Pole Trailers 16 .05 Float or Law Hoy 16 .05 Winch, Fork & Steel Trucks '16 .0 5 Warehouseman 15 .y 8 wrireman, Oiler & Greaser j . Distributor Drivers & Operators '16 .0 5 r{ Station Attendant on Const- '`=` Agitator & Transit Mix-Trucks 15 .94 •. � ;;. Tank wagon - Single Axle 15 .78 Oiler & Greaser,. Station Attendant on Construction shall be the "i wage rate for TirerMn, same as the usage rate for the oiler in the operating engineers schedule, except oq�erating s gineer fringe benefits over and above any ap en plicable teamster benefits shall be added tr 4 f teamster wages in **The wage rate for Mechanics in the teamsters schedule shall be the same �ne�ts �r and " the operating engineers schedule, except that operating engineer fringe a: above, any applicable teamst er benefits shall be added to teamster wages. of wag" 0�VERTUM VATS: Workmen shall be paid one S one half (da) times the ).aor ton (10) for all hours worked in excess Of eight (d) hours per y thouh Friday* hours per day (if working 4-1018), or forty (a�) iouusedaan &- makee--upaday)rorgSundays For all time Worked on Saturday (unless Saturday tiaa i one-half (11i) shall be paid. ;r ,i {.''-"`'�7'4 ''r"'Pii .r''°C;a''.• "�`''.•'r,F.`�•:tii�•',.r;:'r�.t r.i,jr, gk;ii`at,xfF �'ai, t �",,Swipe f 'aria ti. �• J`�� r �l ft�= a�1r }7b„,`,k r K+ � k�F�• kt y�k.. 7 3'r ' +r..✓' <;. ;'2 y�. 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AT _q Y p Rs 0 • O H H Ne LUa OdO oa o Co n O � a u NO ON M ft s. i "''};•.!" �' d"1-�?i 1".' ~��y,fir�D Y,.N/�y O� ~ o1►A•QtlM�pL1Oe Oa r bl►e i'i G Cp Y N.NI.M}Y W oo I1pA! dpy(Y 610�pp11 ~N 0 111 OOO,+.�I�a�ppd,HM(p,1x.M.«'1 1 e o OH ah l N pQ9J.dfO fpYj cL►aI1"CtaTs CJsdQaY j1�r{W 11 tT are. U4W-464b +1 W q 04 4j ne tMi d d apLAMNa 3 w U ��+(,i.F oqr�p Q O►• r a'1 yp� bq� •a S y+ tY "� ,'.` �l 6yyl� f»tipp.1�•1i a3�' O 2 8 �{A1.a•IQ�ON MCSggO�4F+ y.lia•ivt�i•7NU bG�Ra woa°,1�oM � fit; .i t.,4�ti flog •� b g •�� y� e �77. jail b Iq 4. 'gill" 20t Belli 0 rx; 8 l g g 3 S � 1i bi $ S �i`'yrtlft�`� ��• V�' PS M �MW� tl � � •�� 111p... �t�• 4. i�IB � qqr,• ; tr4, r}1ri + tt�pyt+� {y 1r �t t3: / sfi sviap�}tq�� 11.o: i•.,,fx yTS,I r9d�jrj1 S 4!„yt2 ', ts �•lt I �J r7 , t. r r f �,�9 "f L• r i� t, , �.•_. }�Y r�f� �3x../! >a t(a t .A� {'N t l ; .Ir t t i ;4.'lr } t ,,.. , t:,' A,Sry i'.tN`k tq, 't1,t! .i`' ,P `� tb�I'' r.f_ 1 -J a .� 4 ; s' � 1. 1 p . Y� . ';,-• h h a ,1 �.h i'�¢ f ksr �r,'. �1 t � .'1��raRF r-rx ,r. 'rr J 5 t. t C7 H 5; #I,�;: } a � ;1 y �.'+ a < •'4.t by \f�,y�,C'� .� � , } � •� (,� � t� r,, n 44,�; •:,,.. .1 •;�' P s. r t ^'tv � '{ 7'i' st l� x �'t' t 1;4n t1 �lr ✓+ �}� 4 _ '�' a 16�j SS '•f� .. . lY i,. . .,f t -r' t >;:f' � C+� it 3 Y 1� 1ti r��fM�{ht e � r}oat�� .f}1�J°., .�.Y`t• Sig,,., �7 tj�„� ';SrS�t 7 i�`�.T t��kf,4,e{•. J�1 1 }t , t vA_:u{:I,��i�ts�•A�a']i �r3�.�.Swr''A��i�t�y'M��g�s.'.`.tzx! i{t} ..} a i 1} .'`y"'>,°,� y ' �µy ��t�S i r,�lb�+�� '�'!&�s y Y�r t s "' 1 5�t' s,kit�i r•'y9t`tt}}� ;c�lY7� ��'s, y�x+�,�- t t .t a' 1��.. , I 1 t CONSTRUCTION CONTRACT RD , made and entered into this jQ� day of- a+o b 1993, by THIS CONTRACT hereinafter called"Contractor", Ppl �k and between n�, -- and the City of Jefferson, Missouri, a municipal corporation, hereinafter called "City". WITNESSETH: That Whereas, the Contractor has become the lowest responsible bidder for furnishing the supervision, labor, tools, equipment, materials and supplies and for constructing the following City improvements: 1993 Major Maintenance Project, Phase r NOW THEREFORE, the parties to this contract agree to the following: 1, Manner and time for Cornuletlon. The Contractor agrees with the City to furnish all supervision, labor, tools, equipment, materials and supplies necessary to rm and to rform, said work at Contractor's own expense in accordance with the ?, contract documents and any applicable City ordinances and state and federal laws,within d 40 working days from the date Contractor is ordered to proceed, which order shall be ;? issued by the Director of Public Works within ten (10) days after the date of this contract. , t. 2. Prevailing W@ges. All labor utilized in the construction of the aforemention " improvements shall be paid a wage of no less than the prevailing hourly rate of wages for work of a similar character in this locality, as established by Department of Labor and Industrial Relations of the State of Missouri, and as established by the Federal Employment Standards of the Department of Labor. Contractor acknowledges that Contractor knows the prevailing hourly rate of wages for this project because Contractor has obtained the prevailing hourly rate of wages from the contents of Special age Determination No. 94-026-0007 in which the rate of wages is set forth. The Contractor further agrees that Contractor will keep an accurate record showing the names and occupations of all workmen employed in connection with the work to be performed under the terms of this contract. The record shall show the actual wages paid to the workmen ;f in connection with the work to be performed under the terms of this contract. A copy of r T� the record shall be delivered to the Director of Public Works each week. In accordance k with Section 290.250 RSMo, Contractor shall forfeit to the City Ten Dollars ($10.00) for each workman employed f or each calendar day or portion thereof that the workman s paid less than the stipulated rates for any work done under this contract, by the Contractor or any subcontractor under the Contractor. 3. Insurance. Contractor shall procure and maintain at its own expense during the ' life of this contract: i '. a Workmen's Compensation Insurance for all of its employees to be engaged � . in work under this contract. !. Y (b) Contractor's Public Liability Insurance in an amount not less than $1,000,000 for all claims arising out of a single occurrence and $100,000 for any one person in a single accident or occurrence, except for those claims governed by the provisions of the g RSMo., and Contractor's Property Missouri Workmen's Compensation Law, Chapter 287, ° Damage Insurance in an amount not less than $1,000,000 for all claims arising out of a single accident or occurrence and $100,000 for any one person in a single accident or occurrence. p p K-�+m• nc >.�r r�'^^ 4 r ir, r '; At,r A'yt.tl �i4"i +4 tr A 'S f•', vF 5 t'. I 'rJ l 2 t�-± r �tRi frr4 'S" tc uyt t• t �. z i ry .. 1 i k f 1 i ��,} Iari :. l i � y•y' i jUl '$.d:h 'Y F..: 1 1 1 t N !a'F •�tffdtt�cR .. ts^-.+t �.t t & y��9�'�s fi; } )! 5 .1. ''�'t x, °'r~ R r• > gr ..u �( k x,r �i(M ,� s .r` �, .!rK. �♦♦ +'k'i t ,; +Vk' '' t, g{}`i„ ttt '; r .,:f+k �"it:t�lR!' ;�F't.. 1} .C�12" •, 1: 3 ib 2i:, fs�'. C 1 ,� „�� .{�4' 4' Ji'�"!.'S 7!1 ' ¢ �F 1f..i'iP' )�t''"•'4 SY��}. i;tl -..i } '-�� r�s r,}tf}i i .cr nit�Y a� .,i'�?��Fd'•rf` '`u{ y,77't�c .k-H rl Si V"�.m .Jf..l7:r hxT..,y;,.`�w�::` .6.;�..:„tr.�� ...,....5�`� t , .:i f (c) Automobile Liability Insurance in an amount not less than $1,000,000 for all claims arising out of a single accident or occurrence and $100,000 for any one person ,{ s in a single accident or occurrence. (d) Owners Protective Liability Insurance The Contractor shall also obtain at 7 r << its own expense and deliver to the City an Owner's Protective Liability Insurance Policy naming the City of Jefferson as the Insured, In an amount not less than $1,000,000 for all claims arising out of a single accident or occurrence and $100,000 for any one person ., .. In a single accident or occurrence, except for those claims governed by the provisions of the Missouri Workmen's Compensation Law, Chapter 287, RSMo. No policy will be A accepted which excludes liability for damage to underground structures or by reason of blasting, explosion or collapse. ;; (e) Subcontracts - In case any or all of this work is sublet, the Contractor shall require the Subcontractor to procure and maintain all insurance required In r, Subparagraphs (a), (b), and (c) hereof and in like amounts. LRjr rjF,4 5 i t Scope of insurance and Special Hazard. . The insurance required under Sub-paragraphs (b) and (c) hereof shall provide adequate protection for the Contractor r ± , and its subcontractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly employed by it, and also against any special hazards which may be ;ra encountered in the performance of this contract. ;. NOTE: Paragraph (f) is construed to require the procurement of Contractor's protective insurance (or contingent public liability ard contingent property Y dama a policies) by a + general contractor whose subcontractor has employees working on the project, unless the general public liability and property damage policy or rider attached thereto of the ' r general contractor provides adequate protection against claims arising from operations + ' by anyone directly or indirectly employed by the Contractor. 4. Contractors Responsibility for Subcontractors. It is further agreed that ` Contractor shall be as fully responsible to the City for the acts and omissions of its subcontractors, and of persons either directly or indirectly employed by them, as 4 . Contractor is for the acts and omissions of persons it directly employs. Contractor shall cause appropriate provisions to be inserted in all subcontracts relating to this work, to � x Y bind all subcontractors to Contractor by all the terms herein setforth, insofar as applicable to the work of subcontractors and to give Contractor the same power regarding ,M termination of any subcontract as the City may exercise over Contractor under any provisions of this contract. Nothing contained in this contract shall create any contractual r relations between any subcontractor and the City or between any subcontractors. Y�N 5. k1guldated Damages. The Director of Public Works may deduct $500.00 from any amount otherwise due under this contract for every day Contractor fails or refuses to , t.. prosecute the work, or any separable part thereof, with such diligence as will insure the iaR completion by the time above specified, or any extension thereof, or falls to complete the work by such time, as long as the City does not terminate the right of Contractor to ' proceed. It is further provided that Contractor shall not be charged with liquidated 14�F{p damages because of delays in the completion of the work due to unforeseeable causes beyond Contractor's control and without fault or negligence on Contractor's part or the part of its agents. 7n 1 it'`" k1'l Fr i 5 jai � o-�i�} yY �r�xp �t x�'t• yM}�+i�E.u4 tS.. �� r i { r,= _ 5z'" �� rte #` ;{�r°•,b�Ylf"'{Y�St7 t+x� r1 H d�.t t�,, ,'a", vt M2'. . S,d�y 111111 Ell ��j'"+.t., �4 aa�+•�r "{I37� n is l' )ahi,y��{�R > FL s'F Y}�5, "Si¢�!{:z i"y�1 � F. { '`� 5? G�1-�«� . r��!.Y 1•ri t As� '�p� '�f�td�#1s:�K�k ,',-k�3 � � r} .,�lxnw,�kMa rV� L: - 6. 1'orrainatlon. The City reserves the right to terminate this contract by giving at ` . least five (5) days prior written notice to the Contractor, without prejudice to any other rights or remedies of the City should the Contractor be adjudged a bankrupt, or if Contractor should make a general assignment for the benefit of its creditors, or if a receiver should be appointed for Contractor or for any of its property, or if Contractor should persistently or repeatedly refuse or fail to supply enough properly skilled workmen � or proper material, or if Contractor should refuse or fail to make prompt payment to any person supplying labor or materials for the work under the contract, or persistently .} disregard Instructions of the City or fail to observe or perform any provisions of the l s; contract. f, 7. City s Right to Proceed In the event this contract is terminated pursuant to Paragraph 6, then the City may take over the work and prosecute the same to completion, by contract or otherwise, and Contractor and its sureties shall be liable to the City for any costs over the amount of this contract thereby occasioned b y the City. In any such case the City may take possession of, and utilize in completing the work, such �. materials, appliances and structures as may be on the work site and are necessary for s ' completion of the work. The foregoing provisions are in addition to, and not in limitation of, the rights of the City under any other provisions of the contract, city ordinances, and : ;. state and federal laws. 8. Indernniri. The Contractor agrees to defend, indemnify, and save the City harmless from and against II g a claims, suits and actions of every description, brought against the City and from all damage and costs by reason or on account of any injuries or damages received or sustained by any person or persons, or their property, by Contractor, its servants, agents or subcontractors In the construction of said work, or by +N, any negligence or carelessness in the performance of the same, or on account of any act or omission of Contractor, its servants, agents, or subcontractors, or arising out of the +.r award of this contract to Contractor. i 9. Payment for Labor and Materials. The Contractor agrees and binds itself to pay p- for all labor done, and for all the materials used in the construction of the work to be completed pursuant to this contract. Contractor shall furnish to the City a bond to Insure the payment of all materials and labor used in the performance of this contract. 10. SupRlies. The Contractor is hereby authorized and directed to utilize the City's ,s sales tax exemption in the purchase of goods and materials for the project as set out in Section 144.062 RSMo 1966 as amended. Contractor shall keep and maintain records r and invoices of all such purchases which shall be submitted to the City. , 1,1101111101118 ..,' •! t", ". F „ ayC,>yyr arry'.'�°7:'t kip�, X1K {}s}: '`�"'`' . i, b{ +�"r 3rr r(�}+'�t"s �i•�} � t � 4iv�I' ..`k'•P"• Ik S {hh,.,T}A Y' � r '�'I Y+7iVT�'> f,4 .t' x i`"�,fi t 1 Y.w' ' '1�r•t{i rw'�� r;<k t�'S fr� F�VI I X��+ .�5s�Zilt;,,,."^m t J. k {�'t ty e`� TS � s },� � s rr,• ., �;�� a. F h a. �, F�`F, . r ff c ? �k +jai k'� +W�- �+ �j,r�.� r fs''•`!'�'t. A•+t�, nx.a 'd }ri!°y{• sJ?T)t 4t(,� ' 't '' rF� • '�,"' 1 4¢t ` jf q l• S' .r �' ut�r 2,.��A }4S} ' 4��i >t. .'��4?' Y`.w"cMe l7y�hz }}^ tj�/,'," 11y+'•ro s � '. ` "! ^. �!x �° eT. s°�b t Y'� f v r' `. ,e Er;�`wk6 s•y s«;K n � ~'�'��i hwF�,r7.7:��; ''j:��i",a�'�>'i''��w^5"t✓+d�,,4�' ,r�+�?�i u'.'�al�i °3"t� r; 1�.n*h.�,t�iYt�w��c.^ S �°'?' 11• py t. The City hereby agrees to pay the Contractor the work done '• pursuant to this contract according to the payment schedule set forth in the Contract Documents ai upon acceptance of said work by the Director of Public Works a d In accordance with the rates and/or amounts stated in the bid of Contractor dated'�,n_ , � which nt are by reference made a part hereof. No partial payment to the Contractor shall operate as approval or acceptance of work done or materials furnished hereunder. The total a ,moun,t of this contract sflall not exceed ,. 5 1-7/3 00 jno x, 12. Contract Documents. The contract documents shall consist of the following: a. This Contract f. General Provisions ' b. Addenda g. Special Provisions rr.q c. Information for Bidders h. Technical Specifications a d. Notice to Bidders I. Drawings and/or sketches e. Signed Copy of Bid ,?co ;9 tV. This contract and the other documents enumerated in this paragraph, form the r = Contract between the parties. These documents are as fully a part of the contract as if '.w r attached hereto or repeated herein. i di N 13. Nondiscrimination. The Contractor agrees in s � g the performance of this to discriminate on the ground or because of race, creed color, national • is contract not sex, religion, � � origin or ancestry, g handicap, age, or political opinion or affiliation, against any employee of Contractor or applicant for employment and shall include a similar provision In all subcontracts let or awarded hereunder. 14. notices. All n otices required to be in writing may be given by first class mail addressed to the Director of Public Works City of Jefferson, 320 East McCarty, Jefferson City , � �Mio sours , 65101 , and Contractor at k 90L,5 inn roo The °i date of delivery of any notice shall be the second full day after the day of its mailing. 15. JudedIction. This agreement and every question arising hereunder. shall be t w. interpreted according to the laws and statutes'of the State of Missouri. t. ,�r `� st 1 s $� � �d><s 1E S� ��.y+''� "el' � 1 Y �' 't rtn3t ti• i a 'W I+. :tF' ..y�lf 1 't r rti! Y� 1'{r t ,s, :STi^. y.r � i. •�.�i ,7 'Via^' n it i,' 'P.iS4�riS 3 tit S� r i t � tlt.,;, �.' r .l .t} .4.�� :�. r. + .Jr Vii.,.sir;t..,;�is`yt':t' .p,�nN� �i iylx ��$: '!:N x,' c'.,'�•°i:,; t" :+.� t45C ink � !), d ;;;` .f I ' .} :' 4. + f r'. t �5 r .,'J� 1�:;aj l4 ' n �:+.fs ' c� ,a.` �kY 4`c•<ti..,;�tk):j':ita;°, j.s{ .Y+� i s ?�G t.. t^, a '! r +x:. ..y. .. .t, 1 + ^ '.t c �. 3 r 71`. � l .:1 x1 � � Y � rt!`�X �.�� +{ L�(� �•',, ji � T`j r ..'`} S it ':T. .'�,' .� �:. ..+.„ 5. ..:?wn .ra ,r:.J .,..vr..f.,r:.r.7:1 ,r{•..t 't•, a, y.)`r�+. S,.4r`t!hl''?aF�t, ff •d��' i j h{t :ray ' r '8 vA yy k.r +si 1. ii^•� f� • Isr / C� t ` t kv < y.T A Sr' IVY, t k�§ 4�� vtq ``! r 1 �; F„...4j;a;i I i;.r!:'s•a:aut w• aS'.T'iy. s i.t' a l � t' '� fi•1�k+��=` �. 4 t_ •y„t.,..fJ,�:`'"��. 5. 1� '1. s ��aypp t' n:v�� ;;�,J'"is r r �' i .t,'{j'.r f ,yia+�'kr't• 3X`Jr`,+:�'i,k 5. C�u�' 1> _3'y z••.ti v 7 } 4. i,�. {71Rt r. 1. �. 'il" 17 7 i.., � ��'a`t.t F�}�txt, "�+�'��"y ,i•t,?'yJ 1.4,�.�'�s.t y� S+[��SL,� 3 '1 S�,sn f�tl .t s ,, si , 1 .y +i � 1,k F1 .T� .'� .}�}n.(4yt! [Nl A !' � �'"� E a (.�t/ r b 3 Y 'h i.. .•� f n. 1 y i +1x ry •+3 .t t{FS +t Fir . n. iLlit f .t. s T .. ' i ,� L t [f „( y t t i ' 1. f� 1 F s� P ,7 y t. � �•e t �.E' 't } t t.1; �..,t tt f�s.t tt ii i�#r}'��!itt+T + �` �t',�` cs �rr�•xih�Ct'�{('7r1ii4y {ttb �,S.,S, k t il�. t� .:T l: {� r. l. t r , 5 vv� '"1r !' R1Q7a�i Ifw?':IFJ{l�M�tMr�•. 'wt+pr..+»wyr cy. .....; ,. .. .; a �;+5�ny;,�;.'1��yso�i'-•+.'`�a� �`�'j''�i�^�?�tafi��ypt�. �ate .. r,•.y��S�xjA� r hta�,t:iYa. ��it¢ e«r�t�$�,�.warY�9e'r��,f{.�1'trt"�.�q+;g�4;�s,�i'� ,i"'�� '.�.. ��'�illT� � 3 ' GENERAL PROVISIONS • FORWARD Y The following Articles GP-1 through GP-46 are "General in the Special Provisions. Provisions of the Contrail", modified as set forth GP-1 CONTRACT DOCUMENTS it Is expressly understood and agreed that the Contract Documents comprise the N Instruction to Bidders, General Provisions, Notice to Bidders, Guarantee Bond, Special Provisions, Bid, Contract, Performance and One Year Specifications, other documents listed in the Table of Contents and bound in this Volume. Plans, all Addenda thereto issued prior to the time of opening bids for the work, all of which are hereto attached, and other drawings, specifications, and engineering data which may be fumished by the Contractor and approved by the Owner,together with such additional drawings which may be furnished by the Engineer from time to time as are necessary to make clear and to define in greater detail the intent of the specifications and drawings, are each and all component parts to the agreement governing the work to be done and the materials equipment to be furnished. All of these documents are hereby defined as I : the Contract Documents. s. The several parts of the Contract Documents are complementary, and what is called for by any one shall r#. be as binding as If called for by all. The intention of the Documents is to include the furnishing of all materials, labor, tools, equipment and supplies necessary for constricting g complete and ready to use the work specified. Materials or work de3cribed in words which so applied have a well known technical or trade meaning shall be held to refer to such recognized standards. The Contrail shall be executed in the State and County where the Owner Is located. Three (3) copies of the contrail documents shall be prepared by the Contractor, each containing an exact copy of the fix. A"e Contractor's bid as submitted,the Performance Bond properly executed, a Statutory Bond where required, and the contract agreement signed by both parties thereto. These executed contract documents shall be t' filed as follows: Two with the Owner ` One with the Contractor 't GP-2 DEFINITIONS Wherever any work or expression defined in this article, or pronoun used in its stead, occurs In these contract documents, it shall have and is mutually understood to have the meaning herein given: 1• "Contract" or"Contract Documents"shall Include all of the documents enumerated in the previous article. 2• "Owner", "City", or words "Parry of the First Part", shall mean the party entering Into contract to secure performance of the work covered by this Contrail agents. his or its duly authorized officers or agents. 3• "Contractor" or the words"Party of the Second Part" shall mean the party entering into contract for the performance of the work covered by this contract and his duly authorized agents or legal representatives. 4. Subcontractors" shall mean and refer.to a corporation, partnership, or Individual having a direct contract with the Contractor, for performing work at the job site. 6. "Engineer" shall mean the authorized representative of the Director of Public Works, (i.e., the Engineering Supervisor). r; . �4P;€ .0 ;.yygst$' SAY�r�'?4'pi,.yT,'.�'.�{.i t acuv�d'�., '},s� •.1- �.L%;�" a:.�.tve ,;. x ..n. '��'•� �i;� rh��'�.•�-,'�e�hli�fl`L4n^�.�yc �"' 6�*'.1��i;?'�;;?�.� �1•y� t3p,�iy�•. �: J k*Y}4�t% 41�t `C%M'•St e�Yr�' �i s,• f{ t t� y 11��t y .A. tr t n% k•. :. 1 .Y,., i{ - .jln•. .!t`u(�,, ,.;` � �' LS% fir` t.w �� -iJ^. $�^f :C. :��$�� '�`h a,^N,.,y •t°3 �;„x".'dY M'pr#F;i4'iijlu 'ta 5r,r�r4 , i a,t{ri9;x+1.a}rs:4. 7 ' 8'U 'k� .'"s l..t,� a ., t'][' rt�ey, I " r ;i� *+jn'sF#' .Y` i. t t t .' . t i!h+ M FYA''WS�� f r♦R ° 'i�'2't}�`�,✓5..tn��s s t'q� � 4§�Zil r �a a k��S� z �� cY �r• �'M` J,�� }+ uP�,,-ra�,cx�� r-` '' h � I r �� "C d y '��t•Vut,a 4 c�.7�� S s L" a 4a �i��1h f ,C. dT�3h e;i.^7. } C.�.�'i-r •/,..1 i"'ty'('7n.5. 'JSt fityt' ift+.y £'.�kc�r.t"e�'G�'t k'�jiY 6. "Construction Representative" shall mean the engineering or technical assistant dui authorized b the E y eY Y Engineer Iimitc�i to the particular duties entrusted to him or them as subsequently set forth herein. 7. "Date of Award of Contract" or words equivalent thereto, shall mean the date u n whi successful bidder's proposal Is accepted by the City. Po ch the 8• "Day"or"days", unless hereln otherwise ©xpressly defined, shall mean a calendar day or days of twenty-four hours each. if �t 9• The work" shall mean the work to be done and the 011 me other meaning Is Indicated bylithe context.terials to be furnished under this contract, unless so 10. "Plans" or"drawings" shall mean and Include all drawings which may have been rep a th Engineer as a basis for proposals, all drawings submitted by the successful bidder�with his PMPosal and by the Contractor to the City, if and when approved by the Engineer, and all drawings submitted by the City to the Contractor during the progress of the work, as provided for herein. r 11. Whenever in these contract documents the words "as directed" "as ^ " permitted", "as ' 041, allowed", or words or phrases of like i required , as allowed", or Import are used, it shall be understood that the direction, Permission, or allowance of the City and Engineer is intended. 12. Similarly the words " " "reasonable", ,. „ " e -' approved , suitable , "acceptable", " words of like effect and Import,unless otherwise particularly p "property", "satisfactory", or reasonable, suitable, acceptable, proper or satisfactory in the judled he ei the CRY n an d roved' ,t4 rtY Engineer. �sy' `" 13• Whenever any statement Is made in these Contract Documents containing the expression "it is understood and agreed" or any expression of the like Import, such expression means the mutual {; understanding and agreement of the Contractor and the City. 14. "Missouri Highway Specifications" shall mean the latest edition of the "Missouri Standard tt 'o ns for Highway Construction" prepared by the Missouri Highway and Transportation ®P-3 THE CONTRACTOR �C s it Is understood and agreed that the Contractor, has by careful examination satisfied himself as to the nature and location of the work, the confomtation of the ground, the character, quality and quantity of the materials to be encountered,the character of the the prosecution of the work, the general local conditions, all other matterrss which can any during r} the work under this Contract. No verbal agreement or conversation with any officeragent o em affect of the City, either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. The relation of the Contractor to the City shall be that of an independent contractor. QP-4. THE EN®iNER The Engineer shall be the City's representative during the construction period and he shall observe the to * in loch s f behalf of the City by a series of periodic visits to the job site. He shall h the City, eve authority i<r The Engineer SWurnes no direction of employees of the Contractor or subcontractors and no supervision Of f#te conrttruotlon a duffles or responsibility for their safety. The Englneees sole re oortatrttction Is to the City to endeavor to protect defects and deficiencies In the work.responsibility during i ;4e I` Y q � n1 C 1 d ,Y .iy;•. n^I•!z:�}'i,C`S•rtirv. �i .R �7^£'�sFy�lr,,nai s f' l�Al�i4 r l�' i.'k- 11 t. hi Any plan or method of work suggested by the Engineer, or other representative of the City, to the Contractor, but not specified or required, If adopted or followed by the Contractor In whole or In p be Used at the risk and responsibility of the Co art, shall responsibility therefore. Contractor; and the Engineer and the City will assume no QP-5. W_NR COIncld8nt with the execution Of the Contract the In the full amount of the contract Sum. This, Contractor shall furnish a good and Sufficient surety bond surety bond,executed by the Contractor to the City, shall be a guarantee: (a) for the faithful performance and completion of the work in strict it he terms and Intent of the contract documents; (b) accordance with t the gay ment of all bills and obligations arising from this COntract which might In any Mariner become a claim ainst the City; (c) 'for the Payment to the City of all SUMS due or which May become due by the terms Of the contract, as well as by reason of any violation thereof by the Contractor; and for a Period of one year from and immediately following the acceptance of the completed project by the City,the payment to the C of all damage loss and expense which occur to the City by reason of defective materials used, or byre ason of defective or Improper workm'cahnsmay In the furnishing Of materials, labor, and equipment in the performance of the said contract. hip done, All Provisions of the bond shall be complete and In full accordance with statutory requirements. The bond shall be executed with the property sureties through a company licensed and qualified to Operate in the state and approved by the City. Bond shall be signed by an agent lesldent in the ate and date of Mond shall be the date of execution of the contract. st bo If at any time during the continuance of.the contract 11119 surety on the Contractor's bond becomes shall furnish to the satisfaction of the City within ten (10) days after notice to do re s Ic he IM99ponsible, the City shall have the right to require additional and sufficient su tIG wh h t Contractor so. In default thereof, the contract may be suspended, all Payments or money duo the Contractor withheld, and the contract COnVIeted as hereinafter provided. nt Id n1ra t GP-6- INSURANCE QP-6-11 GENERAL. The Contractor shall secure, pay for and maintain during the life of the Contract, insurance of such types and amounts as necessary to protect himself, and the City, against all hazards enumerated herein. All Policies shall be.In the amounts, form and companies satisfactory to the City. The Insuring company shall deliver to the CRY certificates of all Insurance required, signed by an authorized representative and stating that all provisions of the following Specified requirements are compiled with. All certificates of Insurance required herein shall state that ten (110) days written not will City before the policy is canceled or changed. Acation s onsurance shall be delivered to t 10a be given to the prior to the time that any operations under this are started. he ,City All Of said Contractor's certificates of Insurance shall be written in an Insurance company authorized to do business In the State Of Missouri. i. GP-6-2 BODILY INJURY LIABILITY A. PROPERTY DAMAGE LIABILITY INSURANCE (1) Bodily Injury Liability Insurance coverage providing limits than$1,000,000 per person and$100,000 per occurrence for bodily Injuries, including death,of not less (2).Property Damage Liability Insurance coverage for limits Of not less than$1,000,000 nor less than$1,000,000 aggregate to limit for the Policy year. Per one Occurrence .. .............. •t' ,F �� ,y :��t F , r�, +� `�} 'j+ .tC ..>�t.r'=`: 'D. i !�,..; t.t jrsY. "� i ;,,a 3' ,i:zk: GP4.3 CONTRACTOR'S PROTECTIVE BODILY INJURY LIABILITY & PROTECTIVE PROPERTY DAMAGE LIABILITY INSURANCE: (COVERING OPERATIONS OF SUBCONTRACTORS) ;t (1) Contractors contingent policy providing limits of at least $100,000 per person and $1,000,000 per occurrence for bodily Injury or death. (2) Property Damage Liability providing limits of at least $1,000,000 q. 9 per ocaumerroe and $1,000,000 aggregate. GMA CONTRACTUAL LIABILITY F . Property Damage coverage with$1,000,000 aggregate limit. Tqr k GP-65 gWNER'S PROTECTIVE LIABILITY AND PROPERTY DAMAGE INSURANCE k `. The Contractor shall purchase and maintain Owner's Protective Liability nd Property party Damage Insurance Issued in the name of the Owner and the Engineer as will protect both against any and all claims that might aril®as a result of the operations of the Contractor or his subcontractors in fulfilling this contract. 4 S ;; The minimum amount of such Insurance shall be the same as required for Bodily Injury Liability and Property Damage Liability Insurance. This policy shall be filed with the Owner and a copy filed with the Engineer. FIN �Y G12-6,6 EXCLUSIONS t: The above requirements GP-1.2, 1.3, 1.5 for property damage liability shall contain no exclusion relative ; i to: r- (1) Blasting or explosion. (Consult Technical Specifications Part I for possible deletion of this requirement on subject project.) (2) Injury or destruction of property below the surface of the ground, such as wires, conduits, pipes, mains, sewers, etc., caused by the Contractor's operations. (3) The collapse of,or structural injury to, any building or structure on or adjacent to the Ctty's premises, or injury to or destruction of property resulting therefrom, caused by the removal of other buildings, ' structures, or supports, or by excavations below the surface of the ground. 1 GP-6.7 AUTOMOBILE BODILY INJURY LIABILITY&AUTOMOBILE PROPERTY DAMAGE LIABILITY iN!SURANCE Contractor shall carry in his nary,additional assured clauses protecting City, Liability Insurance with Bodily ^` Injury or Death Limits of not less than$100,000 per person and$1,000,000 per occurrence, and property fi damage limits of not kiss than$100,000 with hired car and non-owned vehicle coverage or separate policy carrying similar limits. The above Is to cover the use of automobiles and trucks on and off the site of the project. GIM-6.8 EMPLOYER'S LIABILITY AND WORKMEN'S COMPENSATION H Employees and Workmen's Compensation Insurance as will protect him against any and all claims resulting from Injuries to and death of workmen engaged in work under this contract, and in addition the Contractor shall carry occupational disease coverage with statutory limits, and Employers Liability with a limit of s� $100,000 per person. The"All State" endorsement shall be included. In case any class of employees Is not protected under the Workmen's Compensation Statute, the Contractor shall provide and cause such contractor to provide adequate employer's liability coverage as will protect him against any claims resulting from injuries to and death of workmen engaged in work under. F this contract. a r �1i` �•i �, ° 8 i .,r fit• ?n vt , t.w l}�.��'�p,,...t;1.. ,F .t'n �r. � �E,;. yµ ��F�4+�,.ct �, rfjgr tFr 4�p+fit. Pig tr�{�. �+ 1 iltl°"4 Y •. :. � fit. F •�. =:. :...`..w ,. ,:,r }fk 6., iyy, ' �a �7{t :�..A 9,, 6 t.i .'%er<-vt r x. �' t +�i.. Y.., r.. `.};,, lt. Z..}.t td! :� * �-K.,.ar .•'' " '�'�� T'�,Y�t�V ..'""�II��I �. }''"x �'� •y�`Yy� � � 4$��k#f t�t'dc � "s'r ,�rf k/{+r.$-'�'g '4 `a`+tJ .iiei�tll4lVNFldli�ClAbrXrYw�:.«x3�• , GP-6.9 INSTALLATION FLOATER INSURANCE w This Insurance shall insure and protect the Contractor and the City from all insurable risks of physical loss or damage to materials and equipment, not otherwise covered under Builder's Risk Insurance, when in warehouses or storage areas, during installation, during testing and until the work Is accepted. It shall be of the"All Risks"type,with coverage designed for the circumstances which may occur in the particular work ' Included in this contract. The coverage shall be for an amount not less than the value of the work at �F. completion, less the value of the mater'ai and equipment insured under Builder's Risk Insurance. The t value shall Include the aggregate value of the City-fumished equipment and materials to be erected or ' installed by the Contractor not otherwise insured under Builder's Risk Insurance. ,.* Installation Floater Insurance shall also provide for losses, N any, to be adjusted with and made payable to the Contractor and the City as their interests may appear. If the aggregate value of the City-furnished and Contractor-fumished equipment is less than $10,000 such (" equipment may be covered under Builder's Risk Insurance, and If so covered, this Installation Floater ►J insurance may be omitted. �tx GP-6.10 CONTRACTOR'S RESPONSIBILITY FOR OTHER LOSSES For the considerations in this agreement heretofore stated, in addition to Contractor's other obligations,the Contractor assumes full responsibility for all loss or damage from any cause whatsoever to any tools owned { by the mechanics, any tool machinery, equipment, or motor vehicles owned or rented by the Contractor's, ' Igo} his agents,sub-oontractors, material men or his or their employees;to sheds or other temporary structures, scaffolding and staging, protective fences, b ;aE ridges and sidewalk hooks. The Contractor shall also assume rP responsibility for all loss or damage caused by, arising out of or incident to larceny, theft, or any cause whatsoever (except as hereinbefore provided) to the structure on which the work of this contract and any modifications, alterations, enlargements thereto, is to be done, and to materials and labor connected or to p permanent materials, and supplies necessary to the work ;, ,,�� •• be used as a art of the • OP-6.11 CONTRACTOR'S RESPONSIBILITY ON DAMAGES & CLAIMS INDEMNIFYING CiTY r The Contractor shall indemnify and save harmless the City and Engineer and their officers and agents, of and from all losses, damages, costs expenses, ' � xpe , judgments, or decrees whatever arising out of action or suit that may be brought against the City or Engineer or any officer or agent of either of them, for or on ;q. account of the failure, omission, or neglect of the Contractor to do and rform an of the covenants, acts, ' matters, or things by this contract undertaken to be done or perfomredOr for the injury , death or damage caused b y the negligence or alleged negligence of the Contractor or his subcontractors or his or their ' agents,or in connection with any claim or claims based on the lawful demands of subcontractors, workmen, 'r material men, or suppliers of machinery and parts thereof, equipment, power tools and supplies incurred In the fulfillment of this contract. GP-6.12 NOTIFICATION IN EVENT OF LIABILITY OR DAMAGE tkm` Upon the occurrence of any event, the liability for which is herein assumed, the Contractor agrees to t ' forthwith not�Y the City, in writi ng such happening, which notice shall forthwith give the details as to the ;} happening, the cause as far as can be ascertained, the estimate of loss or damage done,the names of witnesses, If any, and stating the amount of any claim. GP-7. ASSIGNMENT OF CONTRACT The Contractor shall not assign or transfer this contract nor sublet it as a whole,without the written consent of the City and of the Surety on the Contractor's bond. Such consent of Surety, together with copy of ' j assignment, shall be filed with the City. No assignment, transfer or subletting, even though consented to, is shell relieve the Contractor of his Ilabilifles under this contract. Should any assignee fail to perform the work undertaken by him in a satisfactory manner,the City may at his option annul and terminate Assignee's contract. t y ,,;N r.C•'.'S'S..^ ''+' y c W t �' ".�'�p�+ '4,�y�il`l'�•�` r••,ar:4Lfi 11vL�t` k.t°^�*3a �j'7-32 F "�{� t [Ztiro asy Y! 1 rG p t'. • }S ,� M "��'\i ..�'n .t /,.'Y 1 � Y.��"fy t i�g� 'y7w1'Wf I d.V � i%, �. �• fI Y d r ¢} a IN ,} �} .iry � 7}'� � - i U,�$It}#�.�5 •3.,I '�{ky?}•MM t� t } - St ''}+•':yS}? 1r F+^r •,1�. �. ��y MA rr, r i '3 i,Mrt t1 ,{j r .tr '`'U''rxi ltrt ,5R i' Y. it, + �'� ��.Si $y,<..r}r it q i t , >• ? S �'1(- t�'4 J «� t� �� i� 't ` -• r .�H' i ci�t `,r lay; 5' t, , S'�} ' :,,fy '' } ^r+.a-•'sws T: I"f'+x?!1 ZHp � g,,'} �`� i._if.. I�t�1, ,,,,. ,��y .. Sx + .i��' '- i 3; %:r� .;4jtN� �:��.. x r:i �.;. :s } ��C� c 'f •` t��u�� r 4�'i`.� '`�'N' c �r ' GP-8. SUBCONTRACTS, PRINCIPAL MATERIALS & EQUIPMENT Prior to the award of the contract, the Contractor shall submit for approval of the City a list of subcontractors and the sources of the principal items of materials and equipment which he proposes to use E: in the construction of the protect. The Contractor agrees that he Is as fully responsible to the City for the acts and omissions of his subcontractors and of person either directly or Indirectly employed by them as he is for the acts and omissions or persons directly employed by him. Any notices to the Contractor shall be considered as notice to any affected subcontractors. Nothing contained In the Contract Documents shall create any contractual relation between any subcontractor and the City. No officer, agent or employee of the City, including the Engineer, shall have any power or authority whatsoever to bind the City or incur any obligation in its behalf to any subcontractor, material supplier or •f,Y'.t�a other person in any manner whatsoever. 6 r DIN GP-9. OTHER CONTRACTS rt.t~'r The City reserves the right to let other contracts In connection with this work. The Contractor shall afford >a, other contractors reasonable opportunity for the introduction and 'storage of their materials and the execution of their work, and shall properly connect and coordinate his work with theirs. , i If any part of the Contractor's work depends for proper execution or results on the work of any other = � contractor, the Contractor shall inspect and promptly report to the Engineer any defect in such work that renders it unsuitable for such proper execution and results. His failure so to inspect and report all constitute an acceptance of the other contractor's work as fit and f, proper for the reception of his work, except as to defects which may develop in the other contractor's work after the execution of his work. j w Wherever work being done by the City's forces or by other contractors Is contiguous to work covered by y this Contract, the respective rights of the various interests involved shall be established by the Engineer, In order to secure the completion of the various portions of the work in general harmony. GP-10. LEGAL RESTRICTIONS, PERMITS AND REGULATIONS r " " The Contractor shall procure at his own' y p expense all necessary licenses and permits of a temporary nature ' K and shall give due and adequate notice to those in control of all properties which may be affected by his operations. Rights-of-way and easements for pemmanent structures or permanent changes in existing facilities shall be provided by the City unless otherwise specified. The Contractor shall give all notices and comply with all laws, ordinances, rules and regulations bearing on the conduct of the work as drawn or specified. GP-11. ROYALTIES AND PATENTS it Is agreed that all royalties for patents or patent claims, infringement whether such patents are for processes or devices, that might be Involved in the construction or use of the work, shall be included in the contract amount and the Contractor shall satisfy all demands that may be made at any time for such and ' shell be liable for any damages or claims for patent infringements, and the Contractor shall at his own expense, defend any and all snits or proceedings that may be instituted at any time against the City for Infringement or alleged Infringement of any patent or patents Involved in the work, and In case of an award of damages, the said Contractor shall pay such award;final payment to the Contractor by the City will not be made while any such sups or claims remain unsettled. gp r• A,Y'�AifS�,i:�utff l��L6uGs+ :Lt'aflni'i4kKt%A 'k6iq�lY�t?n4Mc`eaasrtw{n�M4YGWt+Y�itBN.{S'ki'ti�lelitias!tMtn'f54if�lr"vat*3..YY?nea.t:xr"n....:....._...�,.__.........:.:.nnrravrYidK+r. 'P �. .t'�! : ' y�St GP-12. SCOPE AND INTENT OF SPECIFICATIONS AND PLANS QA GP-12.1 GENERAL ; These Specificatlons and Project Plans are intended to supplement, but not necessarily duplicate each other, and together constitute one complete set of Specifications and Plans so that any work exhibited in r a tte one and not in the other, shall be executed Just as if it has bean set forth in both, in order that the worts shall be completed according to the complete design of the Engineer. s -5}` } Should anything be omitted from the Specifications and Plans which Is necessary to a clear understanding of the work, or should it appear various Instructions are In conflict, then the Contractor shall secure written ' Instructions from the Engineer before proceeding with the construction affected by such omissions or discrepancies. It is understood and agreed that the work shall be perfomied and completed according to the true spirit meaning and intent of the contract, specifications and plans. GP-12.2 FIGURED DIMENSIONS TO GOVERN Dimensions and elevations shown on the plans shall be accurately followed even though they differ from scalsd measurements. No work shown on the plans, the dimensions of which are not Indicated shall be k' exmded until the required dimensions have been obtained from the Engineer. '„` +•`51��.` �t AC'S ' 1- GP-12.3 CONTRACTOR TO CHECK PLANS AND SCHEDULES LJ The Contractor shall check all dimensions, elevations and quantities shown on the plans, and schedules given to him by the Engineer, and shall notify the Engineer of any discrepancy between the plans and the conditions on the ground, or any error or omission In plans, or in the layout as given b stakes , n y,• p Y 9 Y points, or instructions, which he may discover In the course of the work. The Contractor will not be allowed to take x . 14 advantage of any error or omission in the plans or contract documents, as full instructions will be fumished by the Engineer should such error or omission be discovered, and the Contractor shall carry out such `R' SS Instructions as 'tf originally %57 specified. rf The apparent silence of the Plans and Specifications as to any detail or the apparent omission from them of a detailed descdptlon conceming any point, shall be regarded as meaning that only the best general practices, as accepted by the particular trades or industries involved, shall be used. . ., ,,. GP-12A STANDARD SPECIFICATIONS Reference to standard specifications of any technical society, organization or association, or to codes of local or state authorities, shall mean the latest standard, code, specification, or tentative specification #` P published g specifically stated otherwise. '. �u�;� 1::+ adopted and bushed at the date of fakir bids, unless GP-13 CONSTRUCTION REPRESENTATIVE AT PROJECT a�tif. The City may appoint or employ such ”Construction Representative" as the City may deem proper, to �: .. observe the work perfomied under this Contract, to the end that said work is perfomned, in substantial "1 + accordance with the plans and specifications therefor. 3l The Project Representative assumes no direction of employees of the Contractor or Subcontractors and K''y.:TCtt'1''tit5 no supervision of the construction activities or responsibility for their safety. The sold duty of the Project 7 r Representative dude in the w g the construction is to the City to endeavor to protect against defects and deficiencies se: work { The Contractor shall regard and obey the directions and Instructions of the Construction Representative so appointed, when the same are consistent with the obligations of this contract and the specifications aF: p Vie.' therefor, provided, however, that should the Contractor object to any order given by the Construction f` Representative, the Contractor may make written appeal to the Engineer for his decision. m_ ' 't f ;A• ,+F { 7.'.�Kit ��i t `f} f� S St � t it tR1y4 +., rt 7 r ''y".E f'•U �'1i��k� t�g5'`l pis' � 1 ''{ `'k^�'"L. w �'•[� f j�`t f }.{ r h ,r r 1 s t r� s X l� r 71' '``'ti jr i c �+¢��n'�tf �G,`,R r 5 i� � +;�c i •.l 1 �ti�i,,.tt 1 s 1 n 1 �'£ ( S 2 f � 1 5 r i "'t 3 + + sr fv s✓ r a.y�, b ,Utt1� M al'•44t h f .;>t � vl �"1t ' �+ SS a -� >5 +Ff qs{� • }#� I! Awl{!'r✓'° c u e t i° k�. t,. �Ie Y ¢s i' � •�, { � �, fit"! rgi�,.4g r �' rC3f —+ Y tk r S'� e ��", S k fi;' tw + ? f Y, 1! s•'P '7 ;sf'ir1' 2%'.lr , ,, �i;g�' {�'�>'C.��`��{g�p>ri�.X, i'�`f y 1• t}`st�%;5+��'t r"�. �ES,sr�t�.'�',r SSS t fa '� �'?� d'. {1 �d �1i�� 4Pr5 ��h'�` t t Y}k �ky��t qt r,r-j� 1�`f�t>`a�t r x 7}Q"t'y '�t��t;ItttY rt t�l"�."'r�ti.{�nfl�5�'�{t 1`'�•G 1. +.�.rt + a• rSf,. + �p,fi �rFi ,tx rr . ctettit ys xki ';d} "Y5s1'.r� ' :�aS f+ F?1�H1 -�,�Ja 1- '•��4`4` ',��j t� it`:i ', tt r 4�.1Z:.; :.. { :�. +s. t�f. .},.,a f !{ .. r. , :+ 44 i: ,r•. {>d S,�'rk,+'uE v N��!..�. a ._..._ ra:.:�='nir_ — ._.. - ._�w� ulnt_�.5..- {_ b. 't• "' „y, The Construction Representative and other property authorized representatives of the City shall be free at all times to perform their duties, an Intimidation or attempted Intimidation of any one of thorn by the Contractor or by any of his employees shall be suffkJ-ent reason, If the CRY so deckles, to annul the contract. Such construction representation shall not relieve the Contractor from any obligation to perform said work strictly In acoordanoe with the plans and specifications or any modifications thereof as herein provWe�,arW work not so constructed shall be removed and made good by the Contractor at his own exiMse, and free of all expense to the City, whenever so ordered by the Engineer, without reference to any previous oversight In observation of work. Any defective material or workinanship may be rejected by the Engineer at ally time before the final acceptance of the work, even though the same may have been previously Overlooked and estimated for payment. The Construclion Representative shall have no authority to permit any deviation from the plans and Specifications except on written order from the Engineer, and the Contra or will be liable for a y n bt P deviallo except On such written ofdor. AM condemned work shall be promptly taken out and replaced by satisfactory work, and all condemned materials shall be pmmptly removed from the vicinity of the work. Should the Contractor fall or refuse to comply with Instructions In this respect the City may, upon certification by the Engineer, withhold payment or proceed to terminate contracts as herein provided. Reexamination of questioned work may be ordered by the Engineer, and If so ordered the work must be unoovered by the Contractor. H such work be done In accordance with the Contract Documents, the City shall pay the cost of reexamination and replacement. H such work be found not In accordance with the Contract Documents,the Contractor shall pay such cost, unless he shall show that defect In the work was caused by another oon.tractor of the City and In that event the City shall pay such cost. The Contractor shall fumish samples of testing Purposes of any material required by the Engineer, and shall furnish any Information required concerning the nature or source of any mate at wh h pro d Ic he poses to use. GP-14 LINES-AND GRADES The Department of Public Works will set construction stakes establishing lines, scopes, and continuous profile grade In mad work, and center-line and bench marks for culvert work, and appurtenances as may be deemed necessary, and will fumish the Contractor, with all necessary Info Ing nes, rmation relat to 11 slopes, and grades, to lay out the work correctly. The Contractor shall maintain these lines, grades, and bench marks and use them to lay out the work he Is to perform under this contract. The Contractor shall notify the Department of Public Works not less than 48 hours before stakes are required. No claim shall be made because of delays if the contractors fail to give such notice. The Contractor shall carefully preserve stakes and bench marks. If such stakes and bench mark becoine damaged, lost, displaced, or removed by the Contractor, they shall be reset at his expense and deducted from the payment for the work Any work done without being piopedy located and established by base 11 s, off ne set stakes bench marks, or other basic reference points chocked by the Construction Representative may be ordered removed and mplaosd at the Contractors expense. QML COM—TRAMORIS RESPONSIBUTY FOR MATERIALS The Contractor shall be responsible for the condition of all materials fumished by him,and he shall replace at his own cost and expense any and all such material found to be defective In design or manufacture, or which has been damaged after delivery, This Includes the furnishing of all materials and labor required for replaoament of any Installed materials which Is found to be defective at any ti p rto e I tion of 060 year fmm the date of final payment. me do the xp ra ........... .... 31 }t• +*r� .;'...g+y ti � '��a .:�' ��d rR�`ac7iwu•Skh�+ :175,x,a'��r't�a .a•SU43�`n,Pr •FtS`'ivr�M,yrcwr:awyc�rTca.i �• _ 4 is� - }y, :t .• ;Y The manufacturer of pipe for use on this project shall certify in writing to the City that all materials fumished «` for use in this project do conform to these specifications. Whenever standard tests are conducted, he shall ;<<A forward a copy of the test results to the City. GP-116- W ' All water required for and in connection with the work to be performed shall be provided by the Contractor at his sole cost and expense. r h GP-117- POWER power All for lighting, po operation of the Contractor's plant or equipment or for any other use by the Contractor, shall be provided by the Contractor at his sole cost and expense. g M, rF _,aT GP-18. SUPERINTENDENCE AND WORKMANSHIP The Contractor shall keep on his work, during its progress, a corn tent superintendent and an necessary (��f P d n8 ►PS Pe Y assMants. The superintendent shall represent the Contractor in his absence and all directions given to him shall be as binding as If given to the Contractor. The Contractor shalt provide proper tools and equipment and the services of all workmen, mechanics, "y a tradesman, and other employees necessary in the construction and execution of the work conte lated ' and outlined herein. The employees of the Contractor shall be co mpetent and willing to perform satisfactorily the work required of them. Any employee who is disorderly, intemperate or incompetent or K. who neglects or refuses to perform his work In a satisfactorily manner, shall be promptly discharged. ,1 Sm It is called particularly to the Contractor's attention that only first class workmanship will be acceptable. GP-19. MAINTENANCE OF TRAFFIC r� { Whenever any street is closed,the Police Department, Fire Department, and Ambulance Services shall be notified prior to the closing. When a portion of the project is dosed to through traffic, the Contractor shall Y provide proper barricades and shall mark a detour route around the section of the project if applicable. The ' route of all detours shall be approved by the Director of Public Works. All detour signing shall conform to the"Manual on Uniform Traffic Control Devices". µ; • Throughout•the project, wherever homes are served directly from a street or portion of a street which is to be reconstructed under this project, the Contractor shall make every effort to provide access to each home °! every night. This worts shall be subsidiary to the construction and no direct payment will be made for it. ' t GP-20. BARRICADES AND LIGHTS All streets, roads, highways, and other public thoroughfares which are closed to traffic shall be protected by means of effective barricades on which shall be placed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway or street on each side of the blocked section. All open trenches and other excavations shall be provided with suitable barriers, signs, and lights to the rol extent that adequate protection is provided to the public. Obstructions, such as material piles and equipment, shall be provided with similar warning signs and lights. All barricades and obstructions shall be Illuminated by means of warning lights at night. All lights used for this purpose shall be kept burning from sunset to sunrise. Materials stored upon or alongside public streets and highways shall be so placed, and the work at all times shall be so conducted, as to cause the minimum obstruction and Inconvenience to the traveling public. N '�'t..<q. _ l arm �..� ....q..... _ ,l•. ... _ .. . .. .i ........ "` �.., ,. .."SY -r.. __ f�:.��:.. .�. .a*.a-S�r..n r All barricades, signs, lights and other protective devices shall be installed and maintained in conformity with applicable statutory aPp requirements, and in conformance with the Manual of Uniform Traffic Control Devices. All necessary barricades, s`ll ns, lights and other protective devices will be furnished, installed and 1 n{ maintained by the Contractor. This work shall be subsidiary to the construction and no direct T be made for ft. payment will GP-21. EXISTING UNDERGROUND INSTALLATIONS ' AND STRUCTURE Pipe lines and other existing underground installations and structures in the vicinity of the work to be done hereunder are Indicated on the plans according to the best information available to the City. The City does not guarantee the accuracy of such information. The Contractor shall make every effort to locate all underground pipe lines, conduits and structures by contacting owners of underground utilities and by prospecting in advance of the excavation. `w Any delays to the Contractor caused by pipe lines or other underground structures or obstructions not r'. shown by the plans,or found In locations different than those indicated,shall not constitute a claim for extra F work, additional payment or damages. <' No payment will be made to the Contractor for locating and protecting utilities and cooperating with their t owners, and any damages caused to the utilities by the Contractor's negligence shall be repaired entirely at the Contractor's expense. S Utilities,other than sanitary sewers and water mains,which, in the opinion of the Engineer, must be moved f;. will be moved by the utility company at no cost to the Contractor. Sanitary sewers which must be moved shall be re-laid by the Contractor and paid for at the prices bid. Only sewers which must be moved + because of direct conflict with the storm sewer conduit will be paid for In this manner. Sewers damaged � by excavation but not in direct conflict with the storm sewer will be repaired at the Contractor's expense. GP-22- PROTECTION OF WORK AND PROPERTY ; r i, The Contractor shall be accountable for any damages resulting from his operations. He shall be fully responsible for the protection of all persons including members of the public, employees of the City and employees of other contractors or subcontractors and all public and sewers and utilities above and below ground,along, beneath, above, private cross or earrtthe sites or sites of the work, or other persons or ro p party which are in any manner affected by the prosecution of the work. The Contractor shall famish and maintain all necessary safe equipment such lights and guards as required to provide adequate protection orb r as barriers, signs, warning � P �l p persons and property. Grp The Contractor shall give reasonable notice to the owner or owners of public or private property P P � P Pe1'ty and utilities , when such property is liable to Injury or damage through the performance of the work, and shall make all necessary arrangements with such owner or owners relative,t©the removal and replacement or protection of such property� p party or utilities. � In an emergency affecting the safety of Iffe or of the work or of adjoining property, the Contractor, without special instruction or authorization, is hereby permitted to act at his discretion to prevent such threatened loss or injury, and he shall so act. Any compensation, claimed by the Contractor on account of emergency work, shall be determined by agreement or arbitration. The Contractor agrees to hold the City harmless from any and all loss or damages arising out jurisdictional labor dl g g of f spates or other labor troubles of any kind that may occur during the construction or Performance of this contract. k GP-23. GUARANTEE OF MATERIALS AND WORKMANSHIP r The Contractor hereby guarantees the work in connection with this contract against faulty materials or poor workmanship during the period of one (1) year after the date of completion of the contract. r r.. { ati:w 1'3tiv^ist vy f�Lr"viri'i r xt 3r�... ' rt�'�7 t} t �'' .. tity Z Tr(r .id '✓,.. I`w .'S ?},�'+�+y'"�'t�L'` I rRk t t• r+ 4.� �� " f,��,_,yt^fiti ry�r� N"+r,� t�yG.�'r'��fi2F,'¢. �yY ,�..�� ,a 'i ��}>��'�•fyt+G1i,Ky��j'{yiX��'tt�� Y CN + 1 l t, l'{ .',• #,� x`'t+�.v.,a'nr.1+'c..''+'t2.�+PP`�rtD411.}.''.. �'�N{�� .Y t ��H�' . �•Y �}} '' �, ?%!�tt= 'a'V '�! 1 �ya J t�l�2 y3`� tt+�'" °a J }>•,C� '. +S d zC"f ni7,ytlr t' t Y'<hy�� {t. 1 E t`qz=' 7`u S'+ , "• - ; 1t f (�~, r''bly�+`.t•�� asp �uS,'��+ ...�4t� .tit r+� c•-S' +4'.:I.. ° tti .A?v} y f 't gt> rrfi. 7 i as tfl<{J; L t y�y- >{, 1Y T' j 11 1! '22, GP-24. NO WAIVER OF RIGHTS Neither observation of work by the City or any of their officials, employees, or agents, nor any order by the City for payment of money, or any payment for, or acceptance of,the whole or any pad of the work by the W", 4V City, nor any extension of time, nor any possession taken by the City or its employees, shall operate as a waiver of any provision of this contract, or of any power herein reserved to the City, or any right to 711 YN damages herein provkled, nor shall any waiver of any breach In this contract be held to be a waiver of any other or subsequent breach. GP-25. USE OF COMPLETED POR71ONS If desired by the City, portions of the work may be placed In service when completed or partially completed and the Contractor shall give proper access to the work for this purpose; but such use and operation shall not constitute an acceptance of the work, and the Contractor shall be liable for defects due to faufty construction until the entire work under this Contract Is finally accepted and for the guarantee period thereafter. GP-26. A—DOMONAL. OMITTED, OR CHANGED WORK The Owner, without Invalidating the Contract, may order additional work to be done In connection with the Contract or may after or deduct from the work,the Contract sum to be adjusted accordingly. All such work shall be executed to the same standards of workmanship and performance as though therein Included. The Engineer shall have authority to make minor changes in the work, not Involving cost, and not Inconsistent with the purposes of the work. Except for adjustments of estimated quantities for unit price work or materials to conform to actual pay quantities therefor as may be provided for In the Special Conditions, all changes and alterations In the �01 terms or scope of the Contract shall be made under the authority of duly executed change orders Issued and signed by the Owner and accepted and signed by the Contractor. All work Increasing the cost shall be done as authorized by the Owner and ordered In writing by the Engineer, which order shall state the location, character, amount, and method of compensation. No additional or changed work shall be made unless In pursuance of such written order by the Engineer, and no claim for an addition to the Contract sum shall be valid unless so ordered. It the modification or alteration increases the amount of work to be done, and the added work or any part thereof IS Of a"a and character which can be property and fairly classified under one or more unit price RGMS Of the Proposal, then such added work or part thereof shall be paid for according to the amount actually done and at the applicable unit price or prices therefor. Otherwise, such work shall be paid for as "Extra WoW as hereinafter provided In this Article GP-26. If the modification or alteration decreases the amount of work to be done, such decrease shall not constftute the basis for a claim for damages or anticipated profits on work affected by such decrease. Where the value of omitted work Is not covered by applicable unit prices, the Engineer shall determine*on an equftable basis the amount of: 1. Credit due the Owner for Contract work not done as a result of an authorized change. 2. Allowance to the Contractor for any actual loss incurred in connection with the purchase, delivery and subsequent disposal of materials or equipment required for use on the work planned and which could not be used In any part of the work as actually built. 3. Any other adjustment of the Contract amount where the method to be used In making such adjustments Is not clearly defined In the contract documents. Statements for extra work shall be rendered by the Contractor not later than fifteen (IS) days after the completion of each assignment of extra work and If found correct will be approved by the Engineer and submitted for payment with the next regular monthly estimate. 015 F 'X 5� ` CAR "I to 2 R pip, .Cut M Liji MAI 6`il � k'�y 1.4�fi �.:rt' >t r a i' .r r!'1,,+ • 1 � a_ i y4 iN t The Owner reserves the right to contract with any person or firm other than the Contractor for any or all extra work. The Contractor's attention is especially called to the fact that he shall be entitled to no claim for damages or anticipated profps on any portion of the work that may be omitted. �rk. (a) The term "Extra Work" shall be understood to mean and include all work that may be uired to accomplish any change or alteration In or addition to the work shown by the 6�lans or reasonably Implied ' 4u by the Specifications and not covered by the Contract proposal items and which is not otherwise provided x under this Article GP-21. (b) The Contractor shall perform all extra work under the direction of the Engineer when authorized by the Owner. The compensation to be paid the Contractor for performing extra work shall be determined by one or amore of the following methods; ,t 1. Method k By agreed unit price 2. Method B: By agreed lump sum ( 3. Method C: If neither Method A or B can be agreed upon before the work is started b force account. (Per Section 109, Measurement and Payment, i Transportation 'Missouri State Highway and nsportation Commission. Missouri Standard Specification for Highway Construction 1996. GP-27. S—USPENSION OF WORK m� The Owner may at any time suspend the work, or any part thereof by giving ten (10) days notice to the ..t Contractor In writing. The work shall be resumed by the Contractor within ten(10) days after the date fixed ,. In the written notice from the Owner to the Contractor to do so. But If the work, or any part thereof, shall be stopped by the notice In writing aforesaid, and if the Owner does not give notice In writing to the Contractor to resume within a reasonable . Contractor may abandon that portion of the work so suspended eriod of time, then the spended and he will be entitled to the estimates and payments for all work done on the portions abandoned, f any, F: GP48. OWNER'S RIGHT TO DO WORK If the Contractor should neglect to prosecute the work properly or fail to perform an ` contract,the Owner,after ten(10)days written notice to the Contractor Y Provision of this remedy he may have,make good such deficiencies and may deduct the cost thereof from the payment then t or thereafter due the Contractor. GP49. OWNER'S RIGHT TO TERMINATE CONTRACT If the Contractor should be adjudged a � bankrupt, or if he should make a general assignment for the benefit of his creditors, or N a receiver should be appointed on account of his insolvency, or If he should persistently or repeatedly refuse or should fail, except in cases for which extension of time is pro to supply enough properly Wiled workmen or proper materials, or If he should fail to make prompt P a to subcontractors or for material or labor, or ersistentl dis c Yam p Y regard laws, ordinances or the instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the Contract, then the Owner rnaY,without prejudice to any other Nht or remedy and after giving the Contractor seven (7) days written notice, terminate the employment of the Contractor and take possession of the premises and of all materials, tools, and appliances thereon and finish the work by whatever method he may deem expedient, in such case, no further payment will be made the Contractor until the work Is finished. f the unpaid balance of the contract pdoe shall exceed the expense of finishing the work, including compensation for additional managerial and administrative services, such expenses shall be paid to the Contractor. if such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Owner. P 'i W •rte Af y (,y \ �' rJ e i4` Y t F, 31 '. .,p•.� E r$7',?�� .i . � t_,�i, `LYE' y y �i r' rz :D 3c, � z. yy j. ,:r ' 3} k�s f6 7 �'�F�'�, 't r Kt"!6�'1(S!`{�t'�„��n}� y4 n-�++t.;�".-Js 1re"ra,k �a q�i+.'t 1 f�i-'6 F -x�'Iv'did 3' �'':�.. 'r�+*+:t J,�'2�,}t5x7ttM y4ysr •yt,�t A GP-30. CON TRACT'OR'3 RIGHT TO STOP WORK OR TERM INATE CONTRACT H the work should be pped under an order of any court, or other public authority, for a period of three months,through no act or fault of the Contractor or of anyone employed by him, then the Contractor may, ,r upon seven (7) days written notice to the Owner and the Engineer, stop ork or recover from the Owner a P terminate his contract and payment for all work executed and any loss sustained upon any plant or materials and reasonaW profit and damages. G"I. LOSSES FROM PIA'PURAL CAUSES All loss or damage arising out of the nature of the work to be done, of from the action of the elements i from floods or overflows, or from ground water, or from any unusual obstruction of difficutty, or any otter natural or existing circumstances either known or unforeseen,which may be encountered in the prosecution of the said work, shall be sustained and borne b the Contractor at his own cost and tr y expense. GP42. SUNDAY HOLIDAY AND NIGHT WORK No work shall be done between the hours of 6:00 p.m. and 7:00 a.m., nor on Sunday or without the written approval of the City. However, work neoessa in case of eme legal holidays, t{ protection of equipment or finished work may be done without the City's approval. rgencies or for the Night work may be established by the Contractor as a regular procedure City; such y P re with the written permission of the Permission however, may be revoked at any time by the City If the Contractor fails to maintain adequate equipment and supervision for the proper prosecution and control of the work at night. GP-33. UNFAVORABLE CONSTRUC TION CONDITIONS During unfavorable weather, wet ground, or other suitable construction conditions, the Contractor shall r" confine his operations to work which will not be affected adversely thereby. No portion of the work shall be constructed under conditions which would affect adversely the quality or efficiency thereof, unless speclal means or precautions are taken by the Contractor to perform the work In a proper and satisfactory manner. GP-34. r O, [l rED GPI. MATERIAL ; AND EQUIPMiENT Unless specifically provided otherwise in each case, all materials and equipment furnished for permanent installation in the work shall be new, unused, and undamaged when installed or otherwise Incorporation In the work No such material or equipment shall be used by the Contractor for an h that tntended'or specified, unless such use is specifically authorized by the Engineer in each case r than ;t GP-36. DEFENSE OF SUITS In case any action at law or suit in equity is brought against the City or any officer or agent of them for or y on account of the failure, omission, or neglect of the Contractor to do and perform any of the covenants, acts, matters, or things by this contract undertaken to be done or performed, or for the injury or damage caused by the negligence or alleged leg negligence of the Contractor or his subcontractors or his or their agents,or in connection with any claim or claims based on the lawful demands of subcontractors, workmen, material men,or suppliers of machinery and parts thereof, equipment, power tools, and supplies incurred in the fufflliment of this contract,the Contractor shall indemnify and save harmless the City and their officers WW agents,of and from all losses, damages,casts, expenses, judgments, or decrees whatever arising out of such action or suit that may be brought as aforesaid. t t. .. �.�. �'�y�+ ,�e4�t�`f�j't�''ts°�'��+y+r'"�rat-1�i ,�� ,.k�t.cy�,�r'�rr�!?�gr f1�'�`r� �a•.v, ��C�""R+S ?tr.#" ,a•r�'i. •3. t g. .a` ,. ,� •U, u�t c fit: i ;tit. �♦ha2i+ x 1 GP-37. CHANGE ORDER Any changes or additions to the scope of work shall be through a written order from the Engineer to the Contractor directing such changes in the work as made necessary or desirable by unforeseen conditions or events discovered or occurring during the progress of the work. GP481. CONTRACT TIME The time for the completion of the work oric is specified and it is an essential part of the contract. The Contractor will not be entitled to any extension of contract time because of unsuitable weather condition unless suspension of the work for such conditions was authorized in writing by the Engineer. If the time for the completion of the work is based upon working days, this time will be specified in the contract. A working day Is defined as any day when, in the judgment of the Engineer, soil and weather k conditions are such as would permit any then major operation of the project for six (6) hours or over unless other unavoidable conditions prevent the Contractor's operation. if conditions are such as to stop work in less than six (6) hours, the day will not be counted as a working day. No working days will be counted from December 15 to March 15, both dates inclusive. Saturdays, ;`. Sundays, and City holidays will riot be counted as working days any time during the year. GP-39. CONTRACT TIME EXTENSION The Engineer may make allowance for time lost due to causes which he deems justllication for extension of contract time. If the Contractor claims an extension of contract time on the grounds that he Is unable s. to work due to causes beyond his control, he shall state his reasons In writing, fumish proof to establish his claim and state the approximate number of days he estimates he will be delayed. Notice of Intention to claim an extension of contract time on the above grounds shall be filed with the Engineer at the time the h cause or causes occur and the claim shall be filed in writing within 30 days after the claimed cause for the i; delay has ceased to exist. tr GP-40. LIQUIDATED DAMAGES Time is an essential element of the contract and it is therefore important that the work be pressed _• vigorously to completion. Should the Contractor or In case of default the surety fail to complete the work within the time specified in the contract, or within such extra time as may be allowed in the manner set out in the preceding sections, a deduction of an amount as set out in the contract will be made for each day y and every calendar day that such contract remains uncompleted after the time allowed for the completion. The said amount set out in the proposal is hereby agreed u po n, not as a penalty Y but as!iqu kated damages for loss to the City and the public, after the expiration of the time stipulated in the contract, and will be ' deducted from any money due the Contractor under the contract, and the Contractor and his surety shall be liable for any and all liquidated damages. .Permitting the Contractor to continue and finish the work.or arty part of it after the expiration of the specified time, or after any extension of the time, shall in no way operate as a waiver on the part of the City or any of its rights under the contract. GP-41. MEASUREMENT AND PAYMENT •'.t (a) BASIS FOR PAYMENT Contractor will be paid for quantities actually constructed or performed as determined by field measurement '(except as may be hereinafter provided) at the unit prior bid for the items listed in the schedule of the Bid or for such extra work as may be authorized and approved by the Engineer. The cost of incidental work not listed In the schedule of the Bid but necessary for the completion of the project shall be included in bid Items. • a L k eii.w , ..,. . . . ... ., ; _i .mow.. _ ._e. ,1�I�fi it... +.w w{.i� _ �.:� .._.... 4 tdd_ £:. .�j.. •l'j,�kkl a,s. .. ,x��fa�'' ..�:� _�........... ' _..._. r' +r. .,n a NeM t w '�4 .« . c � Y�,p � ` ,• dr: ih� ,b. .w `Y.. `$$�.yr,'d sla,:}akg yea v", �Fydy, . y w' .f rfC� (b) DEDUCTIONS FOR UNCORRECTED 'WORK ` r;F If the Engineer deeri s it expedient not to correct work that has been damaged or that was not done in aaoordance with the Contract, an equitable deduction from the Contract price shall be made therefore. (c) LUMP SUM ITEMS Payment far ea��h hump sum Rom shall be at the lump um bid for the Item, complete In lace, and shall include the costs of all labor, materials,tools, and equipment to construct the Item as described herein and to the limits shown on the plans. (d) PARTIAL PAYMENT Partial payment will be made on a monthly basis. The payment shall be based on the work that has been I` found generally acceptable under the contract by the C hY Engineer or Inspector. A 10% retainer eq ual to . 10%of the amount of work completed to date shall be withheld. r2 (e) ACCEPTANCE AND FINAL PAYMENT n Upon repel of written notice that the work is read for final ins Im In y pection and acceptance, the Engineer will promptly make such inspection, and when he finds the work acceptable under the Contract and the Contract fully performed he will promptly Issue a final certificate, over his own signature, stating that the work required by this contract has been completed and is acceptable by him under the terms and fi4 conditions thereof, and the entire balance found to be due the Contractor, including the retained percentage, shall be paid to the Contractor by the City of Jefferson within thirty (30) days after the date of said final certificate. (f) AFFIDAVIT OF COMPLIANCE iufonies due to the Contractor will not be delivered to the Cortractor without presentation to the Department of Public Works a Affidavit of Compliance with Prevailing Wage Law on prescribed form attached to the back of these contract documents. $� GP-42. RELEASE OF LIABILITY ,nrr The acceptance by the Contractor of the last payment shall operate as and shall be a release to the Owner i and every officer and agent thereof, from all claims and liability to the Contractor for anything done or fumished for, or relating to the work, or for any act or neglect of the Owner or of any person relating to or" affecting the work GP-43. CERTIFICATIONS 4 x GP-43.1 All suppliers of materials such as drainage pipe or handrail and all suppliers of asphaltic concrete or portland cement concrete mixtures shall certify in writing that the product as supplied conforms fully with these specifications. Such certification shall be delivered in ` triplicate to the Department of Public Works at least 24 hours before the product is to be z. . used on the project. 01143.2 The City, at its option, may perform or have performed such tests as may be deemed necessary to further assure that only specified materials are incorporated into the work F GP-44. LOCAL PREFERENCE i In making purchases or in letting contracts for the performance of any job or service, the purchasing agent, F shall give preference to all firms, corporations or individuals which maintain offices or places of business. within the corporate limits of the City of Jefferson, when the quality of the commodity or performance promised is equal or better and the price quoted is the same or less. y}-s. qf rj zr 'N fi ""��' '��S�s,�S� �� t '4'. '�t}i+•r�i�,�•�-,x�'+�L'..31,�,^p�+�'�fr.(k�,t` t'= tRr ! rly �+'katr`5i'ty �i'4i t"�f�`,. a sry i ' S I r � CiP-45. PRFE�CE FOR U.�. MANUFACTURED GOODS On purchases in excess of $5,000, the City shall select products manufactured, assembled or produced In the United States, if quantity, quality, and � equal. p ced or maintenance In excess of $5,000 sall contain a visionEvery contract for pubis works construction products in the performance of the contract. p requesting the contractor to use American GP414. AWARD,OF !;Q ITRACT- BEJECriOIV O(fi BreQ AN bidders are required to submit with bid Minority subcontractors and suppliers who the contractor Inteds Stosuse onE he pm Eligtblllty Forms for all r�egUlrament and the Minority Buslness Enterprise Program shall be a conside- or on a� with this comma• rd of this The contract will be awarded to the lowest and best re with the conditions of the Advertisement for bids a responsible bidder on the base bid proposal, complying K is in the interest of the City of Jefferson, Missouri to a Specifications, providing the bid is reasonable and will be not Hied at the earliest possible date. � CRY accept same. The bidder to wham an award is made reject any and all bids and to waive all Informalitles in ids received whenever rejection or wader Is In their Interest. the to r '.i4� : ` s ', Att' 'X',N..a A. � �it # .m^'yn' .•??atk�f{ *A,Mw?tip"• :lr;,ctc!' rs5aa,`t. Vl.?i rT r a M`` ? SPECIAL PROVISIONS FOR • Y WARD. The provisions of this section take precedence over any other provisions In these specifications. S-M=1 TECIINICAIL SPECIFICATIQN-Q AND DiE�'AILS The Technical Specifications for this project shall consist of the 1 Missouri Standard Specifications for Highway Construction except as semodified or 4 contradicted by the City's Contract, Technical Specifications, General Provisions, Special Provisions, and Detail Plans. All construction details included with the plans and attached hereto shall be used In constructing this project. S.P-2 PARTIAL ACCEPTANCE The City reserves the right to accept any part or all of the bid for the project. MM PR CONSTRUCTION CONFERENCE Prior to starting work, a pre-construction conference will be held to discuss the project, its scheduling and.its coordination with the work of others. It is expected that this conference will be attended by representatives of the Owner, The u Engineer, the Contractor and his Subcontractors, and the Utilities, as well as representatives of any other affected agencies which the Owner may wish to invite. The work schedule specified in Section IB-23 of the Information for Bidders will be submitted at the conference. S_ PRE/AILING WAGE LAIN Bidders are hereby advised that compliance with the Prevailing Wage Law, Sections 290.210 through 290.340 inclusive of the Revised Statutes of Missouri, Is a requirement of this contract. (Reference Section I13-20). Section 290.265 requires that a clearly legible statement of all prevailing h � wage rates shall be kept P 9 ourly p posted in a prominent and easily accessible place at the site by each contractor and subcontractor engaged in public works projects, and that such notice shall remain posted during the full time. 1, �'` FYd.d, fix• �,``� 3 t •+ ga. t `, r'lp�±�'rr'"gLr 'r♦ :sMy` '` x.. $ q t�q'��f��t;t t rfrtar'' a'r,�ni`�6ki . .t $"f.. `5 k'" + .•fit ffi s^t4 i �2:r ,. t,"a ,kl'C!ti a`Xk..t�xX 4", k •`. R r ;f vl" SP-5 PROOF OF INSURANCE All certificates of insurance provided for this project shall be issued direct) from ryA," Y the company affording coverage. Certification from a local agent is not acceptable without the necessary paperwork empowering and authorizing the agent to sign the surety's name. 4+r P~ In addition, when an aggregate amount is included, a statement of the amount of that aggregate available to date shall also be attached. P SP-6 SALES TAX EXEMPTION ,� Section 144.062 RSMo provides that the City's sales tax exemption may be used for the purchase of goods and materials for this project. The contract for the project will authorize and direct the Contractor to utilize the City's sales tax exemption in the purchase of goods and materials for the project. This provision of 5 shall apply to only those purchases totalling over $500 from an individual supplier. > A list of materials to be ordered in the City's name for the project shall be submitted prior to the preconstruction conference. The Contractor will notify the s ; 9 City and obtain concurrence in advance of any changes being made to the list. The Contractor shall order, receive, approve, install, and generally be responsible for all materials for the project. Material purchases to be paid by the City shall be ordered in the City's name. Invoices for this material shall he mailed in care of the ff. Contractor, approved by the Contractor, and submitted to the City for payment. P Y t. Requests for payment for materials shall be deducted ilfrom the contractor's +;r � monthly payment estimates for work completed. SP-7 PROJECT COORDINATION Only one project in this phase shall be under construction at a time unless prior w approval Is obtained from the Director of Public Works. Construction on that `h project shall be essentially complete before the next project is started. SP-8 MAILBOXES If U.S. Postal Service ce access to any mailboxes will be interrupted during ryti construction, the Contractor shall contact the U.S. Postal Service to determine where the mailboxes should be set during construction. Mailboxes shall be reset at appropriate locations by the Contractor once work is complete. 4 1 t a . q. • �' r -' P{ b '/�Y Iwt,'t i I 1A t Kj�, Ts,_•. t ,.,�%i q',i. n.. .r;?1�„ ;'�� ,t T• �P�r�tt`�.� � d� .. ._ _ _ w�w,.. .. .�_.....�..,, !•! �.`_�.. .. . ..j.__"',ry L ___ �t'..'a�"i.+...Ji.� l,:.lseo�Ba' "I I 4 .e 1° Any materials damaged by the Contractor shall be replaced with material of better or equal type and quality at the Contractor's expense. x.M SP-9 PROTECTION OF ADJACENT PROPERTIES Surface water shall be diverted and otherwise prevented from entering or damaging adjacent property as a result of precipitation during construction. SP-10 UTILITIES k The Contractor shall expose all utility crossings to establish location and depths prior to construction. SP.11 ROCK REMOVAL No explosives shall be used on this project within fl 50 feet of a structure. P P fifty Rock In these areas shall be removed by mechanical chipping, jack-hammering or other methods approved by the Engineer. SP-12 ROOF DRAINS `f All roof and/or foundation drains that discharge into an existing ditch section, storm sewer or curb shall be connected to the proposed storm sewer or curb. See a-. Technical Specifications Section TS-29, Downspout Drains. SP-13 REPAIR OF DRIVING SURFACE .°' All sections of pavement damaged or removed during construction shall. be replaced in accordance with the following requirements: t : Existing f Pavement Base Surface PCC Street ---- 6" PCC Bituminous Street 5" PCC 1-11Y AC Cold mix shall be used on a temporary basis when asphaltic concrete hot mix is net available. The cold mix shall be removed and the permanent hot mix shall be installed when it becomes available. Chat drives alleys, and parking arkin areas shall be resurfaced with crushed stone in the areas disturbed. Wall areas disturbed by construction activities, replacement and repair of the driving surface shall be subsidiary to construction. F s yt, { � 11 ., v} i. $�,,, t !? ;e M)p a tti T" x � . r f E}•ti 1 t.s' "*�`'%', ti"�$'v $' �,�7�`i4A�+#.;,1`�.z ��..s:r? �w�i,y�,}pr•,K . v,.e+?i, r'F f •':�:!.A1�� i'�tY•^ 1�^`.'"kt lry5� :a r�e3fi 'w �v^r fik �`' ��(N�v�;r�/v •'a.k'rT1e.:��y F� ;; kt't§r$��, ., : e.fx v,a. }s, - � tf d S_ ADJUSTMENT OF UTILITY SERVICES t The necessary adjustment of utility services such as water, gas, telephone, and electric, including meters, valves and other appurtenances shall be subsidiary to the work. SP-15 8" WATER MAIN APIA FIRE HYDRANTSl IN PLACE } The work includes the installation of 8" CL200 PVC pipe and four (4) hydrants about the perimeter of the 300' x 300' laydown area as depicted in the plans. .r Pipe, valves, hydrants, fittings and other such accessories shall be furnished by hj the City of Jefferson. The contractor shall furnish all bedding material, concrete, thrust blocks and other such items necessary for the installation. The concrete pads as shown in the details of the hydrants shall be omitted. SP-98 WATER METER PIT "St'tF; h r,F ,�:a;,� •. The installation of the water meter pit shall include the furnishing of all labor, equipment, materials, piping, fittings, concrete vault, and castings necessary to install this Item at the location as depicted in the plans. The water meter shall be furnished and installed by others. The inlet to the meter pit shall be fitted with a •-;,,;_ plug or cap. The outlet shall be connected to the 8" loop to be installed about the `+ laydown area. f , SP-1T BURN TOWER DRAIN LSY.' The work in this item shall include the furnishing of all labor, material, an equipment necessary to install an 8" PVC drain from the end of the existing SCH 40 PVC as shown and to connect with the proposed cladfi Piping and } fittings shall be SDR-35 or equal. SP-18 BURN PIT DRAIN The work in this item shall include the furnishing of all labor, materiel, and equipment necessary to install one (1) joint of N' flass522 Ductile Iron Piip� (minimum length of 18 feet), plug, and suitable e pipe marker as ¢j plans. SP-19 CLARIFIER AND DRAFT PIT The work shall include the furnishing of all labor, material and other necessary , Items to provide a complete operable installation in place. The concrete pad as depicted on the drawing shall be omitted. a c t r 't c'• t r ! � � it'Z 3 ,� 1t,k * 1+ � '' L .1 ,rpa •a� .a � :1� ° .� iq �"'...�•y;,: •^+':P•t .- t. lx�+.i p' . C' V,h /FS�v ` , t ! �A. f ''b 9, �✓i W' f '4ti.7r iliTiyt * 3 Y� 'f The clarifier and draft pit structures, may at the option of the contractor be of pre. cast or cast-in-place concrete construction. In either case, shop drawings shall be :f submitted for approval prior to construction. Draft tube and inlet horn piping shall be Class 52 Ductile Iron pipe. The entrance frame and covers to the clarifier and each cell of the draft pit shall a.. be equal or similar to Neenah R-2501 vented catch basin frame and grates. r, SE-20 ELECTRIC/COMMUNICATION SERVICE f . The work shall include the furnishing of all labor, material, and a ui m provide and Install two (2) 2 inch Schedule 40 PVC ducts, including pent ull box, from an existing meter pole to the existin plans. g structur al fire simulator as depicted in the 5 One 2 inch duct shall be left vacant 3< t and plugged at each terminating end. The � remaining 2 inch duct shall be used for providing operable electric service to existing electric panel in the structural fire simulator. the The installation shall also include the furnishing of the necessary weatherhead, meter base, service disconnect, and conductors in accordance with the requirements of Union Electric and the National Electric Code. Upon completion, live electrical power shall be available at the panel in the burn tower. SP-21 WATER SERVICE TO BURN TOWER The work shall include the furnishing of all labor, equipment, and material to connect existing piping from the structural fire simulator to the proposed 8" main y to be installed under other work denoted on the plans. Work shall be in accordance with the BOCA Plumbing Code. t SP-22 CONSTRUCTION AND MATERIAL SPECIFICATIONS FOR WATERLINES The "Construction and Materials Specifications for Waterlines" and the "Standard Waterline Details are included as a part of these specifications and plans. r SP-23 INLET CONSTRUCTION/MODIFICATIONS The work shall include the furnishing of all labor, materials and equipment necessary to construct/modify the following inlets: 1• Georgetown Drive Inlet Work consists of construction of a Type "C" inlet over an existing 15" CMP in the radius of the intersection of Georgetown Road and New Bedford Ct. t" l � � r�l �`•i r a � 'Z t I a?, } t 11 o/. $}I l.'�' .4+ ... I .�"�' §`.. q �Y. .. � i1w1. ,. , y�'!• r :t.:.: SF yt d"'Nw,,,e'. ; c t 2. Lincoln Drive inlet Modification j Work consists of modification of an existing grated inlet on the east side of Lincoln Street to a grated inlet with a curb opening as shown on the Type t,.. B Inlet Modification Detail. 4w 3. Woodciift Drive Inlet Modification ` Work consists of modifications of an existing rated inlet on r ' 9 g the north side of Woodclift.Drive east of Southwest Boulevard to a grated inlet with a curb opening as shown on the Type "B" Inlet Modification Detail. .3 4. Airview Drive Inlet Modification h: Work consists of modification of two (2) grated inlets on Airview Drive between Southern Air Drive and Eastern Air Drive to grafted inlets with curb } openings as shown on the Type "B" Inlet Modification Detail. 5. Hough Street Inlet Modification e, Work consists of modification of an existing grated inlet on the north side } of Hough Street just east of Buchanan Street to a grated inlet with a curb T opening as shown on the Type "B" Inlet Modification Detail. All construction/modifications include work necessary to excavate, dispose of materials, backfill, seed and mulch the area near the inlet(s). SR-24 TEMPORARY ACCESS, BROOK®ALE DRIVE Temporary access to the creek at Brookdale Drive during construction shall be from the north side of 208 Brookdale Drive, as shown on the plan. Any damage to the yard through this temporary access shall be repaired at the contractor's expense. S TREES, BROOK®ALE DRIVE Any trees within the limits of work shall not be disturbedfremoved without approval from the Director of Public Works. tY. x' ! i � :�� ,, .c� ¢; rJ ': � E♦ ,x4 �; 3 ♦ } �,: 1 : pt i Yc `�M yyy :.. .tr _ i .. ..f .. r ..♦ _. t .. ... .rod/ �.. ♦ ,. .. _. '°w.wi 'I.w.� l. L•• � i." 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'.;.5 2 'fj.. rt'•� S*.4�,1 1,E;iy .rrh y= t;l CONSTRUCTION AND MATERIAL SPECIFICATIONS FOR WATERLINES 7 The purpose of this specification is to govern the furnishing of all materials, labor, y, equipment, tools, superintendence, and other services necessary to construct water mains complete with 4 appurtenances Including extensions and relocations at the locations shown on they plans. k SECTION 1.0 MATERIALS n lik� 1.1 Scope: This section governs materials for water mains having a diameter through twelve (12) inches. g of two (2) inches 1 1.2 Pipe and Fittings: A- Ductile-Iron Pipe: Unless indicated otherwise on the construct! and larger shall be Class 50 ductile-Iron; 4 inc on plans, all 6 inch pipe 71 complete with all accessories and conforming to ANSI A21.51,bAWCWA C15 ductile-Iron Joints, unless otherwise specified, shall be of the Push-on P type conforming to ANSI A21.11 /AWWA C111, except gaskets shall be synthetic rubber. Natural rubber will not be acceptable. The pipe shall be cement mortar lined, conforming ANSI 9 A21.4/AWWA C104 and shall be coated inside and out with a bituminous coating. B. Ductile-Iron Fittings: Ductile-iron fittings shall be complete with all accessories and shall be conforming to ANSI A21.10/AWWA C110, the standard mechanical joint type conforming to ANSI pressure 1 p%qW 01nts shall be of otherwise noted. All fittings shall be cement mortar lined conforming unless A21.4/AWWA C104 and shall be coated inside and out with a bituminous coating. F•ANSI shall have distinctly cast upon them the pressure rating and letters "DI" or "DUCTILE." C. Cast-iron Fittings: Cast-iron fittings in sizes 4 inches through 12 inches r complete with all accessories and shall conform to ANSI A21. 10 250 shall be Joints shall be of the standard psi pressure ratio . C110, unless otherwise noted. All fittings shall cement to ANSI A21.10/AWWA k ANSI A21.4/AWWA C104, and shall be coated inside and out wiithar lined conforming to a bituminous coating, D. Polyvinyl chloride) PIPO: PVC water pipe shall be Class 200 Pie manufactured � virgin Polyvinyl Chloride (PVC) resins P actured from (NSF) and approved by the National Sanita ti on be approved by the NSF for use in handling on Foundation shall contain from one (1) to two (2) percent titanium dioxide. Potable water. The pipe ,F 4 1`rr by I N •`.+} �� +i•/�Ryt t i'e aA i rl� y , ti, v �•�l t'� � ' ' l " C � - teas?r, '° `x;,e . z :r3� '.i t ' fig: i.,fi'' M� ,w,, .'I�� r � v.tl,. ti nr�� 4 #r� ��t .�i, rI `i p ,t•a # +u '� {, rt�rt S ,1 Fd '�, °f.,; •5yd�z.# rf � i... _ _I AO.�_`.-_ r". i . _.. ♦ __ ... . ,.. _ ., a-e..�\.. .. ,a I• ..., �.. :. ..'�.. tie.il?:J.. ` }� �vi»n�' ti-. '} L � z r�.. y r++S...✓4 Ci r r�4 5. � rt .it{. is ! i..,.i; +� . � t .. � v Fh CP,,:m 8� !�r s�X _ F�' 31.1'v�t�"y, '�i r,��.v t `�5•.J'' 4 �},au�" �C t n Y lit e �t f $d`°i_, �i+"6' + �,}�-, �`Y 4`s�✓�.cy�{ bt.t}t lS,� S�'`fi�,'h"`G' } �� d { ?3�i'''�s"• ..yr b. rTi�s 14 �t,�� '�'(��;�.i ty �I.✓ 4 The pipe material shall conform to the latest revision of ASTM D1784 for T 1, Grade 1 (Class 12454-8) Rigid PVC Compounds, and tested in accordance with the latest revisions of ASTM D1598 (sustained pressure) and ASTM D1699 (quick burst). The pipe � a shall also conform to the requirements of the latest revision of ASTM D2241 for PVC 1120 and SDR-21. Pipe shall be marked in accordance with U ASTM D2241. Lack of ` marking shall automatically cause rejection of the pipe. The pipe shall be furnished with a socket as on integral art of each i 9 p piece of pipe on one end. The end of the pipe intended to be inserted into a socket shall be factory beveled. The pipe shall be supplied in standard lengths of approximately 20 feet long. i The coupling-joint system shall be of a type tested and approved by the NSF, and shall be a single rubber gasket joint designed to be assembled by the positioning xf continuous, molded, rubber ring g of a and the forcing of the plain end ogthekenterin annular recess in the pipe or fitting socket g pipe Into the socket, thereby compressing the gasket radially to the pipe to form a positive seal. The gasket and the annular recess `5- shall be so designed and shaped that the gasket Is locked in place against displacement as the joint is assembled. The coupling system shall be pressured rated equivalent to �h the pipe or better. f Details of the joint design and assembly shall be in accordance with the joint manufacturer's standard practice. The dimensions of the bell, socket, plain end and + gasket shall be In accordance with the manufacturer's standard design dimensions and r2u, tolerances and conform with the latest revisions of ASTM D3139. 1.3 Valdes and Valve Boxes: A Gate Valves: Gate valves shall conform to AWWA Specification C 500 61. Gate valves shall have: 7 j 1) Double disc with parallel seats and non-rising stem p 2) "O" ring seal 3) 2 inch square operating nut opening counter-clockwise 4) Mechanical joint ends ry 5) Minimum 200 psi working pressure Valve shall be a "Mueller #A2380" or "approved equal", a nd necessary adapters to join to CLASS 200 PVC pipe,be furnished complete with B. Valve Ends: Valve .ends shall be of the mechanical joint C111 except where flanged ends are required on,the plans'ng to ANSI A21.11/AMIINA 5 n �F` �'tt` •?�v�}2'" ��J4i '{99';1,�Y S ��''>•t� �i f�r�+�� :�� •Ses� t'��d.�?ijaa t<}b� 4 S' r fx{{ .t's ti�� S4 �r $°t t�- Rx3 N a 'q Y+ti �"'��'�{}�yr f3r' 'j�'�YrLk't �r1� !t�,`�y,�3 'E. h.'�j•' v i •»", 3 §�•�� >x ��4 ti.�t: �w"�f' 'r;1.yaJet� .t�„4k}�a� s�''�� 444,r� �. .r � x' 'j".' H n r y zi �a 4 �, '�S 5��^�..7 x � d 4�t�R,ri y`„'t.rf zd��.f�5n�l fib y• �. '� •La�:., _ ,. "arm—..�_..�. _ , ._ .. _ .. a-...`' � -___. r_._�. �__ - ,7.»..r...wer:f3oa r a PS t��Sti:, f a�1 1 � �h.. 4 � `L'2' f'.f t< '�tz;j y t�� . j �.: SS. s d •� 1 t. t The end flanges of flanged gate valves shall conform in dimensions and drilling Iling to ANSI 1316.1 for cast-iron flanges and flanged fittings, Class 125, unless ex licit) ., otherwise on the plans. The laying lengths of the flanged valves shall cone conform tothe dimensions of ANSI 1316.10. C. Bonnet Thrust Plates: The bonnet shall have a removable thrust plate to permit the removal and replacement of the valve stem and "O" ring seal while the valve is in service. D. Topping Th Valves: The size arid location of the tapping valves shall be as shown on the Qp e valves shall be 200 psi, iron body, double disc or resilient-seated gate valves with nonrising stems conforming with all applicable requirements of ANSI/AWWA 0500 and C509, except that the outlet end shall be standard mechanic h�t al joint end conforming r . h to ANSI A21.11 /AWWA C111 and the Inlet end shall have an inlet flange conforming to ' ANSI 1316.1 for cast iron flanges, Class 125. n E. Stem Seals and Coati gs. `: 1• All valves shaii be provided with stem seals of the "O" ring shall be used ith at least one "O" ring inserted above w h©thrust collar. The +' packing plate shall be attached to the valve bonnet by not less than three 3 bolts r ( / .f and one "O" ring below the thrust collar. k ''FFxixi 2• All exterior surfaces of each valve shall be cleaned and painted in the shop with two (2) coats of asphalt varnish conforming to Federal Specifications TT-V-5 1 -E or be epoxy coated. The interior surfaces of resilient-seated gate valves shall have t , a protective coating of o fusionbonded, nontoxic epoxy which water. is safe for potable F. Valve Operation: All valves shall be equipped with a 2-inch square wrench nut and the direction of rotation to open the valve shall be to the left (counterclockwise) unless otherwise noted. O. Extension Sterns: When the distance ance from the top of the valve cover to the valve ` operating nut exceeds 3 feet, each buried valve shall be provided with an extension stem 1 and operating nut to conform with the Standard Drawings. H. Valve Boxes Valve boxes shall be two (2) piece, adjustable, screw type with a 5-�A inch shaft. The box shall be made of cast iron and shall be similar or equal to the "6850 Series Item as manufactured by Tyler Pipe. m 562-S" ; 6 g 0 t ;' m.�� ,•.�,, t' k' 'J+y,is -L�� 5. f 4 A�' it, I t 'SY,= :.' 'Iry ,�. �� Krti�ryE 1,�tri�ry�y'�y�',"'+�7r•i�3+ 5' �` tk'�{ �u"1t 427'�+' '�'.`!=.�a„i�'�: 't'�aiF�+F�1ix ArS{�" .. t + ;r''' ,.'°yY�il,ec � I ,.`��4►�1 ,I r t a W t o,�t4ar,rc ; yid i I I i r 1.4 Fire Hydrants: Fire Hydrants shall conform to AWWA Specification C 502 54 for material and workmanship. Hydrants shall have: 1) compression shutoff valve (5-1/4 inch) 2) 6 inch minimum mechanical joint shoe 3) 42 inch bury depth with mechanical joint shoe 4) two (2) 2 /s inch hose nozzles 5) one (1) 4-1/4 inch steamer nozzles 6) all nozzles to have National Standard Threads 7) 1-1/4 inch pentagonal operating nut - open to right 8) safety coupled stem and barrel (breakaway) 9) "O" ring packing 10) self-oiling reservoir 11) painted red Hydrant shall be a"Mueller Super Centurion 200" or "approved equal', and be furnished complete with necessary adapters to joint to CLASS 200 PVC pipe. 1.5 Specials: I � A. General: Air release, meter, and pressure-reducing valve vaults shall be precast r, concrete conforming to ASTM C478. Access lid casting shall be as shown on the plans. Vaults which, by their special nature, must be cast in place shall conform to the plans and concrete specifications in Section TS-6 "CONCRETE" of City of Jefferson Technical Specifications. S. (Pressure-Reducing Valves: Pressure-reducing valves shall be designed, to provide tight shutoff under conditions of no flow and shall not "hunt" under ordinary low conditions. • Pressure-reducing valves shall be as noted In the Special Provisions, selected and sized as recommended by the valve manufacturer. Pressure-reducing valves shall be suitable for operation under the pressure and flow conditions as shown on the plans. C. Combination Air Valves: Combination air-release and vacuum-relief valves shall be installed at the locations indicated on the plans. Each valve assembly complete with appropriate shall be installed Isolation valves shall be brass ex except or the air outlet from the valve which shall piping and or copper tubing, hall be brass Air releases for mains 12 Inches in diameter or smaller shall have release valves, APCO No. 143C or roved ® I inch combination air app equal. 7 p P R 1 ` •"r, "� •'( `�'.r3' 'Nt t i*.A"b C S.,fie Y, it D. Tapping Sleev®s: Tapping sleeves shall be standard mechanical joint type for iron pipe ;! and shall comply with all applicable requirements of ANSI A21.10/AWWA CIIO for iron fittings. Tapping sleeves shall be furnished with aflanged outlet conforming in dimensions r ; and drilling to ANSI 816.1, Class 125. 1.6 Bedding g Rlleterlal: k{ A. Pipe Embedment: Embedment for pipe shall be in accordance with these specifications and details of the laying condition as specified. rsFf , B. Granular Bedding: Granular bedding shall be crushed rock with not less than 95 percent s passing a 1/2 inch screen and not less than 95 percent retained on a No.4 screen. Place In not more than 6 inch layers and compact by slicing with a shovel or vibrating. C. Hand-Placed Embedment: Hand placed embedment shall be finely divided job- excavated material free from debris, organic material, frozen materials, and stones placed r.: by machine or hand In uniform layers not more than 8 inches thick and tamped around the water main. Granular embedment material may be substituted for all or part of this type of embedment. ;. 1.7 Location Wire: Location wire shall be buried above plastic pipe water main. P P Location wire shall be No. 12 bare copper wire laid directly on top of PVC pipe and connected to valve boxes and existing iron piping as shown on the Standard Drawing. 7. 1.8 Concrete: t A. Scope: This specification is intended primarily for concrete thrust blocks en and vaults. Concrete for all driveway, sidewalk, roadway casements ` replacement shall conform to the requirements of Section TS-6 "CONCRETE" of he City of,Jefferson Technical Specification. B. General: ' 1• The cement shall be Portland Cement Type I unless high earl strength in which instance Type III shall be used. All cement shall con early tothei YP "Standard Specification for Portland Cement," ASTM C150. 2• Water for mixing and curing concrete shall be clean and free from i ramounts of sewage, oil, acid, alkali, salt or organic matter. Only njurious be acceptable without testing. Total water content of concrete hall not a ceted will gallons of water per sack of cement in the mix. One (1) cubic yard shall have 6.5 sacks of cement. (h} 8 r; r'i t t{' Y'i'} �`+r•ar..� 3.�.3"-`qty}��G... �ff t F t •.a ^=;;�'jr *%`r�1,�'�;1"�!' .t. 9' ��a. } . :k �• i n.. n ?i }4y,ri � �}" ��'R}' 1^.�� '{:y�p p ' ��`'f�'h('Y'.�y,� Y}Yi p 4'�� .. ' 1 3. Ready-mixed concrete shall be.used unless otherwise permitted by the Engineer. 4 Ready-mixed concrete shall be mixed and delivered in accordance with the ' requirements set forth In the "Standard Specifications for Ready-Mixed Concrete," ASTM C94. 1 1.9 Casing Pipe: Casing pipe shall be used where required at railroad or highway crossings. The casing pipe shall be In accordance with the Special Provisions and meet the requirements of the railroad or highway authority with regard to type of material, wall thickness and coating of casing pipe. No casing will be installed without the approval of the involved highway or railroad authority. SECTION 2.0 CONSTRUCTION DETAILS 2.1 Grading and Excavation: �Y ' A. Scope: Excavation and trenching work shall include the necessary clearing, grubbing, and preparation of the site; removal and disposal of all debris; excavation and trenching as required; the handling, storage, transportation and disposal of all excavated material; all necessary sheeting, shoring, and protection work; preparation of subgrades; pumping ., and dewatering as necessary or required; protection of ad j acent property;rty; and other appurtenant work. I^{ } S. General: Excavation and trenching work shall be performed in a safe and proper manner with suitable precautions being taken against all hazards. The Contractor shall explore and expose any and all obstructions in advance of excavation so that minor changes in grade and alignment may be made. In paralleling present water and gas mains, the Contractor shall protect all service connections and shall arrange to furnish service to the consumers with minimum ' interruption. �r r }. All excavated material shall be piled in a manner that will not endanger the work and that will avoid obstructing sidewalks and driveways. Gutters shall be kept clear or other h satisfactory provisions made for street drainage. C. Classification of Excavated Material: No classification of excavated materials will be made. Excavation and trenching work shall include the removal and subsequent handling of all materials excavated or otherwise removed in performance of the contract work ,u regardless of the type, character, composition, or condition thereof. tel� �, 9 y J- a S4e 3 �" 11 t#•fit:+�y '`�j;,%h �: ,�"� #� 1 /7�k L � (.�}��S r ��*/ � tf+��1} r�� ✓ -4.�1�, a�'k A t �'{�j 7tS� � ''� �r1 't. d C�@� .+3 � t" � l t' �t#�?•{�+:5�,�" t � z t. 2 i {y � is t,' .lxtt{ / 7 r .4� r s; t�,itt3 �r�;'(,�a; 1 li<' � 1 1. � `' Y2 N.'z P' 'x;,r+.'l' ;+.r3r'r R..,t, ;`"t S�. ' w S ,{.: '•k" R,r 411x tt r. t r r o i S 4?s. t ,} ' A}`WWiti iR ..w,.ww,mfriixwt�1:Ntr..v:iyiseoed}kIM' �•. `.s�`wrn" i.e.u.,u.il..�. � d: .art..�}}'1:',„,t':I I.t. t D. Blasting: Prior to blasting, the Contractor shall obtain a blasting permit from th County office having site jurisdiction. g p e City or 3 $' ordinances on the storage, trans,,All existing safety regulations laws and ordina transportation,po and a use of explosives shall be enforced at all times. Blasting will be permitted only when proper precautions are taken for the protection of persons, the work, private property, public utilities, and the public from damage or Injury. Any d amage caused a by blasting will be repaired by the Contractor at his own expense, ak E. Unauthorized Excavation: Any part of the trench excavated below grade shall be aR ' corrected with material approved by the Engineer placed and compacted b the Contractor. p Y .�i�r r • F. Removal of Water: The Contractor shall provide and maintain adequate dewatering equipment to remove and dispose of all surface and groundwater entering excavations, trenches, or other parts of the work. Each excavation shall be kept dry during subgrad preparation and continual) thereafter until Y ntil the structure to be built, or the pipe to be r ' installed therein, is completed to the extent that no damage from hydrostatic pressure, tx Stir flotation, or other cause will result. All excavations for concrete structures or trenches which extend down to or below static rte groundwater elevations shall be dewatered by lowering and maintaining the groundwater >1 surface beneath such excavations a distance of not less than 12 inches below the bottom of the excavation. Surface water shall be diverted or otherwise prevented from entering excavated areas or trenches to the greatest extent practicable without causing g d amage to adjacent property. The Contractor will be held responsible for the condition of any pipe or conduit which he may use for drainage purposes, and all such pipes or conduits shall be left clean and free E � of sediment. G. Sheeting and Shoring: Except where banks are cut back on a stable for structures and trenches shall be properly and substantially sheed br slope, excavation braced, or shored as necessary to prevent caving or sliding, to provide protection for workmen and the work, and to provide protection for existing structures and facilities. Sheeting, bracing, and shoring shall be designed and built to withstand all loads that might{i~t ght be caused by earth a movement or pressure and shall be rigid, maintaining shape and position under all circumstances. Trench sheeting shall not be pulled unless pipe strength is sufficient to carry trench loads t based on trench width to the back of sheeting. Sheeting shall not be pulled after backflllln , When or 8 dered by the Engineer, wood sheeting shall be left permanently in the f trench. t 10 `. r, T7�•,'r':r w.bt°,^'_Y'{•.^Yr nm;'^.;;47r - ^fin,'^:;._t,r:;'r °-�ac}a«.(.gr*;^+n-'t^. .�. a {:P�rd l- fir✓i +t• +..r'�7 4s > ,::,t„;,r t 7'r y i s �;. �? k, .Rt Y 'F J "� "��yr�'��wt'�ci 'ttj1M 5�'9�t'S r.ti?r "�;)�i�,;+eS'.allfrt#`t„..fn+”1{ �d`+f�ti�tds��lr :��,�1f,'itx S yrX'�tl t[( FAt��yi�+K,�47�•c�}3.�".. r �} � •f2i?��",'-��i. 1�°5�.�<��xxt`j 5a`{+�a{tiJ n�}�Fdt'C•.�t„ilri�fikf"+'{�7'?'k,�1 sJ��r U�i�;�S'`�kjq W,t,a}�5� fit* x •t. 4 i } i2�� T „�,�',,,� �}`�tW l R1` r+.i C.r.'?PSS Ta �+{!K f t R tJ�1 t ��t!< a r4 S�S �'�r�r �11r�•1 i�SJi{e`r�H7t�,�'�Ca F- r , ?Kr r.4 '; b '} u.Et ` 'R t 4 li i•:" yu+x _„ t .h 7± a. Y Y 4�1 i t� :,. a. � ty rS t >; t ' � +1Y'� >S �^y� •{..,'` t'f rs a y ct i t .r�' @ kW} r7�'�Frr f. .{( �'<#7' � ( �t e�Y•Cf;t.,..�?l�yS; 1.e;yd�,hti,(SY ttL �'d'„�t.w * � k� .y.. t. �t_ ,5 ,k.... ;tl 1I t Where trench sheeting is left In place, such sheeting shall not be braced against the pipe, r . � but shall be supported In a manner which will preclude concentrated loads or horizo thrusts on the pipe. Cross braces installed above the pipe to support sheeting may g ay � !k removed after pipe embedment has been completed. [EPSi• Stabilisation: Trench bottoms shall be firm, dense, and thoroughly co H. consolidated s 9 Y mpacted and hail be free from mud and muck; and shall be sufficiently stable to remain firm and intact under the feet of the workmen. YX N Trench bottoms which are otherwise solid but which become mucky on to due to construction operations shall be reinforced with one or more layers of crushed stop or } gravel. Not more than 1/2 inch depth of mud or muck shall be allowed to re stabilized trench bottoms when the pipe bedding material Is placed thereon. main on �a f , 1. Trench Excavation: The Contractor shall not open more trench in advance of i laying than is necessary to expedite the work. One block or 300 P Y ng shall be the maximum length of open trench ahead of pipe laying eunle unless byswritten permission of the Engineer. Oil Except where tunneling or boring and jacking is specified and shown on the plan b the Engineer, all trench excavations shall be open cut. Y J. Alignment and Grade: The alignment and grade or elevation of the i eline shall shown on the plans. P P be as 1 j jFK The Contractor must maintain a constant check of the pn i e alignment and will be held responsible for any deviations therefrorp g t and trench depth �z Unless otherwise shown or indicated on the plans or unless otherwise set forth by the Engineer, the horizontal and vertical alignment of the water main shall be maintained to 1 within the following tolerances: Horizontal 3", Vertical 42" to 48" of cover. K. Minimum Cover: Except where otherwise shown, trenches shall be excavated to a d sufficient to provide a minimum depth of backfill cover depth indicated above. Greater pipe cover depths may be necessary over on the top of the pipe as drains, drainage structures, or other obstructions encountered at norms pipe grades Measurement of pipe cover depth shall be made vertically from the outside top of ipe to finish grade or pavement surface elevations. P L• Limiting Trench VYidth: Trenches shall be excavated to a width which will r Du ' adequate working space and pipe clearances for proper pipe installation, jointing, ane embedment. However, the limiting trench widths below an elevation 6 inches above e top of the installed pipe shall be as follows: a the 11 tt �iR{fjRZrk f Yl S.t a1y' r' �iit ,5"'`/x,41:•, fy&;+ t,��w Sty,.;�7,t1�7tr">�' �zC f;'�,"6 ,t,.y �'"',��'` r"=" i.i�,i #; •Y' ;4, r, . :,�::i':t 'YS' 'u �"'✓R. 77 J r '17, 777 ng e ( yt�,.s �4 � sl ({g.', �" wAr.. �r ;,c iz+��,Si, fat+`�f+�1•ti.t '' x' w�=f> 7r 4ik .G.e' : :6y t<t �` } '4wsirt '� ! �I�� 'U k'' s✓+�s+ �rp r; �� '£:a .3t'E >a � �t x't a'i nt �t iiT r 'f .rr Ductile-Iron Pipe IJ y9. Pipe ske— Minimum (Maximum Minimum ;= Trench Width Trench Width Clearance h I' 1 In (Earth In Earth in Rock 4" 18 30" 6" 6" 24" 30" 6" Is 8" 26° 3211 6" 10" 28" 34" 6" !' 12" 28° 34" 6" When PVC pipe is used, the minimum trench width shall be equal to the outside diameter of the pipe plus 6 inches on each side of the pipe. s Where necessary to reduce earth load on trench banks to prevent,( p nt sliding and caving, banks may be out back on slopes which shall not extend lower than one (1) foot above the top of the pipe, M. Unauthorized Trench Widths: When, for any reason, the width of the lower portion of . the trench as excavated at any point exceeds the maximum permitted in the foregoing tJ tables, either pipe of adequate strength, special pipe embedment or arch concrete t® encasement, as required by loading conditions and as determined by the Engineer, shall :Y be furnished and installed by and at the Contractor's expense. ,V N. Trench Bottom in Earth: The trench in earth shall have a flat bottom the full width of the �r � ,.. trench and shall be excavated to the grade to which the pipe is to be laid. The surface ° '' shall be graded to provide a uniform bearing and continuous support for each pipe at every point along its entire length. O. Bell Holes: Sell holes for the pipe shall be dug after the trench has been cut to proper grade and immediately prior to the laying of the pipe length. No part of the bell shall be { in contact with the trench bottom. P. Bell Hole Option: Granular material may be used in the trench bottom in lieu of bell holes. The granular fill material shall be spread and the surface graded to provide a uniform bearing with continuous support along each section of pipe. The granular material shall be as specified in Section 1.6 and also as shown on the Standard Drawings. Q. Rock Exploration: Unless shown otherwise on the plans or noted in the Special Provisions, no rock exploration has been made. On those projects where rock exploration has been made, test holes have been drilled at locations and intervals as shown In the plans or subsurface information report to determine the approximate location and depth of rock. Desistance to penetration was assumed to be "solid rock." This information is furnished for general-reference purposes only. 12 t! '. 'r d,;.. •`T;F�y`, 9' �'rr.•. {pt£e��`<�+` ixad �� "•ttt`� � �t{,� � ;};7 .k(s ,n pt,,x ! b p h�� t TF t^1 �((., .i'`Si#!t.Cw•i' ?.r`,pY ?, ," F2.,v 1 t s rZtF r v tn :�sv :'';'s�r'�C. ivry+ n• a ':Y�,.X( si t�i�t °:ro 3}�•h'„,S�s�.t, '" r:!�3 hs�e�{��yi, �•'��e� �r ��sx �e?.; it��1�n, r,� � � ..y�1`r rte i � ..t'+. �( rat t x. t.l ''�.. ..pf,7 ,pr '' .. �.✓ 6 ' . .; 1 'FF'NE .',h � �o.x,r .r ("- !`�i..._ . .., ^J. __..• . .. V.E__� _ _ :�.�` l.. .-- -`---"'-`�YL�•v x—yv. .��'ti ��Ii. ��• � .. x The Contractor must form his own opinion as to the character of materials which will be encountered h 8 from an inspection in the ground, from his own investigation of the test ol information, or from such other investigations as he may desire. R. Trench Bottoms In Rock: All rock excavation shall be carded to a minimum of 6 Inch s; below the bottom of the pipe. Granular pipe embedment material shall be used to restore I'A the trench bottom to the desired elevation and grade and to provide a uniform bearing and continuous supp o* rt for the pipe along its entire length. Care shall be exercised to prevent any portion of the pipe from coming to bear on solid rock or boulders. S. Mechanical Excavation: The use of mechanical equipment will not be permitted in locations where its operations would cause damage to trees, buildings, culverts, or other F"71 existing property, utilities, or structures above or below ground. In all such locations, �R hand-excavating methods shall be used. Mechanical equipment used for trench excavation shall be of the type, design, and construction and shall be so operated that the rough trench excavation bottom elevation can be controlled, that uniform trench widths and vertical sidewalls are obtained at least from the bottom of the trench, and that trench alignmant will be centered,In the trench with adequate clearance between the pipe and sidewalls of the trench. Undercutting the trench sidewall to obtain clearance will not be permitted. All mechanical trenching equipment, its operating conditions, and the manner of its operations shall be subject at all times to the approval of the Engineer. T. Stream Crossings: Stream crossings shall be made in accordance with these specifications and as shown on the plans. The trench width shall be as required for proper pipe installation and the trench-depth shall be as required to give minimum cover shown on the plans. Pipe encasement, where required, shall be in accordance with the specifications and placed as indicated on the plans. The construction of grouted riprap for erosion prevention of ditch slopes will be required "I at locations shown or designated on the plans. The rock used for riprap shall be hard, durable stone not less than 4 Inches thick and shall be grouted to obtain a minimum 12 77 a. 21 inch depth thickness. U. Highway and Railroad Crossings: The Contractor shall make highway and railroad crossing in accordance with these specifications, the Special Provisions and as shown on the plans. 13 77777-7,7Tr.`;5'T`7A!'%' 7 M 2 All construction or work performed and all operations of the Contractor, his employees, or his subcontractors within the limits of highway or railroad right-of-ways shall be In conformity all the requirements, regulations and be under the control (through the Engineer) of the authority owning or having jurisdiction over and control of the dght-of- V, way. The Contractor shall pay fees and obtain permits to make the crossings unless otherwise directed. 2.2 Installation: A. General: Laying of ductile-iron pipe, and polyvinyl chloride) pipe; installation of valves, and hydrants; and embedment and backfill shall con form to the following specifications and the details as shown on the plans. Unless otherwise specified or shown on the plans, the water mains shall be laid to have a minimum cover of 42 Inches, measured from the finished grade or from established street grades shown on the plans. 2. Whenever pipe laying Is stopped, the open end of the line shall be seal ed with a watertight plug which will prevent trench water from entering the pipe. 3. Where the pipe is to be installed inside a casing pipe or tunnel liner, creosoted timber skids shall be strapped to each pipe before it Is placed in the casing pipe or tunnel liner In accordance with these specifications and as shown on the plans. 10 on Special Sand fill shall be used when shown an the plans or required by Provisions. The ends of each casing pipe or tunnel liner shall be closed with a dry brick wall or as shown on the pla ns. The closures for each casing pipe or tunnel liner shall not be constructed until all testing of the line has been completed and accepted. B. Polyvinyl chloride) Pipe: 1. Handling: Pipe, fittings, and other accessories shall at all times be handled with care to avoid damage. Under no circumstances shall they be dropped. Pipe fittings shall be handled as specified for ductile-iron pipe. Any damaged pipe shall be rejected. 2. Cutting Pipe: All pipe shall be cut with a saw o r s pecial cutting tool. Cutting shall be done in a neat manner without damage to the pipe Cuts shall be smooth, straight and at right angles to the pipe axis. After cutting, the end of the pipe shall be dressed and beveled. Beveling shall be done with a specifically designed beveling tool. Hand beveling will not be allowed. When cutting pipe with couplings, mark the field cut pipe end the same distance in as the mark appeared on the original full-length pipe section. S. Cleaning: The interior of all pipe and fittings shall be thorou ghly cleaned of 'fipt foreign. matter before being installed and shall be kept clean until the has been accepted. 14 77 "",E,��y�y S Z12 AAR, L' ------------ °;�' $ ' _ `�'S'il.,� .4'.�o r65�,,� "�;?, tr�ti_t�yy� `�".�,�,y' �1'z .y{. ". } •may .,t�tt{f•-',><If w`,i' �tl..; i,a c' ( 2(tS2' ( ll,f'�'y,yyh7,Ai i -.. 1.t,Z,L.t.51 +.Ft d �. : .f„. k2.7. � 1 .U't`. '.',.,.;G. Y'`.S Md'rt"'{ y. ,1. t a = 4. Pipe laying: PVC pipe shall be installed in strict accordance with the '" . } requirements and instructions of the pipe manufacturer. It shall be protected from lateral displacement and deflection by pipe embedment material installed as ` specified for pipe embedment and as shown on the Standard Drawings. No pipe shall be laid under unsuitable trench conditions. Whenever pipe laying is stopped, , ' the open end of the line shall be sealed with a watertight plug which will prevent trench water from entering the pipe. �7X -iron Pipe: C.Ductil® Handling: Pipe, fittings and accessories shall be handled in a manner that will ensure installation in a sound, undamaged condition. Equipment, tools, and y`' methods used in unloading, reloading, hauling, and laying pipe and fittings shall 4x:t °tCt, be such that the pipe, pipe coating, and fittings are not damaged. Hooks shall not be used. Under no circumstances shall pipe or accessories be dropped or dumped. Pipe and fittings on which the cement lining has been broken or loosened shall be replaced by the Contractor. Where the damaged areas are small and readily accessible, the Contractor may be permitted to repair the lining. a t" ,X "`''' All pipe coating which has been damaged shall be repaired by the Contractor 3�+ k before installing the pipe. ; ^t n abrasive wheel. 2. Cutting Pipe: Ductile-iron pipe shall be cut with either a saw or a Cutting of existing cast-iron pipe shall be done with either a saw or abrasive wheel, { ; 9 g P P or when there is a free end, with mechanical pipe cutters. The cutting of pipe with a torch will not be permitted. Cutting shall be done in a neat manner without damage to the pipe, or the cement lining. Cuts shall be smooth, straight, and at right angles to the pipe axis. After cutting, the end of the pipe shall be dressed with a fife to remove all roughness r""yS1 and sharp corners. Y 3. Cleaning: The interior of all pipe and fittings shall be thoroughly cleaned of foreign matter before being installed and shall be kept clean until the work has been accepted. Such surfaces shall be wire brushed, If necessary, wiped clean, and jointing kept clean until P 9 is completed. 4. Inspection: Pipe and fittings shall be carefully examined for cracks and other defects immediately before installation. Spigot ends shall be examined with r, particular care since they are vulnerable to damage from handling. All defective, damaged, or unsound pipe and fittings shall be rejected and marked as such and removed from the site of the work. �t 15 } -u R° ”"a'�.J'"-t'n"''^S � } au.'.'d1 `5( ar ✓•w d' e .;'7 ff,� •'hr d. .'F; •�� y',�dr��'�' f�ti� ��i��;:'`�*'t�. F ;g ( } >t �a 7m:z'"! t '$ 5`S• '.s l �:' . 4 'c '`' `" ¢t y } ..b ,, ;:t�^jx',3'iL`;;.s'?„:=-�t'�'' Y. 4 f� aN r.++{ f�J by. 1,. VV E 5. Alignment of Bell-and-Spigot Pipe: Pipelines or runs intended to be straight shall ' be laid straight. Deflections from a straight line or grade shall not exceed the quantities stipulated in Tables 4 and 5 of ANSI/AWlNA C600. 6. Laying Pipe: Pie shall be y g pe p protected from lateral displacement by pipe embedment material installed as specified. Under no circumstances shall the pipe be laid in water, and no pipe shall be laid under unsuitable trench conditions. t x 2.3 Jointing: P A. Push-on Joints: The gasket seat in the bell shall be wiped clean after which the gasket ' should be placed. A thick film of lubricant should be applied to all of the inner surface of the gasket and on the spigot end of the pipe. 4. $* 4J "j The lubricant and the gaskets shall be as recommended and supplied by the manufacturer of the pipe being used. The lubricant shall be odorless, tasteless, rn toxic, and suitable for use in potable water. Field-cut pipe shall be bevel filed to remove any sharp or rough edges which might ' otherwise damage the gasket. . � B. Mechanical Joints: The mechanical joint shall be used only when shown on the plans. C. Flanged Joints: When bolting flanged joints, care shall be taken to ensure that there is no restraint on the opposite end of the pipe or fitting which would prevent uniform gasket compression or which would cause unnecessary tress in the flanges. One flange shall be free to move in any direction while the flange bolts are being tightened. Bell-and-spigot joints shall not be packed or assembled until all flanged joints affected thereby have been tightened. Bolts shall be tightened gradually and at a uniform rate so that gasket compression is uniform. D. Restrained Joints: Restrained joints and anchoring joints shall be installed in strict accordance with the pipe manufacturer's recommendations. 2.4 Setting Valves, Fittings and Hydrants: A. Valves and Fittings: All valves, fittings, plugs and caps shall be set and joined to the ' pipe In the manner heretofore specified for cleaning, laying and joinin g p i pe. except that large valves may require special support so that the pipe will not be required to support the valve weight. x 16 t �t•4 Y , 'i%4 r' F h+��4ns�1�� +,�i-y�'" sn��. r 1 r �• ,d tfar{uMEN'' „ n a '?I'C", v� tq �ttt.'4„p�" •,f�} ,.� r "..t: '' ..� y. ! t .. ,1 , r.{. x•:" t' .,`Y i��i '�>��t',��y' Pd A ��,`,'i ' I i � . r �'�',��•��.: �,fst.�, � �' f�, ill. .� c Ipr� s r` x� s. .i t hr��.•}. � +�'� ) '�:i.4' � '�`�i r� j�l r I I I��. �� c� 2 i , L Each valve shall be inspected before installation to ensure that all foreign substances t=4 have been removed from within the valve body, and shall be opened and closed to see that all parts are In first-class working condition. Gate valves shall be set vertical in the horizontal pipeline. Valves and pipe shall be supported In such a manner as to prevent stress in either with no deflection in the valve/pipe joint. Valve boxes and lids shall be installed at each valve and shall be supported and maintained centered and plumb over the operating nut of the valve. The valve box shaft shall not transmit shock or stress to the valve. Install valve box covers flush with the surface of the finished area or as directed by the Engineer. 1 j All bends and tees shall be provided with thrust blocks of plain concrete, as specified. All dead ends on new mains shall be closed with plugs or caps suitably restrained to prevent blowing off under test pressure. B. Hydrants: Y All new hydrant installations shall be as shown on the plans or Standard Drawings and shall include all necessary excavation and backfill to make the installation .','..r. complete. 1 21 Each h p 3: . : ',: f,P hydrant shall be inspected before installation for direction of opening, nozzle size and threading, nozzle caps and chains, operating nut, and cap nut dimensions, tightness M " of pressure-containing bolting, cleanliness of inlet elbow and wee p bole openings, and handling damage and cracks. Defective hydrants shall be corrected or replaced. 4'; < f All hydrants shall stand plumb. The weep holes of the hydrant shall be kept clear and free , ti to drain. The areas around each hydrant and hydrant valve shall be' thoroughly y compacted to prevent settlement of these areas. 2' J,vh Hydrants shall be set to a grade that allows their proper operation. Traffic hydrants with breakaway joint must be set with the joint above the ground line. Hydrants behind curbs shall be placed with the hydrant centerline at least 24 inches (60 cm) from the back of curb. Hydrants shall be rotated so as to have the pumper nozzle facing the street or rotated to face any direction as required by the Engineer. 4 3 2.5 Thrust Restraint: i� iYry r� A. Hydrants: The back of the base elbow of each hydrant shall be braced against a sufficient area of unexcavated earth or rock with a concrete thrust block or be restrained -{ by suitable restrained joints as shown on the plans or the Standard Drawings, B. Fittings: All plugs, caps, tees, bends and other fittings, unless otherwise specified, shall be provided with reaction blocking or suitably restrained joints as shown on the Ian ri Standard Drawings. plans or #, ri a 17 i"F'77. , �'�' W* s4d.�Q+;t`."�r�'!�r��i 7-i t 4� .4J tt S Sr r � 1 : r e � � i. i. ) 5 i.'t��' to 3�� t �• i iF } �f. tsd4fr t ,nivt .. ,� r c(.,,j x'Sir} f r t i ? .>� }r :r.�i y e : y t4ri•At, ) it } +�r t1d'�.°�i'` � ��•" v-i 4:Art P ay a � i4+Yt.✓ a t. x ( d`�i'`�j 4t$(�'�(}� jrrRi }r��.�x �1v t 1f �z�1 �;•„'� M�� }n,;rF irl'' 1 r��} a .� � xt' }P t+�r tY r s .;�}t 9 f r 1L,+. 4 ♦t ,�+" y,Cty� f 4nr i t t : t 5' t �!Ff >v�'fr N� ! : ,^,�i i•^ tt Ys 'i0�" '� � i -+f' tv`r;�a ¢it �-1p,�r �.ai�E�b�l%"sr �`'�� ^ r. �� '1 1 .t y' `kYsS'.:;t.,k.❑� I kj;f•. 4>3 �1 e F�'`A'{��a" " i' �1 �k�� ,�7�,�t t r{ J r �'I }. ri�n�r kj .Gh it d� �..1 t• '}f�ei+. rr, •. .r. •'•! t 5 g4,. �r dot' t {._. t`.t `�"'"'rrt ltt a,x r ,. .q l G r S,a tthsW.,i."S Ri day+} ._,.t C. Thrust Blocks: Vertical and horizontal reaction blocking shall be concrete ass P®clf7ed herein. Thrust blocks shall be installed between solid ground and the fitting to be restrained. Concrete shall be located to contain the resultant thrust force and permit access to pipe and fitting joints for repairs. D. Restrained Joints: Restrained push-on or mechanical joints, mechanical joint anchoring fittings, and mechanical joints utilizing set screw ductile-Iron retainer glands may be used }.` In lieu of concrete thrust blocking if so indicated on the plans or approved by the Engineer. rr ; 2.6 Embedment and Backfilling: Embedment and backfill shall be accomplished in accordance with the laying condition as specified and as shown on the plans or the Standard Drawings. A. Pipe Embedment: Embedment for pipe shall be In accordance with these specifications y aF+ and details of the laying condition as indicated on the plans. B. Trench Backfill: Backfill for the entire length of the pipeline shall be compacted full depth ` of the trench above the embedment. �YYV R��'; �• r Compacted backfill shall be finely divided job-excavated material free from debris, organic material, frozen materials, and stones larger than 6 inches in reatest dimension. Masses of moist, stiff clay shall be used. g :... 2• Whenever, in the opinion of the Engineer, the material excavated from the G � trenches is not suitable for backfilling, or there is a deficiency of material suitable for backfillin g, the Contractor shall provide suitable material. The Contractor shall remove all excess excavated materials and shall dispose of them at locations provided by the Contractor. .: 3. At the option of the Contractor, compacted backfill may be either job-excavated material or granular bedding. 4• Backfill in streets and driveways shall be accomplished entirely with granular . bedding or buckshot aggregate. r. . C. Placement and Compaction: N�W§yp.f ttl:y. • Job-excavated materials shall be placed in uniform layers not exceeding 8 inches in uncompacted thickness. Increased layer thickness may be for noncohesive material if the Contractor demonstrates to the satisfaction of the Engineer that the specified compacted density will be obtained. The method of compaction and the equipment used shall be appropriate for the material to be compacted and shall not transmit damaging shocks to the pipe. ` 2. Granular bedding and buckshot aggregate used for backfill shall be placed in uniform layers,not exceeding 6 inches and compacted by slicing with a shaves or ` vibrating. 18 rt r s R e 4`. { fit r. * f +l S�a'H,C�t r` : 't� •t.. .c �r. ^�+� �' � r s �<w =a � . .f , V;a'Fir �•, :, ty,jS. +?e w. t•Jx :3a;#�, y f«}1ea't{triF! -fc 1 p J. w !' r` ,, ..y !,.r Y .vtx!' ! ANf{xSf'j•.e:Ml }6 `'�t.,y � ' t' E': r r 1 k 3. Compaction in undeveloped areas shall be equivalent to existing soils and " adequate to prevent significant future settlement. Finish grade shall be slightly mounded. 4. Compaction under all pavements and shoulders, driveways, and sidewalks shall + be the following percent of maximum density at optimum moisture content as x c determined by the Standard Proctor Test, ASTM D698: Cohesivo Coheslonless Location Solis Materials Top 6 inches 95% 80% Remainder of depth 90% 75% 5. Compaction under street or highway back slopes, berms, median strips, and developed yards shall be 90 percent for the entire depth. 6. Backfill failing to meet required densities shall be removed or scarified and recompacted as necessary to achieve specified results. 2.7 Disinfection and Testing: A. Disinfection After installation, the entire main shall be flushed and disinfected by • chlorination. Flushing shad be carried out until a turbidity-free water is obtained from all 4s points along the main. The Contractor shall disinfect the main or.prepare the main for disinfection by the owning authority when so noted in the Special Provisions. 1. Chlorination shall conform to AWV!!A C601 and be performed using a 1 percent chlorine solution prepared from granular calcium hypochlorite [1 pound of HTH per 8 gallons of water]. Water entering the new main shall receive a dose of the chlorine solution fed at a constant rate such that the water will have not less than 25 mg/I free chlorine. Chlorine Required to Produce 25 mg/1 Concentration in 100 feet (30.5 m) of Pipe PiDe Diameter 1 Percent Chlorine Solution In. Gal. 4 0.16 6 0.36 8 0.65 10 1.02 12 1.44 19 I v r .r tt . ' •' ; A� -ttt. fit{' ! ' t .. ,� v`+'y a f+ t t � ;a. `"n ' °t f`�l�.ry Y 4r� '�'+'6 R U��i{ .r i r'�'�t`<�t"ay 1�3n' r .;'a � : t. r. t'• rAr V> 7 r '! :,ni ... ha r .e; .. y:, r F1'6 ✓dGtr; " ,', {.Y r , •. y rr nr-v`r.;',.E .. l t /F v+1�Qf' F ��1}'r' t s' yo , ' •k •ri��l�j+di�',+Ait kil kaNk;•,1av" , �is ` u:atsa._. e..`^:-:ifswa�l.si1�..'vei,a•"y:o:.� 7`c r':=,.2."_.�sa t �'yi"" - n� •,','. vt �Br t�. .4 . jt ti ;. 2. The chlorinated water shall be retained in the main for at least 24 hours, 'r rs, during ,ti, Yl 4 which time all valves and hydrants in the section treated shall be operated In order to disinfect the appurtenances. t ;s; 3• At the end of the 24-hour period, the treated water in all portions of the main shall have a residual of not leas than 10 m � g/I free chlorine. 4. Mains shall be flushed prior to placing In service. The flushin wat :.r disposed of without damage to public or private properfy, D er shall be The disinfection procedure should initial treatment fall to yield satisfactory results. ac 'Pasting. Hydrostatic pressure and leakage tests shall be � accordance with AWWA 0600 procedures. Where practicable, per�Ormed in P cable, mains shall be tested in .. ; lengths between line valves or plugs of no more than 1,500 feet in length. I�a4 Conduct test at a pressure of i50 Psi measur ed at the highest point of the main. Duration of the test shall be not less than 2 hours. Maintain pressure throughout test ¢5 F 20" pressure. psi of test Leakage test shall be conducted concurrently with the re r, •_ �, p sure test. Acceptable when f: leakage does not exceed that determined by the following formula: P EMlbh 9Jnits s � ySa '.1 L = 0.0000075SD(P)1/2, in which L maximum allowable is in gallons ' S ° length of pi tested in 8 per hour Pe feet D - nominal internal diameter of pipe being tested in inches 3 P average actual leakage test pressure in psi When testing against closed,metai-seated valves, a { of 0.0078 ga!/hr/in of rtomina! valve size shall be additional leakage r= 9 per closed valve section, the test shall be made against the closed allowed. When hydrants are in the test All visible leaks at exposed joints and all leaks evident covered shall be repaired regardless of total I® on the surface where joints are valves and other materials found to be al leakage as shown by test. All pipe, fittings, replaced, test shall be removed and Lines which fall•to meet test shall be re i requirements are met. Pared an retested as necessary until the teat 20 �.:.. T �:1'";EN'`";•� jyrp'�'},* s��i ,:fy"Y�:��+�,iii'tt K�rll�b��,l.�+• .r,�t! �,.�'4 F T �• � -.5fisr ��cy�y�,l(�ii•��dt�'�r y''n'S' j ��+ r II� V F', y q Y tF s` i n r fi .ry .r y I; � ��F.'•�Frcwyiiry�tjfF(�<}!, t4��?.., Ya�� SMF y g '?.f1 ri: q � ��a y.`ti1'd t5 ! rt,-' t•a� 3 `iqt w `..�� .Tp��`l?t 3.rylt�°}�r5�}q+�'G•ah'4 i 1'� ��h'y y�:}�'H. '•i 3}",. .. � .� .�' •4 ,),��i�`�issr�it�ii';;��;.:r�;/"'�Fxt'+;�',• �ld� 1�� r;r�t.>.,y q ••�'*d } t ��' �cYi '�`a tY(i� >rYd� 't 4 s f ml; rr a r': � ,: t ,x' 1.: sF .�S .t, M` r y •. q S'.i• siy;��'H!S Tx r r}}/i ! al v 1�,,,rsy}+,,•i�I ' 3' { ty '"�' 'k?ytes<'- - ,in. � x " n .rr 4Y yi r r 7'k� 3ttit 1 �tb}2 gp F '`• j Y Y'i ; t`:Yft ° E x 7 I' jl k, ..nYNi vk7 1bu"ki LN,r i «r F y T N. E t 2 , e t r,. ",`` 't i.3'``i+, Fri' t 'l iti fE/ I t 4 f L'jJ tt jo�` • Y.Mil Sr t t G. / X w. '� ' e �d4'�t Y.t . l rg ; .y ,4,4 .v# `;t •l,.• r n .t3 e7 t r,{ [. _ �; h.*i:rS 1. �� :'S x i. `d�•r�x _ r. i � {r`�ays.�sv��:�u�.Tt�'•.'�1.�,"s. ;r t .Suit_..a�>:��i��,�' iy:..;kl'�- z .ta4� r :z s r A- ding and Sodding: All unpaved areas cut by the line of trench or excavation or -. damaged during the work shall be seeded or sodded when specifically indicated on the x=° plans. Seeding and sodding shall conform to the requirements of Section TS-9 "LAWN y REPAIR AND SEEDING" or SS-10.0 "SEEDING" of the City of Jefferson Technical Specifications. R .l f ;�. �. Sidewalks and Dridoways: All paved sidewalk and driveway areas cut by the line of . t trench or excavation or damaged during the work shall be replaced. Sidewalk and ' :¢? , driveway replacement shall conform to the requirements of Section SS-11.0 "PAVEMENT REPLACEMENT" of the City of Jefferson Technical Specifications. , C. Streft and Curbing: All paved street, shoulder and curbing areas cut by the line of trench or excavation or damaged during the work shall be replaced to conform to the lines and grades of the original pavement and shall be of equal quality, thickness and appearance to that removed. Paving and curb replacement shall conform to the ex f! requirements of Section SS-11.0 "PAVEMENT REPLACEMENT" of the City of Jefferson Technical Specifications. ix wr�� year NA, j tt SECTION 3.0 WATER MAINS NEAR SEWERS jie � ; ' 3.1 Horizontal Separation: Whenever possible, a water main shall be laid at least 10 feet f Ft horizontally from any sanitary sewer, storm sewrer, or manhole. When local conditions tA:3 prevent a lateral se paration of 10 feet, a water main may be laid closer than 10 feet to r; a sanitary'or storm sewer, provided that the water main is laid in a separate trench, or on an undisturbed'earth shelf located on one side of the sewer at such an elevation that the bottom of the water main is at least 18 inches above the top of the sewer. When It impossible to obtain proper horizontal and vertical separation as stipulated above, both water main and sewer must be constructed of mechanical or slip-on ductile-Iron.pipe, or prestressed concrete cylinder y pipe and should be pressure tested to assure water � z' 009 tightness before backfilling. i y 32 VeMMI Separation: Whenever water mains must cross sanitary sewers, house sewers, or storm drains, the water main shall be laid at such an elevation that the bottom of the water main is 1 8 inches above the top of the drain or sewer. A full length of water main w pipe shall be centered over the sewer line to be crossed so that the joints will be equally distant from the sewer and as remote therefrom as possible. This vertical separation shall be maintained for that portion of the water main located within 10 feet, horizontally, or any 1 sewer or drain it crosses. ' f`•� CA N' 21 .f H-',3juylt r� � ;tiFtf.`r~'"}�L>"°�4��rt 11�� yV t'�'aq't}$gy+,frw i))�. t`it7°��` '7•,�1�;,qr` F :.' t� t t�y��t1 `t `' Y ¢ --ry tu,'VC"�tff'r,, t {?yy�� Ott r•�,a, . ir. �'r. 'I�"+'i' �' ,•+�.�t /1t�`Ck.i� �q�t`��''Lr r+t '',7{�t�' �./°L�;.' '(f�st rv'' �k' . YUP 111'�fj ,>r 1 j 7f'+,tibtu�t,, 4 Xc jk 'tr9, r F }' t}r � p'S F�"• ( t 4�7 t Zh>h.(x�•. � 5 y i'r ;�;�n`'~5 iK ;pC{r :A+ySV`5p 1tt��p tj�;5'N'',��kr,'t:4),iv�,f.r$fr1h ri i e F/tJ AC y.l y c�Ty ir 4 in 9t,�.t tr n.r-f'y``{St`,d5 v•t i 4 t tw.t d�tt�d,r 4�"t'f 1r'rx->n.P i r'h(!i 7�4 f.�r iP t n!,t»;�,t ta't Y�.r 4�r,?k`'G�rt r C r`5{rt(t r S{t z+t k:tr E tL t T. 1 K W�#�it.#p{l!y v Z. 4 j,1- j 5 1 t` 1 04 21" f 1 r t S t7 t i�F u.tt"F. u �e`, n �7nn eft P }f+1 N't�� S, t•:�(nti .,�.��"' dt rr,�.t "r ' 1. 5° �� ^� .Y q+�� ` •A-��.',y{�•�.4b�;9.5?'�+'-+5 ta'sZ .z'�{�,T�`d..Ytr �'S'�. .f`{1x�( °'�'�ti .t'"`tr�'I .:YO sa��t�k��s��l:.j��15�s�+�Ft��ar.+'�tat� ef73. .. S� . yvr t � tk i��tk' .t r,..• :. r r , .. r . t a .:3 t. r F�,�FfiC q r 4i•'i=krt' ti tin n ,. 3.3 Unuu l Condldons: Where conditions prevent the minimum vertical separation set forth above from being maintained, or when it is necessary for the water main to pass under t a sewer or drain, the water main shall be laid with slip-on or mechanical joint ductile-iron pipe which must extend on each side of the crossing to a distance from the sewer of at least 10 feet. In making such a crossing, a full length of water main pipe must be centered over or under the sewer to be crossed, so that the joints will be equidistant from v the sewer and as remote therefrom as possible. The sewer line must also be constructed of ductile-iron pipe with slip-on or mechanical joints until the normal distance from the R, sewer line to the water main is at least 10 feet. Where a water main must cross under `} a sewer, a vertical separation of 18 Inches between the bottom of the sewer and the top x of the water main shall be maintained, with adequate support, stied sewer lines to prevent them from settling on and reaing the water man. The k sewer shall be constructed of ductile-iron pipe for a distance of 10 feet on either side of ° the crossing, or other suitable protection as approved by the E=ngineer shall be P rovided. # ' Where these conditions cannot be met, the Engineer shall be consulted as to the f; precautions to be taken to protect the public water supply. ` 3A ' Manholes: No water i shall pipe pass through, or come in contact with, any part ;. of a sewer or a sewer manhole. RE 5 0 : eft S' A 3 fA 4p A�VIM V4 z. Jol 1;0 Ppcf/ 10 0 Ll 00. At 44 C �� OEOR&EToWN ........... ................. .. ............ , � �t ;�t�l4k 1��C M1 13 i� f J•%{ t 1 s� r 1,��!} d },�r�ny,. 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