The URL can be used to link to this page

Home My Public Portal AboutORD12046 .aaa t., } T'^` .F' t/i'f 'f tkt f! '.�"C� „{ e2F f'\)�i t xe ♦ ! ,,3#��•Jr , r°�1"��-;r.�..i.�t,�� ,! l i i� .�. q,.'}. sr-. #e .n a: .t �t..;:`. x ,•t �Ylt't BILL SPONSORED BY COUNCILMAN Haake r tr`s ORDINANCE / �.7 h'1 AN ORDINANCE OF JEFFERSON, MISSOURI, • r . MAYOR AND CITY CLERK TO EXECUTE A CONTRACT WITH BLACK AND VEATCH FOR ENGINEERING SERVICES FOR THE FORCE MAINS UNDER THE MISSOURI BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS , Section Mayor • Clerk are hereby authorized _ • directed • {'w execute contract Black • • • • related to evaluating, designing and construction supervision of the repair or replacement of the 'Section 2. The contract shall be substantially the same in form and content as that�r. contract force mains under the Missouri River. attached hereto Exhibit Section 3. This Ordinance shall be in full force and effect from and after the date of its passage and approval. .j t Fe< '` ��. :i - f�:_�i• .rte !; '. dity Cler - f' n. r. ;a r-•1,.� .,t tN. 3'.n,+{e :,� n r. K�q.� C;•+'+:: •°r t5?t:?:_i,lG2it'f'^tg` !:"'.: .s �,:�° MKS) t' r°iY ,.¢,1 x �l6A,;.t � S" �t::';1•`,: r,�, ,. .'rw6 �`{? ;,r;�* ,}"•y w, J « ", ,i' t; < •U't t d. .rJ, t"} ,,# ° aF•�t i �` . ±"t ,ap. ,'�"t,v �i!":33. Y"�•if'•7'i,' tTx`;#iv•;!'• z.7 iYn # ,r.: r t}, .� f.�{.d.#;',,,xv�;j�';rttt``,�x�ri�'.t•c�f'�,'��+ ��= .:r,�.a '�.'t>;�{r��,+.�rh.r c t,�:�y,�� ,{ �•,,�,y .w��# ! a s 1 ;r,, tr. • '1 ,r. .i �.a�! .'l,.Ttr,�ya,n,.;d?+ti. 4.i'.4�,�•`,av{..'r�k�?p r;,'.,lai`(�'YY. .�.+'s.�,�d�� .y ,t,+##t�«,ts� dl+e: ,r��r�,�x,S?s. ,#Sr�il.,�: �,ale .. ! 1 `•! $r. •.��t;i;�i.f�`t` t,sS:r. �:rfr •N �� 2�S�tu, „'?.J.;,•7.F:•':}�•b'•• FsS.��}>,1�e,�.,}�;'S�,+Yr;�.r�.,�i,.+,.� G4 i.�r F tf�;si :n:Sli;si. a. . { X �,+>✓ §Y x, fa;b,.!'�.Y3..t1.1;�(y',tif�5: t},�.��.h'N:. .Jy7."Y /.Jxvh:;�,t;tfirce..'?. .�1;�:.13;!:. t 7 � � �.:,:, #!.�4 f`, 4•�+ur•�:k,�s<.t��,�.1'''�}�;��..pp((,1ti {��b..za:b,it `�•cft�ata �,��..>� �.rt>t, z ,,t>+;'s; r. + f t �,. ,i # .{s� 3� C 7,t ,)c.-z'7th'l�iiV v.e+i,".ti5,:4:�•:•l;##,.ty,,;��.r•45y15�d t, , i?./� �n"(').4r�3#Cs�w i:jtS t 4+t .,+� .F: t t v..,. ,r �� ,{: 1,, k'<.��, Fr;'"t'-" � ff 3., ,.rr t4.: Li. •F.t 1. i .F �t 5 ,at.,.l s:i j„ .y,`+ '.Q .mot .'h, yyti;Pa Gy �"1Y'3"�,.,+,t�'t„;tr'•y,114�I4pk x1... 9? ! .i, i r.s �JA,s .,J4,i.,y+'Cr ;t f��! ,��'+x#!�t' t .�?t .�'f1t 1,�;,'3;}��1�.�,2f-�s��,,t�./+� }Ct4S'�Vs+�.}1.r��Yt,'•,'Si t �i� .tti�! t *„'t ,:v .� S � �r 't{° r� .,!'tt Z,S<�"e sr r''�;�•+ri' .L'j�i�;Cr,jr�w�Q� .ety�}"}t''M1i+r{.`F f0 e•�qg."i:rit' tit'C�2f4�� :R15',t�., ;'�xhJ!'F�M��Z' or r.�r.tr .i tt 'r:, r s # �t1 y4�'� ,}�f,. 1,J xt 4 _ ;�'•Cvi� ,�'�lk�'( +�- { �„i{': 7 # i'�,r rt�f +. I 1 , .s,> .3�'� �{ . ; 1. # '¢r,y,z7�''��`rtii'}�.',iN";�'� Y'•z �h .�� `'P � .,!:v,•.ii�i?!°,1.°,.y1' * .i s. .{R. s 1 .+ t;�rt };'> ,.l}P1:,f. 4a x. F4`r.ly#Y tfj ti,'.. ,45r` 4 •;s,,{,r i`•t .S , s ti , tdr j. .{?;'.'�. tz Y,l7 i:i,,4r4 ✓ i Y$,,,v, a.i t 5 �. �f } et.�'$3.t.� ,s{> •1r' �.i.'Y,F �jj�f,��i��t d�3y+ r' t!'r i•j��yt fF,, R;i1.1.," ;s r r�fi.S }�F 1. - t ,FS R,Q ? jyf I✓'+�k}t#t'S. iY# FF?.•t ineF'�."#..,.;Y,t All.{a�F .fir° e,� ,\ '}jak `s,,{s; •f}�"t.`F�' A(,:,' i'if > �,4rG.$ :r,A't'wF"r*.n..;.:`1`I{7 L! j t .l 4 3 +} YS f f�t �.;"'r�^t ��f;. .f'x2 '.K�,'�'� f3 ��zk�+7#z t + e,)irs'.t.St”�.'�;�*��W� �S�,r'M �tz,' �' E"� r�`7`5 'tit'. '� `` •f +t r .$� �La .Fri_�. ¢, !*' t4 i'•r � 9 .;'•, t-,s'n t, y�1J��.,�L S/ 1 t. T; t�� 1� �1: �2 tr �tT''• •� G +,'w,2r,.�.,�, 1 :�.t� n{ Y A �}ti i j'+� 'i�Y""l.t , S j r ,v tHr+rr' F� t a ;�Y�itY`,�Y?'::rot^eyh a "7,•w :yrrs••rrc-..n. �,v-,�srr. :;sa�t>\''., +,r[>:.,:;r.Nw:�twrarc•?t:xY, .�;v;�;••xtr,Jat. �S�r�.",L;S �Er� '.f�$� ,�p�sf,+"�.t'!•,tw,w,..nwrtttl!„ER',+'�M;'�k�` �'1r�2t. • a it, '7ii ?,�+ric �*�\ 1�' 9 ss :�. e N•'. ti +v . Ct X t�f 7 rr} +� x'��-a.l.�e�7•'Fn{,*�>�s� s'M art +z, h ' �{ ~�•� 71" t „a �ia)at \ tts?fsS� >rt$ ��{wttat ��tli ••t•t' r.I M +� n'�t”( t;��.+.,na,w. `� E r9 '�1 i� k✓ Fy f ..�}�4t tt,�n. �.'ff i'..3�f �s��f�}x k(,,{�4r7'" t�� • t,: .p .r r4 'fir; • J t a. ... � .. sr pY Et'i'k d t .F:1ti'•..._ � E .r � r � Y ').� �r7• rt•i;�,i ' �1" r �f }. ,?�!� t, t f�' . � t t , + y�r r$:11 � 2-d � •::T�. ' 4k'�.k� n ' 1.y .t t 1 .r t t t!. j .i rryrd r. ��i�S y,r� y r vt•t ',, . :� 4•u+tt 1£ i 'r 1 �t d�ra+4}+t � v ,. � a+,r, *t('"` ' f `�'"�'�li` ��•e:•;7:.,, r p� 'l+�g !'�. t h'�c."r`C ''n �t�is "3>� �l"r G t� ,�4sy r > t>{ r�•a,,f�{ � J .r?�. ; '�e � .y, d +r KtY AI 1 cYr fib+ 1 =t✓ i AID'' Jj�� +^k;��1�, } ` t 4 .l��{�y,��i��'{.if,Ey)��'�F;}\ .�� ,% �`t�*+"t��,•. iF� i"", .;�,; .'• ,r, R z . n y. BLACK &VEATCH J 7•p? ., ••kFj 9t.7+'r s '�;: ,3. " t ,S �E4�� rsr i p� , d .,2�3��,�Y �y�y��;}3�{��i�;o�• ,•i-. rv, t 7v}+��r ) �d it'k� � ti!I��;'+�j r �'} r fyz 1 ,C �ryJF'.5"£ti t^'�' Sz 7' j i i�;I,fili71{♦*', r• ` "7ifh1£' 5 4 Di t r.,Z 7�.} sr•>. � .K ti� '.} .,, ,;'�(r1" ,4d'r ,!i' k' f_w x t a !' t .ci Jl1 e r, t t'. 93 �j IS+U_ h' T / t� ON .� { ' ♦I I I I I I / / I I I ♦ I r 1 l I I i ti9 ♦ 5 . �S zt• �� `fir -:t.I.•t".,l p�..,�.� �{1;Y Cx ^.4t 1' °1:*' +;l,% ..4•.1•'t.. r. ..;., •YV !' .t' `/tr:.ri,t'S:4 ':,h`ht•+.ta{f.. :Y" ::1''V'r l.:f:}:,i'w.,�..Si SY*Sri i'•1r i Y.St ' •/ tF,•a.�..•;:'�:�S'�t {'Y...>'S,t�S.r•t;• ::i� �,�J +.: ,•.1 .� ,�' .#;.;.t.'.};x.,j�,'} :.;S;fr, i, ',..�.,�t�..,fln JAS. '„J,.°:+,"i}'tii` 7.h",.}.r^Y. `�:+ s •s i t f i 1 (.�'. i ?�• .,rk {'�' ,r t,?,i� a' ! .111{ !•,\�.,� .y5..'.; i '� - , �. t^{m.r� .rt^, ,.`t 3Y. .:r.�F�•`�.' �..",x''16^4'�.i^,' ::}i iiy � .rs,.� ,'L1N t3L' :�`}-nC';-�•3 0� 11, t ( ?;1 s l,<r,._y 5 X44 ,, t!?' .�"{a`r,;,�a'ss`:t. ,rd;;i[,•,j-,s^'Jx.:f�4'•'J,?,.'ct,,.,,P'•,. r SS 'l t>, 1 .r l .Y! I .. Nt t'•�f,'•t{, t.w, ?' ,:,i It i.. .1,:r n:r,''t1:•i.:t t...J,,t !� �r'�."'�P'�ro,Y...S,rr.r{;~tc•gi?et..�.�fi iY.`r4 t:� '.J' 1 '', r r, €1 �..t: ' r..,l t:,. °;5 ir x' i:,a'.1i)-Fyta��41v ,i"s�;� .t,;,{..*,'�<�;'t• '"�ttr F.+t'ft'9,�'}lnr,•�;9?�i''iti4r�`ni..>.4�i'�:1.`i*lt Kit 7ri.._7 .t 'r tr !h. .r SS r ,t 'i'�- a.fv ,4 "I {^i p:rf}f tl? ,.1+ ltS.�1:::;•�..t, �... E �. ,}t'S'. ..ftt.!; i - .I i. �x. •. :. ':l;..f,r _,t�,�„,%' ;va:,};�)�tt;`i?!:}[Y rf ft- r ),.'�7.�'t:c T t' :at+'.'"r? 3 r, i. r,e. x is rr rJR :.'ff yru:•r;' g.. $r xtV.(A<:: ,i:?h _i,y�t xF.i.4j,.,.%i.r;,:iU'y�,• S t , }. r .1.,i,{ }1'C.i�y _Fj,Fu;•'.. �?"'r,�, VA,�t t+ 1>Gtlri;.uY 'y}. i•�. Ha 'J'4 .i t'�`.t 1, ..1V 1 li <f..c�,iliS 7".tAr�6„r,.:_ Y'? r f. t '7�`> .:'t •t : t { .:i' �'!t.�d.9i ltY4 i �.}..; ',.s >I�Vit31�,� ir r�1',tip•x lr{£t,r:..�l�jyr,t�tr� it U !r. i t ,�. t rt, k cS I& +t,ri F>N �,�y.'',f+Fn,.�:,�'i,,�trf�: .�',✓�ctl�a+t i5, 'i'�iri'f. 44gx� r.I ,'r�'�i'1 � , a j,(;i,, :',,i � �. �. L.r f l o�•+:'�.✓^ 1 t,,rF. ?; r.r 4 .I; t 1 .!". Y.., `rlj f, t. �' rf [L 1�„' P,s; .t,Cr �.. ik'� l.s%r'�i,:.+ ,�.''•*.: i� ,,� :t :i 7' �,�. 1� .0 1 �..ti F r AJ` ,rS.Prf �r,•tf` 1" r rv�{� i"t 1. 'S1 �\ l t.. / k i �1� r x,• t v r [.�•"V�k�2�`r�"�y;�l,�..r,a �cr:c,;ri f+F 1:+ � �' '�1 t v -+ .a�i +., � t.4. `�'S1 Jar i t r :�Ir� $ry r� t #FU t: T.v2..*ttyJq ,:r�q� ^!�Ji1:'�•� +x J °,v�'r].,t�a)j:n,,r:r.�� F � ^� Y.. i Y I , !•17,...: � ;'{ x .�•.,{.' 3 F,.a!F i �� Q ..,ty,rf 'i"i` t�.•,,;�,�, � � �: 'J '1 ,f tr �.. ", -e. ..s tS... t.9 b.ij.;:x.,1)1 a: .r��. f, '.l.j�am�, 4 •,}k,�+,� ,h�.i{$5...r�>;::�r:a• :,'{,,w,s.:•t•.. rrJ't r e e ..t. t. \ tl, �. N ( l�'� } I/ ) ...7 i ,{y.� `,r'r;)''�{;r'',r•. .•j. ��r,.y,w,t, i ir{NR�;n1t.Ff', ti.jGds`�^ .c 7t� `u�' cKn ��Y1 �',;1 "+t: ',l,, t t •.\ 1'K r K?� t: t '.I. t:, Ka .;a ,t 1p•.lt: ttt t r�; .' .�1�iy r' Rl :,.}.'Jt�S'r ,.:�. ,i. {�} i + � ,1fiY t'�" '•+t�'°:•'�';�ff•, '.p/1��i 't":`a, sty r�(�:•�kr .i�;•�+•: k1r. :•»�+ !GP a'u„'�;°��iF �"t` '�=.. ,�;`,;�t r� cf''x :�� ..13j`,'1 tom.: r'q,�.,-` .l3`; � K7" �ta.z ,7„ .J 2�c.+��:� '� ;�i� r! 2T,{<�',�!\, "�� .. ry� fi..t:h..,:� `.Y kltl �:':ilk,.i,,. mr�•� .-"1,. i:J. �•a• •r�t .'� �' 'S' P -ti5'�•`'t`r�' S 3 i' t+. ! Gi, "�..Atl 14�:�,ta+'•s'� ��J� �7)t.�J it'.�ttl G., .il�•'�� ifr��y.+wWSM1G<4�„41�.. ... S,;��:�� i iy�,y1 i t G".��.��6�t..}, a�}�4. 'I�ric>�Mlw+i�'h�� 4:•: �''�!' .`'� 1 JEFFERSON CITY, MISSOURI DEPARTMENT OF PUBLIC WORKS WASTEWATER FORCE MAIN MISSOURI RIVER CROSSING SEWERAGE IMPROVEMENTS ADDENDUM NO. 2 f� A. SCOPE. This Addendum No. 2 consists of pages AD2-1 through AD2-3 and covers the following changes to the specifications and contract drawings for this project Issued with this Addendum No. 2 is a REVISED BID FORM - pages RBF-1 through RBF-6, Cole and Callaway County Wage Rate Determination Guidelines dated November 2, 1994, Section 02320 - INNERDUCT CONDUIT, a copy of the November 9, 1994 Pre-bid Conference Meeting minutes and sign-up sheet, and a plan holders list for this project. B. SPECIFICATIONS. r `{ 1. INVITATION TO BID, Page I-1. Add the following new paragraph immediately after the fourth paragraph - description of the proposed Work: "Three 1-inch nominal inside diameter innerduct conduits are to be installed under the Missouri River. " 2. INSTRUCTIONS TO BIDDERS, Page B-2, Paragraph 4.03. Add -the ` following sentence to the end of the paragraph: "Contractors shall not be allowed access to the construction t area on the south side of the river until after May 15, 1995." 3. INSTRUCTION TO BIDDERS, Page B-6, Paragraph 16. Replace the fifth subparagraph with the following paragraph. "If the contract is to be awarded, it will be awarded to the Bidder submitting the lowest Total Lump Sum Bid and whose evaluation by Owner indicates to Owner that the award will be in the best interest of Owner" . (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) AD2-1 W3JRW120294 l S x , i'�r �{� �. `yar .�s4 @,i*� � � fi'•a`�€„ , i+.��n : s +.t [3 r�:"h t �•rf6t $Fr , ��3,f.s;:r; i rt?Nl�„ r4ri�?lx� ,3�.�SE� �_`?�;H., r,.��i�ca ��Ruxf`iyy�,rrnf'�`.,Yr�t i.:,; i rk f..,t:•`'f .� ` �r'•r �.,, i 2fit { v 'AnA+Sri:�w'iYr+t+wi�,rfr�swwSs..vt � rt..r`�K_r ry M rs.t`n°'�i�*.�t �'• 7 4. BID FORM, Delete pages BF-1 through BF-6 and replace them with the attached REVISED BID FORM, pages RBF-1 through RBF- wr fps l 6. The REVISED BID FORM shall be completed, bound in the rglatq-CHIM,-1 Bidding ocuments and submitted for Bid in accordance with the INSTRUCTION TO BIDDERS section. The BID FORM is revised to include a lump sum bid to add three 1-inch nominal inside ;� a `"+ diameter innerduct conduits to the project. 5. AGREEMENT, page A-1, Article I . Add the following new } paragraph immediately after the description of the proposed Work: "Three 1-inch nominal inside diameter innerduct conduits are t; to be installed under the Missouri River." 6. SUPPLEMENTARY CONDITIONS, Page SC-13, Paragraph 15. Add, "Innerduct conduits" to the list of items at the end of the last subparagiraph which can be completed after Work is c ; accepted as substantially complete. r :f } 7. WAGE RATE DETERMINATION. Replace the Wage Rate Determination section of the "Missouri Division of Labor Standards Annual ; Wage Order No. 1" (at the end of the Supplementary Conditions) with the enclosed Wage Rate Determination r sections for Cole and Callaway counties dated November 2, 1994. I 8. Section 01015 - PROJECT REQUIREMENTS, Page 01015-1. Paragraph 1. Add the following new paragraph immediately after the description of the proposed Work: "Three 1-inch nominal inside diameter innerduct conduits are to be installed under the Missouri River." i 9. Section 01015 - PROJECT REQUIREMENTS, Page 01015-1, Paragraph 5. Add the following new sentence to the end of the paragraph: "Contractors shall not be allowed access to the temporary construction area on the south side of the river until after May 15, 1995". 14 h (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) AD2-2 W3JRW120294 � ` .$ } �'�* ,�, r l;�;x[`k•'°.• ast!.F�;'+vy .}t,i '�.�3%�,�3iy�ti�,��`,`?�{c�¢,�'Y' ':y, f.! 1 �� .}r(` .�..,�!i .,rl.;�.,,r,,tRr 'y"i� >r., � `�"',n Tk��`Er�,' .{y1i5� `t }ia..i� ' u sur x t�` `... .. i a,�."♦g+;'��l + t, ,4•F S'*X4'NM1�— '- a�tlil�.�Vit f" xi" ..,. .., .:y . ': }, ..'Jh' X. h j a.�,�� ` r — a �aii�vr�t�ae'.�tiai6�rfsfi�a.��dtiw�iYr l'A�llfwils'w ►1f1ii�C1 =5i 10. Section 02320 - INNERDUCT CONDUIT. Add the attached new section 02320 in its' s entirety. 11. Section 02621 - STEEL PIPE, Page 02621-2. Paragraph I. Replace the second subparagraph with the following paragraph: "The specified size of fabricated connection piping, fittings, and specials shall be the nominal inside diameter, in inches. The connection piping may be spiral-seam pipe. The specified size of the 30-inch Force Main Pipeline pull- section may be the outside diameter, in inches. No spiral seam pipe will be accepted for the pull-section." C. DRAWINGS. 1. Sheet 5 of 5. Detail B. Change the callout, "SEE DETAILS C & F" to "SEE DETAILS A & F" ACKNOWLEDGEMENT OF BIDDERS. Each bidder is requested to acknowledge receipt of this Addendum No. 2 in the space provided in the Bid Form. November 30, 1994 BLACK & VEATCH (JEFFERSON CITY, MISSOURI) ® (WASTEWATER FORCE MAIN ) AD2-3 W3JRW126294 � .�_ '+ S 4�f ,� .n �., i }9s. •� .f s . y�Ft."'.s _ 7 •.+ 9N h!4. P� t . 4�t .�. I}M ��'tf .r, i. sIJ' k 1 ,ei. ,S' .M 'Y'aAF t t! �` i,'+L fj(•• i a �. ,P t +s.. . _. .. U'-�Or.�._r_..,1.,. ....a. .;4 w .._.� ,. .�...y.l _...�^::. 25:1.. ♦.. ..... _..._�.1�:.7"`�,ll✓1.��d.e.� �i ..:L .e... 1 t`-•t„s.s w-•,.,—.- r-r_.,,,. f r f c :� 't• tY z!• '7 1y •'' i ix ?° t it ., f4ata� a �',,. r{ x.r:EiS� �t• t '}n.. +r} �'�� j�� Iii�ii. �.1 �, NOV x.� t•N 4 t nY chi• 1� #a. �, Lt K• t a� i I �j�I� Q;`q} � �F t 1 � i ' y(�1� #xt�'{�'4;0}�� r r�Ot��.•�[��,��• f " � "' ��r 5��+3'��.f,t� ;h' '^ 4i, .•gt1 9�s��F �t�t€s•'�Yi t y `3ry`�7"4 3�e•'�2^ �(t yt,p5 '«WYuli2L:a�Ciiz`r�, Lc^`�.'S�,!�31�,n?f:SJ {"'+T•�?MyJ;ct;. .• 'th t BEFORE THE DEPARTMENT OF LABOR AND INDUSTRIAL RELATIONS DIVISION OF LABOR STANDARDS Jefferson City, Missouri y} `? Re: Annual Wage Order No. 1 tt Annual Incremental Wage Increase to Annual Wade Order No. 1 Pursuant to Section 290.262 . 9 CUM Supp RSMo( 1993 ) , the Annual t Incremental Wage Increases for Outside Electricians, Asbestos Workers and Roofers in the county of Cole are set forth on the attached page(s) marked with a "******" by the craft (Occupational Title) . The attached page(s) should be utilized to replace the Building Construction Rate Sheet(s ) and the Outside Electricians Rate Sheet(s) previously provided. The new rates should be included in the contract specifications for all future public works projects . The balance of said Annual Wage Order No. 1 shall remain in full force and effect except as provided by order of the Labor and Industrial Relations Commission, as provided herein or as previously altered is pursuant to Section 290. 262 . 9 RSMo CUM Supp 1993. Given at Jefferson City, Missouri the 2nd day of November 1994 . h • 1. By Direction of the Division of Labor Standards of Missouri. I Colleen A. Baker Director (SEAL) . LI t e t f h � sY •t+X� yf i��tj�,"r'rh�, �tpp�1t �'mhyZ� P '�h 7tt t '�;, V 'Fr` isC' � ,t A f'}R'1`�'r,�'1±`4�+ t°��7.�4'e7,S.f�'14�. �'�l�a�'z a''>'�� `" �!1 t "# • x y, � i fi i$ }4 J :✓ m�ti ��.��t�t� } .. Ft t,�h''� �3. t 7 1r+1 J ! Y t .�>iT �uLL� amt ^+LT,}. C t �f 1� �'� .! t,., x �� i -tw^f.�lf t;. t7atTi., �: I !t ti, i Y �t!'C'• ..` ' I " .s Building Construction Rates for COLE County REPLACEMENT PAGE Section 026 3' .f s( ---Basic CRAFTS Hourly Time Holiday Frin a Benefit Payments ' Inc Rates Rates Rates H & W Pen. Vac. Ap r.Trg Other ,..... bestos Workers $24.56 19 28 3.07 4.52 ilermakers "' $21.05 4 7 2.75 2.00 0.16 b tBFckla ers-Stone Mason $15.60 5 7 1.85 0.15 ar enters $14.78 5 7 1.85 1.05 0.15 Cement Masons $17.85 4 3 Electricians Inside Wireman $18.44 28 7 1.95 2.50 10% 0.15 NEBF3% 5""•^ t Communication Workers USE EL CTRICI NS I DE REM N RAT P.,�ti=; ••• $22.01 1 20 3.845 2.19 a 0.085 Elevator Constructors `%� � `,,�`• En inee rs• Portable & Hoisting:A' x Grou I $18.22 4 3 3.50 3.35 0.41 Grout) II $18.22 4 3 3.50 3.35 0.41 Grou III $16.97 4 3 3.50 3.35 0.41 ' Grou IV $15.99 4 3 3.50 3.35 0.41 r `' 1 Pipe Fitters "• c $23.75 1 3 TOTAL FRIN ES$9. 3 Glaziers $11.00 FED 0.48 0.28 0.451 HOL.32 ` Laborers Building): f° $12.2a 5 0.10 ``TiFa ; General 7 2.30 1.20 Semi-Skilled $12.50 5 7 2.30 1.20 0.10 '�f°r '' $12.50 5 7 2.30 1.20 0.10 Hod-Carriers v Plasterer Tenders $12.50 5 7 2.30 1.20 0.10 : , Sewer Tile Layers $12.60 5 7 2.30 1.20 0.10 L USE CARPENT RS RAE athers4etal, Wood noleum Layers & Cutters USE CARPENT RS RAE Li Marble 0.15 Masons $15.60 5 7 1.85 Ilwri hts $15.53 6 7 1.85 1.05 0.15ri on Workers "" $15.87 11 8 2.62 4.55 0.23 h ' t ' S Painters: : !' Si n Painters ' Brush "' $14.00 18 7 1 1.00 r Spray "' $14.00 18 7 1.00 x Plasterers $15.85 2 3 Plumbers $13.94 24 3 TOTAL FRINGES $8.32 y Pile Drivers $15.181 5 7 1.85 1.05 0.15 Roofers $17.35 12 4 1 2.65 1.85 0.14 Sheet Metal Workers $17.22 40 23 2.86 1.99 0.27 SASM1.77 Sign Hangers Y Sprinkler Fitters $8.00 FED Terrazzo Workers $15.60 5 7 1.85 0.15 '{ Tile Setters $15.60 5 7 1.85 0.15 Truck Drivers, Teamsters $13.251 5 5 1.50 1.50 Well Drillers USE BL G CON T. EN INEER GRO P II RAE Welders-Acetylene & Electric ;} s See Footnote Page & ANNUAL INCREMENTAL INCREASE 11/94 N.s,y • c ,. ,�,...."_' •^.>oewsrnrotAngezcsaus;+ ..r 7 k ``r %` +rs � i�ii;Lij' s.\ iJ i?S�jx.ylrx� st �1 IMP` � ry i+�{t' �y7,, :} �,Yy �'�kk! I t�f ( s.�,t yr 3 s fir• W sr.t,` : , r.�r ,t'. � .,�:l,1,<',sr'f,s•r,�',tYtY'y �� ' �� T t I t �;u1ts:{yC;y 3a1 4' � t � � �� S i4.�4tiaj ,{� 1.< ,,`��5 @�•!4� �� ., �1`f i� _ �.et4t F t P �S5 i .g Y, `�sy r, Y.;a 1 e( ..},v �,asi,,� .y.i iff��^, f.�' sI � �k•. cif Apstx r �< is fif K c :1t l`rsf ' S s, : x� �,' ..a. t f� �{ .i• ` �. ! �t t 4s�..`r: .+ 5i"jwy'�cij It t^��7j�2:�� "+�y �c1 , z��fKbbbr.,y{V ry¢R rt r j j��ftray$' +� 1!F}i:s AJ,1,c_t.;i>'�•�i ,.{'•t y •�Cr:w .k i V f d:"Y•l : I` - .. }.,!„T 4.`Y r f �f l'.{.bJ f.r•c.�l J.1:.t.1!1.•/i'(i .'�71).#1 s'�'°S.'�•r..Yt.'.`i t:;!:i:�t,r J.�Y'{f'y}.k t�.kE,t w�.'.t�rtF....:f�k:it•fi..l t,,'1 �"}j'•"c'q k°,"r t�,y`1:.fKs-�\1 v,oi�"+•Y•,j q it,S n';'.�+"f{.'s.(5�r''W(±...n:^?1 4:Nfi�•tr.x;,4?ky#i.„t.tlyA{t�'r .,..Yr!ar?r•`r r�Pi„iY.ifF7,'j?;.;,,'r 5:t, o>r✓}�z c� {o r y�;2^{�.u• a,r Ytl>l,,q:�tr,^e'y.�rh�s�J,rR,'S�•ru yrj OUTSIDE COMMERCIAL WORK ,i'r.yi�`r pt?Y+r3f�t y�.'4g,.�•.LU 3 r.µ•r iy y�rfr`a','?r”wr.�"t,y'l;T Y}3t,��.uY 7.7,6r?.,�7{iF.::.f rS:u fii3}4:r'y,,�!+t tyb•#".s�'.l,t;x).£l{_ ! • t. F�'as'S•'idt-4:•rtu.h.f„.q.'Shk+;xr've•,t'a9.``'S yy'n^�;S2�,y,+y�J'i�t''bn i.'•`c i'n;'K bV 14,.:r.{}t..p h'1�.rt f,<A,?.i"[tiy`,l:!:��:�i�t',lw.�'z{'��.r:1xr z s r 7+a„}t:ffy-.•3''n�i 1•.1,Si'�•7 1k,S.!.'5i,5':i.•'T:`l:'{i��{`3�k v�;t f'L s tl�{.:;:t 6�:.j}.°,i�.5!in„Y.tt'�u�tr;..1 ii j•.?iS,i��r,;y:r�r t7 v..'. r:•..ta'.,•,/5„.`.7 1 k.f"<w�k 1 i..{1''�'�"t'��:3'i�4K" .Lyt ri'..¢'..-}y•r r 45...f,J•vK,M,, .1 alit :' Journeyman or \ *Groundman Equipment Operator • '�. '• • • 15.67 "Groundman-Driver 15.09 • • months)next twelve months 12.65 next twelve months 15.09 ., j 1 Vacation Holiday National Apprenticeship " of National Ben. Fund *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. groundman perform duties as a blaster they shall receive a wage,rate comparable to the 4th.""Annual Incremental Increase 11/94 • apprentice raw. f� -W'T+ p 3Y.44 t i 4 I riJ 1 .s ar r f j. e �� ! ' .t t'C lt., t �� , vK� .,,� 'P .�?' ,�,.f Jr X,• :i .I ,., t }A, / �c ,'V!'• .s. ,. �,. ?r.w .rr,�;t,t}�,.:�ar: �•,i:�-ty'�tiPg%�!ti�(c!t'� W.�k�+;{t,.z?�•.�}i„rer;?.;1,::�ry�t: +t t�;,r• .,� � r. t' •F i:' '1�p 1, z,`t15,•,i. f� ;>;t{.,t.�c;�'a5�.,.RtL...tt{{,f r"t*}'<;'tka�;fru}z.;��at +-``Ot.42,1•+- 2r, �I r MR- M' k,� r Y7•,,.F.; r•},f'.. �.j:;' •y?,' 1 .tr(:;}`1, ,?fit, �,�"�ii'F• s. ,. S t l” 1. (, �- V. T S;iY,`� <#�'C�X�'4 y;�„S•�t k S•y J .t + , s` +. �, �= t t,✓�;f, c # �' � s x�z? 4`��s,':;S'.• sz, Hyus�,�. �>< fit” s.};��e �., lrs. {tit tii,'j�i31t35 vw+'3'..�"'.• ,r�f;;�yl.:.}";vt�E,J,i, f�,yu {u,`1,�44 M� �'ir: rt ." .�., 1 y �•j'. i ;•' .r. =.1.r.. _if.ye G. r �i}l, �'�v;�: t�j�xK,,r�,i•�•.�j�yatd'•,�•t�7+,.�� i��'4l c`` i�. Tw1�.t. +r + ..t. h� '+ I ,t. ..,.}1 r �.•3 It .i'� ';°l .J�:n°`'S.'i4'k,.t.;5 ti l�� °1`,:p!1� t��r,�'g".5 3'+'! '�7r`',..;prt':~'f�;r e:yore i• lt.. t �;3k '1 r „+t 1. '1 ,s� .'. � ''�" '•t k .2 4.1 ,Y..sr1:. .•,y' 7 .r •�. �ly�� .a,,Ufe, SCE .;(:r;�",+r y, #, �< p,zn 4,� �n ,�rv:t�. ,.+e.: •.1+•.!„I r y �.. .r. _ 4. �.S •r. ,;2,�n ,l;:-� i. s�•,.,I j•:,'„ S. ff,.,l:ti�c 2{'�• mil,•r.ox, +'€S�qA�}..t+74.�•'�,i4...�:•t,��.: .i, r �tr'tr.. + r l -i, < t -y +' . ;y, - ;t' d 5. t::, ",,.;,t: fir. fX n,a,,•_y�.tSr..i?t+fir,+.,.tfi.•rS•} i}� '!'.arh., .rit 1' � ,�tiY F y �'t n :"kyr, . •,.,. y,as' A"=,W p,1�,'�iu,:{ tj 5�,�., � ;p.} f+'fJrS ' nY�u r i y1.�/.'�"'sfi,,,`,` t s �c!r y tr 'i� r+-.,•,,.",,,{((/� �< y,C�;• � ..t,��.. ,r< rr .��' ..t•rr'yyyF,,��3i'i ,�C :'�r�/y�� tiri r#7;��•,C�r"i�4a? J'S�. y:{ f, I i.,t } .S _ + .r"�,.,a.�k�• �. �,,i „r,, r r .�,y. •,r�.,;��: �,: 1 fs �� 't..t`;�t,.tt.�t,i;+;^ `Tj�� 'i 5+�� 4r,.t t� ,•'^-{4.'a`�ti' � ; h��j t ^;�ri�,tr / ( '/. ,� f�Y�,t� � `iT� t±:�,.,•J3y,'t"'t:i^.��a �' � < �••� t 1T` �.' }. , r uK�1 sy;�I"`•�iK f l�,}Ja+\� t Y r.1 k "�•4 _. 71fi '•,MrF•'ww�AS:Y'rr/r..f.4, ry • . ,? h' " 'i+ ta� r:: P"1+ n;E�» � "%j-'�Y:'a"rf"ih�1�"kSXf�'IN•'�a��.fi'SN'�I $t�',�g�'b�r".M`., .Sy.t7Y'^'A9r , t nu UTILITY WORT{ F r *"*'�**Classifications Journeyman Lineman or Cable Splicer $20.90 *Lineman Equipment Operator 20.90 **Groundman Equipment Operator 18.04 Blaster 17.01 Groundman-Winch Driver 14.65 Groundman-Driver 13.96 Groundman: (1st six months) 10.83 Thereafter 13.96 Pole Treating Specialist 21.41 Pole Treating Inspector 19.73 Pole Treating Truck Driver 13.43 nee1enefits Health & Welfare - $1.75 Vacation Holiday Trust - 10'/, % National Electricians Annunity Plan - 19% Apprenticeship & Training - 3/4 of 1 % National Elec. Ben. Fund - 3% e *Lineman Equipment Operator shall be a Journeyman Lineman or an Apprentice. In the event that a Lineman or Apprentice is not available, a Groundman may be upgraded to operate this equipment. **Groundman Equipment Operator -- all tractors, tensioners, tension pullers, trucks four tons rated or over, digger trucks, 5th wheel trucks & cranes, and all trucks with hydraulic equipment with controls outside the cab when not used in the operations assigned to the Lineman Equipment Operator. OVERTIME RATE: Eight hours shall constitute a work day, forty hours within.rive days -- Monday through Friday inclusive -- shall constitute the work week. Work performed in the 9th and 10th hour, Monday through Friday, shall be paid at time & one-half (1 1h) the regular straight time rate of pay. Work performed outside of these hours and on Saturdays, Sundays .and recognized holidays shall be paid for at the rate of double (2) time. HOLIDAY RATE: All work performed on New Year's Day, Memorial Day, Fourth of July, r Labor Day, Veteran's Day, Thanksgiving Day, Christmas Day, or days celebrated as such, shall be paid at the double time rate of pay. When one of the foregoing holidays falls on Sunday, it shall be celebrated on the following Monday. f I k * * * Annual Incremental Increase 11/94 wulee.6,t r r: ,r. ,. .. ,.. + ,:.,s �, r va .•.v. yV .�.4.A. ...,°. ,GM1 t,'1 L.. i.� r .,{l .,r t q :,iNl,. tC`k'. i .11A�x u�,FidryyS e{•7ji�i Ott..?s„�tP�g"'kt'�t',^S',SAr�N. ..�#i� rf j :.� T�tS. �r�7•( .�^,�.r •�}.�=s,,�,�. r.tri,:,r. vy,`.h�+tl3yq iSx � � r•£�: rf �.�S � �f��.f;.�r�S '�•. v k�,V. S .f.. BEFORE THE DEPARTMENT OF LABOR AND INDUSTRIAL RELATIONS DIVISION OF LABOR STANDARDS Jefferson City, Missouri Re: Annual Wage Order No. 1 Annual Incremental Wage Increase to Annual Wage Order No. 1 ' Pursuant to Section 290 .262 .9 CUM Supp RSMo( 1993) , the Annual Incremental Wage Increases for Outside Electricians, Asbestos Workers and Roofers in the county of Callaway are set forth on the attached page(s) marked with a "******" by the craft (Occupational Title) . The attached page(s ) should be utilized to replace the Building Construction Rate Sheet(s) and the Outside Electricians Rate Sheet(s) previously , provided. The new rates should be included in the contract specifications for all future public works projects . The balance of said- Annual Wage Order No. 1 shall remain in full force and effect except as provided by order of the Labor and Industrial Relations Commission, as provided herein or as previously altered pursuant to Section 290 .262 . 9 RSMo CUM Supp 1993 . Given at Jefferson City, Missouri the 2nd day of November 1994 . By Direction of the Division of Labor Standards of Missouri . Colleen A. Baker Director (SEAL) -_ U L IN NOV - 2-19A i it � t, 1• r. F ' .. Srt4 ,,.''i< x}r8�i•! f �4V1 `fis�C�'- � ti y. t�' .��'J 4ti��lkr r f(„�� "��.�� 'F �. r i.. Building Construction Rates for CALLAWAY County REPLACEMENT PAGE SECTION 01z (- - - asic 0 ver- CRAFTS Hourly Time Holiday Frin a Benefit Pa meets5 Inc Rates Rates Rates H & W Pen. Vac. Appr.Trq Other ; ibestos Workers '°"•"' $24.56 19 28 3.07 4.52 Bollermakers '°' $21.05 4 7 2.75 2.00 0.16 c Bricklayers-Stone Mason $15.60 5 7 1.85 0.15 Carpenters $14.78 5 7 1.85 1.05 0.15 =x Cement Masons $17.85 4 3 Electricians inside Wireman $18.44 28 7 1.95 2.50 10% 0.15 NEBF3% s > Communication Workers USE ELE CTRICI NS IN 31DE W1 REM RAE Elevator Constructors ••• $22.01 1 20 3.845 2.19 a 0.085n Engineers- Portable & Hoisting: Group 1 "'• $18.22 4 3 3.50 3.35 0.41 Y Group II `"' $18.22 4 3 3.50 3.35 0.41 Group III "' $16.97 4 3 3.50 3.35 0.41 x Group IV "' $15.99 4 3 3.50 3.35 0.41 :. Pipe Fitters b $23.25 1 7 ALL FR NGE $9.28 ;; ; Glaziers $20.33 1 31 3.27 5.60 8.0% 0.30 d Laborers (Building): General $12.25 5 7 2.30 1.20 0.110 : Semi-Skilled $12.50 5 7 2.301 1.20 0.10 Hod-Carriers $12.50 5 7 2.30 1.20 0.10 ; Plasterer Tenders $12.50 5 7 2.30 1.20 0.10 ,y Sewer Tile La er/Bottommen $12.60 5 7 2.30 1.20 0.10 Lathers-Metal, Wood USE CARPENTERS RATE Linoleum Layers & Cutters USE CARPENTERS RATE arble Masons $15.60 5 7 1.85 0.15 < Ilwri hts $15.53 6 7 1.85 1.05 0.15 Y roe Workers "" $15.87 11 8 2.62 4.55 0.23 ', Painters: Sin Painters Brush '•• $14.001 18 7 1.00 Spray "' $14.001 18 7 1.00 Plasterers $15.85 4 3 Plumbers b $23.25 1 7 ALL FR NGES $9.28 Pile Drivers $15.18 5 7 1.85 1.05 0.15 Roofers "•`•" $17.35 12 4 2.65 1.85 0.14 •9i Sheet Metal Workers "° $17.22 40 23 2.85 149 0.27 SASM1.77 Sign Hangers n. Sprinkler Fitters $8.00 FED Terrazzo Workers $15.60 5 7 1.85 0.15 Tile Setters $15.60 5 7 1.85 0.15 Truck Drivers, Teamsters 13.755 5 5 1.50 1.50 Traffic Control Service Drivers $11.90 48 49 0.89 0.24 0.23 HOL. .41 Well Drillers USE BUI DING CONSTRUCTION EN G NEER GROUM 11 RATE Welders-Acetylene & Electric See Footnote Page °"' & ******ANNUAL INCREMENTAL INCREASE 11/9L �-- --«r ,krrtar,��,.xtivrr�«• -. .. .... .__.� ._.. _ .-err„__ ' jF'��f;k+� S s. 3L�C � <.... Y!t i t.,a ��U�'� ! �r•i .y fE " � i.�h yE� r r Si �J ft J1 yl �YttylLr4 . { t ter 'r t:. �' ?�.±ate +t`A trt;,,s; t.�'K��{��t st !k , p r � t ° �.� l 7 1. @ .c.$ k��r•�'st.,.(w�,.tC•p�� ^:r':��' sir . f� �tit�i'T��3��•hhr 7`l�y�a��t �t. lt S :.`aI� \ } .,� 1 ..,� 1�(:i'+.;j ti£4� .??'t:��ui,'E'S'1.y�iyY��'�p-"t+tlt yt<,: }' WIN,1101PAR i t?..lt�.J .rt^ .1X:..i` 7 1 .frt� 1 /�/`s a}'c;j cit .t {. 1 .M ,� `r•r tS,,.: t.J .! �a ,•i `�;�(l t ^ i .) S ,.+f :..3 i�i� •: i itr.ai,r ,j.` ,y L ?'� r,;,. ..,r CF':,..�,•.r r• ,�. ,.c•?'', t !�., }.. x. 1 ,,; 1.. ;�k?) o-. 1 v r n.ta��,•'•.�;��'1'rE'"st'� C .y.�i,j•'w,at:�,' w,'1 S. •'rt [�4 H z t ..t�e�.i,r.'ti, ,. � . ,t .J C'� t. �,r4 �1�1.t*i•?u�1.s �1. /c g r i. �,4�5trj�t.t i,,1�rFt�s; 3h{4.i•5.^ �:s*:uw r�i�t.i?p�'' vi f s 11��1d J ..�.att. K ; {/`' i, . f ,� � a .3 'l t {>? a.}$. ...r!' i*74:R;Win:';?r7.ir1 ,�•:{ •�.�*�1i.eY f�Yr,;r'":�: iy�' 4•r r,1'+:�.4,t°"r:�";�rsstj.SF�.+ .t•� =�;'S J� ;4 S:i ,i 1 ��' j .} , ,.�, i .-y.x ;.S,tYl ;?:Ufy: .4'r:•.,,µ.:�`p,),z..:tM,J�,iP`1t? .S.r ,yA-a w,¢:.. �,'i2`*�'+>„�;.,f 9#�,;.rr.t� ..�T.,.,r.h , . ` i.,, Y .•�,°oi �.,s r< i? ,�, „i ( � .'•Y1 J .� `N {'",}��7 u+�agp�Tr a ). �I�.e,3.,,:•t ,5 ,.g,,.<, 1 .t s;c `� I i� t(, „tti E°� }4 txt 'f:,t tM:,.7a:i4�,.xs�a�fi,F.Z;.�; �.tkr7;YC.?hYl/,'+_:�';"t:�,t':.,. :Sit+�n*Itn•��S+C L.I�+,ir-e `k?';tv�n^.tNs. fig''='i;e., .,a,S.,.�Y "r x, t. r t • 1 ,t. a 3aSaUj M1)r • 1 ` • i 1 r t v fir. 1 !! f„ 1t, 1t /s I� S V n !. 1'4 i, •. b ,1 1 P t r {". ,•¢S«re:'?'Fi4 i"' .i.s',�,r;z);aertigzriJ''r •,`:r.,w�:yy a_.p, �'iGii� �r:r J7tr :w; +�tirr!!�'3S t:�'.�?a n^'i'4•i��„°','r:��'.ii° of"`i/t.a` ..I. '�. I!` ..,l,-"t:':. ,viral r.ti ,�. .y r#�;�::} :�"l�jt:.,�.r�.uJSi r'tq'Y),�•�1a C•'r"trna'•G:tkh•�•-•ti�'th. :�'4- ,,t�, r•w, ��Y .�..,y.�t{ ,c.rf.1 t r?• '.�i. .i;. fi i `t t! i ?t,; t 4 7. .la ,r r7,r ,a.�t✓a, :i�`':',.}lis. `'� +Yt� 't,°'aa ''�,t.<;5�i�°rs4:.7'7 eh`•.V ir��>*"r�.t� 6�L,FS�,,.r,.\:y'at`1S � •r. ..r.;,: r�. n�3a.1,n,.t�i'•�'HjTttt�'!z,?a'�,ei,,��:sp �•-:�; ,v'C,l�''s:L�t..h tt,'�,?rk § :tt,..w,Y�;pt•t«'¢V4 y5 55F"K..(�'):;'�}et` �;i, ,•�.i J i ,,: /.'a ;t .rr,.�b,•.r r.�'LY;i} i .;�i.ld �1JrP ,?.r,L,�r..; t;.t�..!'.,.;u r; .t�4;�t'•Jo. .,t {y °� :,) �;iY55�0. f t ",, t i •1 d�. -'i:^tr t�,� "R;t.:.;r;�}�',� r �t�t�h.'i:RCILY..j,:rlfa.� +r ?s,i��ttr,,,t. zY7 fJr'.. t, ,.t..e,•c>, �' , i r. .l r, ,J,. r .+ '' "'N I. 1;y M y"•-•S3,, tCt h s ,.r,i:, C r f v t a ,\. r ! f 9t .-ji.•::t; S`4d rr :c:t'.7!-rr+. ;k!,�,n{.1,l,:rf�:rt}t,itr?Jk7 1 . sr. J t. ,h; !f.�J4 ,). r'.r,r r,r .3.,,;t;� .w'G�.ft 4jYt,7,,1t�i KS,a�s.e,,ay.ep j! }.5+,it'�J"+;„�4tr 2.,r ! fi :'/. � ;,4 •Y.', 1� ^:'l•;i,;r,.,t. 5 .z .s5,P2 r pJ.rr �'t }.r•a, a, nt t TTIr',1' s �rra:P,;. i 4 rt. •r. w �' S ',. E” .l .rl .t{; r f r.,S`:r<�;•4.tr�,'.: .iS t.;1,r,,.`:!' ,Yr�ir'i•�'45:1 :tL:.l�;,}4�✓.J�::'•flt•=;i)'"� iSVkGa,,r.�. .1� �, j, t ,',`.. , RS!*' .�• .�: :; ,1:r4a°t'., ,tt,a Xr: } � .5}Y;ir�'.' d'P'?;7-.;4.; .,t"i, .# fr•� }-i t'�:,}t:s � 1 ty !. },• .uv e ✓{._" sr .+ t. 1. r' t � h D'q,-T. E�•�',E .?Jt� .rY�>.l.r.l�rr•;!.r`;iirt:'S;.: ,.a S_ `"'Y7'r >t.F;4 ti•_)?+',^•:fd'x4;:.i:•'+'•'''a#j t !,J� p.F[4 .t .�.' t,.r•.r3. itt' yk z, u.�,Kw?,1v`j,Jr �•t''41't4;/,�'-r i"'; } y..r =:�x#.y!# i:.{.',: '� t !� t,r. ..J.;/t' � t �� .,7: f•5 �fl`�;'7a.(i. >J'�,`t'�� t„i,r >•f••; •.1�tt3 :'+'r ��'"� x.�'°!,} e'�• f,t.'.i�7d�r�r+: e,3 f..r. °;t �!`'C"}S/�, ,.5 J;;:; ,�• ..w..czn;;•.•N 'ti ttt'R'! knE � t ;z. � f •l,:c:g'1 .r.;• .r:1! �' t r ��r ier; j�I�"}? 4..F.. { .n.y. ;: jP yy Vii++ .5,. '.u'.7.�;�{rt'. rF trr;. :+;;i�(,,. q ,;� 3'r' '� ti•` 1°tn;;rt:•},� '�. &»:..•'"^, ! t'�,r,.�!t.t tt •�• t 5�+. / "• ',+r" t<"1�•Y t r ;R« G° ! d .��?s�•yd+ i Y� n, 3� rl" f` j `r' '+ t F +. , �'lir'� �� ..r(� ,l,7 a, >� �. .� [. K "'�t. � '"?,,�t � �' d •9. r 5 Q •y rt t.' J u:3, '�; y;�•r,a.r; ,,.�.;t p i R. �, ux UTILITY WORK ""**Classifications $.= Journeyman Lineman or Cable Splicer $20.90 *Lineman Equipment Operator 20.90 **Groundman Equipment Operator 18.04 Blaster 17.01 Groundman-Winch Driver 14.65 Groundman-Driver . 13.96 Groundman: (1st six months) 10.83 Thereafter 13.96 Pole Treating Specialist 21.41 Pole Treating Inspector 19.73 Pole Treating Truck Driver 13.43 Fringe Benefits Health & Welfare - $1.75 Vacation Holiday Trust - 10 1/ % National Electricians Annunity Plan - 19% Apprenticeship & Training - 3/4 of 1% National Elec. Ben. Fund - 3% *Lineman Equipment Operator shall be a Journeyman Lineman or an Apprentice. In the event that a Lineman or Apprentice is not available, a Groundman may be upgraded to operate this equipment. **Groundman Equipment Operator -- all tractors, tensioners, tension pullers, trucks four tons rated or over, digger trucks, 5th wheel trucks & cranes, and all trucks with hydraulic ' equipment with controls outside the cab when not used in the operations assigned to the Lineman Equipment Operator. OVERTIME RATE: Eight hours shall constitute a work day, forty hours within five days -- Monday through Friday inclusive -- shall constitute the work week. Work performed in the 9th and 10th hour, Monday through Friday, shall be paid at time & one-half (11h) the regular straight time rate of pay. Work performed outside of these hours and on Saturdays, Sundays and recognized holidays shall be paid for at the rate of double (2) time. HOLIDAY RATE: All work performed on New Year's Day, Memorial Day, Fourth of July, Labor Day, Veteran's Day, Thanksgiving Day, Christmas Day, or days celebrated as such, shall. be'paid at the double time rate of pay. When one of the foregoing holidays falls on Sunday, it shall be celebrated on the following Monday. ® ******Annual Incremental Increase 11/94 : 'uh'. t.t :ih.� .fir..__� 1`. -_....ra......r. ...i�r r_i.:24 e.�..zn�....; .. .i.i:..,....... ......"�r....�x�. .r,... ....:.��... �.'r+^t�'r'!it.��.r�!.•f...a�i ...a•,..i..,� __ ,o`at '�cr'u ' �'s � _ yy�p 1 .k a t r �,t'1" t'f" �� 4 a. s r �'• � 'f: ..y, r £ . . JEFFERSON CITY, MISSOURI DEPARTMENT OF PUBLIC WORKS WASTEWATER FORCE MAIN MISSOURI RIVER CROSSING SEWERAGE IMPROVEMENTS PRE-BID CONFERENCE MINUTES The pre-bid conference for the Jefferson City Wastewater Force Main project was held on November 9, 1994, at 1:30 p.m, in the Upstairs Conference Room, City Nall , Jefferson City, Missouri . Mark Young, Project Engineer for Black & Veatch, opened the meeting by introducing himself; Tom Wallace - Superintendent of Utilities, Jefferson City Department of Public Works; Jack Kramer - Jefferson City Department of Public Works; Greg Miller - Project Manager, Black & Veatch; and John Wary - Design Engineer, Black & Veatch. Mr. Young outlined the project and then proceeded to address -the following major items of interest. 1. Those attending the pre-bid conference were asked to sign the sign-in sheet and to pick up a map showing the project area and access to it. 2. The contractors will be required to follow the Union Pacific Railroad's safety regulations when working on the Railroad right-of-way. The regulations include, but are not limited to, wearing hardhats and safety glasses and providing flagging and barricades around any open, excavated areas. 3. The contractors will be required to carry Railroad Protective Liability Insurance. 4. The Temporary Construction Area for the erection of drilling equipment, which is owned by the Railroad, may be purchased by the State of Missouri between now and the beginning of construction. (See Addendum No. 2) 5. Walnut Street, which is adjacent to the construction area on the south side of the river, currently provides access for railroad employees to their maintenance yard, for City employees to a dumping site, and for trucks transporting salt from the railroad to regional cities. Access must be available to these people throughout the project. 6. The General Conditions and the Supplementary Conditions of the Contract Documents are very important and it is suggested that all bidders read these sections carefully. Requirements in the Supplementary Conditions supersede those in the General Conditions. w3,aw,20M 1 r 5i; ..f l !'�C `s'. .y� i r.t �'hj � � :A'�5 k i��4 A�,yZ�V°',r ,��,S� ! {'"�.`7 ��r fi �..`-�',�... r3t•'+ eC t.F, x4, y 1A..t x•.' ,r} t �� ' a7..x t Y `._.; '4 'R lr. p - sue' nrn i :.� 'iw�.7�i+=a+�eidbgetlniAyH.iw:l«i'wxwwwrn SY�IltkliLV.ea.r.iwda..`rn ems.ae�4.::v,�r.;, ...l nkr,.:�ka.w•�`�41ir..c�.:!atr':�; . 7; 7. All bidders must submit a complete set of Specifications with their bid. All forms included in the Specifications must remain intact and must be submitted with the bid. ;. 8. All submittals must comply with the submittals section of the Specifications. ' Improper submittals will be returned and delay the review process. <° e :AA 9. The "pull-section" of the new force main will be tested twice during the project. The first test will follow assembly of the pull-section. The `- second test will be required after the pull-section is in place. If the pipeline fails either test, the contractor will be responsible for correcting the defect. ; 10. The City is considering the addition of another conduit to the scope of this project. The additional conduit may be one or more pipes and will be used to carry communication cable or other small cable under the Missouri River. The conduit size has not been determined at this time. All details regarding the additional conduit will be addressed by addendum. (See Addendum No. 2) 11. Section four on sheet three of the Contract Drawings does not list the depth of the manholes. The approximate depth will be provided as additional information to these minutes. r , 12. Any manholes exceeding twenty feet in depth from the bottom of the top slab to the top of the floor must contain a caged ladder instead of manhole steps. The manhole at the south end of the pull-section could exceed twenty feet deep, depending on the depth of the drill . 13. The Prevailing Wage Rates for Cole County, which are included in the Specifications, have been superseded. Updated wage rates for Cole and Callaway counties will be provided by addendum and must be recognized for this project. 14. The pull-section of the new force main will not be pulled past the connection to the existing force mains on the south side of the river. The Union Pacific Railroad will not permit the pilot hole to be reamed larger than eight or ten inches under the "Wye spur". The "Wye spur" is the southernmost rail under which drilling activities take place. The pilot hole under the "Wye spur" must be filled with cement grout upon ,) removal of drilling equipment. 15. The "Pipeline Crossing Agreement" obtained from the Union Pacific Railroad states that only "dry bore and jack" installation methods will be permitted. "Wet bore" installation methods will not be permitted. ' It is the contractor's responsibility to obtain approval from Union i Pacific Railroad 'for contractor's drilling techniques. Questions concerning drilling techniques permitted by the Railroad should be directed to: Wa1Rw120M 2 a, r'`^ rtz�NOON",��;7.1�• d r6 R,',`{Lf N}} 4 tr< n ��'rf , y,} 5 sP"L� �`YpC•�= i .:e .� ^��h .� _ � � �gt'. C �i C°.,?�j� 1� � i 7� .f,, .r r.5� +T'' '��' .F trt '• t �` 9 t } tr 1`t x fii.t I' , j tt { fit ilr SFr). vtitr j 7 tt y_ .;3. .,,� . { The Union Pacific Railroad Company Attention: Mr. George Bridgewater Engineering Department (402) 271-2378 `. 16. This project requires utilization of Minority Business Enterprises and Women Business Enterprises at a minimum of 2%. A publication is available to the bidders from the Missouri Highway and Transportation Department entitled "Disadvantaged Business Enterprises" that may be helpful in locating minority businesses. Mr. Young then opened the floor to questions and comments concerning the project. Question: Who is responsible if the Railroad shuts down the drilling operations in the middle of the project because they decide the contractor is hydraulically cutting? $ ' Answer: The contractor is responsible for performing the work according to i the permits obtained from the Railroad and the Army Corps of Engineers. This is why it is suggested that the contractors contact the Railroad prior to submitting their bids to make sure they are planning drilling methods acceptable to the Railroad. This will be discussed further at the Pre-Construction Conference. Question: What do the core samples taken at the site show? Answer: Generally, on the south side of the river, sand and silt to 80' and 88' , then bedrock; and on the north side of the river, sand and silt to 111 ' , without encountering bedrock. Question: Who is responsible if rock is encountered at the pipeline drilling depths shown on the contract drawings? Answer: The contractor is responsible. All bids should be prepared according to what the bidder anticipates encountering throughout the project. ' Question: Is the curved alignment that is shown on the drawings necessary? Answer: Yes. A scour hole was discovered downstream of the wing jetty under which the pipeline is to be installed. The river bottom elevation at this point would not provide cover required to protect the pipeline. Question: Will there be an adequate water supply available to the contractors at the project site? WSJRw12M4 3 w t ..C+7 im � y1,+St i fi 11µi.� .7 7r ., r� a fA�"�'� i'� 1 iFi t!f"f-(��'lt»yti ��r' I ] t t�"�ya d } ,iv h/,k' t[ xl!l'11'if+.;€:'s+t }�.•"r n�;�r.r'ti.�t e y i ;S�t . r r 4 xl r i# +�+t Z1 y,.A �' I I I>� sl �j '3F1Z V'�,.ttiZ +'£� tr F Y t ! Z. 1{ aF' F� S..l• 1:4. Fr/' � k' 7 . 1. �`�r., s ate, ,a+?t t a?� ,u,4• '� �};r .1+1'��. It�t,��,r!"'�� ,1, d 4t ,;a iv 1 1 3tF >{s ai� '�5 �ti,'�.ir k I {Myyxl.� `t�h=� �. .� �t,�tr� "'.Ni,.,. �. .. t ,FJ�t . ,tr r. F,� 1 t F5. ( 4". .�,h`tr �` / •`t r �#^ �.'3� t. �. f k .. U. S,erh �s .,,t 7�� kr 1!, 3r�tiYi p, ti s �t y ki S Ih •l i�` fYC4arj � � ��'!�. N 5 d rs �� nti lr kQ x Answer: Any wafter required by the contractor is the contractor's ` responsibility. However, there is a water hydrant north of the Sand Plant on the north side of the river that might be used. The City will provide this water at no cost to the contractor. Also, there is a hydrant at the intersection of Walnut and West Main on the south side of the river that may be available to the contractor. This hydrant is owned by Capitol City Water and the water must be purchased. It may also be possible to pump water from Wears Creek which is just east of the site on the south side of the river. Questions regarding the Capitol City Water supply ', should be directed to: } Paul Qernskoetter (314) 636-6111 �1 Question: What disposal methods will be available for the wasted "drilling ` mud"? Answer: The local landfill is privately owned. The City will assist in locating a suitable location for the mud if requested. (See additional comments at the end of these minutes) Question: Will the contractor be allowed to encroach on the State parking lot for staging drilling equipment? f Answer.: At this time, the available work area is as shown on the drawings. The City will try to obtain additional work area from the State. (See additional comments at the end of these minutes) Following the pre-bid conference, a site tour was conducted to familiarize the bidders with the location of the work. Additional comments addressing questions that were asked at the pre-bid conference are: Manhole depths - Record drawings show approximately 8.9 feet of 5� cover over the existing force mains where the manholes will be located on the north side of the river. On the south side of the ti river, the existing force main in which a valve will be installed (upper manhole on section 2, sheet 3) has approximately 7.6 feet of ' cover. The deepest manhole (lower manhole on section 2, sheet 3) will be located over the new force main on the south side of the _ river. The drilled path shown on the construction drawings shows approximately 17 feet of cover over the force main at the deepest `* valve manhole. • Available water - As an option, the Contractor may be able to draw 'i water from Wears Creek to provide necessary water for the drilling tools. Capitol City Water has stated it will not sell water from W36JRWI20294 4 F,Yi �` i ' . ,. -.., 'fa i r r Y: pN,,Ju ,. t ,y..•} ,LS`.wx�� ,�,. � '� ..- .. _,�i"`�"3... '�`.tW'''d• �� 'WI ±° '�f5�:aa ��df`�k`�^r-i '�:iwti, �;4'lA`i{`�i43�+• Ij its water hydrant located at the intersection of West Main and Walnut. The water line to the Walnut Pump Station is a 1-1/2 inch line. • Construction area - The construction area on the south side of the river will be purchased by the State of Missouri . The State will not allow access to this property for construction purposes until after May 15, 1995. The City has not been able to obtain additional work area from the State. Drilling mud consisting of Bentonite and washings from the bore hole can be deposited at the City's disposal site located just south of the intersection of Cedervale Road and Hibernia Road. The disposal site is approximately 1/2 mile north of the directional drill exit point. There will be no fee charged to the Contractor for dumping drilling deposits at this site. • It is anticipated that this Contract will be awarded around February 1, 1995. w3,1Rwi20204 5 a •' .tSY S`r1 } /IF '1. � .t: ri t A,f 44 '.�6a. .• ,i :y )yy''�� l4't 1, pp,, .. Ta i5 '-� .._`. .'S. ✓:dr'�...r...i..!... ...r�_��`s..�._ •....v .��.s_-. _1.}.�''. :t;,�-� ..... ...,.,. Y.�..'I'.9,.k�t rd.., '��: ...;A._1;`•14n fi/ r.^^�' ' tG<,rl .�z tiK�• � tail r^ i"? :Ity.� �� fzi�,��.;*. 2{ .1.v.o- FT°� ti�r�•� r .yn } °�.d it ft�.y jF y%�s^�1 1�f a•, e ;ryY r Yw�':WSd"�'i' .'�¢� tF_,'449t�1 I f �rx . ,t� � � �f.;;',i�ta }}.. }.n t- ti� �. �.r } �}>+r'-.!� � rte ..} ;.5"'��,p�t rt a�...;� j' �,� z>5�.��`��kr"� .��., s• t..i a j .•i� �4r �� K,'}S �p�r Jt' L i S c{e �t}u,E I•;, 'r e d }�q.4 ) rt ) ; K .,f e �•�� •�,t , �° °k.�, t �t, fi�.�� „ '.�,,tY frA't S L i r r � � ll t r f° .Y 4, . .: .;�.�.... +,T,.T .'t'�r id rrZr�.tif.� � j � L x � ..� '� •i 7.':Kt`.;;�r•,-. �'$6 t� �:;,y'v,; 7, rsSt, 1j CITY OF JEFFERSON, MISSOURI WASTEWATER FORCE MAIN RIVER CROSSING FARE-SICK CONFERENCE � ' Company Name Representative J Telephone *' 33cl - 3303 a 3r +v ('E•43LEU,s�i�ti� �l if �tc��l�.. �� 31q- Yyl- 75-1( N� -s L7— 7/3 �l -S- MI.,kc TL YE S by 5 4 y4"7� $.-I, UAL°� y fi' �Sr* s �"�.4 '}J�� v �N; ��• ,fiPx ;�t?��, sy',ri,�{'.'r:i.�]X'y� s`• i�,,. J -°*at -° �v ..r �:'� �+• .'I,S.�4:�'i ,7r h�i��t`�i4 Kta[T 1 a .r �(r �' rry;:jY r,,, ,r ••e, t,,�� ,fr;`.,,`°. ",r'r�`�3 �"�` �` �{v�� ,> �`} .,��U�.r ,rt 4 i'r t r�� f, #'`+zrrt��'t " 'Et ��-,;:; p., t�. � ;,.;r }+. r- z �� #c,r P �`�+��.. ... +` . '1�. ��'��n ,t `'it�'��,t , r �:. ' .tbi ;t,• • ilfI;', r�A' F7NIt�� - as�i"r d0"I'�W.1111�11nd�Yflrwwl��wn �ir� t 3 /� �( tT1 ��ft•t,�anY�� ' ��',C C+t�ll^�-+'t'r ��'Y'nk�)�,�r T t4,s}'.; +�' �^�'* A 1 �r��,�� 9' y+�� $)+y��'1 �iz�1t i �� .�"''� s5-t 1't r, �1 ) � a r •�1' y ' ,��0)�,12 i.i i,� t tnl r,f• �. } t r' .1'f . Y 1l tiKtf4 ', ,� 111,�1�sr�,r7t �r,,c°j�. {•� Y Company Lame Telephon Representative Y:�O �NRY' 4 „Y i i a•f, rf+�� J t t y 7 Z, 1 4, Tu .. I x! P4U sus({ mt �rry. °r`4 fq ®R' r•t�y. ..1+ }, t y t f >�' j i Se11 d' 4 ?� rtiry ri f t 't. ,. ?�, ' U"S7y3, 4' eii gg y� .�. 1 .i' r"1't k. �L l,!;�'¢1�:;.rl'ie t�:'r"l�aiy:1��{,:j'•.t l,r!' r t ,'� �n ��`�t a.? J ,tdi t t�' tt .� d. ' •`�''•�SFV�rl�:rrrSyr��r.,�.,� 1�, t^. ...4 r� 4p: •�rt�.'k= S�tF''a!Y"'ii, a��. f , a d is y1f i 1'%e�+t ��r�z'��{+t'kt,'>•2^�f-ih'�.'7lTl' �� ;S7r;. - ��• �r� ,-y.�a1-.. t $ 4 f 4 .y�•�. ,t��t ti! C i }+. t y.� 2'rvlf•e„ T i ',i gTt I ,{��}, Q,�rS, s t �i3�7t + 1 1 .j .' f+"'s t,�Y, . � r Y �y y�r r #a, yl� 1. {.. In ti S`3'�1 �� ' �, f ,� 'P•f,r"R.t' � yrt a 1 .r .yi^4's '` 1 j u• t"r'11,'iM1 f�'+{ .1 r t S:1. r �'� i', rt �r ..� u .r �xtri' J ye t � t 'it ,•'}y , -+ , � r.' �+y' N' alp}t . >sl � aJ�r�•a y3��,,, t�,• . .,: �,;. r�"�tytv'n�. ra`f`t '` 5`t. �: ` t ' � �°� 1 `r + '�f' t'r33r•i,�t s�,) r^ I�f�,��f},;;�)`. r � 't-� �'� i .! �`'{t afrS{�1i t1 :. , fay�l 1 :.'�1: s 4' �%retlr9 �� s'1�`� � �' •�, � '��Ifi� try., Et :t ,+,� r /r'�'�, A ey} a 1 i rW' 1 f� �, '+ssue� •�. h l �Y *� r :a 1 t S' ''% �`+.nd� (xr'� .,t , w �i �} }'!{ 34 I' 4- Wif`, �r„„�F y '`. 1 •t r.,1 1�" 'PY S'tt'4 'naz f Y S ' a K ,a t r•;j Jt'L�. ..d1'G 3.Pysr4, r�.s3n j� v �� i :1'FV'4�SE' .k•+t a �`��. �XP�yti t+x1 2 ...r .t t s{:• jr r.e `4� y..*.its - hY rr 9i;r?;, ;4, •»v ;s.:z 'x• § a. t.s •emu;• t Ali r,t s:+ £ t ^aye Wiry��°•'�i,+� S'S 3; •I;tµSaY{ r Zt11� •k�' ,�< 4 4 r�57, a,jt�.,tf•h�Y�• r � ii�5.i��.� .�, 1 1 1 • • t 1 •1 1 �!� .ri'�,� • I .1 • • 1' 1 11 • • J. .. •z 4+� 1 k•1,, 1 : I I • i !� •f t�, �., � 't. 'e' t. •,�.., sir,"1.y,�;,.i;�tjLstFkb. .{ .t/•t+Y a er-.t •'�"?xt.�-il:•,',�r.,x:.::�?Cr'\;.;k` :.�: F. r;•..}.. :, '•,r'. 'r; .. F -.i' ,i tr .e.::i:l.".t4'i :�:t.r�xr5+v,,..a1,- 't?5, .y,a �r'Ji,�•t k,..=s};e•t-r:•r�.y'.5:.:, !;4 i 5.,. I ,j s ; - t, :, '1'•4'. ;Y,, .1.K .t :C{,'-,yYa1�.r,5ryy`n�„ ,r-a 1 K,i ,lt ,� a.. !1 '.i �� > .i a,. r. , S t, 5' .1 •tP "+',1 t;1•.d7X $. rte t., 1�in� 'S`,}LY /. :i1 j��N+"" vi<i i ;4� t i P t a.4�•i1:j ,5. ,,i)'.•S,shS.�akR.�'�>4{%tSl..t'.;:ii�i��•4,+; }� � t't tt•,ri � 85 , r.a •.;i. 7, ;?3. :z=:tf� §,• ,S. >i� s§i;. a t„k_; E.,�y:,:,, t T .f' �. 7ti.,: .;c; i ,i t ;s .�.:,{,,,�' :;�•y.tf.;t;�;;,i,; ..�,§... ,,,:� - a f � � '�r;f � rss4 ,,; r ,r <;2.,,, ,�,. .a.,R .'� ��7: ,;'�'�.'-{±r;M gt ,.� ,s .ar, �`�, •4�i7';t,'�'�+�'3,y�e;''.,J�7Y ,risj,r t �`+!, -tt.ia°i'� k•'%+ ( : , �, '?'r';". �` :1• :v };.,�.1`�;s•.5.r1r�wYy`r'RR'f� v, ;, kc�gri: 14 ,,7 ra.b -;S: .I�r 7 s f f' t ii '4.' ![.r. �'t+;.`,�', .,({�•fl,. .�. „i't; :?�s'c?r';? .f in t_`�nr.�.h.`i;abr.,, fit, :'S,'•`7 i?.:j:.n 3�, .s ,. hn tr Y. 'i �r t��A••. f;.,•i,,.Se:'.:�i:,'1,,�` ,t.� .!;•g.eft• .�;ta.r�.P rr, r,Y f� �.J':,x};..+1'.°r1pr ,Yi,l S i,, { a'. }. .!; jt !. tx.l y`. .b l,./ c`1� ,R,h,; ••,4�y3,%.�;1��13 X39 `•n.E n,� 'r`'r!,•.'�•`'' 15pra�,k'•�,.aot'1,f{ :f?w�C 4 ).` r..' t 'J i :,,.. r t 4.i�cy�Y .t! fYM;-L::;'.t:c,: t"t l�i .j. i•J .i .t,, a,.;�:is F.a+`i:•t. ,. 3. .Sr a,a.}.'r �+ 't'i•,''tirt, x... ,r`: t. ..i ;' er r Nr- S,Y,.J.Y,+•.5 '6�s,niS•SY <., .<t�r.-. t• ..a CK•:`•r °,`.:ti•t.n;,rY1++';�.: r t r. ••i �a! �, r , n}�,,.`f:'�Sr+%Y: t,Jja• ,xC�a r•t.i:.t .l c. .,t +.Y,e'.cl.:r4 r, f.; •r''�•FYR �.`2C 1 �r �Nr< �,\,'�;,.�kt<-�.i ,ti:::.9.,i'>`•L,,.. '�r'� i'. ,•t`1::�r:tn+.1 } .rs f' ,5:. t:d%S�'\`9 ,��:r,,..�`�,.;.. ,{; n ':Y+..1 a. ! n;?.,a ,�5,.t;r..•,i,•� ��.f;' !t 1 �'..;a 7At� ✓�itt ..E. ,^'{ "Vi 'p q ,4 »h' .+ h' '„t j .•',. n y r ,Fc .r�. .t3?"+,P.g c.,.t..,rm• .�, �. ;. 1' .•,, .?ttrrc.��.•, s�:i7 ,+l`�'/ Su^r.p .1' Y?^?cf•.at •p.r.,-a.'�><1{ F.y... <; r �'�' } it!i Aft •i'�- :1 iF {rt A",+.4,�. �•a!•,p 4S.x 'Y.a>+d�ti„+�Y'.tff.>' rls;;•l t, :.t::". •. f y >i 't�:: 1+"i•§.dk.-+a' t%� tt' ,F.�. ti .� f. {r.,i.{•. r rtxr��` ' ,,L�•�? ."n � n /Sri a i.,.� �.r.7 a: .t;c?,,',a+, ti.�•�• },�er�,',.R t.>�' r 1'''r:'�' ^t,"� ;�r r,!� ,A: 7£ 3. V r.. � !: yV.�l / ; .:+ 'L a, i'r i�:iJ' .i.?.�-JA,.r:1. i`�Ji"`it.P.• q�•, .�' .5.i �l�s .tti.�'-�{{�2�..i'=`.";l''< .}'tie,'ykt �par.• .-s .r '`CC.: :1 r'4{.�i 1.1•.:V,',t[Y",3, �f .� e�,i 'ia,: \' ,2"•/i�4 H',r t�I,. u �.�. .%rA� 1•'L {.!t.,•.�e..!'• rl .r, .I l j..i � ':4 �,�,..�.,.f....%i S<r,11<' rv{ .rttf '''--r �.. ,, ]' !r•'��" dlr. J�f,.+n ;y..ri?y,t9,{,.�. .,7' t n x': ;:: 'o,�.. !.t,;.Ii,.. '',ut5')`:+�x?S .•�`.'„s '��t... '��n,• t l•�� r'.�•� 1�.;; :i :tL+.,?i.2•A..1,A.3�':'` t '1' ..r.Nh:a+ 4-,115E {�. r r� ;;v.«.+ ;:3 r F:'!t t`:��sr`},'�•r'a�+(� �.b�4�{{,, ;79;u r• ;,;s-e.�','15 r� tt# :rye 4�,.g,�,. ,� ,:++, a �ty,. r �, :.�� 't 1.. � r.l:„S., r. .?i•>'+ 1 s •.?' ':r y4�rr.,kfit;��r• •.1',i 'fer+,• tck 5�. 'r: } R fdtz'�>x§:5;,„rr?j:;:,.y .,;.;• •ri .5 t. r(i• qR .4{ ..yr'.p.o:`i 5'''!•`L'k+ ,4 x ,,.+. y,:•3:,t, 'B`(..,�� 9•`��;. ,�.yr y.. : >.f,4.1 r r t r "� i t� ( .)'.•, ;r5• !'t e R 'f h i;�,. a N,.•, ,?. �� tt+ •S,. }i ! �r �! i Fn �� '�.� _ r: "�T ,;.}: i ,�' ;k�s•;ri rz.t,'y •�k ,f:�. � f •�”„ >�.. *.:- i,� D 'i•F y� ?✓r §n�. S ti: r f }. t� :,tmjit e•;«:: '. �::. 1 sign:` � � ,} 'ii*” .' '�r r,.,ra '1 1 t�.,,tt�.�.�rfiy.: 4,, jt. �,•.•.Y.r��,�;�<1r� r ..P:f' ��tx. ?��%il��,at-.+3-"�`i''a"7ttu .:11'-{:jr. ) Vir''. •`5 !i, '�•i ;�rC .?TLi;'V , ti''.r.r�, +Y-��., r:a� t�{i t :•s;i�!.`�a.}'S:t:,Yr'+.,+y^`tLa't'�` '"'.r,'yE:,7"•'`�' J;f'a.ef.' ..t+Rt^ ry. �i�` ,rv/ rn �'�:lS Naa'i`•�+! :.°:;:'�;tt �t; (r��, � ��.:;,,!, \ 1 � , , ��t �'�' �+ ' '); r• �`�,, 'Ca.:µv.' + ;, } '('rJ° r�e� ,�"t r 1� ��` wx�.Sky�•.,.'.tttra' Yt) no- ; '\+ 1 �. .a� � •~y��\ ��,'�• }•.,z �t�t�,F/F\�''i�t€i1b •t \�.�.�it•t r f # Q�pi !o-Tgl�z/ .:�.�r'fi �j',t t ;. 4s��ty?tL .,{ t., .frY�+ {;wt < >< Y• x �s .� , �'4 {! M _t` �y.. n ) �,$��.��,, ��. 1 �r� �.. 1 + t 4 \ ,•t' h t , YF r s 3 F� vrf yF tr�•axt 4, lb a a �9 1r ?r�t P F c�d�.i ltik i'K lttd,'c t r f yr.>.. �' .ivg i{1 �},+.; F' .az '+:�i^+•bsi7t. i,"i, t+.,... �'S''�' ,'1',��?�>71{�',.r"Y4J ''"{^+'+ L �. ' 1 1 • r 1 1 • .r 3 N�' k P, C f • : 1 :11 1 • 1 • ' �'' r 1 1 • 1 ! � 14 1 •! 1 • � : • 11 x•11 • C ` i� b` # �t : • 1 1 • b, �s nr • 1 � ; F . c t ' •\ •i •V; fz. �xa�x 1 'Yo#r' '}^.Ai;v::y(;.,+ t •k�+�. }�yi,y [ �µ `�tt:, >.'i'f"h:'t.. r��h....yr{.Y... C , .{..{'t.!' +If } 44 :r' ;i, t: J lt.AC �' JZ?,ry Zx { '•�•'"t!',}{¢h}�` :.r�, "tt{,'{ tiY`J`rv€, :'.tNk ih•FFf. $t�� LC.jFt?tJ,yt,�.,.yt a.f-. \,a.,. Il. J • .i'. 7 .� b FJ .\.lt'r}.!.i? t7 ,Y.'.' ,irY`aGd!'M1 s 4 .F f •� ...\ 1 r.;iSt s.i�.t 's �tS w✓�(?'. sr 'i'tt��1 .�'`? ,s�'�cr�t�' tay.:?Y�•t� �yr�.y�'.y'': '�,��iY;i�d Y`ta?,.„};`: rf:;r'�j':\.^.S?' '!' •s.� t , :t ' ' ,,,. ?��, r �° r.;,la;:F.. R ;E;s.isuk'. , i( 'r b'�W`i.Ar.,r.. .yr..,4�•S'a 2.f Ftt,,,,�!`•+a.s.,,,.��„',+Y•hti t,'•^!:k�+,y;0• -s. �.r, of tt yVi4” r„y�e�txJ, rts�l�r ..j i 1 . �" _ 't :C... a, t ;'k ..y,fei ! r.J,'t r+,yy o-\.IQ,{f.' .,F,,✓:arl;q�!ar, �,p,,.,e"^�'S-vk.Y.;�:r'�r;l;j x}VY,.'.�1�?fx'�,,F.xr�cJ.st .,lt.(y .i�+:, .,,D.,a•.; i.r . i ',. ,ty s!. .s; } T f}A'.s•:y.is. ±..St�x?;4"t:x'r' Nq: '�rti�t iy�^ �i".` { : 3 \ Yl..'•"Rs:S',`•�.}y�,3 !,, '^h, i,7:• +'{i� ;t�Jntit.,r3n `,r.• f<,L2t;Y :'r1 •:,` t r" t s' ��• to 't �, �, ,' '�."'�'ll l„J2.t'7�..�'?'}1z ,:Y,:;ltd,-,::�t,t a Y'� .fiY.r pp:�:;%I�•IYt..r'Y �i'..�,°t�;� � +r�iih..i Y'"ti h't{'4,. r.r i �S. `!. ! i f t' it' '?t. `f+.f •, y' N ,-,-1'� tyY l•A 4 TSxr!u lf.rrs,:'., 't'".,'s x 'i �7r�y4j,�,• `t' "AM.j.rt'�"�,qt�:-:ti iJ S/-°b,`S,f,)u,�"c �r,�5 �1•ti. ( 'lZ::•,.1 4 .! t'1, r } �L t.s .t y tf� Y� x e. ^S�'. t x'tFr•l�.o,r ,Ls..r�+�. �'t'1 •�r`�;'St1�:•F�i,�,:gg+ �4'S'i��3'�,r^"r':Z:.. r is'!t r x xr t * � .i "t�t�' .'�'•°if �i � , '1Yiz. 4 ' �' , .. C l.. S , r ! J'�ii�,2•.}fed.{:xor.`a'�Y;''1'i`�•1"'�;t`..t�gtt•`+;;:.F.!' <4"r �r•^'r i'4r nt, xi�r {� ,1 F i { Y•'Sl � .�.4 Y :S�':•Y'�1Y'tdti`'' 4.r�'`((?° �,� ''�' � „ '1 E,S"3R,(* 4{ tr;�,4;�.�.,�. '1 y tt z'. yfS �� .n/ \ r<rt , y I'.J+-r.^$„f,;f..$r7s.?+, tL}f�r�''aFF�+6> :�i}�,bgj},'',�Y�t ��.'�\d�.'.a.`h ik;•^�!:?I� d}� ,x,,:.. r l n� •iJE+,e R: y y .r�� i 'a xS" 9:r't Y,• y >�• P�sr t'�y}�F � ! �Y�, , E,�titr�� lc+r � ap. }•s ,t {�. , !' :,tr ��\ ^�+_ :ry:,,. F.1 .'}'.�,�:it"-�4 ,�c �y,! .1/ �:., r..,,,,d t. �r�'r'"{.� .`�„�+ ;JI S }.Ik..' i'1.f'.'��c�•''•� J'1�'+{t�?�};Ir{t.l ry, 's��si s il' J•et •� z �,�,.t'�� ir 3•s l•�y .+ �'r a� 7 t t) �' M`"�f, j� ,, d�.} y bC ti •. ;.(P.>ir }1h.'!�''. 5t'-�;. ,'a' li c+f i :} z1, ,�,s, ,�:: 3�'.1 v,' V: YV!^, s 3;, '2,(: �y•.� V+ a. ,�} 'd' 'S•r 'y { f"yt, .i 53L v{tik^ S' +.^'�;.. 'i;{�' t. , .�t t :},it. ,y,lx s:r: ' :,1�y�.�+'4 ',�ifar', .t c}^;,rr! r ��yO�u��1•ti,�'7�"7'S• try! �'1'xn '�, i.11'� �'�' •},?�1, 1��.:;„ t s!�\ %' '.••�%. t �\',. 'g+ •1,;' Cdr` \s"� ;>a tai, L. sf.:, Y„;•eh•:xx'�a f•+4!, t3� 14J:.r�"y,r�'.#,;;�#, � ir.\,.�"� Jatf• ;�:r rat SE dry, >..4a`.#�W �� ySS�, �r r r S �•I�. �s{rarJ p „l�gl:f .a.}, .rs4�.r,L.'S* Fi.�,.•1.1; '�(µ.�� e'S.•F ''� i'(• I a!4:�,tr`xi�'� i+i fit` 'ft�+ �Js s{ y V`'�1 1h,"i a,V ..�'C.., '-'C •�,. a�, �}1 *` t'.} X`l :\ i a '.t t:#Zt (� s}r. ,�. (i.:•t\ � j':�r,' } c r 21 1116311 1,1111 ZEN JEFFERSON CITY, MISSOURI F DEPARTMENT OF PUBLIC WORKS WASTEWATER FORCE MAIN MISSOURI RIVER CROSSING SEWERAGE IMPROVEMENTS ADDENDUM NO. 1 A. SCOPE. This Addendum No. 1 consists of Page AD-1 and covers the following change in the Specifications. B. SPECIFICATIONS. 1. INVITATION TO BID, Page I-1. First Paragraph. The Bid Date has been delayed until December 15, 1994. Replace "November 22, 1994" with "December 15, 1994" in the third line of the first paragraph. The delay will allow the Owner time to negotiate additional work area for storage and erection of drilling equipment and complete design details concerning placement of an additional conduit. November 10, 1994 BLACK & VEATCH ii (JEFFERSON CITY, MISSOURI) „ (WASTEWATER FORCE MAIN ) AD1-1 MN 111094 i I f+ . ,ri{, ,.�n .__.... ,, t. ✓�.i�r►_.�:.L, .:r.. _,. .. .i (t_+..,.. .F°..� ,..�.1. ;{::. .,Y'la...°'_,. �.... ,'.. j ''.�. i .��cf.,. ... .. -a.. t'.::a...w. i vn „ S" N CITY OF JEFFERSON, MISSOURI € ', WASTEWATER FORCE MAIN MISSOURI RIVER CROSSING '<' `•� f TABLE OF CONTENTS i't;Yp t K ss.tip' •,Y,j�j•4 f� r"� Subiect Pagesfs t' BIDDING REQUIREMENTS ,, ' Invitation to Bid I-1 I-2 Instructions to Bidders B-1 : B-7 BID FORMS a` Bid Form KBF-1 :KBF-6 Bid Bond BB-1 BB-2 OWNER'S FORMS Anti-Collusion Statement Contractor's Affidavit r Minority Business Enterprise Statement Statement of Minority Business Utilization Commitment Affidavit of Compliance with Prevailing Wage Lawrh;' Affidavit of Compliance Public Works Contracts Law Excessive Unemployment Exception Certification1 ` J 33u�AkY.{ CONTRACT FORMS Agreement A-1 : A-7 Construction Performance Bond PB-1 : PB-2 ; Construction Payment Bond LMB-1 : LMB-2 5. Certificate of Insurance CI-1 Certificate of Property Insurance CPI-1r CONDITIONS OF CONTRACT General Conditions 1 : .46 Supplementary Conditions SC-1 : SC-15 Attachments ' � t Duties, Responsibilities, and Limitations SCA-1 :,, SCA-3 of Authority of the Resident Project t Representative as Set Forth in the Owner/Engineer.. Agreement Wage ,Rate Determination Pik t� ��jjl (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) TC-1 ••��t�b{�,ti r )sH WAR 4vacaal9CpI d C aj � [ ,t' �:1'� 4'. f + ~ i. r'S�i �r��a•�}��F , :°;y�}1�'rx'ir �r, .. .+,ti 7.,.f� rl a. $ t •r, s i ', / .. .. .. ' [,'y } ' ' �,74�{�i��'�'s.�Yn�rC .:'i'Y:i�s"' � (?j�t�.7 �pt v�{Ft titi }wygii Fi f t xUi. �ykliy 3 ii :'YS K i _..._...�..,..,+Mexe.�n'.:�:�=`?YSgyx:t!iw,�y%f':i;�=:i`,:�t+61'¢{s:ve)mchi"a24,ro-n'>w,,;._._...,..._.,................_........��'� ._.�..,.,.Ma.. 'NYY�'\ck� �nr� ',t�»��i•••444 ,�� , t�'>yi;i t j. t ,� y { �iLStl�� •\ 4 TABLE OF CONTENTS x � Sub ect ,fr Pages r#Ki(Y�}�•'Ef4 SPECIFICATIONS :a,•r, ;: DIVISION 1 - GENERAL, REQUIREMENTS 01015 Project. Requirements 1 : 6 ` r 01300 Submittals 1 : 5 01400 Quality Control 1 2 01500 Temporary Facilities 1 g ,� 016'10 General E pment St qui Stipulations 1 4 .i ' DIVISION 2 - SITEWORKfr': ;Nr 02200 Earthwork 1 10 02310 Horizontal Directional Drilling 1 6 2605 Valve Manholes 1 3 02621 Steel Pipe 1 11 02704 Pipeline Pressure and Leakage Testing 1 2 \-D23zo 1njtrz.u,_f Cn�du�t 1 3 DIVISION 3 - CONCRETE 03302 Concrete 1 3 DIVISIONS 4 THROUGH 14 - Not used DIVISION 5 - METALS . 05990 Structural and Miscellaneous Metals 1 : 4 DIVISION 15 - MECHANICAL 15102 Eccentric Plug Valves 1 5 k DIVISION 16 - ELECTRICAL 16640 Cathodic Protection 1 14 `y . a. FIGURES Number Title Following Page x+. 1-02200 Embedments for Conduits 02200-10 1-02605 Standard Manhole Cover -and Frame 02605-3 titct; 1-0,2621 Dimensions for Steel Pipe Fittings 02621-11 r i r (JEFFERSON CITY, MISSOURI) ,'(WASTEWATER FORCE MAIN ) TC-2 it {. "'.,*+wrde'rat.�!ns'iN`�.tF��ttwva�s....�.»..... _._� ._._._ .. _.... _ .._ _ —.r+.•.r �� 4i it/,rya't ' ro t.t{ '" I } t!�� 1`s'-a+`�¢�ir ':, ` •{ t{Fjjiy a , D ^., "02 '19 +.�rf�"�"' t 'Y"t h,• r.3'' 4"- �. $ V3 1 INVITATIQN TO BID Sealed Bids will be received by the Purchasing Agent of the City of Jefferson, Missouri (OWNER) at the Council Chambers until 1:30 p.m. , local time, November 22, 1994. At said place and fame, and promptly thereafter, all Bids that have been duly received will be publicly opened and read The proposed Work is generally described as follows: The Work to be performed under these Contract: Documents generally consists of the installation of approximately 2,550 feet of 30 inch diameter welded steel force main, manholes, valves, and other appurtenant directional force by horizontal All Bids must be in accordance with the Bidding and at ents ooffile ofth the Purchasing Agent, Jefferson City, Missouri, Black & Veatch, 8400 Ward Parkway, mailing address P.O. Bose 8405, Kansas City, Missouri 64114. The Invitation to Bid is furnished by Black & Veatch for advertisement owner. to Mr. Ma by rk inquiries Young, ProjectEngineerheatn(913)i339t3376a may Copies of the Bidding Documents have also been provided to F. W. Dodge Corporation and Construction Market Data Inc. Copies of the Bidding Documents may be obtained from Black & Veatch at the addres3 indicated herein. Charges for all documents obtained will be made on the following basis: Char&e_ a• Complete set of Bidding Documents $32.00 Complete set of Drawings $ 8.00 Complete set of Specifications $24.00 ' Geotechnical report $10.00 Individual sheets of Drawings individual numbersoorSpagefnumberssonly. be obtained upon request by sp ecific Partial sets of Drawings subject gsor Specifications will not be issued in response to requests y Qualification of Bidders will be required as stipulated in the Instructions to Bidders. Aft t, (JEFFERSON CITY, MISSOURI) I-1 (WASTEWATER FORCE MAIN ) a y i qqw .. . I -- �i.,� r_��_ 4 �� .. t-y-._L.:..�� _=�!___\ ...... a ml�-..,.f, d.•.. Rti _. .I'.a .__ . �. +_ ' 2. � `M1,�.�'•'� ,, ;i '1�. i ..t$`�. .`1. l Ike'IIPY A prebid conference will be held at 1:30 p.m. on November 9, 1994, in the Upstairs Conference Room, City Hall, Jefferson City, Missouri. Representatives of Owner and Engineer will be present to discuss the Project. Bidders are invited to attend and participate in the conference. f Bidders are responsible for legibly signing the attendance list and making sure their names appear on the attendance list which will be attached to the minutes of the prebid conference. Bids will be received on a lump sum basis. Bid security in the amount of 5 percent of the total Bid must accompany each Bid. Ii The Successful Bidder will be required to furnish a Construction Performance Bond and a Construction Payment Bond as security for the faithful performance and the payment of all bills and obligations arising from the performance of the Contract. Contractor and all Subcontractors will be required to conform to the labor standards set forth in the Contract Documents, Owner reserves the right to reject any or all Bids, including without limitation the rights to reject any or all nonconforming, nonresponsive, unbalanced., or conditional Bids, and to reject the Bid of any Bidder if { `- Owner believes that it would not be in the best interest of Owner to make an award to that Bidder. Owner also reserves the right to. waive informalities. If the Contract is to be awarded, Owner will give the Successful Bidder a Notice of Award within the number of days set forth in the Bid Form. By I . k (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN f, . r� ..�.t"'J'ti t'a Y•J,�.'.� y�tl??.,�,, roa.a\rt'}jy jt.rrl� Stfd' ,��"1r ; .4 i. ji54 .k. r: z t t t:1m} .e ^#r rp l`�'�'`w;jfl YrSi` . ��:. �'. �.�l:~r'luf JS}S U Jrrit%`r♦.4t5.: t 1 1 ).�'J t/' r .. j Y`L ,,',: �i4 1 'r15 �'t ��'�'F}' !i rl f ,.rF: 'j, v';t5rtF 1sp v' }' \v'`uair" .r{ •r 1 INSTRUCTIONS TO BIDDERS t ' r. 1. DEFINED TERMS. Terms used in these Instructions to Bidders shall ' have the meanings assigned to them in the General Conditions and the ll Supplementary Conditions. An additional term is defined as follows: , all Successful Bidder - The lowest, qualified, responsible, and �. responsive Bidder to whom Owner (on the basis of Owner's k. evaluation as herein provided.) makes an award. 2. COPIES OF BIDDING DOCUMENTS. Bidding Documents may be obtained as ' stipulated in the Invitation to Bid. Complete sets of Bidding Documents must be used in preparing Bids; neither Owner nor Engineer assumes any responsibility for errors or misrepresentations resulting from the use of incomplete sets of Bidding Documents. Owner and Engineer, in making copies of Bidding Documents available on S� the above terms, do so only for the purpose of obtaining Bids for the ' Work and do not confer a license or grant for any other use. Copies of Drawings and Specifications will be furnished to Contractor a • after the Contract is awarded. 3. QUALIFICATIONS OF BIDDERS. 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 y 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. 4. EXAMINATION OF CONTRACT DOCUMENTS AND SITE. It is the responsi- bility of each Bidder, before submitting a Bid, to (a) thoroughly examine the Contract Documents, (b) visit the site to become familiar with local conditions that may affect cost, progress, performance, or furnishing of the Work, (c) consider Federal, state, and local Laws and Regulations that may affect cost, progress, performance, or furnishing ' of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors, or discrepancies discovered by Bidder in the Contract Documents. i� t, (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) B-1 tf r,. i ,5�'.... �4v.1'd :�ii . 1 S i4.�kl rit r g5i t iwr.'�r-•-r .r :i. Cr" r , �`i :�1 :'nr '7 y •�,! er��rya �rt��'F wr�� to�'r$ tt t.+ J S 5 a ^--gyp } � ), r F , t a t� f � y�+{{�ii� �, ��+i ,,,', ``��.�`5''} q��'t S,i��r7 c 4n J '.,.;x} s '4't .., F#i. i A. c ix .}' tf,} � .r(� h•2t}{5.� "JS y�.• lSa. J ty. '�'T'�;;��.��£ �'• 't v s'^x z t j a ��.# ? .r�. � �'( 'µ >1�`,�.'y�,i1',`y;?�1?�,�`+i.�tx ; 5 i Sfr"'i, s> 4' 4r F S jt 3] k t�Jhh Y S•F l 4 } � A .FY"�. t} % f fy V s.}.l�`tk{"4 i`�' A`5j ,,t 'rf i�. Lc r, lti�l5it 5r ! i r Y e ri3tJf yi {. ��JlJ 4i3�Y. SAn� 5 s, s. i A v % y�x t t/k• 5t � ytJ,gP,..rIGSy�i ttl,�jl k # 7�i k.h r�ti. . 4>; ft�+}. -„ .14� !} i < S= � �. .,`, r 1 >w +`�"I.�Fj�:f{�tt"i2.< V• /h�`.'' +, h -•r ��l��i''t'f"it`�� ?. ;tr�. � °.r4 '�i.fJ;.k`�� ` t 5 q Y,l .t(. F t .15 t A :� ti{t"?r�;�l�; tf2FyrXb`�'�. •R•� ¢e �.} �� ii ;- .ra, r � v;�i�5•}>•ri:s. r•,. .t. `.i'* ,:, .. '� i1�;4F7 7y.h ,�Y 7x ;� t !I p , r.-.c^' � �ywY i �,�t}', �,'�;.—�•—`'Grr i;. :.� �..t ti.Pi�fit �S i,"t ,§`S ,�'}. U rf ;✓.� -�,� �",, � .��,�ry� .: f�f ...k� � tr .i � 'b �rvt�S };e,� •`7y�F�]t•y�t'f �1Kt"?S" .;. �'r�. .t�•;,�!�� h`YM.tt�•+++?;'Y�,1 Y7,n< +•i..i:j:'N*'� if£",r� UarF�S j'3�= 1,.P2r+3e.�7'Y,«.�.�r3� trn!'�y��d4�t'o :T�F its:f"�if�"{i,.•r: t }M1 431 ', rtis S �:4 4.01. Subsurface Conditions. Reference is made to the General '. Conditions and the Supplementary Conditions for identification of, and {; the extent to which Bidder is entitled to rely on, the following: Reports of explorations and tests of subsurface conditions at the site which have been utilized by Engineer in preparation of the `.; Contract Documents. 4.02. Additional Information. Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests, and studies and obtain any additional information and data which pertain to the physical " 's conditions (surface, subsurface, and underground facilities) at or k contiguous to the site or otherwise which may affect cost, progress, performance, or furnishing of the Work and which Bidder deems necessary k' to determine its Bid for performing and furnishing the Work in accord- ; ance with the time, price, and other terms and conditions of the Contract Documents. On request 24 hours in advance, Omer will provide each Bidder access to the site to conduct such explorations and tests as each Bidder deems ;4f necessary for submission of a Bid. Bidder shall fill all holes and ; n clean up and restore the site to its former condition upon completion of such explorations. Arrangements for site visits shall be made by calling Mr. Thomas Wallace, Superintendent of Utilities, at (314) 634- 6443. 4.03. Easements. The lands upon which the Work is to be performed, rights-of-way and easements for access thereto, and other lands '• + designated for use by Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage .of materials and equipment are to be provided by Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by Owner unless otherwise specified in the Contract Documents. e` 4.04. Bidder's Representation. The submission of a Bid will constitute • an incontrovertible representation by Bidder that Bidder has complied with every requirement concerning examination of the Contract Documents ,r�Fr and the site, that without exception the Bid is premised upon performing and furnishing the Work required by the Contract Documents, and that the x` Contract Documents are sufficient in scope and detail to indicate and .. Yt convey understanding of all terms and conditions for performance and furnishing of the Work. 5. INTERPRETATIONS AND ADDENDA. All questions about the meaning or intent of the Bidding Documents are to be directed to Engineer. Questions concerning the Contract Documents may be directed to Mark Young, Project Engineer, Black 6 Veatch, P.O. Box 8405, Kansas City, Missouri 64114, Telephone No. (913) 339-3376. Interpretations or F clarifications considered necessary by Engineer in response to such (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) B-2 i i .c' :4R�: A4k tram :>`':,1' <3 ',r�'ti• ..`k�`. �.. r".; ..,. •. .;,. Jam+ •'v Y .4 1 \S' � > 11.. �`• t S � f r�e7 ..1,,r, r `fit,... '; _ _ _ 'rr....'• __._ _....w..a.-,_r.,f:y.,.±.z,.�{:. _au. t. _�..e• �V. .. ��..',c....d�• yr y .n�4{n' ` 'f e� yy?n r i• i Nr x 'V4 { I�u3tvr rF.�t r{fF V}y r:,a' 1� :: .. i v r . . r W k1y '.f �y,y 1�'it�: ry-»xr I� � �. t K j{{ � ., {.t � ;.� 't a.<�,� t "t rti ur:r h3's }}.� � 't'•v. �•• . i �• � !'S , ��;��kw k!,U'�� xalh�if L� r � 4 Y�`,� � t F''t �.�,•tr .�a.r`5 '' � �` v �.��! t� # fT} 1, ! rid' y � Gy7 .cr r Mty L ,,a4•��y` .'iyr•.` .�,r��rY:irw:ir:.�:fke::,.`�i�:ai�iii�tsGu.. h��•r tr• !f I i' questions will be issued by Addenda mailed or delivered to all parties } recorded by Engineer as having received the Bidding Documents. Questions received less than 10 days prior to the date for openin g of Bids may not be answered. Only answers issued by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 6. BID SECURITY. Each Bid must be accompanied by bid security made t payable without condition to Owner in an amount of 5 percent of the Bidder's maximum Bid and in the form of a certified or bank check or a bid bond issued by a surety meeting the requirements set forth in the Supplementary Conditions. r The bid security of the Successful Bidder will be retained until such Bidder has executed the Agreement, furnished the required contract security, and met the other conditions of the Notice of Award, whereupon the bid security will be returned. If the Successful Bidder fails to execute and deliver the Agreement and furnish the required contract security within the number of days set forth in the Bid Form, Owner may annul the Notice of Award and the bid security of that Bidder will be Q. } forfeited. The bid security of other Bidders whom Owner believes to 3, have a reasonable chance of receiving the award may be retained by Owner ` until the earlier of 7 days after the Effective Date of the Agreement or . the day after the last day the Bids remain subject to acceptance as set " forth in the Bid Form, whereupon bid security furnished by such Bidders will be returned. Bid security accompanying Bids which are deemed by Owner to be noncompetitive will be returned within 7 days after the bid ' opening. 7. CONTRACT TIMES. The numbers of days within which, or the dates by which, the Work is to be substantially completed and also completed and ready for final payment (the Contract Times) are set, forth in the Bid Form. 8. LIQUIDATED DAMAGES. Provisions for liquidated damages, if any, are set forth in the Agreement. 9. SUBSTITUTE OR "OR-EQUAL" ITEMS. The procedure for submission of any application for review of substitute -or "or-equal" items by Contractor and consideration by Engineer is set forth in Paragraph 6.7 of the General Conditions and may be supplemented in the project requirements section of Division 1, General Requirements. The Contract, if awarded, will be on the basis of materials and equipment indicated on the Drawings or specified in the Specifications. Application for review of substitute or "or-equal" materials or equipment will not be considered by Engineer until after the Effective Date of the Agreement. Judgment concerning substitutes and "or-equal" reviews will be determined by Engineer. (JEFFERSON CITY, MISSOURI) ;,t (WASTEWATER FORCE MAIN ) B-3 ..•^--^` 2 t r. 7 r1�r ( �• 4 1 },1��.G} r.e P r rt t .r rt � Y� r J�f�')P < � 1 t1#''fi t.�'"'k �(Y•,�c liy� ��Y ,ty� ,7 ! }7 a r h.' � + f i }i a'rd f� 'wr f f'+- '� '� Nkg��' ,• rtP �a i� t} `�' �4 r .. 1 r , a., t- � .1 t r..T Sf .�'}yj .st '•�'1�„ 4 f �°��1,,�:a i,.2S 97 1xh� t�,a,� ..i(r�� a �!!r}'py x � t t� G i t r sik f. ±� �L Y'Q.�•},��`�+r r , !e}r .r / , 1 yT i't r '� .'��; .. .. !( !, ''. ��.1,:.�'�rt'�i'.� r1��4 r..';� ,7 «n'. tp•. #� .'4" ,.r,'_ .ann'. } � r` . ',a•' ,. r. �„ �y�f;.w�11 '�;. %'"Wr"�(ta;;,gf. Ihdr'• .t 4'ff�t'.. ' ! � ,+�K',•s c fZ?y«�}, a t ""�Xi�4{"'.F�'r Wit+d,°1,ikl titl^: !'vd' art�I', Je�:N<+ y,t'�A�}+'a +''` i r 51�4� . �it 3-n 5a .1'4, !, ✓f .,. � �a ft/i��r�i� t� �y��t�e �^9� 1��c�yy �♦� "k "i 10. SUBCONTRACTORS, SUPPLIERS, AND OTHERS. If the Supplementary ` Conditions require the identity of certain Subcontractors, Suppliers, and other persons and organizations (including those who are to furnish k the principal items of material and equipment) to be submitted to Owner, each Bidder shall submit to Owner with its Bid the List of Subcontrac- tors completed with all such Subcontractors,, Suppliers, and other persons and organizations proposed for those portions of the Work for which such identification is required. The list shall be accompanied by an experience statement with pertinent information regarding similar x projects and other evidence of qualification for each such Subcontrac- tor, Supplier, person, or organization, if requested by Owner. If Owner A or Engineer after due investigation has reasonable objection to any proposed Subcontractor, Supplier, or other person or organization, Owner k may, before the Notice of Award is given, request the apparent Successful Bidder -to submit an acceptable substitute without an increase in the Bid. If the apparent Successful Bidder declines to make any such substitu- tion, Owner may award the Contract to the next lowest Bidder that r proposes to use acceptable Subcontractors, Suppliers, and other persons and organizations. The declining to make requested substitutions will t: not constitute grounds for sacrificing the bid security of any Bidder. Any Subcontractor, Supplier, other person, or organization listed and to whom Owner or Engineer does not make written objection prior to the giving of the Notice of Award will be deemed acceptable to Owner and Engineer, subject to revocation as provided in Paragraph 6.5.2 of the General Conditions. Ask 11. BID FORM. The Bid Form is bound in the Bidding Documents and shall not be removed therefrom. Bid Forms must be completed in ink. G l; Bids by corporations must be executed in the corporate name by the president or vice-president (or other corporate officer accompanied by evidence of authority to sign for the corporation) . Bids by partner- ships must be executed in the partnership name and signed by a partner. Bids by joint ventures shall be signed by each participant in the joint venture or by a representative of the joint venture accompanied by evidence of authority to sign for the joint venture. The names of all persons signing shall be legibly printed below the signature. A Bid by a person who affixes to his signature the word "president" , "secretary" , "agent" , or other designation without disclosing his principal may be held to be the Bid. of the individual signing. When requested by Owner, evidence of the authority of the person signing shall be furnished. All blanks in the Bid Form shall be filled. The Bid shall contain an acknowledgment of receipt of all Addenda, the numbers and dates of which shall be filled in on the Bid Form. (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) B-4 y 1 � ' ,. 1 ,.•'..fir No alterations in Bids, or in the printed forms therefor, by erasures, interpolations, or otherwise will be acceptable unless each such alteration is signed or initialed by the Bidder; if initialed, Owner may require the Bidder to identify any alteration so initialed. 11.01. Bid Pricinct. The lump sum price shall be based on the Work as indicated on the Drawings and as specified. 12. SUBMISSION OF BIDS. Bids shall be submitted at the time and place indicated in the Invitation to Bid, or the modified time and plane indicated by Addendum. Bids shall be enclosed in an opaque sealed = envelope or wrapping, addressed to: Purchasing Agent of the City of Jefferson, Missouri 320 East McCarty Street I Jefferson City, Missouri 65101 Bids shall be marked with the name, license number, and address of the Bidder and shall be accompanied by the bid security and other required I' documents. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation "BID ENCLOSED" on the face of it. Each Bid envelope shall be identified on the outside with the words "Bid for Wastewater Force Main - Missouri River Crossing" . Bidder shall assume full responsibility for timely delivery at the location designated for receipt of Bids. Bids received after the time and date for receipt of Bids will be returned unopened. One copy of the bound documents containing the Bid Form must be submitted with the Bid. Oral, telephone, facsimile, or telegraph Bids are invalid and will not receive consideration. No Bidder may submit more than one Bid. Multiple Bids under different names will not be accepted from one firm or association. 13. MODIFICATION AND WITHDRAWAL OF BIDS. Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids. If, within 24 hours after Bids are opened, any Bidder files a duly signed, written notice with Owner and promptly thereafter demonstrates to the reasonable satisfaction of Owner that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid and the bid security will be returned. Thereafter, that Bidder will be disqualified from further bidding on the Work to be provided under the Contract Documents. (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) B-5 d e .'qst fj•J±`27w �#'k�t.� •�,',r�.=sly� •3' + 'f.5`ti"':'�=Y^,Ft,e,s.,;a�': i�s t ' '�a �'Y€'�" ,.. y y„.•�,� `��,� p�isa� P�,7g r�"i 'tom, .�;y 1 a sL'f .: t �f .?. ��s tiM'1 �, f '�+=a r � �;��i. �a��;: .°�>'iVty{t?f��.�� '�qa ; .y,xis • �I s ' =s ,.* w, sut�'S, .t V.:� i n i � ` t �.� ,` , :.i. ��..:i,�= f� i!:1. 1.• •w1�5,11,x,.. Ct ; y �:J �`h;vti°>.�y V • S '� #�1-.:�" �',a"{,•��'�i!�t l�I�dL•4t('^,fi'�F�'wmrrtt Y��s�Y'r-m � yfiS:.#"i 1��,�:: 4n tsC. +'4.;�ti, . .��s'4�kW��'+`'.�-°: �"t ., S �h}3 j�' ,h• +S� I's^, s a;•kt �H ii��37��a { � �i'yJ,� �v�,i�b(' 't ' `'� tr 1 14. OPENING OF BIDS. Bids will be publicly opened and read aloud. An abstract of the amounts of thj e Base Bids and major alternati ves (if an will be made available to Bidders after the opening of Bids. Y) 15. BIDS Td REMAIPi' SUBJECT TO ACCEPTANCE. All Bids will remain subject to acceptance for the number of days set forth in the Bid Form, but Owner may, in its sole discretion, release any Bid and return the bid }r° security prior to that date. 16. AWARD OF CONTRACT. Owner reserves the right to reject any or all Bids, including without limitation the rights to reject any or all ' t nonconforming, nonresponsive, unbalanced, or conditional Bids, and to reject the Bid of any Bidder if Owner believes that it would not be in i the best interest of Owner to make an award to that Bidder. Owner also reserves the right to waive informalities. In evaluating Bids, Owner will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed require- ments, and such alternatives, unit prices, and other data, as may be requested in the Bid Form or prior to the Notice of Award. r. i Owner may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those por- tions of the Work for which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Supplementary Conditions. Owner also may consider the operating costs, maintenance requirements, performance data, and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award. Owner may conduct such investigations as Owner deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontrac- tors, Suppliers, and other persons and organizations to perform and furnish the Work in accordance with the Contract Documents to Owner's satisfaction within the prescribed time. If the Contract is to be awarded, it will be awarded to the lowest Bidder whose evaluation by Owner indicates to Owner that the award will be in the best interests of Owner. If the Contract is to be awarded, Owner will give the Successful Bidder a Notice of Award within the number of days set forth in the Bid Form. r 17. CON TRACT SECURITY. The Supplementary Conditions set forth Owner's requirements as to Performance and Payment Bonds. These Bonds shall be delivered to Owner with the executed Agreement. 18. SIGNING OF AGREEMENT. When Owner gives a Notice of Award to the Successful Bidder, it will be accompanied by four unsigned counterparts of the Agreement with all other written Contract Documents attached. Within the number of days set forth in the Bid Form$ the Successful k ,(JEFFERSON CITY, MISSOURI) (WASTEWATEk; FORCE FAIN ) B-6 AY?.• f F � pp c F`1. �'� @„.'�i rf�QY F E. i � i ti k Jl.. i y M _u�w '}k 1 alt.., .z �I t . � . 1 i a 7 ° J.1....:� .�a fi:.�. 'iy yt J}•.+. �rl�.xA -' i `i t ii Bidder shall sign, leaving the dates blank, and deliver the required number of counterparts of the Agreement and attached documents to Owner with the required Bonds and power of attorney. Within 10 days "+ thereafter, Owner shall execute all copies of the Agreement and other Contract Documents submitted by Contractor (Successful Bidder) ; shall insert the date of contract on the Agreement, Banda, and power of attorney; and shall return all copies to Engineer for review and distribution. Distribution of signed copies shall be ae directed by Owner. Each counterpart is to be accompanied by a complete set of the drawings with appropriate identification. 19. PREBID CONFERENCE. A prebid conference will, be held at 1:30 p.m. on November 9, 1994, in the Upstairs Conference Room, City Hall. Representatives of Owner and Engineer will be present to discuss the Project. Bidders are invited to attend and participate in the u. conference. In response to questions arising at the conference, ;,.. Engineer will issue Addenda as Engineer considers necessary. Minutes of the meeting will be distributed as part of an Addendum. Bidders are responsible for legibly signing the attendance list and making sure their names appear on the attendance list which will be •rye. attached to the minutes of the prebid conference. 20. SALES AND USE TAXES. Provisions for sales and use taxes , if any, are set forth in the Supplementary Conditions. y'. 21. RETAINAGE. Provisions concerning retainage are set forth in the . Agreement. 22. LAWS AND REGULATIONS. Modifications, if any, to the General `. r Conditions concerning Laws and Regulations are set forth in the Supplementary Conditions. Additional provisions, if any, concerning Laws and Regulations are set forth in the Agreement. t End of Section (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) B'� ka , a 3.W REVISED BID FORM PROJECT IDENTIFICATION: City of Jefferson, Missouri Wastewater Force Main Missouri River Crossing THIS BID IS SUBMITTED TO: Purchasing Agent for the City of Jefferson, Missouri 320 East McCarty Street Jefferson City, Missouri 65101 1. The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an agreement with Owner in the form included in the Contract Documents to perform and furnish all Work as specified or `R . indicated in the Contract Documents within the specified time and for Y the amount indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. Bidder accepts all of the terms and conditions of the Invitation to Bid and the Instructions to Bidders, including without limitation those dealing with the disposition of bid security. This Bid will remain subject to acceptance for 60 days after the day of bid opening. Bidder will sign and submit the Agreement with the Bonds and other documents ;., required by the Bidding Documents within 10 days after the date of Owner's Notice of Award. 3. In submitting this Bid, Bidder represents that: a. Bidder has examined copies of all the Bidding Documents and of the following Addenda (receipt of all which is hereby acknowledged) : r No. __ Dated No. No. _ Dated b. Bidder has visited the site and become familiar with and r satisfied itself as to the general, local, and site conditions that may affect cost, progress, performance, and furnishing of the Work. C. Bidder is familiar with and has satisfied itself as to all Federal, state, and local Laws and Regulations that may affect cost, progress, performance, and furnishing of the Work. • (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) RBF-1 c r' d. ': �� r tc .�. y red n yt:. 9.. .. :i �rw..e�.e__.1 ,.(.. ....r _ ... .. .. ............ .� �..a.....,....T....A... or.�s.... ...e. .n...,-i ':a,$i t*`"'31saj"Y,• 1 :,Yys ��"xr?`� �' �hir{+� ,+` r. rw? t+�R ts;. 4fc.,y�i« r.rf, n. { *!�•, ,. �x ,,.tor p :. , i i ' d. Bidder has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except underground facilities) which have been identified in the Supplementary Conditions as provided in r �F Paragraph 4.2.1 of the General Conditions. Bidder accepts the determination set forth in the Supplementary Conditions of the extent of -the "technical data" contained in such reports and drawings upon which Bidder is entitled to rely as provided in Paragraph 4.2 of the General Conditions. Bidder acknowledges that such reports and drawings are not Contract Documents and may not be complete for Bidder's purposes. Bidder acknow- ledges that Owner and Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Bidding Documents with respect to under- ground facilities at or contiguous to the site. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and underground facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance, or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder and safety precautions ' and programs incident thereto. Bidder does not consider that any additional examinations, investigations, explorations, tests, studies, or data are necessary for the determination of t this Bid for performance and furnishing of the Work in accord- ance with the time, price, and other terms and conditions of 4; the Contract Documents. e. Bidder is aware of the general nature of Work to be performed by Owner and others at the site that relates to Work for which ,u this Bid is submitted as indicated in the Contract Documents. � s f. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, u tests, studies, and data with the Contract Documents. g. Bidder has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Contract Documents and the written resolution thereof by Engineer is acceptable to Bidder, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performing and furnishing the Work for which this Bid is submitted. (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) RBF-2 r. f� f X r1, N i"�i :3,�; „, �,�}yy(. ._ f,ri?�`° .ii,'. € ¢.i. Idz i r � t •t yt t • �.z . .A � l t. z .. �4 tz + + , '1' `.St ��:�^ a•: ,:.,'j�j ` y�r 6 `t?; �L4� _ '�` .. .. _ w, s!�!{. - .ice_,�—:�..._:�i• �� L--�.r - :�.,L:amtsz ,J' _. i. 4'x h. This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm, or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid; Bidder has not solicited or induced any person, firm, or corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner. 4. Bidder will complete the Work for the following prices: Wastewater Force Main Lump Sum Bid 1I, i (Figures) L i 1 ,► i l�y7'l A� :\N U\U��(�TAG �=�%S�r►�� . Dollars (Words) Innerduct Conduit Lump Sum Bid II /� r (Figures) Qr1e- lxup re" St X��% -41,ye �hc�U:�c_,-1sk Dollars (Words) Total Lump Sum Bid $ , 0 S, cub, ^T— J I n (Figures) 1 � JU� ��crn � i X T.I " �i y e •'f 6 v"�N A Dollars (Words) 5. Bidder agrees that the Work will be substantially complete within 150 days, and completed and ready for final payment in accordance with Paragraph 14.13 of the General Conditions within 180 days, after the commencement of Contract Times as defined in the General Conditions. 6. Communications concerning this Bid shall be sent to Bidder at the following address: 1 UrL PI'D e (l'ltV �4 I .7 rr '• clC i� l i 7. The terms used/1=. &d, are efined in the General Conditions included as part of the Co act Documents, have the mennings assigned to them in the General Conditions. . (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) RBF-3 • r. r f a r B ! f � • � � T.` �� .' .t i� N.. .`t r ty,,a k ;4s k 4..F, � .�i^ 'i ..y�y4� tyt yL ,t ,;� � r�.r.,t�.. ^. `!+ ,..... ,d, _. . ... , . ...r. ._�..t ..•_.....a l..,.. ... . _...,. .,.. ......r,at_. ./, .,. .._ ...,,...,. .,—_��rrt•l�.,tL�� .. yz�, a• .r SIGNATURE OF BIDDER Contractor's License Number Foe, 2—S=9,5-g-- License Expiration Date If an Individual By - k (signature of individual) I� doing business as Business address Phone No Date 19� If a Partnershin By �.. (firm name) (signature of general partner) Business address j Phone No. Date , 19� r E f (JEFFERSON CITY. MISSOURI) (WiSTEWATER FORCE MAIN ) RBF-4 i 4 Y S � i� . �.. ii'�r�e� + v�+� �,�"'tJi1r � 4�"�..ar'i t� �5£� !"y� k. k s4tM..t• �. kk»k v�ww • ._..e:4,. .. +.,.• :.1i�_....5.... ....L'..d �._.._ ... i,...coat O,S • .....�: ...._ i..r.. .. .,. Y11` �;id aiir�.r Y r^.NOW'': \ •y}rrt:; ,xvyt�% SK,. ;K R•t4tyMt R' iA,' v3.. ,r ,• , "+�~ ) 1"*L.. Yv;:r}4 L� F !;'•Y�y:{Yec$r .L. .�+:E�{,1. �js "i�F'� ��bY. .��. Yt .,'�. � '{,,. \7 .��.r 4z y. � tG.5? 1 ;h. 7? �V. 1 t .,, )'I , A,;m .:�'Si�'S ",";i,�yY�w�iel.•��.i.�f?:4 i,,�".�,��5 � is .t,p f Y'}4. r� },4�^ ' ,r . ?'J , ', .i.r.. 'r. iv s tt+,, ,, �:�.,v.•;}'.Pg q:�.^Y5",',S�l�4. .lei rK + z. 9^{ •p;`'�' � ,' s tr.1,?;�t +;�*:t j�sx:4•�t�•r a7 4° :>� z f t } :t,1 , ,r ��,, a �t � �,�•�.q,.'�;�. t§& i �+Lt�u �} ye5`(r'�'t .�}�. ,a_ �t'r yS t t wt.�,C ¢ r'+ *�,. ; e .j .1 i y. ipp i•.+ • '.fit; i (jjY(•k. •'4 is . { i•Tt "'t;j'ttieY:•.'i'a 4' r 4 , i .f:;,. t .�+"r..:;l;t'7s$+1+S'';t t5 r5;+�.�.' r;fr.�5-„h 1 rA.d tt, lt.t. fr' „'i+:;+t.�•. .). .1•: i �,!t�4 '.xh,, � }: ,",",>,,1.• 4t r t' , t f rt"a7 {r.r. s�t > a,. � �s+I k;.,,�S.sl4,i.r;�,'ty,�r � r6-'3� 4 7;31 ,r,4 1Y7' :' •'t�4 7x..drt�ii +�,1 � ��vZ i 41 dt�.y::t.+del i.luj"'�s 1 �.. �\.7 s ,fy S t ,} / .it' d"'° r. p?•,'( b Y .a.r. s titl`'.tpt+t,>'r �Y 1 "r'4t' rc1•txC, 5k.� .f7tuy�}r 'S`' {`� 7t.�x a t }�r.+tt ; i:/ Cy,t,.r - T'..r. ! }t. ,e .,:" .1 .'t'�1're;u1 9 t;•,41„ ,,��', 'r:,('" h`5t.r� �S,k) i;? .ff., 1,.y.}•.�.s.;.,..,,,. t1 /•.. I. �� •'}I�. 'x' ., :F 1 ;{a .`+��n ��ft ?t: �t`?1�' r,r ,tr! t�c7i,tV- , Y a.$r�,a,, c�+ y•;s }E v; •:�° J;}• "+.� :;yd ..;.a,t ,,x'-�:htiir't';..`f"'4°.�e a :a i''�;vSF.t. �ttsr:•y�� 4,Ltt 4: 7'41 -t �}. 414 / , � �� aulr ,�F. ; ...' ; ;:�� f ,�''' ,:7 7 �. :,� z�. ; Y�• °•f'`'�r'�G-°rc�?41S"�tA9:,� "�tY��, '..� r s}r4: •,� 'kft+•�w`"r"Ti."`"r':"P•F'R.. .'�'';y�'�'� '"�_;t '*'!�#/'�A`7<''�. ,. �: !1'ki � y� .l��dl5'e'gn�v +'�!F ti ri,.;. 7 C 1.t it try •5 S hLs{t, t5�{s. t. Tr i• �.st,' 1, oS2 .jrt: tb + a '� S ,�i"' 1� f 1 ..{ ,7 S' iltil t� :'+�, :,r; ) _f.. 9i. •�• i 4! 15,� �t�n t • ?� S ,i i h • •e t;� r; IMW P • • _ z 2 ,rk r • ��y'rry7�y.(E 1 r { 7 _ • 4.' l.. 1 +35:•1,' 1: Z r{ :. Y.t kYh�j r i � I 1'hf ioi i • • cy�s f t f '! b r { t t r tt r ?! r bn � Tr'l • !l1.. 3iet rYF. � 1+ '.2" x t v t r' 1 3 t t1 t:: t, , .! ! � t 7'n a tl��t , •i 7? t�!'s r�l 5 t 1 rSr .S �Y t 1 1 57 # i 1 r r.; 1 tft�1 , ... 5 S , �a� 3 .',y t �" ..'o- 7 R �t + .r s} �+ r, aft ,+1ttt ryr -yr�T J. h �L+�` sn?��''l r(1 i Y.'r,F� 1 � t } • 5 ,• 1 +. •; ! ., ap).N tR .3 r7z rr,+ii, •s''tt 4J$ 3�4 !�i>>k r el i�at" d ...s F tr' ,r f+ }j i t�,�'. r t +: �S 1 c .�F t. + �t +,. Ff 5 �r3�ef'�'�•�l r r ,..i i �. t. r ,. 1t •4 a �jq .. r .r 5 r£ ! rt .c�rt..ti S .4r1 .t t A yr i} a a r4 'r�+;3 t.•i+y +. f .r r1°+ i An' ,,L� F � �, �. � .£�. >in 3,r.r x { r,�.�_` try,",' ,.§,r4�,,rt.r �, �54> : , "'3:_t •, �S , � r b � ttieE �• a j "�'"' 1 •Y ' ��yyy S`� 1: r v� :S .�' PWIMP $''� _ ff lyi}jnc,N Y "r1r�r►-trr�,Y• .Tr.., .e 41 "�'". i` •H. � `#: (,y�. .`�{,µ:'�t�..x�.�yj��`+;, •' ' ;q�,�19 �� .�t 6 4'��i.,a� M +, a S ,> S 5 1 9 (�,1 � ST.PE#LIL FI>It�? AID I9�A.�1��•�. INSURANCE COMPANY St. Paul, Minncsuw A Capital Stock Company } i BID BOND ' Approved by The American Institute of Architects, y° A. I.A. Document A 310 Feb. 1970 Edition T KA10WALL MEN BYTHESE, PRESENTS, that we Michels Pipe Line Construction, Inc. x as Principal, hereinafter called the Principal, ? and the ST. PAUL FIRE AND MARINE INSURANCE COMPANY, a corporation duly organized under the laws of the State of Minnesota as Surety, hereinafter called the Surety, are held and firmly bound unto JEFFERSON CITY MISSOURI W as Obligee,hereinafter called the Obligee, ` Vill FIVE PERCENT OF AID AMOUNT ' s in the sum of Dollars ($ 5% ), for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind ourselves,our heirs,executors, administrators,successors and assigns,jointly and severally, firmly by these presents. GIEREAS, the Principal has submitted a bid for WASTEWATER FORCE MAIN, MISSOURI RIVER CROSSING NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or contract documents with good and sufficient surety for the faithful performance of such contract and for the prompt payment of labor and material furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this 15TH day of DECEMBER A. D. 19 94 , Michels Pipe,-Isine Construction, Inc. (Seal) cipal) itne sv� R. MICIELLS (Title) PRESIDENT St. Paul Fin and Marine Insurance Company (Seal) (Surety) (Witne B BY F'r (Attorneyin•fact) Ju tine Lishamer "t^ "r.,• 4.70 printprf!^ u.S.n• d with r;ermissron of 77te American Institute of Architects 7.!4ti;i'°''T)}r. 5' y,� . ,..• +. ,r.n. �s^;",. ��'X.��t�'• / y� 5'�°7t3Y r)}r;J yc ,r z, V•�y�"llr�*pr�` w F� aae F r{ �x S3t t-�;��:�ta�. s" g1 ! Arac:�' (^y� n�'ia t �r r r 'v '1`a 14�� ,51•!'t�? f ' <t�%�..{,l�ji+�� , y rrf} �^'� Yi i�Zi,�'�}s tt"i��t j,4 gilt,, 4'1^��ti.f{r?,,�.st } ,.�•t 4 { 't,yy2 V� R i } t17.>7� t}� �lx+ P4 J )} tt �'�• } I,�1°ry �a�¢l }t 2kw.s64+ wsr� 1�(1t' i�4b. �x 4� JS y0." :'S Iff"i" x ��, � y 4s fir i r�� F��+ �,�,�;�Yt �l��t .� Ff .t� �w,} a�*�y�r�y+.�.r��. � r' zv•�,-.. th.'.7W'fF.�7tC"r ,tri'�Jfp 14.'T `9�" 't•S!{�`�^^i'..�r ,rSYi i" xi,,Ijjr,r'•v. l^S�q •lrr �, gt{�l r 4 ,_1�� bfk✓t F., f'i nry y,,#;'. 4� 4b ! ,y. 1..�• F ' s h $ YJ arisits: ,ff 1 ri��I dr.iEt�l{{j, 1 ! R ACKNOWLEDGEMENT OF ATTORNEY-IN-FACT STATE OF Illinois � ss. COUNTY OF DuPage .,� 15TH DECEMBER .. On this _- day of 19 94 before me, a Notary Public, within and for said County and State, personally appeared Justine C. Lishamer - to me personally known,and known to me to be the Attorney-in-Fact of and for the ST PAUL FIRE AND MARINE INSURANCE COMPANY,Saint Paul,Minnesota, a corporation,created,organized and existing under and by virtue of the laws of the State of Minnesota,upon oath did say that the corporate seal affixed to the attached instrument is the seal of the said Company;that the seat was affixed and the said instrument was executed by the authority of its Board of Directors; and he/she did also acknowledge that he/she executed the said instrument as the free act and deed of said Company. in •� "OFFICIAL SErAL"��~ Notary Public y xpires 11072 Rev.4.8b Printed in U.S.A. Notary Public, State of Winds My CommiSSWXExpireS 4119198 r f t�M Vy ' ' '{s ;d t'SF+, `T ' s }�, z7 p.?hrirt (1s .' a' Y' R s,, x t . ;',��.. +'rfg3 ,,:�¢rR t. ,,� ct�t¢H• � y.; +.+31 .a ,� js,r�4rf. 'r„ T "+� Xk",K,(}j1 Z,.��'}'",�*•;•A��{>1�'n }ti�'"'kP}`� s e`�i Yf'a"4 a1r ftNaj.�"g� ��' ��L�}'k'��YN{.�s��yA�� ' �!� t "�i, irk�t �{ �P 9�jj?? f +�t�tK�fr' s. � , i}xi !'S•t x�3y4 tyvx�� d i{� Fir' + i tP•sr•2.»`3 �i ��' + y-sm�,�.f-c ' 1 t�r'`:k r� =t� �•kviif }�{xi 1.. xir r .}�S'i f. i� r! r `�' .�.xir� � '�@�'t" �. k E �r�.. �y��}�p�k,,�`, .'��Sr �{ £i'�-f�,l:{k;4�.`f}., ,t ..Pr P�'�°i;�d � rklj'u�� x1t i�a'•� °>o .)•} l� �. �)��"k jhw��!f � U '�rtt,v�i;`a f7�i��e`��'t�f$�xt}Lt ;' ST.PAUL FIRE AND MARINE INSURANCE COMPANY CERTIMCATE OF AUTHORITY 14L Surety 385 Washington Street.St.Paul,Minnesota 55102 c•;, CERTIFIED For verification of the authenticity of this Power of Attorney.you may telephone toll free I-800-421-3880 and ask for COPY NO. the Power of Attorney Clerk,Please refer to the Certificate of Authority No.and the named individual(s). 1477314,55 GENERAL POWER OF ATTORNEY - CERTIFIED COPY F-12383 (Original on File at Home Office of Company. See Certification.) ,« KNOW ALL MEN BY THESE PRESENTS:That St.Paul Fire and Marine Insurance Company,a corporation organized and existing under the laws of the State of Minnesota,having its principal office in thr,City of St.Paul,Minnesota,does hereby constitute and appoint: g P P Y Y PPo k a Glenn P. Saps, William P. Weible, nieresa A. Kochi William C9d111 Valerie J. Burrell, Justine C. Lishamer, Katlnl eM A. Bazon, individually, Naperville, ' t I13.inois its true and lawful attomay(s)•in-fact to execute,seal and deliver for and on its behalf as surety,any and all bonds and undertakings, recognizances.contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed,required or permitted by law,statute, rule,regulation,contract or otherwise, Jfili ' NW M EX= 3N Pt1LTY SUM OF F= N=CN D=AM ($50,000,000) EAICfi and the execution of all such instrument(s)in pursuance of these presents,shall be as binding upon said St.Paul Fire and Marine Insurance Company,as fully and amply,to all intents and purposes,as if the same had been duly executed and acknowledged by its regularly elected officers at its principal office. "j' This Power of Attorney is executed,and may be certified to and may be revoked,pursuant to and by authority of Article V,-Section 6(C),of the By-Laws adopted by FIRE ` R the Shareholders of ST.PAUL E AND MARINE INSURANCE COMPANY at a meeting called and held on the 28th day of April.1978,of which the following is a true transcript of said Section 6(C): M. �. � "The President or any Vice President,Assistant Vice President,Secretary or Service Center General Manager shall have power and authority A. t. flfi,, (1) To appoint Attome s-in-fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto,bonds and A ' `,- undertakings.recognizances,contracts of indemnity and other writings obligatory in the nature thereof,and s ', (2) To appoint special Attome s in-fact,who are hereby authorized to certify to copies of any power-of-attomey issued in pursuance of this section ,,>ss•.; ,, f; and/or any of the By-Laws of the Company,and j (3) To remove,at any time,any such Attomey-in-fact or Special Attorney-in-fact and revoke the authority given him." t.-'. Further,this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and held on the 5th day of May,1959,of which the following is awe excerpt: "Now therefore the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile,and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." IN TESTIMONY WHEREOF,St.Paul Fire and Marine Insurance Company has caused this instrument to be signed and its corporate J�Ftae 4 seal to be affixed by its authorized officer,this 30th day of November,A.D.1990. Y ' t .• Y"�. �p ST.PAUL FIRE AND MARINE INSURANCE COMPANY 'tis Gp' STATE OF NEW JERSEY t ss. VxANGE County of Sommerset J MICHAEL B.KEEGAN.Secretary ;, On this ] day of June 19 94 before me came the individual who executed the preceding instrument.to me personally known,an being by me duly sworn,said that he/she is the therein described and authorized officer of St.Paul Fire and Marine Insurance Company; t that the seal affixed to said instrument is the Corporate Seal of said Company.that the said Co rate Seal and his/her si nature were dul affixed b order of the P Y: B Y Y Board of Directors of said Company. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal,at the township of Bedminster,New Jersey,the p day and year first above written. a. LINDA SMEY ,Notary Public,Middlesex,NJ My Commission Expires December 16,1996 CERTIFICATION I,the undersigned officer of St.Paul Fire and Marine insurance Company,do hereby certify that I have compared the foregoing copy Attorney the Power of Attoey and t' affidavit,and the espy of the Section of the By-Laws of said Company as set forth in said Power of Attorney,with the ORIGINALS ON FILE IN THE HOME °. OFFICE OF SAID COMPANY,and that the same are correct transcripts thereof,and of the whole of the said originals,and that the said Power of Attorney has not been revoked and is now in full force and effect. � IN TESTIMONY WHEREOF,1 have hereunto set my hand this a« Ash �ANe! 15TH day of DECEMBER 19 94 MICHAEL W. ON.Asst.Secretary Only a certified copy of Power of Attorney bearing the Certificate of Authority No.printed in red on the upper right comer is binding.Photocopies.carbon copies or other reproductions of this document are invalid and not binding upon the Company. ANY INSTRUMENT ISSUED IN EXCESS OF THE PENALTY AMOUNT STATED ABOVE IS TOTALLY VOID AND WITHOUT ANY VALIDITY. 29550 Rev.8-94 Printed In U.S.A. > R, X T T' mJ '. e F:h gear IFS ttr ;. i�. rirVikt � x.tS < � I � ' ,�}'� �{rt�t tw f<� f+4'wba'k� T/ 'z t• t� tt!1 z{fL�}fY*u ��S'� `.far ~ V¢ N��:+ �++�`�n �F�' ,,t ��ry'n� •fir � tl s� . ;� ) '�'�Ra �'�'f'x�t�"{„Arai})Nx�{�5�'k`'`�},� ',.,�'r,,.,�'}NH��zbc,�;��;>A,,` ''+, t .�• } { r .4 3•ti .� i•y'�� *+^ 4.h/,'��rS� rjx":',:��r�f r'i4'ri �a#�'S rs�'ks Ss,t P ru a� c? .i�r}.:�,�7 4.t 4�.1�A" ceX' , ;�i a f,,. :,°•. t ,{t+ t .r+' �`�fo- �" /ff"" E (`2 r, .hr. 7 t' r, zj .j ' i"Y'l�r,.xr)o-..,• a wn r'.x LEM�311�'+I" ► t• R h ji F,f t Ts.e 1 j{. it.:<i, r ,y fx t.tr.�'=t �l ..:,t �'Mf ii.i,•f,.w s!. '.kfd,,'A�.ihu't". 4 t, 'kit. , Stax ^',• 1 t i4 , Sir. �ifc x, i,� lti i�•,.;..'rs`,tJ.4'.t�ls f,t 4r.*~.. Vol A 2:4�'. fFl r1 .• ,`. i yR,• � I C IF L QI I s L ► 1/ 1• 1 f. S, r' r.. .� ..�tu`` ';;1" '4:.ME.•r n_t f; :v ,i. r, ii'. nhSw.,;;F �i�,..a' •v ,S<' ct`�y.S. it{:'�i�K`;..,,rrt.}.f v:•, ,., .r•: t A{ '•'�r.:1" E,•�5a tt Et.< ,'? .f'L 6:§ 7 r •i�rr,k'NCs`,•^ IS7, r �,t'lt''t fk'x,h�'s7t [`�'y'cri. �'.�' �}! r•�� 2 i.C.: ..(�,'T44,r..y xY•,'j..rr�� >t,t;:., 1p• �.ti .�..U•."'� ';�w`2 �.+1:1•t�'e>�k.��}S .�.F�'�,,,}.�;�;,.I;J-.;e�e',•'>,.';i k�. ..:�rf. t .r :�ff + t: }.i�i� �t ,s?�t t�i :px.�} Y��¢4 L}}+'� '.! '";�.t ,�tt,�,rc�•• ;..�E�. ("+`�`,*5;.��,.,:�As r �' ,.*, Y•i #G's i•�•,'F`r' f �' :+� •.t}+ � ,,Y4t a.ra>•�:u�El;s7�{,.:tan tV"�G .�'< �Cfl'.irf�hjy l c3 +..E,.t r�Ft1�^ t� EwR' .t s: z f l.t .rf Yfis tl ��.• ��rar�.�s.,r`.a �.�1.; _ ��.'YPt,a �r�:k't;w?8�1.?�� c>: ..,5•� .,;;.. .rI•Yy" i5r;.;}.r.,, � t 't ` 1 f ».t...j,.+ .AA.E t�.4,,,.i)r��,, k :S:f� ;,t th1,.a:W•.�• 'tt?'�. tY{;Y�.M1 r t f$ �k' ,4,, r�Y.' J .,' Y..y. .r;'r:t•.G{�;:;'�r;� i>..a;�a�5 kFS' r�rv';},•raf4t��(k.>t ' '.,t...,sr,.f,`:'trti,F f. 4'S. :,i. OS. r-7 t,` ,.f... .ry s +. ��. .t�fyS(,tr:C�'�: y�'h I��.ry•?.l�f5'.�'s 1."S�s{k+n�, `'��'RJ i'y r�'ry'{`;::;1.'�i :.1:,.:'w a .� r,} ^f} ' t,� t -x >,� ,S§.,,.•,ya�s !�,3!kfi�y3•�$i rv��` k`'y�V•`,t4TMf.�',"Pt•{ �+t.r�'li 't't'i+�3 '�''_V';"�"y�}g;S,:in.r;^�(:} f.r•„ _ y .u. t;.. '1n.'•�y., �:ti .vc,i.:ECs�r -. ,.,,�(NX�.. .�1. ��,("f,{sY..l t,�1tr,:P .trbT.}3. :d..,tf ;,IY"y-.c;,• _•l # VON i :•..•tr.fi•rC$:a ---5, .+4- ;ryt r`4•� pql.j.:m}(.,,fy fyS. 1,..,`r',(.', p fs t s t .+.r i'Ur.:' ,•r#. Z'I.;G t •t xAttt��`�,.,:,W<S� djt#'gym ai,7.9 rat. ra'Sr.•�#;n { �i_. „f +2.j.r.,s 3�tt. •r .t��atf,xrr!^T� {;t4 ?rr•; } .t t TA. F r a x ` E� �>C ta.r 12ti��ttSa•7.y,,va ryryl t/.k�t5i�.iP F'4 r: c['}C )t...,` t°.�•L,.��s` � t ";`� t '.'1•• r t .!'tr �� .f?�.��i k}:` •.ni� Cfr :1 xTrr;'�'=./,+i{.i�r:�1�. {t±'�•�f7f,;,�"`r{�y•t� `�r r e.. ..si,' s r '�,s'1 k'�. r;5 i 'i4 ;��y+' ,;S}`{Zi�ii ,x i,.�`•r,'xl. vi§?>'ft ,a,m s,Jr.�,,t>�•�..*ar s ;�C"?i,rt :; S itS 1. � �`�, .•�ri .1". =:.fi: 'i{i,•. ,�; .M. r:��;�l�i3,•d••"'.;,�'.'. tir.° R ,��;A i ;,!r}, is .r1 J k G. �' 2{..;, ,n a 4r ,aa>;•a r .#r, r:; a 1, s'�,#'. �� Zs�;, 'f� w I<dpu�;o}„�,,tet�rr"4r.' rg r,5;;,z4; i 2 t�t' '� .i•. :�,.�,s:.5•t. 'f'3 S �'�. ��. ,rtF' 'r.,,i § f .z � d'i 71�+ l� Mfr .at• '�' ;` f ii � t 4 �i;.,�. ' F :.':.r(y..�r.f��S,t t .A 1 t y �s'f� rr,Wt•S'�'�.,g2,m 1,...:.1•�:'�.,_.r��in.5s�"�a :att:�,trs. 1•.I.' .r '1 r1 t �. •1Ef.vNt•'t, :r. '�-,�',l,..7 r. �,.Y,~t�C.�,L,S'.f,°;'a�;rfr�,ta�,�a�sy��#x_,:. ?( zi, ,;;�;R.. ..r�t,�c,.4r,;fl::it�s!t' t ,sls � iF s 'J. '} »xS�t'. i°xt��rri,•�•� f.,�'i`lx S.r tie�,,a y 4�c,.t v 4•+1� -,?<,�es�'`ts'� � ;f,l` •c�.�..4.. itr"' ,;,'tr;.��,GsS�-'r tti� c � q.;' .r t �• 6+,�t .pia+. '�'a,f a, 'i 'h. 4 §c.� � � i' w�;""t�;a`t t' tr w 't R 1w�� + +f., 4+f(xSt r.lr ��f Y' ry`�'r�'L`S,"I`l��'��;"Y�)A �,i�,�v 'aa��`%', 2 :+� �1.'�;��Y,,;P,R '�31 4" �r t.�e' to ,;�ifs•t^'�ry of flt};r',a}fryr?1+.r,, r .:e � •t�'i{16tr, �.� ti rid. "r rF'' y`s ` ,t.fi;;r 5 .t ��• t � +�? t MWYn•rA►+i9��a4�, t' ��+, � F t�` ' "�4y rt' ' ?�•s u- t � � r<watt "1 {¢t s, 4 J Y'�t r I f.' + r¢l�'y.''•71 r y tixr` !). "tj y�• .y:� F ;�( .! }`�i.1 'rf � S �� '�.,}��e i.i�ed t{»!•.:et:. Yf' t .yt`(j Jl'd .7 Y 2r Ifs S i. ..,�`! � ) {.,•', t '1> "!' ;+i , f "+' 1 ah•'e¢tii' t ,J y `Y t 4 t '' 7 ik"�}r 7K y Jfn z, .•�•'�F+,, JGa t.. r ti•"t t •+ ?x{i'� t. t,� ln,l i_afill `j� S 1P � �f> s.'s�, s a. 4 1.`. 'l. lit t., ° 't. tin. p- .•.i,t.» r.Y3�.,r:a lh. fir.ryi"n��.i>,.�lti .1i5i4 4�., i u ¢: Ir �r�r i.j jt. t� a. F¢ 'I�rti •, • I •;i f i 4. 1• ' t ■ t t.S i:. 4t :; a • _ _ • Y • .LI_ • 1 x � 4 1• re rt :v' .Y.7, ,.yit !`r7 n . Ms's• r� Ya mod' �7 Y �:�°".:i�j.,'<'i.a,t k "<' �,�y S.t ,1: 1),,.r,• .4..y 1-(.. }. lklr�: 5 FIr�-r�tt"y,7:$� '�^,tunwr-,A''^n `h;�r.:46'-•.yys�'2� yf ,�. to . T" •1 :4 4},tl.t 1 .3 1•:t � �3Y. 'tt a','j 1�tt�.L�t'�S ��MrG„J(.1�f j`7 {l A Iu I }f.,.. 1 .4:•t ' 3 {s'�; �7. �t {.: y: 't.. t" t !f .;�'. i!1 t � t •r.a-�,�ir:��,,,,�f:nta,,t,t_.y.�i�t1 SXFIfK,j.�; ..,�;:1' .s u r Ytt '•� ••1,. s.t t„ ^S"{ 1.y t. {4 +.t:hi:s�':'�:tif opt{�t.1F. `t S I`:yytlikfr✓iT$ f�"' �.,..�.'rsSA`y'i..�i ,'iY:,+p ti .}t:. �, 't .k z:. .1 ( t + 1., ..t..a'7o\>✓S.y�fti t ;9—•1'r�1¢:t.ri�,:tit:*'515,. .3 ¢,t•r' :„L^'�;y'�&.§•;'iri y :r >te.,t,;,.. ”1' qa d "fr.,y1 � .1^✓w..11,4(�?�.r[y�r'e ;x4(t4t(!'+y��ax��}�t."Is •r,�rtc s,ai�t°.t Ft S t(: `�' ,' I. f t,.l tyry .,�t.'Y4 �'ry"4 .:1 �r 3Cr'r ?S r3..ry jl.lnS tti at x '• .7f ..�y ta. _.1 r ..r �1 { ; ' '1 1. ,:1., :.s.,,,;r.4. tf . ��){:5i a1.f•-s��li.••!,r2+•".x,f 3a iK'�}�`"ta..a�'�•o:'t".M:-�y..,u.T{ x �J�o� jr.5:ao.i•,•;:i'1t. <.•q •t:, r • .r,• c i +� :�G 4 ;.z� t w,�. �y7+ S, r tk d�� 1,;7f �a t4 ,•�� r t j: 1'r yy 7 ;'`3 !:!y j 5 .v�Mt'f s �,�ntt•r�54}.t�q?j'tCt;`�l�;�h�t. st+3t4}r5� S f 1H�'t;� �. � .rla'I + t t. {t�< r "z. ¢ :� fix .,nh 5 Fil�jsx,1•h �' .�l:n,F.rSy.t't kr,?•'�fy S t .I(l��a}'7�t. y.,x. ,"j. peg,,. I :I ../. "•: 1' i } .3 .t t Ate ti.l�`; t J;�, "4s\��f`+ 4+�;.0•� ;�;-;tt�raWr e;f�x�l}ft X61} i ij i.T f 'i�y:+ +"� .`2 " ' .�t f i "' a {I ,w;1. (i t7�xr jK l .itt 7 yp tte,1 1 +t`�S•,�}C'+ 9.•r yyt 1{r vey..�."Sr..�4 t. •? i e t- 11 a i>�Y !}i t 1 's �G ..e„t „-;}t tC,�. .�+i'� I,il -s i� .�i�; r,tf�•54,$° r' .X.' 4".y. " 1 + 1 V. ..1r r ,' i. •i a � r ,.'f�,ef'r�s�f'CS,}`:��? :::c�` i��!4.,sfi.;zs 3 a"`.f��'"� 'n3' •.S � '.1+'t+t> 'a ¢� �.,� •,! 'x .r. ` SI�rf !¢s Iv.t .s r iw+'�l a'f$'�� `y.•/ >"'k .P,U �x.1p LtSr.Y'y;. .>'.7E;'. nit H(iii , a,. :' .�'s, 1y kt �1'�'" :` la` .!'�,4ti t• + 1 Et {� BSI'1 i ✓ '; `�t .(o !ii �;:3r �A�,,: ;'?. ,�. ,a s„r v,n�k!> Div ' ..� � Iti •. •M'�l /iTI�F '��•tUL+�•.»'>wrlw•cr.�4f al •l�j i xQ �t i. r - �3\hamlryw'• a �'t ,/� ".. .a �� '• •, t'A!' ,�,q; .� '-'•..` �_ ,of y ,'�Jr .. ., .. MINORITY BUSINESS ENTERPRISE STATEMENT 'r 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. Contractor's will submit the names and other information if any, about their MBE sub-contractors along with their bid submissions. 2. Sufficient and reasonable efforts will be made to use qualified VIBE 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. x 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 Services Administration. 8. Forms for determining Minority Business Enterprise eligibility may be obtained from rt the Depament of Public Works. i ry i i t MINQRITY BUSINESS UTILIZATION COMMITMENT MENT A. The bidder agrees to expend at least two (2) % of the contract, if awarded, for Minority Business Enterprise (MBE). For purposes of this commitment, the term " "Minority Business Enterprise" 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 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); A. American Indians and Alaskan Native (a person having origins in any of the original peoples of North America); 5. Member of other groups, or other individuals, found to be economically and socially disadvantaged by the Small Business Administration under Section e(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 "owns" and "controls" a business as defined herein. Minority Business Enterprises may be employed as contractors, subcontractors, or suppliers. AML A n r 't B. The bidder must indicate the Minority Business Enterprise(s) proposed for utilization as part of this contract as follows: Name and Addresses Nature of Dollar Value of of Mi�Firms Participation Participation , ` ff Total Bid Amount: ' , `^ czt.'., ' Total: Percentage of Minority Enterprise Participation:�� C. The bidder agrees to certify that the minority firm(s) engaged to provide materials or services in the completion of this project: (a) is a bona fide Minority Business Enterprise; and (b) has executed a binding contract to provide specific materials or services for a specific dollar amount. A roster of bona fide Minority Business Enterprise firms will be furnished by the City of Jefferson. The bidder will provide written notice to the Liaison Officer of the City of Jefferson indicating the Minority Business Enterprise(s) it intends to use in conjunction with this contract. This written notice is due five days after notification ¢` to the lowest bidder, ,4 Certification that the Minority Business Enterprise(s) has executed a binding contract with the bidder for materials or serices should h3 provided to the MBE Coordinator at the time the bidder's contract is submitted to the MBE Coordinator. Breach of this commitment constitutes a breach of the bidder's contract, if J awarded. D. The undersigned hereby certified that he or she has read the temps of this commitment and is authorized to bind the bidder to the commitment herein set forth. NAME OF AUTHORIZED OFFICE -Zr DATE /2L 9� e---SIGNATURE OF AUTHORIZED OFFICER '1- ..�e 2`•. -'n.. a, r h.° 1� .' . �..�S,r4 ,;�t,�,. �''ur! t aq,. a r . �� cir:?F,F. ' .'�' `?b� a!str'.-j evr•:4we""''{.�ve'�G''ti'"7{i S�.3�+"i,'s7,�'��y:51w,�r,"`�..�',`34'!� ,E�"f�,t�i;'�!'t('"x `+lNr ' S 4 AFFIDAVIT r7 t. ,w COMPLIANCE WITH PREVAILING WAGE LAW 4 Before me, the undersigned Notary Public, in and for the County of tt`4 State of personally came and appeared i NAME POSITION of the NAME OF COMPANY "? (A corporation) partnership) (a proprietorship) oration) ( and after being duly sworn did depose and say that all provisions and requirements set out in Chapter 290, Section 290.210 through and including 290.340, Missouri i Revised Statutes, pertaining to the payment of wages to workmen. employed on public works projects have been fully satisfied and there has been no exception to the full and complete compliance with said provisions and requirements and with Annual Wage Order No. 1 issued by the Division of Labor Standards of Missouri on March 9 , 1994 , in carrying out the contract and work in connection with the Jefferson City Force Main - Missouri River Crossing Project located at Jefferson City in Cole County, Missouri, and completed on the day of lg Lri SIGNATURE :k Subscribed and sworn to me this day of 19 F NOTARY PUBLIC ,.r My commission expires: STATE OF MISSOURI ) )ss COUNTY OF ) Y 4 r ",t'� »4. {i:ash ;:y.f•S c. Y,�..fi .y,` .�N� � ) .1 �' t , ... r , t� 1 i ';�, � y `5 1 .r^. i ,�f s + is '�� y. �t •r ? ,a::14 3 r., ,;( �� ,,41 �t�ia3•, ,;. ,� .f� ..� d i 7_2'�°�rR'%"r M7 Il t s • yy Mum-'tt Sa �•C�, 5 S r 7 a.. a K s - { J i<p t w�; .A, '?:•. fie,. Y.:1�"7'..1.,r"!'i1 iF `VI,• .,iv p•2p f'#.:G, y}�. +.tL.(}r..� :P'i•'n'' ie:}'•^�'Sf MSS'yr'.\,,.. ,1-5�:'' 'r 1:',s 'A+ >F� „1��1 iA..''.i:`n 51'.`1.n.):f, }1 S ��. .t r 7 1 + :1,:!,•;,Yr, �. .�, 'l it.r. t' .t Vii: ..t rt,: .r r,rx^.r »{'at�.4 :`' irn�n.r. v,.`fP� r� .#r :tis�. b.tC`i+,�� ".n?;,+sr�t4.V°:t•, 'a,.la,\oti'',t'�:j SY t F: I, i w. '`� '� fr.;j-„,,lliP. Y.t,sera ,.>r<nf?r..•rtii.,'�?i�7'�,jk•!'�.i:r.,�.,a,•,;�'� t Pit. e, t ti • �tf • ISM,i �1 I fi: _ • • ',jar�: , pS . S'r •'.�u F�: • • .'�=��l�jLU'';s it?�.Jib:,. i:Z•; ,. r i a rSlw,rxnth r,r! ,o.4 Fq:,rrtY.R.C'{'k•'ttr,t f^fSi:1`" rC:f': 7('ti'i6i!•4f''•:7.ft r. 7 f4.hi.,1�'rT^#,"'?„� f :.�, rl..?S .,;r •3 '-aL nt,r n�.,i{,�. wF 'Pj t{ ,�.r..}`;r.�,,�+r,to rT” :tr1a,'�, i t r•S ;F'- 'r' 4 s _ e' .y' ..J!,, ,,.3::v?;:�{ t •+,tti},•k•<6 ,�t�4-�,.'�.}.. r, " ,� �• ,r ;K.. + t r +, ''ha`,i'.` .y.., �' ,i. .Y. .1 p:r,-„aS. J�'e„o<„•{1.,'?;tY�t: ,a;x':r 'i n^ :1, q .•r,�,. .{: ,ta>�.-:?,:a; -�.... .i.yn � !,”t r 1 �k” =Ji::t''!, i".r:$ i!,'rt'. t,J,..a Jr ',�J.'.�,,L,!•' �4.; `t ,,i + r'•'j.'=GT" •e, r +` s-t , `Lf; r 2L ,Eta;{,.h .?1.r'Yt:Via:. ,•t`;�'...�'.,^', C':•.�,rr!s.:t.: ,.in J. +1—. ;+_:?•s'Y .# t ',i 4W t w,;�m..�lri+�;�aJ ,Ly#.r�,. za. F�,,, �`.t iY :,Y.lx�s;•1r^j"`'{A't, s �. :':`�+- „t,..r.,,;z, Z� +.,;�r w ;;r^^,5t 'it,:G } }r}'ad'i'!'? ^.,+,'�sr M�. N '.J'Y'y=SM.s.��l±�1,}M4•st:` ':;. .E: r 7' is `cxr'X.�.,atla`7.Y?„ t nni•.;j air wsa1t.r(,7Ar4. Y' .;J •h ,SVi;':,r5'f j .t !., r r rV�,. !n S ri rr,K'{1• f!+'t r; '*i t.C..•L,..,1r'y•.F-j R7ngFr,S.. R t .h. .,J; .1,i„4,t:=r'J.c"'1.,.,y.,,Cxr u4. r, ?3f. i?Jt v'1M 1.S u,`7��{e,•.a•.•u:'• � L+S;t � 4�I +,,,, ',I,• i 'E ,i ,,E�” 't. ,r,. tt.L{i.tl1 Cxrr4;?;'I'. ''1 �. g " ,r '�Y,Tf.t;,,a, f � ��j' ..t�n•'•',t`+ ,f ,ry),. 711, F:jS'u5 x+St.' � S.r}•;�,s;�{� a.r Y ,7.:ydr.5+ f:>.;: „t.,., .f', ,r�; .Jy;+,..x •{�,i.,t.,.�Ip�i'�v t�r�ti�n.)Jv 'd:W' 4 t ,tJ` 1 :,��c:. '( u.'. f,r,^r,,,Y,. ,t IS. r.�j"4�x.+S.,31'?'.�J�r. ,rib {,c;7.,.:3•�' t}c7?t5,�'".#i{+'r.�`A�:.,"�}'.,f,,.fl'3:1lsty�•,41 f k" PA' i J.7 iia i� 4 i+r,U.;$i::�t�f 1#i i.��{�J��'t tt��?a ria.ti'• Y f•�17 t='it;,r.�t.'k'S. 'rA-t'ff fi 4.f,w rl'�, 'i 7 S t 1• t t':i r'.x. x� :r •Jf�'. .b,.�r�' . � (s:�Sti E":Y„i.� 1)�'(�.yy, .Jrut. 1 '�i}a. .f.i.:�,•,^.yi »a�fstsi;+Y ;.Y rJ'�'�! ,f.,y., {';' ,,l.;.r�r �� . •, r > ,�7, , :33';.}.4St .gr.. `: E ;::I 1T r ri F. ,i.. t i h:".-:^1{;•'{ �:... �" 1� r�fi'.;,.'a1i,y=C�r?�«'�,i,t.{ya;i�Yi:S•*v,i^}Fv-`snik'r •;r��:`'�E'�.�n. :4 M S ! '.f. t .L. �(,': 15 ``;W/!ik�?'. ? .(.t 1.±tJ�:-•,±Si..{..t,.t`yF .7,1H. 7�7. St tnY,:/�5. +�`:'-4{Y:I.f'�!h'S�i F ^J 3;�� i t' ; t `f r' s aa. {' e ti l � �.j'1� tir „i'F d y ,.t.-'ii�l,r r'j�t h�'y, ,5.,};'.Lm e'1C:��.Y+ 1•"_n.;,�t:r- a ✓,. r! c .t. #}t, 7"+ t,. i u�w r”. ;I.�yr.{ •,1,^ �'1lt;r^-'JC' tz .,s T'gl:'n t'.�r.r� `"G" lP. .yi'. f ,) .if /� z s Lx S _k 3 .1. ,it,„``Y„ .,t, �N� ;.�i „ <y �r'L,.�� .M`, ,'•--^.: F r n :;'uy9'';5.: � .`.Si. a r ;�. iN•�, J.. r'"I'�;”, i,.t., v; , -' at t #k •!. 'z .i ^�i; yy��y{rt�""ir„�` -r'�' ;:� ,t';,. } .:Y' ,?.r$'• t!r„ �+' :� �' a-,'�+t�+� t a t.r" t �I: y�,, m=";'� ry}�s: :tJfy 5t`C 1�.t �,�. ..:}i�j p11�� ;�,:�',i Jt. J•. =f •� j!¢ ''*~�t �•s '+Y}'�1:�' J``#1 T�'�j+i`�t✓ 4 I .V��+ r-'�n�+e �.:yi T .r �a! ;,4.r t.f ��Y::l i}�" ,� ':'�r't� i@ .;y,,''ilys•.:��ko h#iJ�"'.1p'.��1'� i d'+ �`S � �,Q +�yki'r):�Y :fit tK.� F:n�llY .a r M1� J�1 F.�ti t �• Q (,�• ,i 1 t �r sp r i r! 7 i1•Hri . z� '}v tiYy tat Yy yy v 4 wYld ^'�• � ltra4tsa, Si�� s r.:'7 •.. �!� v1' � 1• I Ip QI' 1 �i' 1 ��',�;r(('�^<��s7as'-r�:'�. z'4 Ott tS. P�.li '4 •. • - - • • 1 - • • �F�.'��%;:;rid +. 15`v tf • • ' ii 'r t y • gi la 0 fit wm 1 • ,s.^ ,t!;r •. Y:D' i;i••34tsa�ry,M}�... ytP: �4rR�••n :1: c�•/;r�!'. .,,i •i. Y 7i n, "Sh`@f"`!r'3yr,�,',a�:!ri�.i"�„”' ..'r'y ' .��i � •+'. v'sA' .!": .r }4�, ar5 :E3. t?'?R ,.�, u'�r=,s, d trF .�I ,tli• .,,1•y .,:�{�. -u k:?a;t frlilx:. x t.,9 "}'i x'i .J.•;.,( .'2k.t i kaf. '?+}! .'��,.If�., �.h,f$.. ��!! ,.} 4:t:??s.� � .�,.yyV: :r 1y }'.',.J r:y l..r•5,....1.'i. '��. b ,1 .�1�� .�J.t. .7s•, x�.� ! .+i' 'LS, 5tF1: � .�„1 N,., y'+:r�i. r �•. '�{ '+ F..x..kr�.•,,m, ,f:yA'$4,.rkf n�.f.�w•.?fr di ?'' .}�tS I•!�'Ec ,+r`�`F1.1hhh''' y/;' :„ .,y1 �b'r(, si•tv'txflrrI"'"� ;? J,x. :1 :Y l `rlys S�rY) { t ..1 (S ,�j ! y.'e,•.1,.1, Sr., :)l"�} t i✓'' y,t,.tltf'SS. tlfp )) .t "i �1' yy 7tY'il1 �$F:.•°f,+�ti•li�•JZMUMM",5r ,r'xA• 'i � y:l,.• ,.1 ,C• .r �. � 'i'x P}y r: �7W 'z{H. �+-'k'F fi �1�" �.t3�y'''�.gd g� '�' r:;-L�N�,}E`sy..x••;r°¢ •.a' y +b• i' rt. � 't 4tf ?,.rs;e;<'�;.i+rr'�i?#a.,ak�,t�.�.y�, i 13':"�'tii�x �.� �. � .�{U�i`r&,t'�.4`ry,, i,:,d}�,3•„ui. ..r r.d:,. .s �. A r } .,r.• ..1,7. r�t„tt.rr,,'r_��,'�. .ik..Slf'::� 1'�«'•� 3y,'`r5. �.lt. A ".= P r `3` SS {, ',ct,„ +.,rtt �f15. :zra�.„�;:• ,i;4 ), �:. 5y1 ) s` r , e+ t :`.1".k-'.•', idstl.:J r:+tv,�,r•�:P+�' }e;7 :s`ly,d ' { i, .' c ,�..}i1•rr•:, tl,i;xs.,fry; { N'yt u, :9 y. 't{. >„ .��"s•' ii 5 t . .s^ .;,<+, k'd t's' :L, °1." •dS "„`5�,7'RJ a 4,-7r>„xn ,Y ,1`. „t, '` .!» s :n: .,.1 i {i S"+i, i.Kf!ay..ir�;YF4�t�! �y,-)•sy.. wi. v� �'^,� 'w sf' w�'. • '�:�� Y5:-�C ad''�` i' � 4f'.,'«tn;r ..�5;�5 h ?. ,,>• } .``v i"i'. .i ri. .,t'it' S.S.X�•., s}r r'�,5�., .:� ,�' W° `+ 0.1 ;r.�' aN Cv S �it�'h �`" ``�• F`.*�••� ( r > .'`�u/� ., /t y ?. )a �.t�. k,:U.: �.��r tijR+`i'f;,`^.htfi.4,li`��':,•'��.•Yr"�t:�.i`��P•#}'. e4 �r �s �� ,, ur� 't'"W`t'�al��..+�.r t,qf rf!'3 1 �"1 i . ¢', ) •! C'*`�.f. At,.s,Nx.a'.11 ?�•,.�,;r,} .,ri`��.'�1��(i ki�.s' �( +� ; .'�i�` i.7"r ><..� ;Q� .yrs3'•y S1i1:i'�tist..ikr7�� Ery}. t. t � i t .�'• .x.,`14 sylhiw �+ �;+�'�2 '.} rayti'ty�.`t ;�-">:i •.t.. '�+6 f�,.: „�� .'t. i•E�}}7.1.'�yJ .l;.,r Y71454 .t 1 Y ..'>~,'x . .ty„�,g .L.' c t ¢ ) .., •�1.T ]� j..:S«'"� f�vd?�' �,•�7:z.,7'•r. •.w�,✓'` ��,. •�. .h ,� ,'� - .•�,E i. P'� '*�,ir+' �,:' �i: t 1 .i'. 4'.. ,,.�� { (.. 9 r � ��.� .� ni %4".r,£G ti, .,�y�•: '.✓. Y'i'`•°��{�h.,}.! N; i �l�i`�+r�/;ky 1.1�iq''+r7i=�#„V�^t�$"��, t �E'f '{1 � '1' i''` � ?ff��'"ti f�r ,� }' .� ; c �.'.*"loin) '" f'i+ �, � `�... aa�y`tG,��n 1 td },.t �, Eir I J .• ''+ S t'38s$' ....:+� "M+..H4riM.u.Yii..u��.>�:_sr� +v..wl{♦j"ti�wJYr.rr..r.... .a..L.7u. i'....,.il.r�nt�.�i�tn1�1 AGREEMENT r THIS AGREEMENT is dated as of the day of (/��2.�/yv in the year 1995 by and between the City of Jefferson, Missouri, acting . through its Director of Public Works (herein called Owner) and Michels Pipe Line Construction, Inc. (herein called Contractor) . ."'. Owner and Contractor, in consideration of the mutual covenants herein , set forth, agree as follows: Article 1. WORK. rtt r. Contractor shall complete all Work as specified or indicated in the Contract Documents based on the acceptance by Owner of Contractor's Bid. ' The Work is generally described as follows: ".y The Work to be performed under these Contract Documents generally ' } consists of the installation of approximately 2,550 feet of 30 inch r: diameter welded steel force main, manholes, valves, and other ' s' appurtenant work. The 30 inch force main is to be installed by horizontal directional drilling beneath the Missouri River. s= Article 2. ENGINEER. The Project has been designed by Black & Veatch, 8400 Ward Parkway, Y mailing address P.O. Box 8405, Kansas City, Missouri 64114, who is x referred to in the Contract Documents as Engineer. Engineer, and its duly authorized agents, are to act as Owner's representatives and assume all duties and responsibilities and have the rights and authority assigned to Engineer in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. Article 3. CONTRACT TIMES, LIQUIDATED DAMAGES, DELAYS AND DAMAGES, r 3.1. Contract Times. The Contract Times shall be as indicated in the Contractor's Bid. The Work will be substantially completed within the number of days indicated in the Contractor's Bid from the date when the Contract Times commence to run as provided in Paragraph 2.3 of the General Conditions, and completed and ready for final payment in accordance with Paragraph 14.13 of the General Conditions within the number of days indicated in the Contractor's Bid from the date when the Y Contract Times commence to run. 3.2. Liquidated Damages. Owner and Contractor recognize that time is of the essence of this Agreement and that Owner will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.1 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is 5 (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) A-1 t T/4C�i�5 .��. �. f` t t `,, 14.,:9 +.� P r ,r .f. p '•. } y ~x+b s ✓ i.'i •' t�4t"`'.7 .�,,1., 11 Stiff".� t ...;7 1 52r.x�'s %:ar EM1x{ K not completed on time. Accordingly, instead of requiring any such proof, Owner and Contractor agree that as liquidated damages for delay (but not as a penalty) Contractor shall pay Owner $600.00 for each day that expires after the time specified in Paragraph 3.1 for Substantial Completion until the Work is substantially complete. After Substantial Completion if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Times or any proper extension thereof i granted by Owner, Contractor shall pay Owner $300.00 for each day that µ expires after the time specified in Paragraph 3.1 for completion and § readiness for final payment. Owner shall have the right to deduct the liquidated damages from any � money in its hands , otherwise due, or to become due, to Contractor, or - j. to initiate applicable dispute resolution procedures and recover liquidated damages for nonperformance of this Contract within the time stipulated. 3.3. Delays and Damages. Except as set forth in Paragraph 4.1 of the General Conditions, Contractor shall accept the risk of any delays caused by Owner or Engineer. In the event Contractor is delayed in the prosecution and completion of the Work because of such conditions, L Contractor shall have no claim against Owner or Engineer for damages or contract adjustment other than an extension of Contract Times and the , waiving of liquidated damages during the period occasioned by the delay. r � Article 4. CONTRACT PRICE. Owner shall pay Contractor for completion of the Work in accordance with the Contract Documents in current funds as indicated on the Contractor's Bid. Article 5. PAYMENT PROCEDURES. Contractor shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by Engineer as provided in the General Conditions. 5.1. Progress Payments. Owner shall make progress payments on account of the Contract Price on the basis of Contractor's Applications for Payment as recommended by Engineer, within 30 days after receipt. All progress payments will be on the basis of the progress of the Work measured by the schedule of values established in Paragraph 2.9 of the General Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in Division 1, General Requirements. i (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) A_2 1 ..Iry{.fir3b- 4 t%I"".✓" .[. y. � Y}�!t,{'�+ u Jf:.'1'r )•5.% y<��y,,UF�x,:, cl i� 1 l isi /37.t� i y� N`tz.., ya.•. 7; ss;?? i..Tr . __ .? " r d "S+lgW,N,, �j+ ,Y�' �j}s3 d.1 t*". �� .• h �. III "tic "7J .r "G} " j'yZ 4'fI�J'�7k'"aif'{t ik�S' '.J 2 2 r.,iytlLaa3 `E r �''Ce{�' f• l si, •s ,rs..�_ .'.:f'w;,�ti:4WS.+a" ,,.r�nY'. f. .Kxhwairi�ii'9�.��t� ,t-4'G¢�EsWe. i.T 5.2. Retainage. Prior to Substantial Completion, Owner will retain from progress payments, less the aggregate of payments previously made and less such amounts as Engineer shall determine, or Owner may with- hold, in accordance with Paragraph 14.7 of the General Conditions, an amount equal to the following percentages: a. Until the Work is 50 percent complete, retainage will be 10 percent of Work completed. b. If the Work is 50 percent complete as determined by Engineer, and if the character and progress of the Work are satisfactory to Owner and Engineer, Owner, on recommendation of Engineer, 's may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no addi- tional retainage on account of Work completed. C. Retainage will be 10 percent of materials and equipment that �t are not incorporated- in the Work but are delivered, suitably M stored, and accompanied by documentation satisfactory to Owner , as provided in Paragraph 14.2 of the General Conditions. 'V Stored materials and equipment retainage will be released when .d the materials and equipment are incorporated in the Work. Upon Substantial Completion, Owner may release a portion of the retainage to Contractor, retaining at all times an amount sufficient to cover the cost of the Work remaining to be completed. ' The termination of additional retainage will not be initiated if the Work is behind schedule; and, subsequent to reducing retainage, the full retainage of payments authorized may be reinstated any time the Work 't falls behind schedule. Consent of the Surety shall be obtained before retainage is paid by Owner. Consent of the Surety, signed by an agent, must be accompanied ` by a certified copy of such agent's authority to act for the Surety. * 5.3. Final Payment. Upon completion and acceptance of the Work in accordance with Paragraphs 14 .12 and 14.13 of the General Conditions, Owner shall pay the remainder of the Contract Price as recommended by Engineer as provided in Paragraph 14.13. i Article 6. CONTRACTOR'S REPRESENTATIONS. !� In order to induce Owner to enter into this Agreement, Contractor makes the following representations: 6.1. Contractor has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents W including "technical data" . i k (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) A-3 �, ;: §u'rv,:-.E. nn,,,�Ng,u„p y ,I#„�„�f•...:,y,,—•'4';.....,H.�„,r�)q;^{ c �{ +3�. Ty��&G' `, yy'�v `�'7i��'.1C �'+,,'P.C:54Pt'�]/.�N�i'^�°'�i,��7,5 a'',4.%'i5�'7 . .�k'•�j}i,r f T t7 }�,a' 'C_.3 ".; "c r s �` . � 'ri'i+.S7tta�, i��r�"`�L7� `Y `� r r<1 yr. lde* �4$� s'b� � �' ta, •r7, air '�i �'v'��)x r°1�e ff�.rf,'�`��4 �9r ri�11s@ f�f��, a�!�rr r. ,�'�f,•;.rn r 1. ��yyL riJ�4t✓ •t.V't x�k�� ! '� � .i�f•y`T.f; .�Z✓3,t°lRj�ji'(,' �',it`�$�j}��i'P�X ,My'$ p f 5 s _ ., ' ti r, ��a , �µ}ia�� . "cif t i w• , e ...f�.,,i� 4r'. C.•{ �i `?X' 4f 5« rot e.��M' :h��S�'� iJi5 {?. ry�,.. t',:`»t. �'^1✓�•G ,'F� f� k F�r'�' '.'. !t` )�4'/Sit /y,'s1'T'ff�,j� S i S i .a{.; �t n�� rte' i' 1 t �� 1 ._ ,„: •'. '' ' .r,. ,± t 7 e •i.� tt 1” - �_1�`-- \l. - u..�. �:,=.� _.�L _. ...__ ___ ��, ..�.`....._t .ar[;:�..ec+ .i.♦,J x..►aIM[Nt. rl ste atV 't ,i r c: S'# vr'� 2�:: ._.c�il.cx� } 1, y.. ps +t#r x }tt t i r tiPa eT r s t`f''•l i� 6.2. Contractor has visited the site and become familiar with and satisfied itself as to the general, local, and site conditions that may affect cost, progress, performance, or furnishing of the Work. y. `. : 6.3. Contractor is familiar with and has satisfied itself as to all federal, state, and local Laws and Regulations that may affect cost, progress, performance, and furnishing of the Work. ` ' tr 6.4. Contractor has carefully studied all reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the site (except underground W facilities) which have been identified in the Supplementary Conditions as provided in Paragraph 4.2.1 of the General Conditions. Contractor accepts the determination set forth in the Supplementary Conditions of the extent of the "technical data" contained in such reports and draw- ings upon which Contractor is entitled to rely as provided in Paragraph 4.2 of the General Conditions. Contractor acknowledges that ~ such reports and drawings are not Contract Documents and may not be x ''? complete for Contractor's purposes. Contractor acknowledges that Owner ) .; d an Engineer do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Contract Documents with respect to underground facilities at or contiguous to the site. Contractor has obtained and carefull y studied (or assumes ' 4 responsibility for having done so) all such additional supplementary examinations, investigations , explorations, tests, studies, and data concerning conditions (surface, subsurface, and underground facilities) y .= at or contiguous to the site or otherwise which may affect cost, progress, performance, or furnishing of the Work or which relate to any aspect of the means, methods, techniques , sequences, and procedures of �:..` construction to be employed by Contractor and safety precautions and } (•', programs incident thereto. Contractor does not consider that any additional examinations, investigations, explorations , tests, studies, "` or data are necessary for the performance and furnishing of the Work at the Contract Price, within the Contract Times, and in accordance with the other terms and conditions of the Contract Documents . Ike ' 6.5. Contractor is aware of the general nature of work to be performed by Owner and others at the site that relates to the Work as indicated in the Contract Documents. 6.6. Contractor has correlated the information known to Contractor, information and observations .obtained from visits to the site, reports and drawings identified in the Contract Documents, and all additional examinations, investigations, explorations, tests, studies, and data G with the Contract Documents. (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN A-4 Y.� t( .y{ p(?V�£v t��t��'� `t3 Y+ 'r�: ql�y'.4 e ;,`,5��,'t,;Y.\�x,y�-.,.'I i. . ��°Tnt, 'ti t�•y. ' t•iT? 1,��- 'f'•. C!={ f b(, kvkx;,1"<gt a w'� 1 ail f 1't�(y h"5�'t t�, .'1r.a�r�,\ t ��Y kf.3� r} , t a 1. v n r,'�-•',.'`.."�y� t1,q � t� �h ^ss'�y �lytyi 1411 J 'A3 i a t'rY tt .E � r nnt'e f1,"�'s tsk i hyfi! d 3s"�``s, tktvir C .+ . �K :tY•• sL t.L�4},a` ,�f•.. �sl.syL,}1 i 4'� d73, ' t:J+a l'..•$,a '.!; ;f�f'��,?' 't"�7s• i t}�' 'x' 1 �At .t .,':W,�i° ti 'yb1 t: .,�'!.•;j.t�it�t,�'+ urSU�,� AfY f i� C `� .:r r. lo.}(' sot. ,. ,�,t�.,,.,t :;stv x• r ty�,.yvr,,r vl 3 �' --rri5 t'i�'• :� rit N`.�.,"}itG'•;Sj.eiN,;,`�!'�Ni.?:1>„ `'�;f!..+t e?'t.tr�{y tn" r� R''r. +,.'f "i N ct °. �}. ,��s+yy+}i =t �s � ' n"�•i�t.<x;' t,•4i„Htt,+�y � �� t t,ry s trt '�✓ r �vs��#.3'f1Zihr �� yf�`� �� s ` �' e -St {�' ayy'�,?+'�9Y,�w!5'��"A� . `�'T�ti�''i�� 1 ,�.4a�, :�;�cia�.�».x"4o}.•, � F ` t 6.7. Contractor has given Engineer written notice of all conflicts, errors, ambiguities, or discrepancies that Contractor has discovered in the Contract Documents and the written resolution thereof by Engineer is acceptable to Contractor, and the Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Article 7. CONTRACT DOCUMENTS. The Contract Documents which comprise the entire agreement between Owner and Contractor concerning the Work consist of the following: 7.1. This Agreement. 7.2. Exhibits to this Agreement. 7.3. Performance and Payment Bonds. 7.4. Notice of Award. V •7 7.5. Notice to Proceed. 7.6. General Conditions. 7.7. Supplementary Conditions. 7.8. Specifications. 7.9. Drawings consisting of a cover and 5 sheets bearing the following 'tt general. title: „ . JEFFERSON CITY, MISSOURI DEPARTMENT OF PUBLIC WORKS WASTEWATER FORCE MAIN - MISSOURI RIVER CROSSING 7.10. Addenda numbers 1 and 2. 7.11. Contractor's Bid, and other Bid Forms, affidavits, and statements c submitted with the Bid or submitted prior to the Notice to Proceed. 7.12. Owner's Forms as listed in the Table of Contents . ` 7.13. All Written Amendments and other documents amending, modifying, or supplementing the Contract Documents pursuant to Paragraphs 3.5 and 3.6 of the General Conditions , which may be delivered or issued after the Effective Date of the Agreement and are not attached hereto. There are no Contract Documents other than those listed in this article. The Contract Documents may be amended, modified, or supplemented only as provided in Paragraphs 3.5 and 3.6 of the General Conditions. (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) A-5 I K r. , �, � �� tiler.f. ; Y* , kj ,� � d �,.•r :':, r =f'�x"t�"� °d,e''�S1{.� v �;�''F�`•WE �0',"''J"4�' I i [ Article 8. MISCELLANEOUS. a. Terms used in this Agreement, which are defined in Article 1 of the General Conditions, will have the meanings indicateu in the General Conditions. b. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically but without limitation moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law) ; and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. C. owner and Contractor each binds itself, its partners, suc- cessors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect of all covenants, agreements, and obligations contained in the Contract Documents. d. The business address of Contractor given. herein is hereby designated as the place to which all notices, letters, and other communication to Contractor will be mailed or delivered. The address of Owner appearing herein is hereby designated as the place to which all notices, letters, and other communica- tion to Owner shall be mailed or delivered. Either party may change its address at any time by an instrument in writing delivered to Engineer and to the other party. r (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) A-6 � � f o� .j\It:t t r• t d 'r r J r i>��• .6t ,✓ e ¢ ,•y r r r A'�!?S` '•, �'"=r+ ;;,t��J 1° •�'�f` � r t g Y,,.i, r�j f Ir :y f �•; 1 ti4r +1QL L -7 :�l ? .Nv} 4jjn�1> E Appropriate • • been delivered • Owner and Engineer, and one counterpart each to Contractor and Surety. This Y 'Fk k: r Agreement • ' effective on Sr4r"x • • • " • • Ei'^• Missouri Construction, f ` /✓! Titlet d �•'' Address for giving notices: Address for giving notices: f'A f. . Department y 320 East McCarty Street Brownsville, •0. Jefferson • • • • . • Form Contractor's License Ni . _ • Expiration r sir Date 4: Attorney for Owner P4 r s{� r, m (JEFFERSON MISSOURI) i FORCE t•, a'}}11 tf+[ £4.}Y,4 a�liraTr :J"itf.a{<1..ty'15,?Y,�,'1,a�,r.Ottr�i;�r.;•r,"gffi Y•:ry tid. s. s.l :�n t. �: + �� ✓ia ! ?,t� fs ip��r }rf£ `t\ £, a�k 3 �' ,y ;zfl rt 's'^�,�' i ... f ,t �` .� � t .t. 7l y f t �, r:� 44j' f Itr'7 .Ya"r cy�:"'.k 1i� x''Ri k`3' e)✓ t r':1 . S,F I S t r 1 �r f + t �t \• St 'R }p,' t * r fi t S..Ji,,ry.\'�ti�i•�L:it tt rir4.rys.J13 �'�43, A i\Ift tti. ..f•�`.rn a' u ' ..i ,� { s r � .,� s ft.. .tss1 7•i`if, � . ;y.tit��rt} £ !' 2�..r { .t } ",}ra� z,✓.��r ?.: +. ,�. , - l{ ,•Y x . t .4 : X r 'i � .41 f�\'J r !#.It l. �r 6ts'r` 3f! q4 t 2 •� r t 'r '�+Y 1�.xY !�. .tr+ � k ! ?tt ;� r �F .z iirr�,•,�.S�Y�S r�. r'�r�t s. S i} l4 r �.r. t�1 $ rki �,J 1 {•tiv A. �c r th+t1 .r{r C 4 �.,.,.. a• 1C iY} <� r iF+ .ti:''C�.j i{ � F: :ri; ' r r�,l!t. i s r. St.i+S,`F..".k.�y.7r`s.�"rsr•�,��r?��,t?.�y��r.i�f,rCtr�i,r�'i'`,,g J; fe'� tx�°�'a;-s?i. ' id s. ,r •,� j 'I ,s, 1� ,•�, <t,orr�i.S.r; � ,+ �F:h{d;� u;� 3'cz1 , 3 �t c:?,.. ,,, , '. tt 1�,+'t'?'„n•a''^,1-r'i`1 ".. t;>'3`: �; ,Y”i., ,�r"1p?\tp} JfY. „� .t ia;'s>,rov' is}$'(�. '1i6.,r�. ,�r•5 t r ''il r> ° .< r' y �� :ty. ,n-a hy,t-1,. .ae�..F:,!'�ittt,.;.,$�.Yr".fy r„�{:r��..:ad`d�`y ,� `iS,{{'' �:•' ,a�S'�'+,U'isr Ir "° ur 1+�. t.: a �. 'OVI�i' t.. �, +r.,. S '!� :.yr n;.e+ ..h•. ?j�.fk::`:�"+` t'��>{"a> tj� r�.lh.!Z•..�#'� s,1. .t 'deFi 4� .tx Yy t`r.�,•�,.�:• � Litz}•,T 'E .1 s &�•- � �{. t tL ,a� 'v ,.t.�s.d•,r;�i�`a:,,«s.tA7�t�� :i '.1r�r}�w�4=br�.�e, „j fi�p?�' .x. r�;,� +\ .".n, t �'7,� y t;• .,f. + :r� ./. � , i:r,'' ,t,�tf. �,� ..�•'�;�.y 7„' {•x,R� ✓ �,i• �}�tf �`�'r3�t .,�,Tt`f �3.i� �. �� ,xa.,tf..� 1t' yr'a�} i:r r' fit' Ir Vii,. t .t.� p ,�S.f rg�,, r �y. ..� n• �t!< r..;t..?,j.'.z f•?�li y^r�S';y�lt�y ••�:{„3��1t'Y«:d+5 J'w.�'h,�,'t,e.�', ��P��+ '<rs7y n{,,�J•� S�� .. .�� r4;f`{{�b�;:�; i ,'y' .y�^n�� i'.�S*� rY.. N ii t,,Y,"�' :��r. y, '�,} �,s:c��t'y'& �; a Ji"'a,tx'" ��_� t,.a�'',,'' y .,�{ . .N�� .t. �•,r, '?,f.brtt ��; � °t, •�rti a J aaSa ',i� ttr;"f r+N { .t. { � r �:l,s''ry `21 15%h'14-,;r r..hY't�',f�1: `V2�1l''`.' r4 �' .�ijr A.:til i" :.ti,y;`fi •r,t.ji;y'�''➢1t F t •!r`^ ::J'j i''4`; '/�s.%. t � 1.^ra rp'. „q• .1 .4S �';a ,y.VFa.: ..a' `� ?.tt,t4�'t. .,.. R,a .1 � � '1•' r. Yrn� sib ,5�°r Jr � .c;:',st,,rt ¢. prt.::`t;':'S: ,r.�':'�t.J„r°.<t`:t'b4`A, :}:��'i�t�'ii �.�5 s.:tc+,�' �` .;.it',:xiiY'.,.1�,�eyi'�,.%�y. �t+"i•� •,a•F'�, .�SI,.:, }If. .J! ,1. � x t .r'�r .t �'? s •ry #S�t•>'.,?t'-.ta�:la ty,?, err:.=�7'�ca 's!'�p -�.*r' 'w t'+"�n a ".y&`.` '+..t:'•:?r �•��l+.t.C'?�{c.•;��•�'�e �I'4��;j. .�;,:.. ,l. r� ,t. t i,r s.t..F ..�'.M',y r .x A,r �s.'1f y;ytti�c� ?N 11 E�y 1 ,y �.`, 3;� .�, ✓{..f� ��@,3•�F4_..q�y.,)f s: ,.rt .� ..s. r E;Y. .. i .:i :t r. ',iq;t7:. .?r. c.,, : ,r Fti}' ! 4" •" •d r.?d'` Rr,F. t NR, r,�;. ,b.,Li Y.F�„ ,t Of .¢.. Y<. Yb �: ,A^,,..4�Y+7 L.ta..:it�`.}w 4+lt lr J�ii.y4� y'::��., �t�t�e,,� t t4� ,�.r�F. ;�'��`' ..l.t`�r'�n�t _�..;,t"��-<:,-•-r+.y fa v•l,,.i'+.`.'ti; ur .r�,�sr '�''''a' r$;ai�,:..' '• a�,,, s�,.�,55 �,;:c tl #�}„criycs4g'$Ntt '�Cr"„r rdws.�r.s..,�,6 x.7:7' :. It � !�nh.d3'.+��a 42$ins€X•;.�k`9E.'�.,Rt!�'.t iKr 1 +ivti;'"ne t.r^ -7rt.'., t .r'' i la-i-If-M Met >zr•��^,.t r 11 to t t Y Y�;i#pq,r fiu{ • 1 • �l�i • • • tr„ yy s • Oil Fy? • n \ is • t \ r • r. • r t, qj• • • i r r c • yr v it �i } 'r rr.` r . y ti4�.'��}�.l ,+:e .'t 1�ir"}%�t'�rt�',� h��e ,r?�#ri`�"4C�t'%r'v��5i�''4ri�.cx�•,4 #• .tr .�st .;r', ,u�.r t ,:<.. }f` � }`. , Y.. 1 n .(Ajyt G�`:r9Jt:•`5r-'i:•2:,,d..�.:'�y Iy.•5��:��ztf 3r. .4t3!# d°.. i.,�l.;�f'trt,..k'.i t sr t. ,r., i �' q Sd r r i�' t '3� }. t' '',><yr .t� `ggkr f+'w�E'��,,YY rct'AS•1,-.":�...t,,2.2r;!•':.'. „.,r;r,}¢.rr:�.,��.��r:k,�h :�rt.4s i r t r ..Y Lrs .t'3 {. �.�Y.t. .4 .V 4.rt.7..y ":',C+ }.,A'.t1$,?y•lfr-f i•.•'a^ x'2r�L Zjt, ixy 4 ')'Y'Ai aX +...a! :b Y. t 't•., '„• M +•� ,.,.rc +,. e t, „::",�r�. ...5;'i:>•<<� r;,�twt2�tt.�,.},..1.•. .�: �' 'rt. :>.c,•';t.�:'�.t.:,,t;. ,?y' �f '='e' t R "y4 'l '� 'i� iE i ,t.',.;�„ f7:s• .r .si-4 !'y, ,}'..Ar i�'�5,c}L.Y'4 kst,'j7.9t.jr �:��i:REP. .J� 4:,x1`e..�.?;}E:^.�:..;Y .J7 4;�,�r �r' .�q,..r,r..FV.! t' r' .t1' , ��.t. ';1�: , ,1': i .Fr �r 1p I i 'r,�FiI$)'w��a+.tt-d pr`f•'ir71�?�..��,��,,,tt y�tV 9?�`�"�'1'i7i"X 1 tit fr 4✓,.t , I f 4 l s. SP t,a4J}.5. 5:: 4 �.E �'�;. r I: :, 't?,rt tJ �" .ri r`�. Y-r�k;r„ .n r;;�'4�� .�i' 1•.c;�.rA`emu'y,� ix . xII ,... :y,.;,� -t fi.. ,;. ,4,.....l..��ww .�-:ty;�,::.�1,.�y,.,Ir.„,:t.'{i?y7r'.:"."�;�'4:.z(.�y ly,,.,.r••Z�'�ir�� :�(+t .;�t tF�J'r..4�Ir.�C. �I} .t. .;:t SJ. �.'. :.1 {5�' i' T �}:i r ': r:2 triS°`Wt� �^:,•� x$E'. t�':'t �..!:t`•2.��t rf`!;” ��sG`?'`Y"' g.�y!�, t;`,�`.t+•X��t•.r.�-� <ti 1r�?r�if 5�... J Jrk, {,•.. Vary�� ' t 1 2 q: 7. j F,e :t'� 'y, :..rn,rit .4,. c7,.i.,,cr,;:ft�n 1x. i+``5;�.Sfb�'{�'"�Y•Yr C•.��`� } :t�•+�=1 t! '.1+4i';c r { �r „', J>tq'.t.,i �'�' �,' '•° t�}'�4. t t t 1 � X�r.!'-l .r x r .d..n � rR Eye,c 4! ,t. �l•n.,t, }rr^1^"n�, t }�,�,/ y 1y :1,y 4.:1 .a'I�, r'.. /1.� !t ''t� h'6 'yf 1y' tF,d�' ...5, F ):, ,S�,it'.ti1.1 HI y. »14.I4. 1'E r� ,h.y ti:'yC' �..Yt(�t4f+ r,Y��y 7Y�try%�•i{t"f,'li3iY� �F,�Ic�n '�'f�,� •{ `1' I�F•y� 1. +}.s'# o.nr '•+t .rl,' 4,t. r3r �„ t �,j,yti �"a>at ,x'asl•:Pa.;�•�- `,j '�t ,.y�t `� .r' "`.j�” ,�(,, l ,1 fi t:,•'ri ""r F. <fl,`,' „ °.} ,!� ��; f�1 •+ ,.� E 7 r t.. !'� G. .�.js .,a ,t:. �,a� )!: #r .� �f( .,,j:�.'t.,:r4�:�,'t/t: • �}p .. � `U �t4 L iY R '*(:*y,' 4.J•'' H ��• �! � }�? u t°�.(,I.•yp, rt��.r Y ( , �1 \ S' St, :r Lit �'9 yfe Uv{55 t'�sf �t�'t Y,3 C ..'�•k i k t. ! t' ? i i..rr'fr`swLE i + lit . s fi,s�y " 'e lt. YrJ.�..,�•ta$r5k ,;t.�.y c5y K� r5 y � ..• . ., '' t; ,. :. ':. y 4 .i. I 1. The Contractor and the Surety.joinily and severally,bind themselves. 6. After the Owner has terminated the Contractor's right to complete the their heirs,executors.admuustrators.successors and assigns to the Owner Construction Contract.and if the Surety elects to act under Subparagraph for the performance of the Construction Contract.which is incorporated 4.1,4.2.or 4.3 above•then the responsibilities of the Surety to the Owner herein by reference. shall not be greater than those of the Contractor under the Construction r i 2. if the Contractor performs the Construction Contract.the Surety and Contract.and the responsibilities of the Owner to the Surety shall not be _ the Contractor shall have no obligation under this Bond.except to pat• greater than those of the Owner under the Construction Contract.To the q: ` ticipate in conferences as provided in Subparagraph 3.1. linut of the amount of this Bond,but subject to comnutment by the Owner # 3. If there is no Owner Default.the Surety's obligauon under this Bond °f the Balance°f the Contract Price to mitigation of costs and damages shall ani a after on the Construction Contract.the Surety is obligated without duplication 3.1. The Owner has notified the Convector and the Surety at its address for: i fi described in Paragraph 10 below, that the Owner is considering 6.1. The responsibilities of the Contractor for correction of defective . declaring a Contractor Default and h requested and attempted work and completion of the Construction Contract: at to atrarige a conference with the Contractor and the Surety to be 6.2. Additional legal• design professional and delay costs resulting held not later than fifteen days after receipt of such notice to from the Contractor's Default,and resulting from the actions or discuss methods of performing the Construction Contract.if the failure to act of the Surety under Paragraph 4:and Owner.the Contractor and the Surer a 6.3. Liquidated damages.or if no liquidated Y agree.the Contractor shall q damages arc specified in {,. ! be allowed a reasonable ume to perform the Construction Con• the Construction Contract. actual damages caused by delayed •�•; tract,but such an agreement shall not waive the Owner's right,if performance or non-performance of the Contactor. any.subsequently to declare a Contractor Default:and 7• The Surety shall not be liable to the Owner or others for obligations of 3.2. The Owner has declared a Contractor Default and formally ter- the Contractor that arc unrelated to the Contiucuon Contract,and the s11 minted the Contractor's right to complete the contract. Such Balance of the Contract Price shill not be reduced or set oft on account ,! Contisutar Default shall not be declared earlier than twenty days of any such unrelated obligations.No right of action shall accrue on this " ± after the Contractor and the Surety have received notice u pro- Bond to any person or enuty other than the Owner or its heirs,executors. ; vided in Subparagraph 3.1:and admivsst ators,or successors. 3,3. The Owner has agreed to pay the Balance of the Contract Price g• The Surety hereby waives notice of any change,including changes of to the Surety in accordance with the terms of the Construction tune,to the Construction Contract or to related subcontracts, purchase Contract or to a contractor and other obligations. {•.<er t' &contractor selected to perform the Conswction •{ •,. 9. Any proceeding.le Contract in accordance with the terns of the contract with the g gal or equitable.under this Bond may be instituter! 4th�'t.ii „ ' Owner, in any court of competent jurisdiction in the location in which the work ,R•.1,. <+: 4, When the Owner has satisfied the conditions of or part of the work is looted and shalt be r the instituted within two years alter -i ,•; , shall Paragraph 3.,the Surety Contractor DefauAt or within two years after the Contractor ceased work- shall ,•j promptly and at the Surety's expense take one of the following actions: Y ing or within two yeah after the Surety refuses or fails to perform its ti- 4.1. Amin for the Contractor,with consent of the Owner,to perform obligations under this Bond,whichever occurs first.if the provisions of this and complete the Convection Contract:or Paragraph are void or prohibited by law, the rrunimum period of ,.`:•;.,d °,,;;a , t 4,2. undertake to limitation available to sureties as a defense in the jurisdiction of the suit Perform and complete the Construction Contract shall be applicable. 4.3. Obtainorun agents ar through independent t:antra ntrw or 10. Notice to the Surety.the•0viim or the Contrartor shall be mailed or �tiated proposals from qualified r:ontrattois delivered to the address shown on the signatuM page. acceptable to the Owner for a contract for performance and cam. pletion of the Consuueutm•Contnct,arrange for a contract to be 11. When this Bond hu been furnished to comply with a sunuun or other legal requirement in the location where the construction was to be PMPared for execution by the Owner and the contractor selected }}rx- with the Owner's concurrence,to be secured with performance performed,any provision in that Bond conflicting with said vision y or a i and PaYmeru bonds executed by a qualified surer equivalent to legal requirement shall be deemed deleted hercfrom and provisions tun• . the bonds issued an the Construction Contract•and forming to such statutory or other legal requirement shall be deemed = Owner the amount of pay to the incorporated herein.The intent is that this Bond shall be construed u a r' Y f damages u described in paragraph 6 in statutory bond and not as a common law bond. excess of the Balance of the Contract Price incurred by the Owner !2 Dcfittioris. ti resulting from the Contractor's default:or tin j 4.4. Waive its right to 12.1• Balance of the Contract Price:'The total amount payable by the ; perform and complete.arrange for completion. or obtain anew cornnsmar and with reasonable Owner to the Contractor under the Construction Contract after the circumstances: promptnru under all Proper adjustments have been made,including alloww to 1. After imvesti the Contractor of any amounts received or to be received by Y' A 6ation•determine the amount for which it may be the Owner in settlement of insurance or other claims for dam• liable to the Owner and.as soon as practicable after the ammouat is determined,tender payment therefor to the Owner,or ages to which the Contractor is entitled. reduced by all valid 1 _ and z: Deny liability in whole or m par and notify the Owner erring Proper Payments made to or on behalf of the Contractor r i reasons therefor• under the Construction Contract. 3. If the Surer does not 12.2. Convection Contract:The agreement between the Owner and e / Y proceed u provided o Paragraph 4 with rearm- the Contractor identified on the signature page,including all able promptness.the Surety shag be deemed to be is default om this Bond Contract Documents and changes thereto. fifteen days after receipt of an addition!written notice from the Owner 12.3. Contractor Default:Failure of the Contractor.which has rseither m • to the Surety deenartding that the Surety perform its obligations under this been remedied nor waived,to perform or otherwise to comply Bond,and the Owner shall be entitled to enforce any remedy available to with the terns of the Convection Contract, the Owner.If the Surety proceeds as provided in Subparagraph 4.4,and 12.4. Owner Default: Failure of the Owner.which has neither been the Owner refuses the Payment tendered or the Surety has denied liability. remedied nor waived,to pay the Contractor as requited by the in whole or in to Par.without further notice the Owner shall be entitled to Construction Contract or to perform and complete or comply enforce any remedy available to the Owner. with the other terms thereof. s< ,I (FOR INFORMATION ONLY--Name, Address and Telephone) AGENT or BROKER: OWNER'S REPRESENTATIVE(Architect. Engineer or other party): P&2 '• ' �t Y•I'4I a�R�e�JT"'.�P�.S�:,t a n � ^t^,4t�7:t i Y � � �rrf L. r*+x� f 7 y t d}{ r"?ri•>�a#��•,� v�1 u4rS.�y,'��3rt4 �S•+,t� �1t�y�.�,,dd�7Y tl, t ,d' +' ^ ,r 1` � y � .;ro}Fw :•�c s l t.st5 k1 *� �fl�•i,,� ii, 1 h•s sir.+'+�;''i t i=t}{t 3- (f � , t et1 J t t e r�1f �4�� ! .1 :'ti ¢•'f 5+° ',,SX.�y�d'��4 �t;{,L�Itt let��`! '��fi,�`��?�(•,a��is t:t�'��yj :idf� .i" t t �. t 7�n.��;s�fr��y1��, �lU F •. .t ti., yr. y,�.a .�tys7 S�!•. .,t%f� ,r,ST+i, :?It. ,.{ ,,tBw '`'t. �.,'IJe"j,'}�d: .�,•�G a4f r� 5. .:��rs:,.•�>,S%`y.9§X°: •^•'4..ti.;L.C� �tyatrt.tr 't 1j t sX f ..}�j-i !i^. 1;t .� :fit" a �i+.,�.,%"�,e,�i,., g• ��r�r y t 1x t s sY' { �A,?• � � '�,!yc'#1, S, l {, �t f t. � '1's d .Y �j('x i f � i 15 s •s �'rte �+ ra'Il s`�f 2 +t 1 t C {�c t S s i J�X• y:. ,ar } fk y}i / y. {,J'Y s jrC•sYl }.'`' tt t•, .¢✓�}^ y �, t 2f-/t �ll Yl tie S 7 �F S•c •l•�:kil kFY �J tE�t r fist f t .r e f f u d rh5.<t.t7, d �r Yet) Ytti Iva 21t5i3� • �{�' ryJ � { , y- -:w t ylZl ttl4� ' � '• 2 I j .t 7 v' a. t;� S W SI s�..h(�✓; r y \i n �w __ _ mow_ __i ._� ti• .., ... ._ .:......n _._7/e. . t �.� ..�� Y, ��lP�ri t�� e �&�y v t �' t r � t sKr*}i..�.°� 'f: Y •r^ +�'t A'.� $,,�y V • �..�� i�FU ii K�( } 111 t 1 , 1 .E i iJA t F y i •d� Si{r{�.3 „44 J.c, t 4 s ,` '``.'r'ty^�+Q��}�1r�}S,{r f'7 i l',t5. ty��!�1� fdRli.�•i`� .}. ). -Y,'$ r t 1 J ..,Y �f��•*k4�r. V i , yt. y ST. PAUL FIRE AND MARINE INSURANCE COMPANY , St. Paul,Minnesota ,. ST. PAUL GUARDIAN INSURANCE COMPANY St. Paul, Minnesota ST. PAUL MERCURY INSURANCE COMPANY St. Paul,Minnesota r" `k. A Capital Stock Company fi G PERFORMANCE BOND , Conforms to AIA Document A312 Bond No. 400JG 1591 f;z Any singular reference to Contractor,Surety,Owner or other party shall be considered plural where applicable. t: ?' CONTRACTOR(Name and Address): SURETY(Name and Principal Place of Business): ' r` Michels Pipe Line Construction, Inc. St. Paul Fire & Marine Insurance Company 817 West Main Street 385 Washington Street tzj Brownsville, WI 53006 St. Paul, MN 55102 OWNER(Name and Address): Lo City of Jefferson, Missouri ' 320 East McCarty '> Jefferson City, Missouri 65101 rtv: CONSTRUCTION CONTRACT ' Date: . Amount: $2,065,000 .• Description(Name and Location): Wastewater Force Main r' Missouri River Crossing s Jefferson City, Missouri 65101 BOND 2 Date(Not earlier than Construction Contract Date): Amount: $2,065,000 Modifications to this Bond: E None O See Page 3 r: t.� t CONTRACTOR AS PRINCIPAL SURETY Company: (C t r al) Company:Y � (Corporate Seal) Michels Pip L e Co tr tion nc St. ul & M nsu an e Compare Signature: Signature: Name and Title: Patrick Michels Vice Presi e t Name and Tit ustin ishamer ") Attor ey-in-Fact (Any additional signatures appear on page 3) (FOR INFORMATION ONLY—Name,Address and Telephone) .. AGENT OR BROKER: OWNER'S REPRESENTATIVE(Architect, Engineer or other Moreney, Weible & Saps, Inc. Party): 1717. N. Naper Blvd. Naperville, IL. 60563 (708) 955•-0090 ki ,y. CONFORMS TO AIA DOCUMENT A312•PERFORMANCE BOND AND PAYMENT BOND•DECEMBER 1984 ED, A312 1 7651 Rev.6-91 Printed in U.S.A. } i it ' :f, y r'rr t�rky�.y,�'�,tr '�, t� "L� r e d 'i V1'�'�i x�',� J � , t �'� :t i <}rtr` ;Sp'�r,�(xz•.ssSt� t �' �� r7r� i I { ., AaHt`1',;i.r��l. f,;,..,�+: 1,.� r� fir,? Y " t i r d '•Y 'is i� t ti= i4 .yt k$ f 4jµ¢t/�a t'��, �� ' �� i } t G.Eftt."Yks". jar t'.'.: .} }f { 1 t� N1r .vl • \ 4�nS:.ft rt t-'�ri- i i.t! , � + r � 5i`� t�.t t'ipy {.; t > � 1 ItS f r'22 1 {'(•'.�' r^ s " tt +'x"(rit )Y j,�, ei ll.r .ti j 't� s_ ��>r ft`p` )'! r.ttl .. r It S / t r�7"• iN{1:+iri� ht' 'd I2K� r f 1J t�t {I.fr-1 �j « .tU;SeNr;,.��;9r.Jtlr`t,�ri.S ytr�w5 Pt11t 1E/d{i+1. i+,r.t.r�'j'ax•:ph'Lt ...11;{t<h';�y t S{...�Si f : ?i{y�Y•a. +.�'e.i� }j�' :f:'c. '�t'!.�' ��t'i ,x}t`AS pF � }Fl�k,i4 .e yid r.;itt��;�''Y•,,�+ A+`t�l, 1't �r.i'Y.i, t 't•ti' ''�,�1..5} rL.i•f4� 9s �rtq? Z, k;• . �, � '� + �xi;'+ tttt 1,tr. �:?;�y�. r ^iit' tf', ': itF�{..:'1, j,t�'. � ,' ,1:f7 ' ''� : ..;j'ee:. rir,, {s �� n�✓� I�sj(�'��4�} .� �4 .:�r543:. ,t�i4� 7��r1, .s� � i, y .,r .ir .. r :.�� .f�.) �i :� 9t4'T��y i�tP�R?}''-dYri�i'� 1 �,5•f",'. +?t'r57:{ti`"'�a17U'ta•t! "4i....�'}7:s, ,. t{ 7{ sr ., .tl, tF i:'.,ti C J. �� (i.tom. .,rQ$, y s;,, •v� :,;�kii.5-'",Ga n•4,:jxr�',i.,i'!'i;i!�,� .st T ,r al t` .1`. ��; 1.... 1 { `1{.rS :.4 S ,w. {.,MlF' tiCL i, *i"•0, by{"@ ,4� d`�':�.,: .,„sy'. 'friar i 'M��+.�-'°. 'eiaa. :t.�.W..: '�:t ., aiw,i+'w,eir�i ".i ?�fas45 i akt. +;+•.�..,,,.,.�:.,.,.i_. .._..w.,.�.,......,.,...,,.•..:..,.e, .'' .{s+kvaitl !%!!%t! f f t�C t x q( '9 .K •q}v �, •q. tt to t• • i6�'y��r: lui en4„tti e: wtuwoJ uotlanimo,ayl iOumO ay! pur'puog site Japun suourStigo sit uuo_pM Stains Japun JolarnuoJ DIP jo jtugoq uo,to of opuw sivawt(9d otp 1ry1 Rutpurwap rtiainS alp of iaumO atp tuoJJ 2311ou uailum Jadoid pur p!I9n Ila t(q paanpaJ 'polllluo si Jol3uiluoJ lnuoutppii un jo idpxm Jabs sAup uoaijU puog snp uo 11nujap ay) y3tym o1 sa89w9p JoJ swtnlo Jayjo Jo oauuinsui ut aq Ol pawaap aq Ilnys ,pains ayl 'ssaWdtuoid algeuosrat Jo)uawalnas ut JaumO ay)Aq panta301 aq of Jo pomaoaJ igtm q ydrRBtund ui paptnoid sr paa3OJd iou swop MainS Dill jI S slunoure tttt9 jo Jol3eiluoJ atp o1 aaunmollu gutpnlmi -Jojaiayl suosraJ 8uuta JaumO 'spew uaaq an9y smawlsnfpt+. Jadoid Ila Jatje lounuoJ aql Xjuou pur ued ut Jo iloym ut fo!l!qull (uaa Z' -' 4 uotlanusuo, ayl Japun Jo13enuoO otp of JaumO agl Sq Jo:JaumO ay)01 JOJaiatp wawAed Japuai algetted lunotu9 Idol ayJ :a3tJd 13tuluoJ ayl Jo aottrlug i'ZI ,=,s ,d 'pautwialap si lunowu atp Ja1Ju olquauaeid sr SNOI UNUSIG ZT u0os sr ' ur Jau at 101 a ec Ytrw it qOlqAi Vr``X u inns uowwo3 r su iou puu puoq laoinleis a s9 POW191103 Jo,I lunowu atp autwJalap •uou98tlsanut 101Jy 1' h;;•.y oq lluys puog sty) mip si lumm ayl, •utaiaq paleiodJoom 30311e1swn3mo ayi Japun ssouldwoJd algeuos9aJ pawaap oq lleys mawaJtnboi legal Jayio Jo ,fJolniris yitm pur Jol3riluo3 mau a uiulgo Jo 'uoilaldwoo {l ,. yans of 8uttuioju03 suotstnoid puu woJjaJoq paialop pawxDp Joj oguuuu 'alaldu= pus uuojiad 01 1y81J slt anteM yt, r;• aq Ileys wowomboi 00ol Jo kjolnluls ptus tptm 8uu31UU03 Jo:lln9jap s,JO13w1uoJ Dip puog stye ut uotstnad E�ue 'patuJOJJad aq o1 sum uopatulsuo3 woij 8uulnsai JaumO atp fq paunout a3tid 1aeiluoJ alp �. ayi aiaym ummol ayi ut luawairnb2i legal Jaylo so jo aouuleg atp jo ssaoxa ut 9 ydei8ttied to paquosap s9 ;s.• ` A oiniuis a 4)tm r(Idwo3 o1 paysiwnj uaaq se4 puog snp uogM It sa8ewup jo lunowu aqi iaumO ayi of !cad pur '13eJ1uoJ •a89d am ayl uo umoys ssDppe Dill of pap Jo paltew uotlonJlsuo a gl uo pansst spuoq ayi of l aenmba Cams a 9 s Jo)3rJluo alp Jo Jaum a 1 ',f)ain a 1 of a3uo at ►unb u t( a p oq wouiSud ue aauuuuo act "" 9 II 4 J 4 O il S 4 N Oi P J.1 9 P m3axD s u � . ,:< .- `t, •olge3ilddu a9 lluys stns alp jo uou3tpsunf yltm painoas aq of 'a3uaiin3uo3 s,Jaump ayt a ) ut asua a 9 se sauams of a e rune uotlrltwt o uad yUm pa130 as Jolammoo at puu Jaum 1 p P O Dgl�9 UOnnoaxa Joj paiudaid aq o1 law=3 u ioj a8u9JJ9 13eiiuoJ r• r wnwtww alp mel Aq paugtyoid Jo peon ai9 4dei8ured stye a{qr ;stay:; j0 suolstnoid ay)jI '1sJy sin33o JDnag3fgM 'puog sitp Japun uo!13nJ1suoJ ay1 Jo uotlaldwo3 pur a3uewiojiad JU Inumoa r io Jaum a of a uida339 siol3enu03 i`'f suou98tlgo s7! twopod of sl!uj Jo sasryai iflains otp Jagu smoA J J O l9 r oml uttptm Jo 8ui liom pasua3 Joi3rJiuoJ ail)Jalje siead oml PDlJR9nb woJj slrsodoid pa19uo8au Jo sptq ut9lgO k b utyltm JO gn9jaa Jo1otwoJ Jaiju sJeat( oml uitp!A% paimpsui Jo:sJOlounuoo aq Iluys ptra paiwol si )pom ayi jo urd Jo Niom ayi gotym ut luopuadoput y8noiyl Jo swage sU 48nW jlas1!)oenuoJ uourool alp ut uotl31psunr lumodwoo jo uno3 Am trt palnlpsu! uouonimoJ atp alaldwo3 pur uuo3Jad of a3levopun Z-t S aq Am puog sty) Japun •olquiInba Jo legal '8uipaaooid Aud 6 io aorquoa uoumrulsuoJ atp moldwoopur twojiad r.. suouu8tlgo Jayio puu siapio asuyaind'slouJluougns of'JaumO alp JO wasuo3 yn,h'JO13uJ1uo7 atp Joj 3guumv 1'y ;. palujoi 01 Jo )ouJluoJ uotlowisuoJ alt of •awu jo sa8uug3 :suollor gutmolloj ay1 jo s: :r 8utpnl3ut '0811943 ,(ue JO 3311ou sant9m ttgaiay ,Clams ogjL g Duo o3M osuadxo s,AioinS ay1 m puu ,(l1dwOJd lleys ,Chins alp •sioss000ns so sionuismitupr '£ 4dei8und Jo suoii!puo3 alp paystlus sey JaumO alp uogM Iy 'siomaaxa 'sitDy sl! Jo JaumO ay1 uuyl Jaylo 41puo Jo uosJad 'Jau no ay1 tp!m Inn=Dip jo suual alp true of puog still uo anJ3ou ll9ys 1101139 jo 14811 oN•suoue8tlgo yitm a3urpio3o9 u! 139JiuoJ uouonnsuoJ ayl twojiod pamlDJun yans Cur jo lunowu uo jjo 1as Jo paanpaJ aq 1ou Ig ys of paloalas 1013eilu03 u of io 139J1uoO uouonilsuoJ Y aatad launuoJ Dip jo amulug ayi puu `loeiwoa uotl3n.nsuoO ay)Jo Stw31 alp tptm 03UUPJ033U ut AIMS DIP 01 03U oql of palulaJun air leyl ioiormo J a41 jo suorlu8tlgo iouiwoJ a41 Jo aaurlrg ayl,fed of poaJ89 sey JDumO a4•l, £'£ Joj sJoylo Jo ioumo a4l of alquil aq iou lluys ,C1ainS ail I L puu:l £yde189JUdgnS •JOi3uiiuo,041 ut pap!noid su a3tlou panta301 aney Y42inS ayi pug M1t, Jo 0311etui0Jiaduo11 io aouutwopod pahlap Xq pasum Jol3eiwoJ atp Jaijr s,Cup Swami ump iagjLa paJel3op ' sa89ump lunlou '1Dujjuo, uou3nilsuoJ alp ut patjt30ds aq )ou lluys ilnuja(I Joi3eiwoJ y3nS •)3u1)uo3 ayi on soflum Dlu rnbt ou r Jo 'sa8ewu ai9 rnbt a1a dtuo3 of 1 8u s,JoiDunuo atp aleutttum 9 utwo P P P. l 3. P P P. 7 £'9 l 4 J 4 P [l 3 .",`• pue:y ydufiund puu llnuja4 iol3eiluoJ a po nl3Dp sell ioum0 04.1. Z'£ Japun AoinS Dip jo In w ainit9j io suotl3u ayl woij pug:1lneJaa Joi3uiiuoJ 9 aieloap : 8uulnsaJ puu 'i nu D s Jo139Jluo otp wojj gun nsDi of AC wanbas ns IALm t 13g8u s,iouA&o a 1 anI9M 1011 :,•a s1so3 Aulap pug I9uoissojoid uSisop 'fugal l9uotltppV Z19 Ilrys luawaai8u 1111 yans 1nq 'i39J1uoJ uoponnsuoJ alp :13unuoJ tuiojiad o1 awu olquuoswi u pamollu aq(Ieys Joi3umuoJ J 4 J 1 P it j P S 4 J 4 O ,.: uotl3nJlsuo a 1 o uoua dwoa puu Jom anuoa a all) 'aai8e rClain a ] pue iolo9Jluo Dill 'Jaum ' jo UOI112JJ03 Joj J013MIU0,3 alp jo sa!i!1!9!suodsaJ DILL 1•9 Dgl jI •1o9.nuoO uonanJisuoJ alp 8utuuojJad jo spoylaw Jo uoue3t do lno tm ssn3stp of a3nou yans Jo idta3aJ J2vu stCup 000yu uutp k� J I P tp pD198tlgo st�CiainS alp 1omiuOD u0i13nilsuo a 1 uo sa89we ialel lou play aq of AjaJnS atp pue Joi39JtuoJ ayi tptm t t' O 4 P Pug s)so3 jo uoijvRt)tw of ; a3. d l3tuluoa alp jo oourgig atp jo JaumO ayl,fq wawltttiuio3 a3uaiajuo3 9 DBurJis of pa)dwalle pug paisanbai s9y o1 l3afgns lnq•puog stgl jo lunow9 Dyi jo uunl atp o,l,•139t1uo, pue llnejaQ Jo139J1uoJ u 8uuel3ap 8uuaptsuo3 si JaumO uotl3nJ)suo0 ayl Japun JdumO 341 Jo asoyl ue4l J01IMS Dili wtp moloq 01 ydei89Jed 111 p2qu3sap ss3Jpp9 slt r.. iou s l9 A1ainS atp pue Jo13ri)uOj ayl paytlou sey JoumO Zia I'£ aq ItB4 Mains alp 01 JaumO alp jo sau!I!9tsuadsai ay1 pug " -io=uoO uou3tuusuo, ayl Japun JolorJluoJ atp jo osoyl uuyl J21Je OUR Il9ys puog gut° calms oq iou lleys JaumO ay)o1 :C)aunS ayi jo sop!Itq!suodsw stye Japun uoue8tlgo s,tClatnS agl'l(nejoa JaumO ou si DJatp jI £ ayl uayl 'anoge £•b J h o •Z' 'I't, 4deJ8uiedgnS Japun lot: 'I'£yd9J89JudgnS of ma jo Amn a 1 t ue Vu-nuo uou3ruisuo a )ala dwoa ut a tnoJd su saouaiD uoa ut aiedtatlied of ldona ' uo 1 S 4 J P J J 4 I P P J P g J 4 p 4 O il ! 4 P 19 4114 J041P S f:r. o1 148tJ s Jo139Jwo a 1 amutuual se Jaum a 1 Jal V 9 s! 1 Ja un uoue8t o ou ane c s Joiomnuo ue ,Hain u ` •Jaump ayi of olgalten9,(Powaj,(uu oaJojuo of papuua aq Iluys 041 ')ovatloJ uotlannsuoJ aql swiojiad JolosiwoJ ay)jI Z J0I otp omou Jaqunj moyitm •tmd ut Jo oloym u!1411!grtl -a3uai2jai,Cq tq=q palwodio3ut si gotym yotmuoJ !H. Fj patuap sey Awa nS ayi Jo pampum lu*wAud ay)sosnjai Jaumo uouorulsuoa ayl jo 23uutuJoji2d ayt toj JaumO 21 o) su8tsse dtu8eied n ut a t void sus a3oJd,UaJn a l ue siossa33ns 'sto)9ilstutw a `sio1n3a1ca •sJta na 1 'san as alp P� t+'b 4 9 S P P. Pa S y jI P P 4 4 1" -Jau a o1 a 9 All A wiw,fue 03o uo of .�1„ m0 ill 19 1 Pa j papuua aq ll9ys -way)Pul9'Ali9ianas puu tCputoC'ttlaJns 2y1 pug Jo)3eJ1uoJ aql, 1 ,,Ln t f y4 , a,� .�ri ,1 t''^•'--r-7777777-7:i7, b- t r ktq 4 $ i..irt'd 3•,r ,ttsb r,la zl ? 5}' 5��, r t j a t r t. t o x �i t r , •,�° p, 04 t� o.; , „ f, � ,:. r �� . C 4 t t�yf;,ie h•�Y �! d ' 3 �d��.�{�S 4'�'�``t�,.•"�y � f c f t'} S�r t � } � 1 t y, , , '`t7 t t 7`'rf xC t '��r? :C•. �'� � 5f"y �`?Yt'ty;,?XSZ.7�A� ; S''�,r,�J yl� 7 r .}�: F t,r=. ' � :e h� � x •5 i�:�4,t Ft! �xrh�i� ik-"?��f,'�� 1;� • �, ��"d �y'�✓q �iti� ��-¢ `�� ,t itr 1 7 ye t �. � r'� ' S{ Ff l�.J�t�',s �� 3,' ��,u� i .N{ ? � ,,rte• �#,i�sa�a, 1>� .� �'r t�}� } >✓cr� , qr: f 3..7 r`r x �qt t.,� �{. , p�•, : tiJvvF � F ,,A'+ � '.+ t. �'� ' ti) s ( r �. , rSr r h 1 t�' t � ,k'{ v �. c'';f��t�r+�i�'ar•r�Ti.;t�51l.� ', � tr ,'` f:J•, a. � s.:➢i<i t k 4. r � �} `L5r{�+ia�a:�s7?{y��• �, , 77 r � � �'tTf Ytia {.f�' r j tt iSa.,tti( � .s S � 'I,��r. i, zrx� Y e �S e ,•. i, Y :;,. 51 1,A Yi "#��•s't��}F E�r�• 1 �t! .•�ti lit t.: �:,441 . t y k t a. �J '}�. i• �r .�.7 q.`�'q^�r.t. }'. fa "'' � ('�� "I:��tt �uJ` r . ..: t 4 1:1 1 . } � �:•r 1Y. .�`.Sra Yi�'r.'S"` }�}'�'S'i't�{�'r�. 4�..� fie` iFt� s }t , d�� 1v �. ! � A�}r-...•J•i•+M.YeeMi•hw.ww,nr�hl�i1�!�(l�i .nom' ...G1M1�':_Lw .._a._. ...��.!f?`-;,5�„��.t ..�"•� t. . ,. ,�.�>.,�. "�i,c.. ,mot •.yk �.. . , fill .Cl�,.''� 'i'. :�{k;':,i•..t• 4:5y >;q t •'y t�zS .��'. k.�' � � .• 11:1 •A J% • r , WI r ik i 1111111 Will, 'Ili • t' 7.:Rs { &S ylr 'r t'.1� •{+4 S ).ri t'� aq A+t� �ts'n ri'E.; )pr ;> •r 1y1 F 1 t .Ar t t l, 7 '<^� .kSJ� ;r/5t�{�,r' G �}?�.}�r fit°' �If rs 1'�Fi � r�D to t j t 'h f' t � s ...J{�{,; rh y'�.�` ,r:♦ .1� 1, :� ,'[�t7>b'SY• t '! ei'3L'{ka'!t� .�3 f r�' t 31 7 �r ft t {J! S. � �r �1� t �.C A f y�Hy�t�7 t � 't ' }r ��. �5��j`"'}��x 4��'�c"�¢ �t�,yn.�tk Si.{'i�Y�'i f�i a�(S3'� ,.f � '.'� kJ. � �! s r i.: ? t t 'f;J.tr t��1��c`?�t'f`�7.�{��..'��rt� �+ ASS,"`•, y��"!'q�� u.rt'�} e� � Ar..i: > 'r y f1.��.. - t t ,, ?t t ,. 1 t Y 31 r�''r•i� .rr'}rl�� {'F�J� FYr ? :•.YM,.4.1 a'�pt K'1. .vk " 1• ra.r'r ` ' tts 1; ';i , ti' t) ;�'<1e ",t t'.:i£kt 1 ,�.: l$r,� S .y r r.. ..�, .. �„ v .;1 y:.v�.'1tith;gl;yt, ,.!ir *' Y�• �, , +' '� lry�yl 1tj� t't ,s rt. �,�. t� t .r y. et3 •s �L. r � 1 °l.iv�jii tsr+.lr�(��'_r"' �,u. ��iJ �,.,'Q `�� ' �r � �� '`...Y'',E ,`�!:c7%,'s�' :,hfr4 's 1 �` � : r. r4. r �. .'�: i-.:i1 i t.,J}: :k•i"}, w••�y{ ;P y�,>j:q,;:. 1 :.{ f t .,� 1 v ,3 f ei �". ' r,'`� • �'.�;}t' .��.'�rtkx��n��` ,� JY .�� k t �t i;,• r t '.r i t. Y �,„n i �r7�r !fir� a �.ah f rJ j. :�.'.3�t 1j'y �2' .a .,;'� ,qY�. y`!vi's,,tP f `s r c >?. , .. .. . . ,. .. , . .. "y .:•.d � �, r,:;c;,' G I The Contractor and the Surety.jointly and several) bind them- shall be entitled to enforce any remedy available to the Owner. Y J Y Y• selves, their heirs, executors, administrators, successors and If the Surety proceeds as provided in Subparagraph 4.4,and the ,�4' „.,., assigns to the Owner for the performance of the Construction Owner refuses the payment tendered or the Surety has denied , Contract,which is incorporated herein by reference. liability, in whole or in part, without further notice the Owner `=��?�•��3':' 2 If the Contractor performs the Construction Contract, the shall be entitled to enforce any remedy available to the Owner. Surety and the Contractor shall have no obligation under this 6 After the Owner has terminated the Contractor's right to •.: .i', ';:.'' Bond, except to participate in conferences as provided in complete the Construction Contract,and if the Surety elects to Subparagraph 3.1. act under Subparagraph 4.1, 4.2, or 4.3 above, then the Default, the Surety's obligation under this responsibilities of the Surety to the Owner shall not be greater 3 If there is no Owner Dc i than those of the Contractor under the Construction Contract, Bond shall arise after: �. 3.1 The Owner has notified the Contractor and the Surety at and the responsibilities of the Owner to the Surety shall not be its address described in Paragraph 10 below that the greater than those of the Owner under the Construction F Owner is considering declaring a Contractor Default and Contract.To the limit of the amount of this Bond,but subject to has requested and attempted to arrange a conference commitment by the Owner of the Balance of the Contract Price , with the Contractor and the Surety to.be held not later to mitigation of costs and damages on the Construction Er, l,nlnES,a.; }" Contract,the Surety is obligated without duplication for: �r{ than fifteen days after receipt of such notice to discuss ;. methods of performing the Construction Contract. If the 6.1 The responsibilities of the Contractor for correction of � Owner, the Contractor and the Surer a ree, the defective work and completion of the Construction ' l.Y.. y g Contractor shall be allowed a reasonable time to perform Contract; t the Construction Contract, but such an agreement shall 61 Additional legal, design professional and delay costs not waive the Owners right, if any, subsequently to resulting from the Contractors Default, and resulting declare a Contractor Default:and from the actions or failure to act of the Surety under t ,r y 3.2 The Owner has declared a Contractor Default and Paragraph 4;and formally terminated the Contractor's right to complete 6.3 Liquidated damages, or if no liquidated damages arear{ ,f.,tt the contract. Such Contractor Default shall not be specified in the Construction Contract, actual damages declared earlier than twenty days after the Contractor caused by delayed performance or nonperformance of and the Surety have received notice as provided in the Contractor. Subparagraph 3.1;and 7 The Surety shall not be liable to the Owner or others forxfi`ta,'¢ ;tip g rl 33 The Owner has agreed to pay the Balance of the Contract obligations of the Contractor that are unrelated to the Price to the Surety in accordance with the terms of the Construction Contract, and the Balance of the Contract Price Construction Contract or to a contractor selected to shall not be reduced or set off on account of any such unrelated yx perform the Construction Contract in accordance with obligations. No right of action shall accrue on this Bond to any ` the terms of the contract with the Owner. person or entity other than the Owner or its heirs, executors, ] administrators or successors. '� kx' ' 4 When the Owner has satisfied the conditions of Paragraph 3, the Surety shall promptly and at the Surety's expense take one 8 The Surety hereby waives notice of any change, including }'ci of the following actions: changes of time, to the Construction Contract or to related 4.1 Arrange for the Contractor,with consent of the Owner,to subcontracts,purchase orders and other obligations. a r( perform and complete the Construction Contract;or 9 Any proceeding, legal or equitable, under this Bond may be 1. 4.2 Undertake to perform and complete the Construction instituted in any court of competent jurisdiction in the location Contract itself,through its agents or through independent in which the work or part of the worts is located and shalt be ;• contractors;or instituted within two years after Contractor Default or within 43 Obtain bids or negotiated proposals from qualified two years after the Contractor ceased working or within two contractors acceptable to the Owner for a contract for years after the Surety refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of performance and completion of the Construction this Paragraph are void or prohibited by law, the minimum ' Contract, arrange for a contract to be prepared for execution by the Owner and the contractor selected with period of limitation available to sureties as a defense in the s the Owner's concurrence, to be secured with jurisdiction of the suit shall be applicable. .4 performance and payment bonds executed by a qualified 10 Notice to the Surety, the Owner or the Contractor shall be surety equivalent to the bonds issued on the Construction mailed or delivered to the address shown on the signature page. s' Contract,and pay to the Owner the amount of damages 11 When this Bond has been furnished to comply with a statutory ' as described in Paragraph 6 in excess of the Balance of or other legal requirement in the location where the the Contract Price incurred by the Owner resulting from construction was to be performed, any provision in this Bond the Contractor's default;or conflicting with said statutory or legal requirement shall be 4.4 Waive its right to perform and complete, arrange for deemed deleted herefrom and provisions conforming to such completion, or obtain a new contractor and with statutory or other legal requirement shall be deemed reasonable promptness under the circumstances: incorporated herein. The intent is that this Bond shall be .1 After investigation. determine the amount for construed as a statutory bond and not as a common law bond. which it may be liable to the Owner arid,as soon 12 DEnIIrfI1'IONS as practicable after the amount is determined, k,. p 12.1 Balance of the Contract Price:The total amount payable tender payment therefor to the Owner,or by the Owner to the Contractor tinder the Construction .2 Deny liability in whole or in part and notify the Contract after all proper adjustments have been made, .x,:. Owner citing reasons therefor. including allowance to the Contractor of any amounts 5 If the Surety does not proceed as provided in Paragraph 4 with received or to be received by the Owner in settlement of reasonable promptness, the Surety shall be deemed to be in insurance or other claims for damages to which the default on this Bond fifteen days after receipt of an additional Contractor is entitled, reduced by all valid and proper written notice from the Owner to the Surety demanding that the payments made to or on behalf of the Contractor under ,F€4 Surety perform its obligations under this Bond, and the Owner the Construction Contract. LLB""i �.r' r `�. • if C'>' M I.LT!- !3 ! ty ..: f �` f .r 1 7=717-7-7 q r s i��f�ti .�ft��i,,,•k��yw �1.;47k..�.tC}r'�l S) C. v a r, `"•/ r t r % .l .i,1 ri .4rr �t V Ssy7 atj 15 ! .. �!'� i'�'�s�,�;fF'�'1"rx�Ss<t ��•� �4r4. e� {+� r � � , t r ` � r i 1 t a i,ly ��'�� xf� �l �h �h;I3'•YiG p A,� !d �'��r7 c a i i � y .Sr ° '�_�? c a �,rr• t ' �.tl a F }a x; ��r0``••�}t.� ! dy` u rm;N 0�� ay� •J'S<'P? ti,.i 1 +, r +S� i i x ,d , i„ y ,{r d q-p !' t . it, Y Y 111 S tl. , •+!'.ty. r I Fl ! s..�+yr� t�.( Ss �: : } � !f t:� ,! t t+s r y �'—� of i• � .rtr.41 p., 4=v.fy�'tlf �l�Jr1 '��`l�r` e�. r�r :r� r� t� lli � !i � i(�� yrl y�t i!{✓�. ice,-r'i,.�;lYV�.Y�.�l��•�i�yt-. "-♦ 11 t i r;•. r s!rt<�'�r f '�' x. .f ,t �y .�. ':� ! , .� ! rr ,S S, itP„ .,,f y� v r�.n C 1 '8'+:"'?. �'; l;fq,. .s d+ �,.. 4, F. t.r r i t ;,,1 d ti,v,'•°.7c�`irr lx,,.,+ ! yk 4.0 I hr_�i+1'f..i�V P CF t r�',r r} •n !. rr r r 7• � ,!`.7,6 f..��j ,t'S. ,li ai,«`.�x`�;'�y r` r��' Ia x - t`ti �l�.r..'f r � ,,r i r t t,, t.r.. t.. C'r !^f3'�x 1S ,r� r,*'�.r/:a,t'M' ti Pro+ {r ,fit' !7 iFr.lRtwM•»'<y' Iaw•KxYw.l tk :M YtY}.}J+ �'E jt�tj kr.ii4i r �r.`J�fY tt n� t4t,, J r r'J4 yyi + �r •fr g �. r f v .1;3},t+ r, :.f}t. t�.?�'.��t��`a!;� }J=tr ,J�/ :f a. •y.�3f, �,FS,„',J";.+:ti"Ci�^t '` v' '�',' Y.'. .'Y-C� Y �. 3:., i4�1� NR i ''i, .�j.J .�w. =t a .,t;x y}d; L' .FM sE..t4z,,��yye. r� 'f"Y':t �.3 tw . '4 ;s�',� •'° $y, }+.t7°C'., .,;targi,�ct. liti >, .w7 zyt 1';t. 't,a,1 ,y; r<t.$S°� 6�',.�"�'.�,?y`sf,!y, l;��}•. �tim”„.rsx,S�CXh;i��Cx:•k-C�{r.�l� Rf.�*L•i*•�1�.' .t5 LJ• ;�M}��4s: us�1,q''�trrfvt:�r'€��+<>:s�.s�'7,r.�::t �, Jt) »n t•1 it Y. .j • 1 1 1 � • �5 1 l ♦1 / i 1 1 � t • • t • i 1.• 1 1 1 • 1 1 1 1 1 • • / ' 1 1 • 1 1 I I I • •1 t / 1 I apt,, 1 1 1 I • 1 /' 1 f 1 • 1 • • • 1 .ttt i y51. it t ti k� h' 1'{ 1 Y. t:6 •11 1/ 'r Std he 1 ) t .c tt. it .ta J yj 3. r"^1 1.s,:��;$;l',ti;!�ti,1 tRte S '�” a•`-,(rs. [ y 1 1 t + `f t•'S>,t t..i:}t r� .S t:..t�syJ,�.I7`�,+!•,: r.Y r.a.t.,.,'.t:.t('':}dn..i'*r•yr:dr'•c f.w:P ai;,y t J t•T�r 7.•a.?r,t:".ExY�h<'�:'c?5r.d;,r i rSyy4e`'t�7,�.tcli=fi.;},',x�t.•.}'�L Lt/#ksu r.+'atd..:l1,:...y°`r.,FFt3¢YS�'" f•i,�t',F'•4'.'°.'i'w•Sv`•:,�''';•,y^{l5�.1,r;s�2'f,3u.�°t'r•"n}'..nr,rii�F.`'".t`:1 K.':+1 rr,"tS,.'. fai i� .ru�na,.��t�1r'-i1.w fi i°,fr7'ii.e'°y'•na5 9,,i r,trl{y Jf}:i`e,J+'i-'L".f'.,C��r:t.,'} yr;jt�}-��`�`f•",`a i'7`r i•�'-y�>0°�rJ;IeY,Y.t l�l!�.f rm:itr,it i'�+»k'7l•t.;s' .r . .. , 3,":.i'�i%/d) ,Jy.7,"ir�k .�4 ;t)in}.2•Y;�)�t } }fi: �r t' ,a J J' .t: .��T tt. '.•6L�,' jt74,'f{ Y4'l� ,t�{IZ•,.M�,]��."t�tt<V,*.�1.lP A.�w�rl�J r�'�.l i.t7 lv �.V. f i.t7 4 i V ' t 4 \:, � 6 t., •t') ji'$4 q.tfd err^Sf�iri�i?C t .;tAt !�t•M.?C'; ;t. �'S.l. sr p t , id�M1!M �7;7,'yy v !' t� t ,�� t r ;,t, ,J, i,�•��1� :� �; i•.;:r I,a'Y� •'r �. ,.r-1{ t } � l •'r �,. i "a,.r Sysl d>'^�7t wr){la:a�:>t/y�I, .1,R3 'Y;7'.,''-1:��:, ;v;i�r`"'�f'F.S�.^. ..e ,•ft, ejrvr by l.}i11'}r,.,;(,d"r,.i.ii ( � r ..�. r a n ty. Y t 4+ .x ;1,+�, ..1 t 4'. ;F• 1 t..,:v b i. i, f;. d trPt,..4K;;d nh. r?t}r�•Q`,rsf.�!x'r;e,'.t'�:r i?`.2�kt, .�;�' �•;_A ,alt e.�r:�� :al'.S.,i r�: � •i� ',� ,b,x J '+ .i., a.. ti.r:f.. t•'Y.,t;,i,,•%� "A .{=yt.. _V v�, �„`Fd�.r4= 1 F -t U�a.,,D",'4`i �v iµv 'a'S{.(q"y t'•.• ,M:' i�A •.1 . d �: y •r.:t; ,�>. •d, tij�if'y. W Al � �r,�5{�.. tWl, d}.q Y•. ,'i�'r`dt'i�,.s�. ,� �d� +fry'-'i�71�f i�i}.. _,y•I�;.f t },' > `�. €ii 7t., ;�k ;r s•.•v., ' a, St. •:fi 1. k}:" ,Sch t .f f;• t —�`,_;,; r r a;• t 4'i{ ' t. r � ja ,?'.4r tS1� KTs.1'w'.' t: ''�'S�s`• tdfi,,,cl'xt.^t'yYYyyy�. t;c 7��.�i'�'t 3,'�i•�y1,` .�`Ji; qf{ .,his -.,t: ;r� r� �,,. rn .� 4 ..4) / I .114 1• b�;e � Ipt 4uiG�fr a.F I�.1 i € YAuM 1 tv'Kti � 4t ,{7••j, r ,i `IIL �(��: ��+,y.a 1 9 i� .yf3 .t" t i a .i F,st��r�vtaj t{ t ;rnr�F,qS,, ;?!�.#€'.}t �. 1.a t �i 3fs� �»•�t1',li t{��,$.,};. 4'',F1t'•i+ '*• t. 'ft 1, r''sr ��Y.»v��S,•15..»,'S1 d � �',,. `-tl�i,. `t• i is t•ty• }','�''r3-/n `t+:.t:` at rt t ,i�)1 y: !�r v rl tr^^.i't..ny q�'`rfs+a1• e.1 ..i�.'.�¢ '�'� •"'r'�•„i�{•;��' cal �'� ,�aty i >nf�'Yi'.t;L ;rf'fu.it 1�`. z,'. 1 � (�.rJ;r,: •rlt v�q ` .t Y�:"Fi 1,�Y! }}•,E;%.'h•..�+`�Y.Q�,Sy s;ttt�fwt•• {5t;�t^t:.±{; .i�.eq }..•'h�4 ;1'r�d $�•i:§. •a}�1��y.�1j,:Y '.t•"�,r�'ffii; �1irv�t';; (d{Y} r.. ti: :s, i. �r�y. 1,1 F �`rYtr,',� � 3 1. � 7ty*1 ?fr�i'�f��i�''` r.;d� 1 6�rr''�td�'i{��"1+�� 5? 4d��f�2' lt::rtti is:t'Y4N t i.�}�,•�,4F fYt .t,,*y ��,.rtS± �y�.;4, ts`�c�,}.F'�'r`r{�i .� t1 x'fl ,�ti t�� 1 � :i,, 1;'i1e' Glrrl 1• _ �f.4 �i'"' �I'd�t Se, �t'.� tY,. ..i 1 •! ) . . tt {. .s�R--r'—:,. :, .T--.-..w�,+.��{ T'�t. .�t+'hq �k R' }'i'k4rxve't�,i.�l',�,e.�.y i74�:m�t9�*'��"�` '�»t'��" �,.�.� ssa�"t"ty�+'t,�`_•.�'i'� Construction Payment Bond Any singular reference to Contractor,Surety, Owner or other party shall be considered plural where applicable. CONTRACTOR(Name and Address): SURETY(Name and Principal Place of Business): Michels Pipe Line Construction, Inc. 817 West Main Street Brownsville, WI 53006 OWNER(Name and Address): City of Jefferson, Missouri 320 East McCarty Jefferson City, Missouri 65101 CONSTRUCTION CONTRACT Date: Amount: $2,065,000 ` Description(Name and Location): Wastewater Force Main Missouri River Crossing Jefferson City, Missouri '65101 BOND Date(Not earlier than Construction Contract Date): Amount: Modifications to this Bond Form: CONTRACTOR AS PRINCIPAL SURETY Company: (Corp. Seal) Company: (Corp. Seal) Signature: Signature:: Name and Title: Name and Title: CONTRACTOR AS PRINCIPAL SURETY Company: (Corp. Seal) Company: (Corp.Seal) Signature: Signature: Name and Title: Name and Title: nr FJCDC No. 1910.28E(1991 Edidon) Prepared through the joint efforts of the Surety Association of America.Enpneers,Joint Conum Documents Committee.The Associated General Contractors of America.American Institute of Architects,America Subcontractors Association,and the Associued Specisky Contractors. LUB-I + i s z t ; .� � °fP{� t e�°�•. V4,slr �c� £{M� z t \ ,A s .tF, y , _ f p r, y, I. The Contractor and the Surety,jointly and severally,bind themselves, and to satisfy claims,if any.under any Construction Performance Bond, their heirs.executors,administrators.successors and assigns to the Owner By the Contractor furnishing and the Owner accepting this Bond,they to pav for labor.materials and equipment furnished for use in the perfor- agree that all funds Gamed by the Contractor in the performance of the manee of the Construction Contract. which is incorporated herein by Construction Contract are dedicated to satisfy obligations of the C !. reference. tractor and the Surety under this Bond. subject to the Owner's pno r r 2. With respect to the Owner,this obligation shall be null and void if the to use the funds for the completion of the work. re �. Contractor: 9, The Surety shall not be liable to the Owner.Claimants or others for =i �.P 2.1. Promptly makes payment,directly or indirectly,for all sums due obligations of the Contractor that are unrelated to the Construction Con. Claimants.and tract.The Owner shall not be liable for payment of anv costs or expenses '.?. :.2. Defends,indemnifies and holds harmless the Owner from all claims. of any Claimant under this Bond. and shall have under this Bond no demands, liens or suits by any person or entity who furnished obligations to make payments to.give notices on behalf of.or otherwise labor,materials or equipment for use in:he performance of the have obligations to Claimants under this Bond. , Construction Contract,provided the Owner has promptly notified $ k' 10. The Surety hereby waives notice of any change,including changes of the Contractor and the Surety lot the address described in Para- time.to the Construction Contact or to related subcontracts.purchase graph 12) of any claims. demands, liens or suits and tendered orders and other obligations. ! defense of such claims.demands,liens or suits to the Contractor and the Surety.and provided there ir:no Owner Default. 11. No suit or action shall be commenced by a Claimant under this Bond s other than in a coup of competent jurisdiction in the location in which the ��a 3. With respect to Claimants.this obligation shall be null and void if the work or pan of the work is located or after the expiration of one year Contractor promptly makes payment,directly or indirectly.for all sums from the date 11) on which the Claimant gave the notice required by ., due. Subparagraph 4.1 or Clause 4.2(iii). or(2) on which the last labor or '> 4. The Surety shall have no obligation to Claimants under this Bond until: service was performed by anyone or the last materials or equipment were 4.1. Claimants who are employed by or have a direct contract with furnished by anyone under the Constriction Contract.whichever of(I I the Contractor have given notice to the Surety hat the address or(2)first occurs.If the provisions of this Paragraph are void or prohibited '$ described in Paragraph 12)and sent a co y period of limitation available to sureties as a defense ' grip py,or notice thereof,to b law,the minimum o the Owner. stating that a claim is being made under this Bond in the jurisdiction of the suit shall be applicable. and,with substantial accuracy,the amount of the claim. , 3, I r 4.2. Claimants who do not have a direct contract with the Contractor: 1_. Notice to the Surety,the Owner or the Contractor shall be mailed or ` .in' i delivered to the address shown on the signature page. Actual receipt of : it 1. Have furnished written notice to the Contractor and sent a notice by Surety.the Owner or the Contractor.however accomplished. r copy, or notice thereof, to the Owner. within 90 days after shall be sufficient compliance as of the date received at the address shown i{ {t?fit•,;� �'�`' t having last performed labor or last furnished materials orequip merit included in the claim stating.with substantial accuracy, on the si gnature page. 13. When this Bond has been furnished to comply with a statute or k„ c^. ? the amount of the claim and the name of the party to whom p y ry .yv other legal requirement in the location where the construction was to be the materials were furnished or supplied or for whom the labor was done or performed:and performed,any provision in this Bond conflicting with said statutory or legal requirement shall be deemed deleted herefrom and provisions con. '+ 2. Have either received a rejection in whole or in pan from the p s #: forming to such statutory or other legal requirement shall be deemediYt' ; I; Contractor.or not received within 30 days of furnishing the It' above notice any communication from the Contractor b which incorporated herein.The intent is.that this Bond shall be construed as a � Y ....r the Contractor has indicated the claim will be statutory band and not as a common law bond. t,- paid directly or indirectly:and 14. Upon request by any person or entity appearing to be a potential7,' 3. Not having been paid within the above 30 days,have sent a beneficiary of this Bond.the Contractor shall promptly furnish a copy of written notice to the Surety(at the address described in Para. this Bond or shall permit a copy to be made. gmph 12)and sent a copy,or notice thereof. to the Owner, 15. DEFINITIONS d stating that a claim is being made under this Bond and enclosing 13.1. Claimant:An individual or entity having a direct contract wit" , a copy of the previous written notice furnished to the Con- the Contractor or with a subcontractor of the Contractor to tractor• furnish labor.materials or equipment for use in the performance S. If a notice required by Paragraph 4 is given by the Owner to the of the Contract.The intent of this Bond shall be to include without Contractor or to the Surety.that is sufficient compliance. limitation in the terms"labor,materials or equipment"that pan 6. When the Claimant has satisfied the conditions of Paragraph 4, the of water•gas,power,light.heat.oil,gasoline.telephone service Surety shall promptly and at the Surety's expense take the following or rental equipment used in the Construction Contract,architec- 'i actions: tural and engineering services required for performance of the ') 6.1. Send an answer to the Claimant,with a copy to the Owner.within work of the Contractor and the Contractor's subcontractors,and iN• 43 days after receipt of the claim, stating the amounts that are all other items for which a mechanic's lien may be asserted in undisputed and the basis for challenging any amounts that arc the jurisdiction where the labor. materials or equipment were disputed. furnished. 6.2• Pay or arrange for payment of any undisputed amounts. 15.2. Construction Contract:The agreement between the Owner and 7. The Surety's total obligation shall not exceed the amount of this Band. the Contactor identified on the signature page, including all and the amount of this Bond shall be credited for an Contract Documents and f the O thereto. y payments made in 13.3. Owner Default: Failure of the Owner. which has neither been good faith by the Surety. remedied nor waived.to required 8. Amounts owed by the Owner to the Contractor under the Construction Construction Contract or to perform[nd compete o omply Contract shall be used for the performance of the Construcuon Contract with the other terms thereof. I d 4 k + ,U ° (FOR INFORMATION ONLY—Name.Address and Telephone) AGENT or BROILER: OWNER'S REPRESENTATIVE (Architect, Engineer or other party): i I �I k LMB-2 I I� u. 1 i k h4yy.�tit J: J ')1;7'T.. C c r f t � �.W. G{k 1i t Gib Sr i l M::a;' 3 y' v r .}. $ ..)i1 J r ajtT r{ #�y�i`1(t'tk i "''l �•�, .. ". 'L} r r G G !. , � , ✓.f )H� 1 F`1 ��r 1 q �.r3� $; '1 ,Mr i51!`.'F a �;, .'1 ..�ii..•�T`t-��r,',��'�t �is�K+�T G ft'� i, /� r ;.ra��r s �� k� !' r .>`' r � rr�,�I�r'l'�'.�`7�A'':' � ;i1 ,}i •f�'T�'. +' ire`; LK'`i3t '- p{ t' 1 5� r �}}:• V 1 , )\ r :� ,� , %1 im r' i°l� i� �'�i.r tiyP> A4't.Art9..'{J'{II ty ♦ 'f .f�. ro+ ( I y1: t � ! �ri x{l: r � i Y � .r" �. F'`t, I .)) ��t mil'iw f. ,�t 1� . �l �t!��,1{Y'�(,�.�..� M 4j��y �r. f;l�r��l✓,i.��f r;. .� l. t� �t yr: r(Y ` �a..v:S# YL �'�Fk tly�`�y,y �(•tt�, r ti . { t r -N al— ST. PAUL. FIRE AND MARINE INSURANCE CSTMPANY rz St. Paul, Minnesota ST. PAUL GUARDIAN INSURANCE COMPANY t.; St.Paul, Minnesota ST. PAUL MERCURY INSURANCE COMPANY a� Yt,.. St. Paul,Minnesota A Capital Stock Company PAYMENT BOND Conforms to AIA Document A312 400JG 1591 Bond No. "< Any singular reference to Contractor, Surety,Owner or other party shall be considered plural where applicable. " CONTRACTOR(Name and Address): SURETY (Name and Principal Place of Business): .;, Michels Pipe Line Construction, Inc. St. Paul Fire & Marine Insurance Company -a 385 Washington Street .ir`. 817 West Main Street g St. Paul MN 55102 ',." ` Brownsville, WI 53006 � OWNER(Name and Address): ?�t� �,;j',,,�,. i,t i`�w'J i:D City of Jefferson, Missouri ,f( .�'•.�Yr R� 1' 320 East McCarty ..Y Jefferson City, Missouri 65101 ' CONSTRUCTION CONTRACT ;y Date: Amount: $2,065,000. t, Description(Name and Location): Wastewater Force Main Missouri River Crossing 1 BOND Jefferson City, Missouri 65101 Date(Not earlier than Construction Contract Date): Amount: $2,065,000. {` :f Modifications to this Bond: X1 None ❑ See Page 6 0 ,a fib. CONTRACTOR AS PRINCIPAL SURETY f'•. ,,4. Co orate Seal) Company: (Corporate Seal) Company: rP 'tcr Michels Pipe L e C n ction, Inc. St. P Fi ar ce Co pany it'; •r� Si g nature: Signature: P Name and Title: Patrick Michels Vice President Name and Tit e: Jus in amen orney—in—Fact (Any additional signatures appear on page 6) < 's (FOR INFORMATION ONLY—Name,Address and Telephone) A0ENT OR BROKER: OWNER'S REPRESENTATIVE(Architect, Engineer or other Morency, Weible & Sapa, Inc. Ply) 17 J., N. Naper Blvd. P' Naperville, IL. 60563 (708) 955-0090 CONFORMS TO AIA DOCUMENT A312•PERF=ORMANCE BOND AND PAYMENT BOND•DECEMBER 1984 ED. A312 4 7651 Rev.6.91 Printed in U.S.A. `.�{•y tf x i,}1tx�'^•t j t},}} .t ,t. 1 c it S'{'t.�sY�*��S�Svrv"r1 .ht• i} }{ +,r t• x 1¢` yi4+ ''4' t'y. 1 i{` + 1 ` �.'r' ` .r I!C 1 F Y� t `,` t .d}e# a �.S! y p.tt'f .� t N �f ��*)/�t'•��A�i� i.� 4�t�t{i��'� stq!}Lf Cs,i�\sjjJ '�..�1� tt ( i t .� :��-2`��j�' � �sv+`l � e � '1'.cl'f ra"""uy�n r f7 +i•t YU 9,�.Y't trj .i �y(ij;. Y�1 ?I d do 7 � t��,xJ u Y .l 4.r�t� � ��}+}'}} 7 � !7T?,-,��`�s H k{��h fx�. `+f .y as+}) t 1'qt s x d: 3t`z7 � R: ;n tt•"tV'i't� r tt4z``�t. h r t,�li�Y"• $ �? \1 �' .s.. i� y x, + �,r'...1»Y+ >t � {�qr�.�<,:t.t-� .,: � x �• yq, �(' � ! � Y4 �t I J J }3 _�F' fa a�". i��}¢ tt(s�r5 �.,,a r+}.� Yt :5 tsly 6'^• ,, "' �"• °g� �.`a'�',.t� s,rt tin� �}'kl)fF+i1: ({}'� , K. i. 3�r�� y ST$1 S3�w "I'll" •S,f1r}iy,�v;�H, Sv�.ip�"iy,�"• ;`ii:1'!k't t, t,= '.,;�,.�rL.��•,y�l+�•. i` �a f,Y'F 'L .�Yr � ,s�"��r ;�;Jf� 7vtti +$ � t4�i�ic 4� ;s�, 5�t',F f,5!C�`�'p 1;'.�r".j�si �'L ` y;.t�4}• �., -a 3vr Sy n#�.� �1 .1. 2n Y P. .1.r }nc s t atixn. t i 4 iG ,�,•., J M� i' x S. r r,s tip ,'AZ'! •i xCf. ,.-c+'�+ � i. �. , t yr st 4 tfc a 3 :e J�rR t rJ r r i .� 'Za' r G d,;'SLz 7Y n�'. e�� ++ •,'?,r . �r.-: : �.�. it ca ,. /t i SY�` ��x.� �:f7 f rs t7i�7�4 stj9�� 4 k� x rry it .VY+ i4.M t•h p, .74'.. J , .. ., .. .. `� t t f h }j ��:� y t "i �.i:. `." ,. �� :P 4 � .,r'S�r. l�ifM"�cs, �q;�;.i�'•i'g+y, � "p 2 )' aw.�..a...r ,«n>Nxd6d�`4'riM.i}dt1Z�!•159,NY'}4'P�� C�: s+,. .•I 1, '„ (' +�� . The Contractor and the Surety,jointly and severally, bind Construction Contract and to satisfy claims, if arty, under an t4„ themselves, their heirs, executors, administrators, successors Construction Performance Bond. By the Contractor furnishing kt and assigns to the Owner to pay for labor, materials and g and the Owner accepting this Band, they agree that ail funds equipment furnished for use in the performance of the earned by the Contractor in the performance of the Construction _• Construction Contract, which is incorporated herein by Contract are dedicated to satisfy obligations of the Contractor reference. and the Surety under this Bond subject to the Owner's priority ' 2 With respect to the Owner,this obligation shall be null and void to use the funds for the the work. ` e completion o if the Contractor; 9 The Surety shall not be liable to the Owner,Claimants or others 2.1 Promptly makes payment, directly or indirectly, for all for obligations of the Contractor that arc unrelated to the sums due Claimants,and Construction Contract. The Owner shall not be liable for 2,2 Defends,indemnifies and holds harmless the Owner from payment of any costs or expenses of any Claimant under this claims, demands, liens or suits by any person or entity Bond, and shall have under this Bond no obligations to make whose claim,demand, lien or suit is for the payment for payments to, give notices on behalf of, or otherwise have labor, materials or equipment furnished for use in the obligations to Claimants under this Bond. ;„6•" h .. performance of the Construction Contract, provided the 10 The Surety hereby waives notice of any change, includin y"t}1 Owner has promptly notified the Contractor and the changes of time, to the Construction Contract or to related ¢4 j {" Surer y (at the address described in Paragraph 12) of any subcontracts,purchase orders and other obligations, J,k ,... claims, demands, liens or suits and tendered defense of 11 No suit or action shall be commenced by a Claimant under this } z: such claims,demands,liens or suits to the Contractor and Bond other than in a court of competent jurisdiction in the `¢''K r r' the Surety,and provided there is no Owner Default. location in which the work or par of the work is located or after rl� 3 With respect to Claimants,this obligation shall be null and void the expiration of one year from the date (1) on which the #< ? , i ? if the Contractor promptly makes payment, directly or Claimant gave the notice required by Subparagraph 4.1 or �ty indirectly,for all sums due. ,. Clause 4.2.3, or (2) on which the last labor orservice was z. „ 4 The Surety shall have no obligation to Claimants under this perforated by anyone or the last materials or equipment were o'q-K, ! .i,: , Bond until.• ;x furnished by anyone under the Construction Contract, ; "I 4.1 Claimants who are employed by or have a direct contract Whichever of(1) or (2) first occurs. If the provisions of this Paragraph are void or prohibited b <' with the Contractor have given notice to the Surety (at )'law,the minimum period of the address described in Paragraph 12) and sent a copy, limitation available to sureties as a defense in the jurisdiction of ?'r" or notice thereof, to the Owner, stating that a claim is the suit shall be applicable. '1 12 Notice to the Surer being made under this Bond and, with substantial y, the Owner or the Contractor shall be accuracy,the amount of the claim, mailed or delivered to the address shown on the signature page. k°5 Actual receipt of notice by Surer p g 4.2 Claimants who do not have a direct contract with the y,the Owner or the Contractor, Contractor: however accomplished,shall be sufficient compliance as of the •�-�'+�;�^�a rf ,yt7 •J .l Have furnished written notice to the Contractor date received at the address shown on the signature page. and sent a copy, or notice thereof, to the Owner, 13 When this Bond has been furnished to comply with a statutory within 90 days after having last performed labor or or other legal requirement in the location where the construction a '+ last furnished materials or equipment included in was to be performed, any provision in this Bond conflicting the claim stating, with substantial accuracy, the with said statutory or legal requirement shall be deemed deleted x herefrom and provisions conforming amount of the claim and the name of the party to p g to such statutory or other whom the materials were furnished or supplied or legal requirement shall be deemed incorporated herein. The for whom the labor was done or performed;and intent is that this Bond shall be construed as a statutory bond I; .2 Have either received a rejection in whole or in part and not as a common law bond. from the Contractor, or not received within 30 14 Upon request by any person or entity appearing to be a potential r; days of furnishing the above notice any beneficiary of this Bond,the Contractor shall promptly furnish a communication from the Contractor by which the copy of this Bond or shall permit a copy to be made. Contractor has indicated the claim will be paid 15 DEFINITIONS directly or indirectly;and 15.1 Claimant:An individual or entity having a direct contract 3 Not having been paid within the above 30 days, with the Contractor or with a subcontractor of the fr have sent a written notice to the Surety (at the Contractor to furnish labor, materials or equipment for address described in Paragraph 12) and sent a use in the performance of the Contract.The intent of this copy,or notice thereof,to the Owner,stating that a Bond shall be to include without limitation in the terms claim is being made under this Bond and enclosing "labor, materials or equipment" that part of water, gas, a copy tr the previous written notice furnished to power, light, heat, oil, gasoline, telephone service or the Contractor. � rental equipment used in the Construction Contract, >, :1 If a notice required by Paragraph 4 is given by the Owner to the architectural and engineering services required for Contractor or to the Surety,that is sufficient compliance.P performance of the work of the Contractor and the 6 When the Claimant has satisfied the conditions of Paragraph 4, Contractor's subcontractors,and all other items for which the Surety shall promptly and at the Surety's expense take the a mechanic's lien may be asserted in the jurisdiction following actions: where the labor,materials or equipment were furnished. 6.1 Send an answer to the Claimant, with a copy to the 15.2 Construction Contract: The agreement between the Owner, within 45 days after receipt of the claim, stating Owner and the Contractor identified on the signature the amounts that are undisputed and the basis for page, including all Contract Documents and changes ' E challenging any amounts that are disputed. thereto. a' 6.2 Pay or arrange for payment of any undisputed amounts. 153 Owner Default: Failure of the Owner, which has neither ?' 7 The Surety's total obligation shall not exceed the amount of this been remedied nor waived, to pay the Contractor as Bond, and the amount of this Bond shall be credited for any required by the Construction Contract or to perform and Payments made in good faith by the Surety. complete or comply with the other terms thereof, ` 8 Amounts owed by the Owner to the Contractor under the Construction Contract shall be used 'he performance of the { 9 S s3' 'r 7........ f' 1 1�.7 !'�{ �} t't� 4 �tR �i: 1�!�n •i'Artt Y { f .,;� .. .S } c \+L t�'>: ['J t 4,.. x. � °a�! '''' Y'+' ! ?'Dr 5. y v ;4 le f• 4 t t! S i+� , w . �"j r aar, of y�. � e 5 4 ,r' ., r ♦ �. 7 }!� t J t, /Y r ,} fi f ! '4, J.r t�r ' fFe>,�!`�>'t•"hYt i?�ik r!. �,+Vt tFj t7 i .� � i£ z , �� , < J `tt r + r "S.�Yt rl. :asry ws�:Y,.:"��f.�°"jat��c u�f�y��.�i�}�k.lh'l+;t��4•f 1: i�'rf,�.{) c ,I lift. d! �i�.y1 ` .t+r}' f�L \��`��f tr 1 �� t�fi itJ'�� i.� . 4 I 7f,fti rt'Ltitl �{sY t f� {' J 4 , .'t ... ' �t e ' r �5 l�•• r r � t;r�.�s t s t �...41.{.. j .:4 *. �: 'C, ilts,., �`� v".�,�.. s,it t M�'`�s �Yy-,bi. `tY. T^,i 4w. t,.,`` ., t[, 5r-tt�• .r i 1\ p, r.. t r 7,. t +�.;., .r. � � ,.�`, .. r ,r�ry aa,ru� F'k7 r ,� �,, �� tb i�...? ,,+��'yy ,;�J':.;J,',.t��z•.wrs;,,.r't,>;:�,�4+� cr i ,�0 .7 ;F ,,, .!'j:� I'`1'� 'f �:�,.�. t ti'i� �.{.", _I rst s`i'{:,"� .t''ffi..,5..+f a..ve, s.'ry1 } � .C';,,t{ ;f.w;l.•, 3 �� ,t� t t 7 1, .•i-:,+,f;i i t. 1, c..p�rbn,{,'�`.,, .:wc,�. _ r� u:;'w ,t�, lk .r s � ,1. Ya+:'F7"{ at ivt'�r.;;,i'ip�'.`: `�". 3 .5�, .¢: I.t. }:t ..Y,.il stY .t,r �i' •1',s,n .F h4�i, ,�, ?� `r •","t•' ..A'LP... .:t�.,•j, ' ! I t',„C,r, fti�' :,1: ',�'�,x d �.. it:.+6�r r xF js;. .'�>` t'x�l..d�SZ�. E4'-.�.,j s ;.,r�'�. { •v. J,if 16 rt ! !. l�`� kl: t`��v:..,i.� 1 .,��t:t„rt,.i ;.f!Suzn s�? .,:�;kYr.,i1=, t1�•c; jFyyS,� ��y:.�''3 a rp'�;,jw•c4�t'� r�.� ",fir. Pt 7 f >{.''r. ,�' ��I y A� •:l. � •tit.�a.`'�'�:Y�{:jew�u{i•'.4�?,�fi14,�.,.:�s. hYsL'=”.S�a`y.f,1?:33�'�."r?`.io�lrr� �n1'a4��`t Y� •.$ ':��t4.`Yi��"'. tP•P�;bYJtf+,�tl'F�a.y f,'xr.ztlsvt'{`°'ac tl. as. a' j fi. ij Ci t y q x f� r 'r :s M a M � /: 1 / 1' 1 1' 1 / 1/ 1 _ 1 1 1 / 1. 1 • 1 1' 1 1. 1 i C � 1 S 1 1 t 1 1 1 1 1 1 S 1 t 1 1 1 J r �t 1 '/ r .r'• .�t 7i:w.,.a ly,I:r.�" sr?iG}�yty;'�'{,.:Sj*'J3L.�.rt t'��, 7 �7 j ,.L:,rF�;',}:�irl� .t its t r , �+ ,!' '.s z vst 4:c1 a1 + r t�`;} r}�t'a!:i�_y�E•.:a1,`:��t:.1tj1%}'rS;�{ ay]'�,p.f `C >i s sil, t4! ,:seS•S 4 )r ri`� .. 1 �2` s ytt.}�; j c;j �t slwE .�f Lt ?it; si,fltp,}max i.nir } t.rf.r.t��`t.�s ti' • 1 ,i•,4 .f r}'.. :> .s y ` �t,t 7 '},,. i.{1 ;,4! }S t er § J y �i.j,t tint Yt.+t,,,,';,3;... : iF r�e�..�.'a,w s„r !rt"5 ., .,,i •s;. l�: ? •"�. a.,4,f. �� 's t.R° 7 L r j �` t :'I 4 4ss, tl.ti.',i+ s 1SC,Lx.��f ipR4);�p�y yt�b� i� •� .t*rv,,;;,''. .tr'! t t r* .� �} Cy�/.i y t:ir t ,}::Y t 21 1,rt rA r t'Ll•,t tts.�.9.fs lt'iil.�,'. t'T. r6'�f;�lf'wrt4r,'�r'`!,�!C{;,s y Y ( 1 . �jJ,� i. ,y ..�q, .ru �i. �,.p tyt +.sntr.,5"a,- t' f��,a'/ tc. .t,:��,e'•15 Y-' ,..di '"�s...�*,.. is t it t''�,. r:n , i,f! .e:. ✓ fW f .,}: r: C ,. 4'�?>''t'•i pia'' t{ t:'�sy YY lri tt sri�°• :4r,� / ;#4i t,; } >et 'n'.S7•.1t .1" `; \trt�''' r F}�1,5„ .{ 1: � .' t :. t t .t r r•� es ; .a s6. .,y t{ �Y:: , f 1 rx srgt�,.��;,t� ' � � �' {�� Y J I"�1``. �� rr`t' ram z+ 1'i a ,t ;4.4.1 a�{a y} s`{� 1 �' ,� arc'. �vY i't �'•7,' �• +:. .W pp £'' .t.+w. ��1f } tY7 si d,fSFt al y.yk,t ZYV IL��d'+7}�f. ,'• L�,�f 4m A `t 'U�"ik1: t a� ( rt �t�i'.sY3 ..f4+ .Rh } '�L.,. i 7t i 'if ,r } f�� ,} 7`'�" ,z� f-,w; 4i ��{'F;5 " ?`t «��,`,e,•�•5� ,.�s.� � r .r x .kY' •fi.. �1 4 ti*i 1 1� -t t •.f,4Crr tin C, $}{,t it �, t.7 e '�'fi `�i i � f w �x ti'' M`, t t,�''^kl �� i r`.y ,.. , t't v 7`A �. r i Vi}r�,W�' yj`��k��,, '1{r �t:1 �n� t 5 .i 4$',�P� _ti',, v 4• v. 't;: e'i r;,;.:^ ��`- � . +�"rs, jy!•0 s u...A'},ta._ � t�.d'7f "t 'cbr�a„�,:.IS�ew��' !. .k `��`, +�,,t" �`i'''� a,`�.iat;,'�}1�-' J' 1 e t, ♦. f�'�i'��tr�'4s".4 � `h `"\\ ...,.«.,.....,...—...._„,4 ... •...»..�......N.-,..�v•�x�•xM4;?I•?tJ}s'6 FCtk'P,3$f}37.�''ft? F�{.',��` tjr A,'• •r4+r 3f3. i�;MNr;•'t+E^•i+';"ktro`4 .rt .. -."�,..... .... ....• ......• ...,... .... ..... .» qtr r 1 . Thestpaul ACKNOWLEDGEMENT OF ATTORNEY-IN-FACT STATE OF Illinois ' `' SS. COUNTY OF DuPage y 1 On this day of 19 95 before me, a Notary Public, within and for said !v : Justine C. Lishamer to me County and State, personally appeared personally known, and known to me to be the Attorney-in-Fact of and for the ST. PAUL FIRE AND MARINE INSURANCE •' COMPANY,Saint Paul,Minnesota,a corporation,created,organized and existing under and by virtue of the laws of the State .. of Minnesota,upon oath did say that the corporate seal affixed to the attached instrument is the seal of the said Company;that , , !,;: the seal was affixed and the said instrument was executed by the authority of its Board of Directors; and he/she did also ` acknowledge that he/she executed the said instrument as the free act and deed ofisaitl"CCoI,'1L KATHLEEN A. BAZON r i'Jc►ta�yyl�ebf> Sr�tla#err�f Winds Nota r Public y pp 11072 Rev.4 85 Printed in U.S.A. I k`!y Carle-nissien Expires 4119/98 a i !.t • r is r t 2s 1 a s }bA, kq .f i,.ypflyt r { .Ir�tM� st F t aq',ap h 4�yP�7'# rr'r , } ZXl T-1 3�A Sxt r L''tl rri�rf r yx r t { 2 y t ;h 1 r i!,2 fi•c rkH t "r,7mS t • 'i r, r '.�ht 3 r t.a�.xi',)�,�t.1r.° >t,St'�.t � •�••• f•' � ',r�'I t' a: ,'ta i�r�l'`lF�yp31,, 1��' I. } ��fl J 4x FaaK1y %ryPFpf{ x,t.j{M . „'.( .. .. t s I .t i c f' ''! ,,!�rt�''��'itif r"�•n Lt'��•'t`t.'��t ji{'Y�7}$�"}i�i 1� F4;, >Y 4"i,.'r'+.r,, t�•�l'"utr �` ; , ' � < q s 3ti, tt ''�{ r,�7� A�rs- ''�?>:.✓4"j�+�t'1£�t,��{M cluttY+r rlQyr�* �'tk 3�, !•ry i ie s��Y'f S ,�. , + 't L rf,,311'it t F•Ly�t�•i1>"}{'a!r,k k{i'�_1 C'-1f1�r 1 p�f }� A (�v�i�1. t �.•J o•. _ "`"7 4 ti.ylp. -fit''`. { } y ..•; .. t.. . „ .1 .' i t t n y 1er,2�t1�(��,•Y.It '`" 4Ai�t 6�,,�,�.'t �. ,•! y,: a� t' ,Ir r a lkft, it te�lq: t�y $,�•n.�t'• i �( 1 a �• / � t � .. � • ... � .+ T{�yeyz'hi_ 1�,�Py".,�`. ' 'f +�'lb. js�`ldi��l'1"` .} ',� i ` i L::} rf{•9��5�1��i�,��'�,1r'�a.t��y � t"� Wr } ✓ It.r • ! i !r } ; '.S r'`r jt,fie?r�",�SF ' .t �.� .[ t P��"�t� F , 1 r� '. �l r • .. � f }'� �t'jY�i�x4��1 / � � �.. t � i f ..,f(/ `• ftr}'}}iti'; �t' f'C�.4'}.1� F`' u . r x" 1 f� ! ` _.`�v._._....+........n1,r•.....M+..:wwa+i++i uKw+.ki.1'.:,�a.a3'�.,.e `' KIN C>rttTICICAX1Gl�1 ST.PAUL,FIRE AND MARINE INSURANCE COMPANY r' ��THK)R[�Y Sure/1, 385 lVashington Street,St.Paul,Minnesota 55102 ,.•,r CERTIFIED For verification of the authenticity of this Power of Attorney,you may telephone toll free 1-800-421-3880 and ask for ,.. . )'. - COPY NO. the Power of Attorney Clerk.Please refer to the Certificate of Authority No.and the named individual(s). GENERAL,POWER OF ATTORNEY - CERTIFIED COPY ; F--12383 (Original on File at Home Office of Company. See Certification.) �� KNOW ALL MEN BY THIsSI:PRESENTS:'That St,Paul Fire and Marine Insurance Company,n corporation organized and existing under the Imvs of the State 1�. }xt. Of Minnesota,having its principal office in the City of St.Paul,Minnesota,does hereby conslittHe and appoint: 9 " Koch William Cahill Valerie J. Glenn P. Sapa William P. Weible, Theresa A. , :;w Y yr Kathleen A. 13azon, 9 r1 y, P�V3_lle w ' ` Burrell, Justin shamex dividuall D]a 11e, xt,hx,rf Illinois its true and lawful attorneys)-in-fact to execute, seal and deliver for and on its behalf'as surety, tiny and all bonds and undertakings, recognirances,contracts of indemnity and other writings obligatory in the nature thereof, which ore or may be allowed, requited or permitted by low, statute, rule, regulation, contract or otherwise, NOT TO EXCEED IN PENALTY THE SUM OF FIFTY iNr MION DQLLARS ($50,000,000) EACH and the execution of all such instrument(s)in pursuance of these presents,shall be as binding upon said St,Paul Fire and Marine Insurance Company,as fully and f all intents and purposes,as if the same had been dal executed and acknowledged b its regularly elected officers at its principal office. ?=A a amply,to P p Y ' g Y > Y ' P P „�, ;)s This Power of Attorney is executed,and may be certified to and may Lc revoked,pursuant to and b authority of Article V,-Section 6(C),of the By-Laws adopted by rk .irY ftx y P Y Y ...i the Shareholders of ST.PAUL.FIRE AND MARINE INSURANCE COMPANY at a meeting called and held on the 28th day ot'April,1978,of which the following is a true transcript of said Section 6(C): The President or any Vice President,Assistant Vice President,Secretary or Service Center Generat Manager shall have power and authority To appoint Attorneys-in-fact,and to authorize them to execute on behalf of the Company,and attach the Seal of the Company thereto,bonds and 2) .Tti;an ointgsp clot Attorneys in factt who are her by authorized to writings enfy to co ies ofnany potyea of-a tome issued in ursuance of this section Sn °;:•Y` ( PP Y P Y P Y P and/)c r any of the By-Laws of the Company,and o (3) To remove,at any time,any such Attorney-in-fact or Special Attorney-in-fact and revoke the authority given him." i piv}fiitr w = Further,this Power of Attorney is signed and sealed by facsimile pursuant to resolution of the Board of Directors of said Company adopted at a meeting duly called and '. �+'n i, xt > held on the.5th day of May, 1959,of which the following is a true excerpt: ` "Now therefore the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by. '`facsimile,and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and . y fied by facsimile signatures and facsimile seal shall be valid and binding upon the Company any such power so executed and certi in the future with respect to any bond or undertaking to which it is attached:" x' 6: moan,, IN TESTIMONY WHEREOF,St.Paul Fire and Marine Insurance Company has caused this instrument to be signed and its corporate FtRE 4 seat to be affixed by its authorized officer,this 30th day of November,A.D.1990. ST.PAUL FIRE AND MARINE INSURANCE COMPANY. $ Uo. STATE OF NEW JERSEY l ss. County of Sommerset J MICHAEL B•KEEG',Secretary oun timm�nb y O»t}lis. 1© day of June 19 94 , before me came the individual who executed the preceding instrument, to.me: personally known,and,being by me duly sworn,said that he/she is the therein described and authorized officer of St.Paul Fire and Marine Insurance Company; that the"seal,affixed to said instrument is the Corporate Seal of said Company;that the said Corporate Seal and his/her signature were duly affixed by order,of the x Board of Directors of said Company. IN TESTIMONY WHEREOF,I have hereunto set my hand and affixed my Official Seal,at the township of Bedminster,New Jersey,the Ns�+Ery day and year first above written. °'" LINDA SMETHERS,Notary Public,Middlesex;NJ,' � My Commission Expires, 16 1996 j :. :i CERTIFICATION X14 the undersigned'officer of St.Paul Fire and Marine Insurance Company,do hereby certify that I have compared the foregoing copy of the Power of Attorney and , r' ;.ufiidavit,and the copy'of the Section of the By-Laws of said Company as set forth in said Power of Attorney,with the ORIGINALS ON FILE IN THE HOME OFFICE,OF•SAID.COMPANY,and that the same are correct transcripts thereof,and of the whole of the said originals,and that the said Power of Attorney,has not bedn revoked Paid is now in full force and effect, 1' IN TESTIMONY WHEREOF,I have hereunto set my hand this day of 19 MICHAEL W.AN RSON,Asst.Secretary ' t,+i�NCt t t Only s certified copy of Power of Attorney bearing the Certificate of Authority No.printed in red on the upper right corner is binding.Photocopies carbon copies tie 1 other reproductions of this document are invalid and not binding upon the Company. ANY INSTRVMENT,ISSUED IN EXCESS OF THE PENALTY AMOUNT S'L'ATED ABOVE,IS TOTALLY VOID AND WITHOUT ANY VALIDITY r 1L; 29550;Rov.644 printed In U.S.A, <;r'>•.�'r, '`t k r 'n v j� n fi.. It t� ..t.. (•,'„{y,t'L�'kd {1 1 � �.� gg�1�{4f f%?�'M F(}.•� f 'i } 1 t1 I };y 1 t q �S 4 k r \ 1 j r (1}:R 1 3 Y.��' 1 � . A'4 ,'g it l 1},. , * r �u�l';s{rY�A ,!j S+i S(Li 'r , (S u L. s 1 t i: 1 `' r L .' I'f t s. !$i.. ,r•'{,+r'+r s 1 i ..t � ( `S:`?.# ° �•, �-� � '' ' ,� ' ,r tall s'}, ' �. r ,f< ;�, ft t,�g'.�t�� P�`§' t �, ��'t}��i��'�45;�4,��r�� 'e'3t"n, �rk.,K,, t`. '.•'>. '��.f t t ,s,as(�,,t2 Y , 7 ' }':r. t .t:t`j~dt �',L'{r �r� . .� 4 ,1 (,�,55''S�;t"t l,r fx'it' � •f, rr r 4 „4 fl.�., i . . 'If. . f.r" tI .- . ;t •ft SY. .,,•i t ,a`t�{ N ', � ,}�Y •✓'�1�°��'3.di��f f �� 4 C,'' i.y, y � t � .. : ,_ � �, k iF�/ fWf� � �4 �"Y19Mib-r�'"'�4r Ilia,%VliewlAEl+1r� +�dlkaoi«aiswi+:w.aw.:.,.+r.c.,.y?.a�ww:w:�nilMMO�i�1�P� CERTIFICATE OF INSURANCE �� . Issue Date zf# MM/DD/YY) ,a 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 POLICIES BELOW. COMPANIES AFFORDING COVERAGE COMPANY ' Code Sub-Code LETTER A COMPANY ' INSURED. LETTER Bt f ,4-xt,M COMPANY LETTER C COMPANY Af LETTER D ��•a COMPANY 't 3';rti','' LETTER E COVERAGES ;> i r„•,t, THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED i9ELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY -�r PERIOD INDICATED. THE INSURANCE AFFORDED BY THE POLICIE=S DESCRIBED HEREIN IS SUBJECT TO ALL'fHE TERMS,EXCLUSIONSAN0 CONDITIONS OF SUCH POLICIES. -x.� CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION ALL LIMITS IN THOUSANDS LTR DATE MMIDDIYY DATE MMIDDIYY f k.-.,', ENERAL LIABILITY GENERAL AGGREGATE 31,000 COMMERCIAL GENERAL LIABILITY ; OCCURRENCE PRODUCTS-COMPIOPS $1.0DO . . Completed Operations Products Liability remi iins GGREGATE ERSONAL ADVERTISING 1,000 kr a.}- BLANKET CONTRACTUAL in force for 2 years afte final payment) .r NJURY M' CH OCCURRENCE $1,000 AUTOMOBILE LIABILITY DOILY INJURY S PROP DAMAGE ANY AUTO OMBINED SINGLE LIMIT $1.000 i:.R L HIRED AUTOS NON-OWNED AUTOS EXCESS LIABILITY EACH OCCURRENCE $4,000 UMBRELLA FORM 7`*0 Follows Form of the Pri nary) AGGREGATE 4,000 STATUTORY ORKERS'COMPENSATION Y. AND as MPLOYERS'LIABILITY EACH ACCIDENT $1.000 Includes US Longshor en and Harbor Worko DISEASE-POLICY LIMIT 51.ODO Act and Marrtime Cove ge Where Applicable ;< and All States Or Other States Endorsement) DISEASE-EACH EMPLOYEE $1,000 'i DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLESISPECiAL ITEMS: 1 Certificate Holder(s)&their Officers,Directors,Partners,Employees 8 Agents Named as Additional Insured(all policies except WC) Ya't, The eoverge afforded the Additional Insured under these polices shell be primary insurance. If the Additional Insured has other insurance ,,; • which is applicable to the loss,such other insurance shall be on an excess or contingent basis. (Copy of Additional Insured Endorsement attached.) 2 Waiver of Subrogation Against Certificate Holder,Their Officers.Directors,Partners,Employees b Agents(all policies). 3 Contractual Coverage covers liability assumed in the Indemnification Clause of the Contract between Certificate Holder and Insured i ' a (General Liability&Excess Liability). 4. General and Products/Completed Operations aggregates apply for each Certificate Holder contract(s)or amendments(General Liability 8 Excess Liability). T z1xt1 5 Contractual Liability Limitation Endorsement CG2139 or its equivalent is not included in either General or Excess Liability policies 1 +; 16 Severabddy of Interest or Cross Liability clause or endorsement included(General Liability 8 Excess Liability). `j CERTII'9CATE MXDERS CANCELLATION HOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED,TERMINATED OR 1. Black 9 Veatch,P O.Box 5405,Kansas City,MO 64114 MATERIALLY CHANGED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING COMPANY Attn Insurance Certificate Coordinator NILL MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDERS NAMED TO THE LEFT g;. ANY IMPAIRMENT OR EXHAUSTION OF AGGREGATES WILL BE THE SUBJECT OF IMMEDIATE -4 Allak 2. Owner 140TICE TO THE CERTIFICATE HOLDER. AUTHORIZED REPRESENTATIVE 4` 032993 C1-1 , 'tat ',�} '' C`'1'`r n � &t ' if' r.. 'x• l t;X � ?�+'�rt'+'�+'�° ,yRi��? 't>� ' �,� �,+'4 "ti F•' ix�fti+'fit reE t 1 r t r� f�ta,'{�£, �e�,r'4'�,t+,�}�,2�e � "Xtt � 7.1 ' � it sT,t �rF ��' s� dr �� 9 s ),1 •� 'th V3� a P' •K r }? ♦ i t �Jy,�+ 1�'T`.;7r.�_'4<. i,;<:.'t/r; '��..$ .,ar�S$y�1 ',3�• 't:��; 1,t z.'�6 A ,. �i�,,�� 'rir"�ltp,�ro-e�",iJ}ip�f��{��p��1'�6�'4,,��.��!�KBE ti'`{ `1��f'-�."�,x` ,7 e•q.,�, � ',fi t '�r( rt��•,I,1��'� �'� �t '£:ty�,4�t' F f C"t�th. t�)� t,.• f �,�. �. 1 .� y�.i +t #it`1S`fi; }IC a Si � h-r(4 }t h YNj-\,�, '�' •• '#4 1rX � '� ,t'�tq?� ,�F.1�•i,� 1{�r�X ,';dY {:v .�! r.t�i�.liti ,... *. c{{'t`�. .;t r':``. ,;'f' •s.�!�'�.'f�',3•.i':�`:�yr:i� !� ' .�, ++at' e ��'� tlk�f•;a�Htn4�Vs avfi � ' '.:� f ' k' ., ... ..,.. /fro � wJy�,+Jt /� ..'y�'�4ci* a�'`�"!�.': � �`�r�`��,��'��.�:;R'yytY� �'I�rr ,tR ' t :! ` } .tt. r1'��3�,`f•� ',;-� r 9�,�i:'` 'i crAr +�,r� 5�•S�s':sr- $. )C�� i f 1',�t �' t r t 3 + x ` .:f; , ,. . ..� + ' s ..i.j,�j'� ...•r��+�� 9)� i .�:. '# >r'%?x f{�s .ri4`..,rr,� t. �i .`r'::)•�:. ,•::;.. :,:: eitr AT7t WMrt�I ;:......::..... .'r' . a is's>:F}:•FZ>SS::>S>Sg:::;>:<r::}:•i:F:•.::::s:i:::; .:: :L 2/2419 } n {.; ATION ONLY AAD P777�:{ ?:: •!: f.}r. '�•i:�::::}::i::::{?•:.::i.�::r�::.::.::::: }::..:F: CRRMnCATS ;;: THIS CERTIFICATE IS HISUSD AB A::•}::•:::i}:::};L}:::•::•::•}::.;•:.:n;:•}:•::>:•:::•::}:}::{•}:{{{::}r>:.}:a:... CRiCIInCATRIAOLDRR.THIS COMERS NO RIG ITN UPON OR DORS NOT AMEND.BXTEM)OR ALTER THB COVERAGE AFFORDED EY THE POLICIES BELOW i RHH 1 Morency,Weible eti Sapa COMPANIES AFFORDING COVERAGE 1717 N Naper Boulavard COMPANY Maryland Casualty(Gow&Manna _ LirrMR A .. 60367-8839 r,t P rr� Naperville,IL `�` , (. COMPANY � 1IVt7�J}•�t' (,.. .� LRTTRR rl INSURED COMPANY y� i. Michell Pipollne CO".,h1o. LETTER C DatO: ,2—-- k COMPANY *Revised 2124/95 P.O.Box 128 LETTER D za 817 Wed Main CoMrANY WI 53006-0 Lull It ::::.........:::.:,.. .. ..:.;?}g: r•;: 'le :;:i<::L:}}%:}8i.?:.':' '.:}vi<JIIY::i;?::F:r:f.•.»: '. .:.: B[Own6d11 ::. ..r{:?ii:•i?Yiiii?'r,:;?tii::ri:�Fj}F::?FiFiF'i:i?::::.r:•}}:{^}::::::::...... OD r 4'j; ;:,::::•::.{.{. :::...i? 2 r� ?i/.:'s ii fi3iC.}•;:t`ix? tF>}.v:}}..•Fn:•:L:::::r::::...:.:............................ NAMED ABOVE FOR' POLICY rRRA . TIIB INSURED 1Yr FI Spy.TO WIRCII THEE y LWED BELOW HAVR BERN ISSUED TO TO ALL THE TERMS. �Y TO CE3I M THAT TIRE POLICIES OI IMSURANC�RM OR COMMON OF ANY CONTRACT OA pT11RR DOCUM ;+ INBICATED.NoTmn rANDING ANY REQUIR r4,-r0 . AFFORDED BY THE POLICI6B DESCRIBED HEREIN IS SUBJECT BY PAID CLAIMS. LIMITS r CEWTInCATE MAY BR ISSUED OR MAY PERTAIP1r THE IlITS BROW POLICY EFI POLICY RXP. RXCLUBIOI'4 AND COMTI'ION!OP EACH POLICIES.LIMITS BKOWN MAY HAVE BRBN RRDUCIID DATE(MM/DD/YY) : ' POLICY NUMBER DATE(pIMIDD/YY) ; TYPE O/D'GURANCE GENERAL AGGREGATE 2000000 } ? TR F 7,, 2/01/95 2/01/96 �•• ` PROD-COMP ror AGG. 2000000 r 5`° A GENERAL LIABILITT EC 86407731 PRRm. ADV.INJURY 1000000 ` GENERAL ABILITY + rag. X COMM. a HACH OCCURRENCE 1000000 ,,.• CLAMS MADE ®OCC. :y�r - t� ... i7ABDAMAGR(Oasfled OWNEaro 5000 r: Q CONTRACT'S TROT MBA•EXP. One Pa' '- Ifi 1000000 }`tc :. tf COMBINED SINGLE s 2/01/95 2/01/96 LIMB` b, AIfrOMOBH.E IJABILITV FJC86407749 BODILY INJURY SI 1 %: ANY AUTO {' (Pee Paw) ALL OWNED AUTOS ,r SCHEDULED AUTOS BODILY INJURY �y !'�•'r'',� X HHUiD A111'Q4 (Pae riacNer#t) 4.i r; NON OWNED AUTOS PROPERTY DAMAGE i S GARAGE LIABILITY EACH OCCURRENCE 10000000 2/01/98 2/01/96 Io000a� LIAlH UB75384207 AGGRRGATB 0.. ;•.;r,:. '. :•; A EXCE88 LIRY <:kEta}<•}'••%�$5:�'6<�" '"i";:2• fi••: X UMBRELLA F3;5 L v UMeREI.LA FORM ..•`BTATITI'ORY LIMTTB :o:`,;r;`iFi:•}>}�,F;.':�,i§.:<.:.r3S::>35� aMRTHAN J01/95 2/01196 °W•W � 100000 r { TC669499088 EACH ACCMINT %K;- A DIBRASE-POLICY LIMIT r 500000 +' }; WOREZw coMPEI�ATION ATID DIBuo"ACH EMP. IOOOJO 'ib try��'. EAIPIAIRR'SLIAEILITY - ;� oT(�'fl ' c- PECIAL ITEMS t 77oNIrvslm�' OF PUBLIC WORKS FOR JEFFERSON OmllaumoN O/O�pA'nON8/IACA DEPARTMENT ' R8:SEWERAGE IMPROVEMENTS- �'z -MISSOURI RIVER CROSSING;ADDITIONAL r t E CITY,MO;WASTEWATER FORCE MAIN ACHED 1u1IC3348-17 r; RIVER OF SUBROGATION IN FAVOR OF THE ATT r}.s. - D W .. .......•.:vv .}:{.'ii.}rr,':>�r'{:f'r',n??v}:t'f rf Sj�;,:};.v :%+j$•Yl�•}. w F}S INSURED AN >;F:s'r:•<'•{t:<;':% > '<%»3:F3hh^•.<?r•:s•..•,rn} 's`•'•.<'.nzo$f:F••rf:os ,• :::.;. ,,.::::.,•SY }F>:°Sryr.?.r•>{fiiki};S.f:%:•;•' •r.'Fi:?iF:r.'•Yi:?i.::•.iSS•:'::i i::F: $};•r.: 0.11 BHOUw ANY oITHE Aaovs DESCRIBED POLICIES EE cA1+cELLED BEmwrTHE EXPIRATION DATE THBREO/,TM 188UTA1G COMPANY WILL ENDEAVOR TO : MAIL 3Q DAYS WRITTEN NOTICE TO I=CERTIFICATE NALDER NAM®T O THi } MISSOURI LEFT,DUT fAILURR TO MAIL SUCH NOTICE SHALL AMPOBE NO OBLIGATION OR 1EFFMON CITY, OR REeRaBSNTA ;';n •.,•: LIABILITY 0/ANY KIND UPON THE COMPANY.TI8 AGENTS C/O BLACK da VBATCH 8400 WARD Ay A � PARICW •�'. AU'T11O '.. SAS CITY MLSSOUR164114 ry'•:•r'".�r::•i'�%� � i h8f2:y;•f9fi/',}ri�}'(••;F.f:{?:'Y• y 2;+ "T,s'r .j J�li .�sn;<ilJ iry, f .tf ' { ..�. .}.'}�s J'''1 y, f�t,Lsf"+� yet t.•Yr; tjt� �1�Y�i ��3 ¢��.k x+,' N`�,�• •t S,�r 'K r t � Fc J �i n'/ �i rr �,r e y� >'¢IC.t,�rjl�t '. � v�'� }.1y�• e�• ;� .%I 1.4y,l'y § tv.'+� t;. �>JrYt�'}!f+�,�tn`i{r:{rt?r5+�}'�e`��.` �a�t�ilp�+C s�-yf^�.�Jt�if�"+F �KV°i'S'S`T} � � `�•�);"�; e s CG'?.R: .t c� ¢¢�t•f.ry. YF ��t��l) a'�`ltry'(�J +�( , d,� f }en `• �S)Ir.:}4 r`t+v+t }) a �^$tifJ� 1� �• '� !pi's i s{a {{ s 4 tai 1 s 4 ' ,y Mf p err.• ��{1 ft 1+ It•}}I yyx( S iJ 1 � 't 1 it� C x}fi Q r i �'} 11�'1'•rt t t •a f sJ r a) 2'uty+. t{k�'' t F+Y a' S s t.+.� L •J) +th$t trye.x Y.};.�k 7"k�t�-'..�4�i J, �•yx i x �` 5 '�h't Jry ..i^'} J�Zr {.-` <S t Y- 7 a '�s'�t4/Ls} t ,r<Yt` d y �)p�•d.[tJ�wly�{!:P ${�3y, -,..?J,�^•r#rF"`il'`4t.�rt frita A4 ,"}; r t }"' }} 3� \a l,t'tf:.t},fir ti S st .M 7 ."sr,-S(J r ` b y K /. Y•Y { '.•j,S}:. Z I'S .;{J k f! Gy t 7 ,�1°L a� }x u\)& 1 .,'•s 9 Mi KW,ry,r�t-C'�MSyd��Ayr''f +:tZ Y�R,f.�.�'1Z},i k.e< w"�(''��,,'r.`.� it t+kr .fr �) yS'JS.�'!`,:.( }t `llb t�.i�f�)�yY r f f„u°lf.S" t (+34.''77�•�Ly' �yt'f�..'`'�r. ,, '1.t�,,�p'.�1"ifq.1y '3riL r}+.`{ 7{..�i$b`. J�'P1+,.,v ty,N }.t"t' ' .yYlfFt .a Y ..?'�d�',t '$'�'-,)•. } �tS�t. "''r t� '3P'�t�,� .' d�,.�f.st�'y{r„f s;{ �y �rt,��.• >� }�t� .f�S' ,r wS � Y}lt< 'a w�'4.xr'1�t^!; y .. c!t ) x! c.. t fat.+S� :. + ': y��.. >. .)r..s.� l}) s�. °S e�'• `tj��>.'t,.•r'i:Ta_i i :,� t. .s?tC:. y i t is .t " � a.y �t ..�.a{ 1 }• y4 r I�hTI' y�t�g f �"' ».% 1j: •y,. �l 7t �� C{�:tr r + A s :'i" "..�' � , tj ..i . .} tl t L +5"! � t r}' trtMun. if,x1 kt�CLa'� ii,a P Sr�t: .35 k .7• r. ., I: tee:f` �1l�s ! • l :r. 7 , t; d J �fi j °• 'tip "t y y;Y e, air?•'1 r r ,4 ,gr1, t�gy, 1. .1 ryi 1 �: A 5 1, 1' ist," ',,�s"A"ea l ry;^. t•+.,:�0. f i•Y 4 ,Y. 7,'Rt� 1 '' + ." r�I ,� r 's.,' �•. r {>r 7 1+ � }.3 7'. S f � r , �3i�i.�r J �� ' �F tt z3 5'�•. T /y."!�'�� I)��'lt::`;:��:'��r�5'I.,^E 1-t~- r �1�i(4.t'+ �ft t� tr r ±f ):. 4.�':f..l]]FF r}�r,l.4� if T• �i.`V {.�. .jN %.rt.X 't , 991 M•y t p•, E ��.} !�" t. t.. '�>•i't.:.y." S ;,{q. "+ ?. +Y - .qiv �� s !�1� x �,� ir,r�' �''`ti.`. i f�..r,. 3 \y ,. r •\ . ": �yJ, . ��e !t� •� ,,J 1' .•t` P. ..�,+ <•s t 54, � } }�� ,C d � u}!5�. �F.�.!'}�'✓�.]ILe�I►y71�[�� _+KI�r4r TY1�.lY..Ab:3..,./' ' �'�'"}'. .. � t t C� /' "Rt. {{ ry •� r tk tArk? 4}} x'•dS�.}� a £�,� £.,? f kj "'r f�,; Y'' '�• � i�Y1�'k. ..)?<�-) tr •� .,..})�' hh �`..3 v., �' f �'. 7 �f'"".'p�,, .th. i(}, �G. �{�t�p*" .>..i i' I I. a �Y1�`�r Y}�t�i��r:��,�f�.i�+�'`�(��,�fi� o-r�3,y�v��:k3��a��,k��, �,' '+�stvit��Fr�rz�r��t�}#��*��,4�• 1f '��f' �4 � � / II 1,�.� :�4.t'3�.✓�iLSi�L!��id*,f k�;i:�'��it��n r • ... .... .................:.;...; .........;,..........•::•: .......... .. ??i£�,}Y$�Lri: '� +••.�,{,r��£r-^{"{ sr >..#o,.YY':•Y}:,•;> .i:?:#,?;;aY:'�;ji::;3:#`••}cy�:i`> { •£"`` .. ::.::: iD! 'rQ MMIDOlY1�' %{ 0 2/21/95 ' 2�,.•. b.�'. ;�F#;•.!a2Ya4,Y,Y,.�b?:?Dr,!FIi?J?%:C,+�}:'?$•Y'•?r.'.•�.��5}?<� :�'K.,{'£,{Y�2�f';2 {.�:.{�.�a • 4 r' F S THIS BINDER IS A TEMPORARY INSURANCE,CONTRACT,SUBJECT TO THE CONDITIONS SHOWN ON THE REVERSE ' SIDE OF THIS FORM L' � ooMrANV DtNOER t++O. Maryland CaM44 Co. 8IND102856 snmCnvs EamRATtoN . RHH/Morooay,Weiblo dt Saps 12:01 X AM X t7A 1717 N Naper Boulevard 2/21/94 rM 3121/93 Ttl s ROVER IS OSRURD TO ttETEND COVERAGE Dt TN AROVR NAMED �� Napeaville,EL 60363-8839 COMPANY PER UPININO POLICY M CODS 02103638 eu°c°DS DZOCW"WNOPOM"TiON �CLWROruw0� gAMOM) Railroad Protective Liability tNtuIRED � , Re:Wagswater Force Main Union Pacific RaUrosd Co. Miswuri River Crossing "• 1416 Dodgo Street;Rm 1100 Jefferson City,Mirsouli �?+ Folder No. 1401-53 ua Onrabs, NE 68179 ..:•:.}:.:...... r:. ..,,>v:.}..}a>.;;. ......?•x >'#i#i#;:tiY r.C ''tii^ ` .. ,::i,\{{.1.,,x•^4•{<6 ..r+>'�� :z.`• ...........k:r.s"•.•..:'••.::: ........ r a)�wf.(�.>.3k•Y�•a .:.. .:%Y:x)Y `.2!0:.. { %'t•.< .�.} ��`:{.;;;; yam$ {)� Y: •..•�..I�R�3�ft•Sr•.:....K`A.\�•.'Y.ann:•....:..:r..:.�f.{.YR\:{r..:}::x:�.y.........:}.n.. ....rte{ Y .ra.v.:....: Y.:•m�..'£a?.w.{,2;:$..........r�{. �{.::{:: ...Yti+F. ..+�4:�3:' .. T MOPIPYl1RANCL COVERAGE/IORMR AMOUNT DRDUCTIRLR COINSUR. ' h FROM" CAUSER Of LOUR ' RAW MRROAD �Q¢C. p RAL LIASUM GENERAL AGGREGATE 2000000 MM.GENERAL LIAlum PROD.-COMPIOP AGO. ,." ti tE.A91tR MADE OCCUR PRRS.!A".120W { 'R R CONrRACT'E MOT. EACH OCCURRENCE 6000000 ri R Railroad I=DAMAG C homed" R!<I RO DATE InOR CLAIMS MADRI MUD.El.PQ01 Pr :.; AUPOMODUA L ASUMV COMRDlta RDiGLE LDAIr ` ANY AUTO RODH.V Qi1 ma t9a+oa1 {•' ALL OWNED AUTOS RODH.V Da Ww Asa) r, AUMR PROPERIYDAMAGE fliRtll,AUMR MRDICAL PAVMZM NDNOtlIN®AVM PERSONAL Do.Pow. 4L I i GARAGE LIARQiIY UMNBURED MOTORIQI' i§ AUTO MYRICAL DAMAGE ALL VRIDCLES Lj SCI=ULED VEIDCLES ACTUAL CASH VAL- �,, i DRDUCrwLE BrAM AMOUNT THANCOLi 10rm iI4 EECM LIASUM EACH OCCURRENCE FORM AGGREGATE ` THAN UMBRELLA►OEM RIFMO DATE MR CLAIMS MADE: 8ELINNIURED RET DL STATUTORY LIMPrR WOREERIP CDMPENSATION RACH ACCIMlrr AND DISEASE POLICY LWrr EMPIAVRRV LIARILnT DISEME-EAt'H RW. ! `t 1•. SPECIAL CONDMONSIOTM COVERAGES CONMCM:MICHEIS PIPSIME CONSTRUC'T'ION,INC. P.O.BOX 128 ' BROWNSVMLE,W1 53W6 �� .. : 4�:}ti,:�•.4 1�'/{} fir`'>i:{t}::y:}`:ri.{.L,'�{{.4}.:i{Y:'viii}::j}::},}.w:;::i...:.Sc....� ¢.�Y...s..£.../f x:}: R i� "iiz k: `:::.r Y •:•$Cv•..s..•:..4. : ..f..l•.�2.. 2}:4 w . } .. .N.�.:i}:::n•:;;{:•,?�:v:aa:.v.•.w:r.�i.a.......:..n..,.{.fir:n.:..:}r. ��{?tin $v.�i'r�.f•..,,..,.....:.:n.:..{:'•SC�.:r�•4:r.1....:n:..::1:.{, ,.x} MOR'T'GAGE ADDITIONAL D4 I.Das rAYSs LOAN e r, Y AUnWR1ZED RENtESENTATIVE � .;.}:OV.Y�.;ter'.:}:{,:• i"•}{"a Yti.,Y. .a. a.}}:•}....Y:•:xas;•}}:•}:{•>}Y:.:<•::•Y:. rr.rrt�k. Y. ..}..t... ... r .:•:�.:}::}r•.:{:92`,J.�•kYC.�f....�t..{............... •.}: �•:.}••Y�:{•Y}Y�}}}:.:•:::••.}..�: �...::•;:.} :iiii:�:....::.,• ..Y.ini::Y w.},F.:..a....Y.{:. ::� . .Ix• .. :.. ;,f.•::::Yr..f....'i:$1{,....,..,....,............ .... ..:,.,., ... .,..,:,.:.�:}.:.:{{{.,n.;;IYC;,>.4;{R;.v,.,{s,.,r..��E�:.i�::'Si::i:t�::`.y'.{�:::::i:.... ...i �'Y:�:Cs,` .%i?�. r` a 1 S p ri g�� z(X' p d�IhSy,,pn `ri,:{r .. Eli Tk �� s ro` �.•i.'� rf:-ti.` ihi•1laa;N'�tY�y?-vk kgtt�l'�KCq�trJVpN. +, +� �#t�vr'�. itx��.wTd.�°�"r'�;�dy 'x1S��'�• AVA � '.f,.�''�'�}%f(�(�f��fA'tYt.��`�.]]3��{:;';`ai�� it1�ny♦ L �4 � � �ft 'A'-0�It t��'ri��.af Sn Y�,01•t�',.{,it .� .:r 1 f R V , T 1 � yy§ S r y r. ri r ).r" 7�:r`� h .;.,'4'l+}'r1} �' £f�. '"�,'} r � P r £ '� t• r�Y'+. Y1ry r�t i 3 ��i r 'fi s tti:}s .1 �. ( ::,.�'Qi} i. r � w�_ : v.•C '; +3, -.D�r�i!..� ��' t t Id.. ' , ire: � _ .. .. .''., .. r .. ♦ _... _ a6.,.. E....., ..n.•M'J» .f1Y'.M r iq43p" .,�� ?�a 3�� ?'} �e Y.$�tl � �,; �`;� .y.�", ,Y;'t.5�t ^" .5..1.. r .. �:. ::r:.--{'✓fss.,,.,st.t`. �c ri )w � �'��)d��l�,Q'1t , .ry 4 I'. { •`'q�hH � ,#v��'i� �'`�T\�,:� 1,�.. .j rf i� ;r}h .p. t i s-,� S + . A��h y t4l+s��`..9h,.,r .}} Y; I Ali � 11 i • �' s rt a � ; } ,: f�a t t ,� S. 5 . a ss, a � 1 �I I �'CC � s't' r 1 �51 h Y rz• 5 ISM al L,1}h�� Ee. t7 4Y°}t� 37ft LA'�txt y,s(k 7A�!' r t•> r t l kt 2s S t�xr 'r 3. S r�°�'� `s tis o�,r �A .(. r, ar re, s � .',tt ,�i, Ert>4k�i .+'.•,Lr;r3,��,�'.ti r~, +s v k:Q.,�v �.}, ..,. �avA'�u.�,:� >z>...r.�.;>,.:.a.:..:.....:....:......:;....:.:.....;........;,.......:..:.;?.5:'��::.�.:r>.�::•::.:.: .:s.�:;},..,.};.c:•.,•::••}sx. •{,•.::{;.. :,,.., �.•:t illp .�, �� ;+.:.� .>.A \ �. rrr}.. •.}+xK:.. }'t�i.•}:{F:%;:..}o- ,,,.a;:::,::•r�': r;}:}?}:{•`.�.:,}v"?i�•.{G:.} ..;f,.n�}: k• URDATR(MMIDi)N1R rt,.l,.:.ter `�� u A. �� :??3".+•;i.�( i?S?:2;.}{.:•>>••:•.�:..,?} ;a{;}•,'.;;.;•.�s?c't}'.•:.^••fi::+:•r,.•:};;u..r::, Ct•••>v. {;t:� .y; ;.�t.,. � a.: �. `:F.. :}�YS,�.Y+L}?t\v:.v.r}:}.;..ti{+•:{:�•?i:{:;:}.::::�.+•:}:•}:::v: +:\v r:.�.: .:r}:.::•/•} r S.;{�:.} . ,�''yy��`` C 1.'4 S .{^:•:}•, �{...�:{q,r :•:(W •'.Z'+ < ':\\.."•i:+•},}Ti'J•.,v,:.}:.i}:+�•}}:y,i•:::••n} ,p� ..S.i''.+•: {i:' .... } k �, ..�� ..,.??2...':}............:. A...., f :.,....:•:.}3..}..,.;,;>.<;k{..:.,.;:::?iS.S:::;?#��<+r } <r.:?'a{>:.}:.+:.`•: �'� 2/2 119 3 .:.:... .. ..�' ..,.........:.. .....:::::•:::::•::.•`..;.}.{•:>}}£,a'y;;,'3,},fzf`ti' t Rr^^..;:.<,vu%�.{2,:::.�#�.�}..p...,;{g} THIS BINDER IS A TEMPORARY S4IPORARY INRANCE CONTRACT,SUBJECT TO THE CONDITIONS SHOWN ON THE REVERSE SIDE OF THIS FORM _ :i PRODUCER COMPANY a1NDU No. Maryland Casualty Co. BIND102854 RHH/Morenc Y p ,Weible&S. s ¢/FECr1vK EXnRATtON T1 OR 1717 N Napor Boulevard 12:01 X AM X 2/21/94 pM 5/21/95 `f Naperville,IL 60563-8839 THIS BINDER 18 1881 EXTxND COV1titAG11 IN THE ABOVE NAMED COMPANY PER EXPIRING POLICY N0: ODE 02103638 SUB[`O°� DESCRIPTION OF OPERATIONMEtICI.MTROPERTY(indudlos Loeauea) INSURED Owners&Contractors Protect. Jefferson City Missouri, RE:Wastewater Force Main c/o Black&Veatch Missouri River Crossing i 8400 Ward Parkway Jefferson City,Missouri B&V Project 25686.300 i., Kansas City,MO 64114 ,yam .. ........n.....::::::::::::::::::•:�::.v:::::••.:�?•.v:.v::.v, .. •'$ : .4. :.....:::.�:.:::w::::}:}.v,.•:•::}:{.v;:.:.:v:::::::::v:w::.w:;:.i•;•.w::;.{{:•:.4.w:.•r;;;, : vv., .. TYPEOFINSURANCB COVERAGEMORMS AMOUNT DEDUCTIBLE COINSUR. ` PROPERTY CAUSES OF LOSE ' PA-SIC F]DROAD MSPBC. ? GENERAL LIABILITY GENERAL AGGREGATE 1000000 MM.GENERAL LIABILITY PROD.-COMP/OP AGO. I 7; %?};:; CLAIMS MADE OCCUR PBRa.i ADV.INJURY . WNER%i CONTRACT'S PROT. EACH OCCURRENCE 1000000 `3+ X OCP'CoyeragO FIRBDAMAGEOno Fin rat RETRO DATE FOR CLAIMS MADE: MED.EXNENSR One Per AUrOMOBIL3 LIABILITY COMBINED SINGLE LIMIT ANY AUTO BODILY INJ.(Par Poem) ALL OWNED AUTOS BODILY INJ.(Par Arse.) SCHEDULED AVPOS PROPBRI'YDAMAGB HIRED AUTOS MEDICAL PAYMENTS NON-OWNED AUrO9 PERSONAL IM.PROT. GARAGE LIABILITY UNINSURED MOTORIST AUTO PIMSICAL DAMAGE ALL VEHICLES SCHEDULED VEHICLES ACr`UAL CASH VAL. DEDUCTIBLE LLISION: STATED AMOUNT THAN COL: dJHIER EXCESS LIABILITY EACH OCCURRENCE BRRLLA FORM AGGREGATE R THAN UMBRELLA FORM RETRO DATE FOR CLAIMS MADE: BEL74NSURED RRTRN. STATUTORY LIMITS WORKERS COMPENSATION AND EACH ACCIDENT EMPLOYER'S LIABILITY DISEASE POLICY LIMIT DISEAOR49ACH EMP. SPECIAL ColmmoNarolltsR covsruGlla CONTRACTOR:MICHELS PIPELINE CONSTRUCTION,INC. P.O.BOX 128 BROWNSVILLE,WI 53006 .r:.r.:......n..+::::::....:v.v:•:::::::v.�::.::�::}::.v::::::.v........ r•.:::r... ......$r...:. r r::}:?}:4:?::{{•., ...vr.::.:+.•:?:•}}:•:•}�}::::::.::.n+.'�}..:..::�Y`•:?{i+.•:]� } .....+....................................r.:•;:•:::m::.:}�•.vm:::::::.v:.:v.v?.}j,•v+'++::::ii:^v:r:•:::::.:.r.:vx;:.v;:::.:::.:.........:.•.::::..:�•:riti:{.:•i:{?..??{•}$:X�?i}}:^•:�4}rY. .tl.:. . MORTGAGE ADDITIONAL[POURED I {? LOSS PAYEE LOAN/ A RIZED REPRESENTATIVE 1< „/.st•Y' ::a$},z•:.2?>!£ru)..:}};:;:::;;:S::.x,.;:::;;.::,:'t?}.?2tR'tki:'i:: 'i;5,t':9+:.•:f3'a:•y,::if ,v}.:;;•r,,,r:;: •}}•rr:•x;::}�;}}�.:}>:• •s•c• }. : . .:.:::.: }, ......, .';?;:..:n4;i%W'....#....,...,t, x:3„7•. �t � t t�i•Y� ��{.�7 1 Y�.� �F} .L' .�'.w..',�.'.�.".T'lTwe.^'*�•T�.�•r.y TP+"'7 a.1., }, � '.:ii•S'IY.) '�S�,S,�:!��'. yf�s { is S �i.�a+ it s. 5 !I �ti•�s y{rm�1 41:rty��.. tf� � ,s. �� "��¢5�t� p •�.�. �g� ,r r c�,{'�tif.iti!/� �i•;s p ��'tf'ti"�,pLp�,'}kst, ti" TVr.r. �� ; tr�•t�LV��rn}t J`Sr v.��t k;ry''( a. ! f:� �i•t fit.^°1Ai�S'l�'ry�ylE�i JE�,+}�r�tl�'�Ai.t '�{i;�#�# r ,� �,.�, S�z�,iy��1 n��x}4` /`g�,��w�f?�ii��0��"`,'�1a�r�. ,!`S'��r' k§Vya•..��?�,, 't"r�;Gs. 3y, � r KM Z� :a� 7� r r s S � �? rr a4Uw'��p�t�1•J k"�ba!( t t: r��•';!r� r �,#si,�f^��i�' �# �lt4t>,ry ..(� (hs,2. tl x�s�a�� ..��t!+C n F��n�" k ..�'.a t !. :6 YC .n�tn �vty� �� re �•,j��,�'�fts9�r�a(tl fR>}a(��zi4�t`tl�1s4�'k�'Y1,'F{'+.^.�fi.#✓��s�j .,s u �. ��5.�. >•. A "�3 / 4''r �bt ,s,�k�yF�,�+ �� '� x 4 ^, env}<<'d * �7��a `. ; «r• 3 �{ �.�t e4`"�` J��.��Sn ) ff`!f�rs 'zts J�SS `i� � r � �'S � s isn,.. t �s tr gR,, ` 11'° t �.r. .r` yt`tc ... :1�;•,�"t.rf .: t �' .'t r� C f s r syik.�.d�� t'fs'. ./. ;, �1yy, c +• ., � .t> `� � �4 '.('��lP i.r;�p�x,'r�Ye s 'k ' �,, ""`�� -741 5fzs�sy'y 6fJS; •�"e 44. ti>• 9k1... �) .tt. � " � Yt, ,4 q� �I 1 lit, ' X, i �, � 4r1ir. rr`t4�' .�. fiC,h y >J! u t tt N;�z ,,h ;F�.§ rx •„ � y V a�t�f?v- y r• ..�t � �?Fu � �id�' ? F: r1i ttkn�5 k t `l S�i f f-/v F"f r `. 1 t;9 1 3cQ4Yf'ItMMM.� .3' } 'h h. �• Sank.�t�'. � .Lw,c....:e.:iafu.t....;4.s.:.ut=.ad:i::. ISSUE DATA MIDDJYY) { ,.v;:.r{,:):;.�..:;.:.�_5}';.5.$.::i.ir..,,,.,;.+M1,}..,`.,C:A.'S y..'•�v.,,.::,f ..•:.+:''Yyi.. \{•f.7.'.<tenf.?..i,..}•:..:�..N y.a.+.Xn.;>l�•<i:.r.r.• .}:•n ;;{::;•%;.;`,{, .}}:){{.,:;.::x�:•>xY.:<••`;S•i:::�:::::::•::........:::•::::::::...... }:b•i%i. •::.;i}}:�?:�::?:• �?}:�. }f G $ I . ?; <a; '�•.'•,'•'�`%itSri: '�Ei:% .............. THIS BINDER IS A TE[►>POItARY INSURANCE CONTRACT,SUBJECT TO THE CONDITIONS SHOWN ON THE REVERSE SIDE OF THIS FORM COMPANY BINDRR NO. PRODUCER BIND102857 Chubb Group of W.Co's. EITECTIVR RXMRATCON 71bil DATE RHH/Morency,Weibie&Sapa 12:01 1 X AM X I3zoF 1717 N Naper Boulevard 2/21/95 1 PM 5/31195 :] THIS BINDRR IS Lam TO EXTEND COVERAGE IN THE ABOVE NAMED Naperv111a,IL 60563-8839 COMPANY PER EXPIRING POLICY NO: CODE 306M SUB-CODE DESCRIPTION air OPsRATIOY$/VEHICLII&ROPERTY(tnd"I t LOnum) Builders Risk IADUREII � Jatferson City,MO e/o Re:Wastewater Force Main;Missouri Michels 1Pipoline CovAmction River Crossing;Jefferson City Completed Value;$1,000 Ded P.O.Box 128;817 W.Main ' Brownsville WI $3006-0128 f\\. y/ O f ... ..... .. .......:.:...::::.::..::::.:?:}.�:vii:•?::}}?}?:::�{:iiiil�:•iiiiii:•i:•}:L•iiiii:+;{:iii::::::?iii$:�ii;{+�:ill?�::S:iiiii:•v;:.}::..: is .. ... .:.... ....::...... ..:•:•::?:•::::::::::::..::::}:•?::::.:::::::::::.:........:.;...........:..........:.:.... •. ,.i + }�:}>.•?$::::•,:.,�F�:�}.s...'}'•••;il , }.'•:......r,..... AMOUNT DBDUCI7DLR COIAfDUR. TYTB OF INSURANCE COVERAGE/FORMS ,i PROPERTY CAUSED OF LOW BASIC BROAD MOP= k r GENERAL LIABILITY GENERAL AGGREGATE M11.GRNARAL LIABILITY PROD.-COMP/OP AGG. CLAIMS MADE OCCUR PERS.A ADV.INJIIFIY YJKws A CONTRACI"S PI,. EACH OCCURRENCE ]FIRE DAMAGE One FIff '•I - RETRO DATE FOR CLAIMS MADE: MED.EXPENSE Ono Prr AUFOMOBILELIABIIIIY COMBINED SINGLE LIMIT f ANY AUTO BODILY INJ.(ftr P*—) ` ALL OWNRID AUI'OB BODILY INJ.(Ps A-) i SCHEDULED AUTO$ PROPERTY DAMAGE H]RRD AUTO$ MEDICAL PAYMENTS Y. NON•OWNZII AUTOS PBR°,ONAL INJ•TROT. GARAGE LIABILITY UNINSURED MOTORIST AUTO PHYSICAL DAMAGE ALL VEHICLES SCHEDULED VEHICLES ACTUAL CASH VAC D3DUC17BL2 STATED AMOUNT •� ISIONs OTHER - tt �;V THAN COL: d•, R7[C11$S LIABILITY Y EACH OCCURRENCE AGGREGATE M; FORM yr THAN UMBRELLA FORM RAI'RO DATE FOR CLAIMS MADE: SELT-IN$l1RED REM. STATUTORY LIMITS f dVORtt m,COMPRJIBATION EACH ACCENT AND DISEASE POLICY LIMIT F,3 RMP4.OYEA'GLIAB�ulrlr DIeRAeE-RACx EMr. o.: SPECIAL CDNDITION$10TIIZR COVERAGE$ : CONTRACTOR:MICH13L3 Pn19jNB CONSTRUCTION,INC. P.O.BOX 128 BROWNSVII.IA Will 53006 ?i.S. •?'Ai f?•i}i'?; "{:i:i:�::i:fi>.�i:<�l�i'^i;i}':,i}:•,:;: Gil}'{'{{•... i:;:<�:Cii�'•;v... ::•:l:i'i''rfi}'{:•:•i::i. ,.... + :r:... a?:•}}}:•.':is ,:i+.i •r.,:;: .. .... :r f •£ £}:}°firr,,}T.x ;•:6?•:`}:.{£•.:r}}:r:•:c:•}';r.}r,.:r ..:.£{i.i•.'•,l•.Y •:.}i.}>:,,i`%+iifi:d.'•`:•^:•$iii: .Sr:..:+..rrr.....:.:.rS:....):. i , f.+.niYr.}}x.+..b:•rfr`.:i:i•}:•:Y:•:r}:sff.::. .,... :::::.�:.,:.::}Y:•?:::::,{•r+. MORTGAGE X ADDITIONAL HSll1R® { LOSS PAYER 'i LOAN/ BLACK dt VEATCH i »y i� AI1rnmew REPRESRNTATIVE ,i A4 ;#33?�>:£';::.::::' ';<+r„f:i,??:l•�t�;i'f{•{fX:?3<i3;+�.>/.!!d'1'r•}';'r':•lrn•?Go::i:'r'4`s�'ifti:rr.•ii.+f/.fi:r+:<3s:f'':::4fi::t}i::;:tYi�S;;;•�•,:?i3:k:•^,.,>:�;Sii:•.. �^ Fn,-ter. .�.... .�.-...... .�.••'. r r� t 7•r�� "'}' tt��,5 S`'.: r t fit)+'` �iJ� �'�'� � >�71�i""�"•� t} t�i "� ! ��1 1 f t�7,�.' �y�'��• ;"l};ti ,�a •} t s t,{�;( u+�-~i� y, 1�1' V Y<s t,��xr+',��"bIN l +z��t t .4,t � t ,i'r�• �'iy.€oJr.ritF' 15! �`t�A`„�,,�•r .c;J�t2 +`t¢, ,- 1 , ” �•�'� i•1��"v�' {'Ysr��,a�'+,.�!r1�ip+{�{At+7 .e�Y ��.• t } I fibgI1` r°i} tt ,x��hc�;yi}��i�xtc RUM •;•"�.'..��,`,"�}?'k�'.;r"S r try,' °<��fimi�;`z�;yZ�t.,°S•�t ;,�7;�'T r:�f ;� ,n�� ' ��°• . . ,•.1�•kt� �"�#+' >�c '�;r �.�kp fit, `§ 5 d'y,"+, a'Y'il. r ' �3 s' ' Ce�` .t: t��y' ,,5 p.�v1',•h str ttr.��l�.fit:a.f >#'. .�°•+&�$.t rrr:r y`A��fti''jt r.. ` } ?: r �,.r.,1s � ..,., r,jt.tr}lm p�. ,�a• v i. k:• ;• ,tt �'+ �.t\ '� i4• X. Q . .. .. , F .ytl'`k'�'F`^6i '°"d3 4 �.��k�F��k^,�e,1;1i4 ..A�+ �•�;• s s�`,: 1 ';'�r,+s�t��.. ,� f."•\.{a: , ISSUE DATE ' CERTIFICATE OF PROPERTY INSURANCE (mm/dd/yy) THIS IS EVIDENCE THAT INSURANCE AS IDENTIFIED BELOW HAS BEEN ISSUED,IS i �•, . IN FORCE,AND CONVEYS ALL THE RIGHTS AND PRIVILEGES AFFORDED UNDER THE POLICY. PRODUCER COMPANY ; I I Code Sub-Code s INSURED POLICY NUMBER ,v EFFECTIVE DATE EXPIRATION DATE (mm/dd/yy) (mm/dd/yy) PROPERTY INFORMATION LOCATION/DESCRIPTION I ' d y. COVCRACaE INFORMATION R' COVERAGES/PERILS/FORMS AMOUNT OF INSURANCE _ DEDUCTIBLE BUILDERS RISWINSTALLATION FLOATER -� All Risk of Physical Damage or Loss to Equipment Insurable value of completed and Materials at or incidental to the Jobske,on work. Completed Value Form. REMARKS(including Special Conditions) 1.Certificate Holder and others identified in the property Insurance paragraph of the Contract Documents are Named Insureds. 2.Waiver of Subrogation against Named Insureds. 3.Any similar Insurance carried by Named Insureds is excess of coverage described hereon. 4.Losses are payable to Owner as fiduciary for the Named Insureds. CANCELLATION THIS POLICY IS SUBJECT TO THE PREMIUMS FORMS.AND RULES IN EFFECT FOR EACH POLICY PERIOD. SHOULD THE POLICY BE TERMINATED OR MATERIALLY CHANGED.THE COMPANY WILL GIVE THE CERTIFICATE HOLDER IDENTIFIED BELOW 60 DAYS WRITTEN NOTICE,AND WILL SEND NOTIFICATION OF ANY CHANGES TO THE POLICY THAT WOULD AFFECT THAT INTEREST,IN ACCORDANCE WITH THE POLICY PROVISIONS OR AS REQUIRED BY LAW i CERTIFICATE HOLDER Name and Address Nature of Interest 1.Black b Veatch, P O.Box 8405, Kansas Coy MO 84114 Attn:Insurance Cartlficate Coordinator X Additional Named Insured 2.Owner, SIGNATURE OF AUTHORIZED AGENT OF THE COMPANY 032993 t'pl•1 It S r L t \ ("` r t�«:;?�'; y 1<.}.f '`}y?.i 6 ist �'r,�,} �3 x. "t .r4 �i 'j%> y •�d . 1'_ `2'. ..,_ _ 1 - ..�i_,.. __ _.._.�1=_�..s � �i �� .._3_ _�\ ._...�_ � ..1'hL: ',1•.� <jl'A�S�1r� aJ ( y < 'lrR y �#..5,�',..K.1...• .'. t ,1. � ., ;,r.i� {' r�A't; l�l. =an.�_r! I�Ay ��*. t.11 i1. ?tY`.?.�,'i,AS �.'t l4�� j35.�J>A,,,t�ti.,. C�=.:9 t�A,'tt tr.:pF K.t+,.'. st � t,.• z r 1 ;i a1 lV,ti, IIt:•�� M•�S� V it it t f J�� I.t'R r �- E t.. fa 1 • IJ J • • J • 4• • J � J t, .f >r� (`} t vt J f e J ..,�\♦ y �,r' i J (} ttrt r! i"17f1 \ c i t ? t t E J t{ R. .1' n•�r.' i'. }4 i 5f.5'i i � ) r :i 1.{..�Si�+,S � f:'i 11.•t �'.i,u�,.l�k,�fr��1,,1. t. �:., .t � r'�'.':?'�,'. A � t 1J1lrV4` ,J°/ y,l? 3 .5 .. + r .5 ,y' .y5 ti 'Y�1 ''q{�','",`,� \,J. .iii .yn �. L11� ..\{' {.,i' g. it. i •;f= . }i?i� t.•YT gr Fii.�rl 9+,5' t ,�f�( �,r s� t''pv, ,r �L;c 1 .Fd. e t�'f,rfr�»t.��1''r�! r..,r};�.,kJJy ,J.�j. f �',tr �!+`{ ;.r �' ,r'.i .� •. �,'� ?,. fi' �"�'.. € - 'f•} � t;•.n ter:.\ "�� 4kl;'�� J ! a. t J �y t��? J,.t ?'t./r li,.� ��tt' 1\ k�•'�> k.z.. ? �7 � t � �J, r 1 +.. t Si 1 t f .1,'* 'it�� 'it JFd.�•M1.l .t,: l3 .yr.• . 5t. ,. '_ f, • ti� �o .j„f r .;. .�'J4'� y i 4 ;".f.. It ��L i ? k i y� !1 .l4. Nk'\!M1rKt1'i ",r>r'1t�„` J+y1Jw f'+}rr a��..)p•/YY sp\, +Sl'*u u!�5 sx, ! rk. r t"ri iw £' Y+'t t `' tt,t st,Yai, f},r A• + t. r S {Tf�?vjp I ix 4i J i i t 1 '. J ( y I.`.. .y (p 9 \,H�f,�r�y.,�z'73'tut?•sv�! MF rc i I..' V '�_`r,�;{. r �lil i ,i'i� .k.a:.:t} t i.•,tn n,e,.�. +i.?��e�'�73' n .q;,• t ��t .,�t4 •:� '";t 4L. `�' 1h �i_5'Sr,�l�`.a'':kr tt ',•t 't � r ( } { ' 1 t.'i�i+r{s�' � Y �t�." '� f s1.r a„i5'3,.�"��J'..�:, r,•*,. ,it.+na�r- 1 �t, era: F: ° +,,�r 1 t,i...1 r_ '144 i.z4+�}.��-r a iw rij"i+z it.a9rr;� .�,�..,.�' 11'j•�{.rr. 3� 1 `h�•1.1 'Jl��a�J4l it r j'y{ i t a !iffti k,t 1 i" "=•.1,11{. 1 • l,.ti�� t'l, / 1 • ' t r�' t •''R'f �` C•fr tt� '!£51k7,,`i„ ,�•.y. drrt�•.,;':1;.•;+'” I`t t ^+ '<rA'i•; .Hv',i:v.�rt W,• .^r. '�„ }�" { �} ]•�F `{1j�i'd<6,.,.,,y:'".3 7 t ;ter t ' p. „�:'r i; 3 "�Rn a� ° �5 �•� 't',I k k'', sytrt "1,Stis s�', .t ,t.q'�i.a;e,.�,��R. _'.t�P" °•Y;' { µ.,. s*j! w e+,r{'�+t,. :fi•'1'» h�{,.r ri' :,;' 1t �! t 'Jtt � yy�`, •,atx`�•f i:•� ;'z!�{s.r�A �iS�}f, j¢..�,t,,,'. r.:��',,�•�,�_djw�Si��`:'w�AfiF,;tn� •�'.�t.5 ) .st}',^P+'+ 't\ i'.,' Stt, 5; ,' s,{ +,:+ �'ti {i s .{,e•= y�t•.,.il�s�fS 'c,•, r:., �•'1 .46s. 7«.•Yf�:, >•7, ., j i 4 ",.r..r 1�i.,�{, (� s S's .i�r 14',r; �t. :r'lt C,�� fi., �t 'st`vr'}•eS' g:r}� ji , 7' 'J,..tr,t: ".r""iJ.r,y{`1'�7r:i`Y, .'S..;l... ,.5., :��.q4:.�,t..,t,.,. 1l' ,�';.�(n,?, i ,•.,.. �i.tr! ;d.sat '�.x t yi`3t y, f .,V ^.'t•n:r.'•.. !4a"w? e "t` ij[ r r .7'' .rt ±.r•.. ..vh„>;.>°.r,+1. •a. .t� t,e�l..r,t,. t •es•! .;' ';,•f,.; 1 , I.:. .,`F'. v .,:t7 r:4).tr tr., Y,i.t,i:st.,C.,t.d.4'ir;}u•ts{,.S i� : ,. �rtS,(�*ta k•�. M,Ii t<` .t' Y%t,�vry.:. •.:S r,l,..r5•l,rF �% �s,^�4K�,Gtj`�{+� 7e7 {' .'t t 'd »:�>i`•�;""ttr} .1,....c'�w'76.t n`y't�EYns, i}�yt, 6..(?. !{'..;: ��'. y k f::•s3 k:iv,,'.,7F:''{7,t ft J n jt [ F!,.r,v,L y�'kt.A ?` ka fR t, ; '1 .\ i P;F}F. .,,,..,: ,.{, ��;k°s_{i°s`"^''a'•'n 4t t.Yc.,,9+.,:p..y�� ;�kd�a F'.hs ,,3'• �ts,.:. , {a.,T,.aJ, £•t... u:¢:�t.Jr :f :1. :r:t .\ ','x',n.u�„�Ct'D c i i”'` ,•}u d�S.<`'`l�ttl,.l•.tya,.xt,�'S'Y i'..�Y �T' .'T��'�� '7 :t: t' ..:1e1�' •a•1t•C�{�7.+tt,r t x,ttT.�, �'.i!?.v•;115 :7`;'!.^r il'`�4y,�{'ly^+,�,+awt ¢+" ;. \ { {. ,pt,tS• ^S t"t^' .I, .�. 't .u i r`.:�'i' .r.r` 'Fs" •s„t', .!l�e+� ,i% 'f• ':S 3fr,.11��??t't+-."t r;j"t ((��.1{ ,t ± ��d1,'�•i`�,•,91j ,1,7{57,.1. :`:'r I 1;r' � +' - .i, p., x�• .i.;•, ,i 1,:S .,. o. ��? �..•^ �,F'i�� ••. ,t.S,.LYM: '�;{�`- :. ? �.�' �k,.3' 7 t t )»��c' t }i r&..,}r ,,{'::' ..;}t•,+},�w'.,tf"r5't ,•r}'A','y?jar ✓4 ;xy` 7j".:,. ,� ,.N �s�l r',�•q+t' r :y:rr,'t.1L. j�',6�"a i � {x�j,,:;it�:'h4. �e",,S1N':T.,#'if .1�.�,4'o-.. �{fl; sS;rt.t>�, ."�fi� 7;•. ,S(' ,�+ .4 1 ,^rJ}� + t. .1, .t•., ,\w. { �� I tl t'�.'# .51` r''1't,,!..r�,t.',7}!'l�,ak,> ei �id;lkf!� iA.:,,&•.4Y+t':7',��?? • $!�r'. �C'�'.'i ��,�.7'��"•�•k`i .'y o•A� 3,,,1 1: �� '� I ":}�S.':' '��, r.i .•jt.::d:., i',''et_ 7 5't,'. ,.! .l',i`.i•S f;'�":2 'Ex 5 t�.`•. }„ ��i, 'z •,n,. .y .,h r�, f} �.dt 4 .!t''�,�r,: ° �(s-'"f• .,�"1� Ut T Y,S y�•�. e�, r.�`;:r .,a�.r;t•,a' +.;�, l;sl•` Sera ��,,>tit �; >v,'�m / r Y it Yw• �1 ,'��r��S�f:s �•'+r ''!�' �5,"` { ,}r;�y�•r:.•:''t"{S'�': .�1n,f,�.. 'k7 h(•. '��•��qqrr 'd.tr. �.tF ��,^,.'�. C�� '?� {i.. M•� iA` «.`•�•� .I.. �`^'�`"Y: a. ',e .�++ n'7. :F .( '` , n,'enpr ,t,a, w ;v fir .7,'�• , •, � '; .i .�tr �J!�ji :;c:air. �i'c`'•. J✓: i t(.s 5. t ,�, ;k ,�„ •�,'F.t{'}. �',,li} .S .S °�3;, *j.,, ..�' �'�� .tr�`:�tpriifti6 tit"rY'' �.,'''( •�'' 4 ,. UY'•S t.,5,1' ; •'�u,�f= .��'>+�� 2�i:.t+„'Sr�. v`, .�' .� - '�•,!: �- ' 'y 3-„ta 44 �ISY:.il7.n,JM►3�Y',,7 r:. t s•f.'s! �>�}�ic. a. +��t,1:qt � t r. �i7'4S`�;i.�.�J�' �nA".. {�} cr`:: �•7.'+,'-49 �r•ti.�ye d5 e.�11en t.�. 5 Y5 a�t.t+�4'S"', t'�.r'2t i. INDEX TO GENERAL CONDITIONS F 'a Article or Paragraph Article or Paragraph Number Number Acceptance of-- p Bonds and Insurance . . . . 5 possible price and tunes change . . . . . . . . . . .4.5.2 .x defective Work . . . . . . . . . . . . 10.4.1, 13.13, 13.15 Authorized Variations in Work . . . . 16, 6.25, 6,27, 9.5 final payment . . . . . . . . . . . . . . . . . . . 9.12, 14.15 Availability of Lands . . . . . . . . . . . . . . . . . . . . 4.1, 8.4 insurance . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Award, Notice of--defined . . . . . . . . . . . . . . . . . 1.25 other Work, Uy CONTRACTOR . . . . . . , . . . . 73 Before Starting Construction . . . . . . . . . . . . . . 25-2.8 ." Substitutes and "Or-Equal" Items . . . . . . . . . 6.7.1 Bid--definition of . . . . . . . . . . . . . . . . . . . . . . . . . 15 h:- ` Work by OWNER . . . . . . . . . . . . . . 25, 6.30, 6.34 (1.1, 1,10, 23,33, 4.2.6.4, 6.13, 11.43, 11.9.1) t Access to the-- . • . . , . Bidding Documents--definition of . . . . . . . 1.6 (6.8.2) , Lands, OWNER and CONTRACTOR Bidding Requirements--definitions of. . 1.7(1.1,4.2.62) responsibilities . . . . . . . . . . . . . . . . . . . . . . . 4.1 Bonds-- x: site, related work . . . . . . . . . . . . . . . . . . . . . . . 72 acceptance of . . . . . . . . . . . . . . . . . . . . .'. . . . . 5 5 �; Work, . . . . . . . . . . . . . . . . . . 13.2, 13.14, 14.9 additional bonds . . . . . . . . . . . . . . . 105, 11.45.9 l' Acts or Omissions--, Acts and Omissions-- Cost of the Work . . . . . . . . . . . . . . . . . . . . 115.4 CONTRAC'T'OR . . . . . . . . . . . . . . . . 6.9.1,9.13.3 definition of . . . . . . . . . . . . . . . . . . . . . . . . . . 1.8 ENGINEER . . . . . . . . . . . . . . . . . . . 6.20,9.133 delivery of . . . . . . . . . . . . . . . . . . . . . . . . . . 2.1,5 OWNER . ¢ . . . . . . . . . . . . . . . . . . . . . . . 6.20, 8.9 final application for payment . . . . . . . . 14.12-14.14 general . . . . . . . . . . . . . . 1.10 5 9.13 105 14.7.6 + Addenda--definition of(also see 8e + + definition of Specifications) . . . (1.6, 1.10, 6.19) 1.1 Performance,Payment and Other . . . . . . . . . . . . 5 '. Additional Property Insurances . . . . . . . . . . . . . . . . 5 Bonds and Insurance--in general.. . . . . . . . . . . . . . . 5 4y� ' . Adjustments Builder's risk "all risk"policy form . . . . . . . . . . . . . 5 Contract Price or Contract Cancellation Provisions, Insurance . . . . . . . . . . . . . . 5 .. Times . . . 15,35,4.1,43.2, 452, 45.3, 9.4,95, Cash Allowances .. . . . . . . . .. . . . . . . . . . . . . . 1L8 102-10.4, 11, 12, 14.8, 15.1 Certificate of Substantial Completion . . L38, 6.30.23, progress schedule . . . . . . . . . . . . . . . . . . . . . . 6.6 14.8, 14.10 ' Agreement-- Certificates of Inspection . . . . . . . . 9.13.4, 135, 14.12 ' .` definition of . . . . . . . . . . . . . . . . . . . . . . . . . . 1.2 Certificates of Insurance . . . . . . . . 2.7,5, 9.13.4, 14.12 All risk insurance, policy form . . . . . . . . . . . . . . . . 5 Change in Contract Price-- ' ` Allowances, Cash 11.8 Cash Allowances 1L8 " Amending Contract Documents . . . . . . . . . . . . . . 35 claim for price adjustment . . . . 4.1,4.2.6, 4S, 6.8.2, Amendment,Written-- 9.4, 95,9.11, 102, 10.5, 112, 13.9, in general . . . . . . . 1.10, 1.45,35, 6.62,6.82, 6.19, 13.13, 13.14, 15.1, 155 . .tl 10.1, 10.4, 11.2, 12.1, 13.122, 14.72 CONT'RACTOR's fee . . . . . . . . . . . . . . . . . . 11.6 �t Appeal, OWNER or CONTRACTOR Cost of the Work intent to . . . . . . . . . . . . . . . . 9.10, 9.11, 10.4, 16.2 general . . . . . . . . . . . . . . . . . . . . . . 11.4-11.7 Application for Payment-- Exclusions to . . ... . . . . . . . . . . . . . . . . . . . . . 115 definition of . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Cost Records . . . . . . . . . . . . . . . . . . . . . . . . 11.7 ENGINEER'S Respond . . . . . . . . . . . . . . 9.9 in general . . . . . . 1.19, 1.44,9.11, 1Q.42, 10.43, 11 final payment . . . . . . . . 9.13.4, 9.135, 14.12-14.15 Lump Sum Pricing. . . . . . . . . . . . . . . . . . . . 11.3.2 in general . . . . . . . . . . . . 2.8, 29,5.6.4, 9.10, 15.5 Notification of Surety. . . . . . . . . . . . . . . . . . . 105 �`.V1: progress payment . . . . . . . . . . . . . . . . . 14.1, 14.7 Scope of . . . . . . . . . . . . . . . . . . . . . . . . 103-10.4 review of . . . . . . . . . . . . . . . . . . . . . . . . 14.4-14.7 Testing and Inspection,Uncovering the Work.. 13.9 s s Arbitration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Unit Price Work . . . . . . . . . . . . . . . . . . . . . . 1L9 Asbestos-- Value of Work . . . . . . . . . . . . . . . . . . . . . . . 113 claims pursuant thereto . . . . . . . . . 45.2, 45.3 Change in Contract T'imes- CONTRACTOR authorized to stop Work . . 4.52 Claim for times adjustment . . .4.1,42-6,4:5, 6.82, definition of . . . . . . . . . . . . . . . . . . . . . . . . . . 1.4 9.4, 95, 9.11, 102, 105, 12.1, 13.9, 13.130 OWNER responsibility for . . . . . . . . . . . 45.1,8.10 13.14, 14.7, 15.1, 155 5 -2- i a �. R"'�,�'r3 r J AN F s�� ftnhii.,Y4n^� >. 5. + �`•Kt .R {, '�^C it S Sad, 'ri, 'K FSU.. ..�. !1 r6 r-;' ��:t.•Y ��7y v�rtt N?�.ih"�;'�•,�lfk%'4.. S 1�� i�''",�.,dF '•�......r . I��`�"'+,'k 'a�rr� �{ J" c�.;,+ Qjt� 'i � �' {, �, y � bYt ��k•3 F i� ,xrJy t''C.7 �t r}Jtn.TR� t�' �i�'�� '+./tl� 2 ..t�, . FS -�,k a• .1F,`hti3"�� f��.C'6. 1 air f, v.S ypr.5�,2 �N f `t�{ 'k��• p� �ttt�h1h"� ''� tr. + "} •q �. ..+, 'Yr 11' ,t t .;', !`i V�'t 1Y 41.f�N �.t 1: k 4.2 ,t5. ^,�.. t •Y31Err: t. ; A�+ } - .t1 'T. �, "�. .�i ~. '� a-•„f.�diy4 7 ^eP. � r :t f ,. .� :.ty� �;��y � F�'•�f ? . fs7t :.SS x ?t�f:M�y'` :F .i .a J[ } �tl y ([`�. M. �i'�f •.P�1 �� r gg�' i ix.,<�;�rn��3�y..ddi3�'�Tji'�'�?.-{iT�l:,u� StS,.,,th rF'jx�r^r-0iy°tilt^,yk i;A�,�!y�,,``{or x`c1 4�t3ri a'� '} {?'}Yi;Z;j��...}}•..6 i''�«a�.*',#�7't't.` PAX fLIN ad t r �5�� r b � �?'Y��G� 'S�� ✓lr a>� "•3�.� ��y{t.1� !rc 5 s} � i� t r � ryy�!�'��"�tpr"1r' � x�{ `�r �'r a � a r, fiSZ; �"%p , r t r 'v.��k j: ra h t9 ��x,�•}r, '��. . :�$ 3i'frn`l,�s e�' ��;4 s .r � r y.�:,j t `k� �t Y •it � XU t.F }yi W�A'7!.n'`I,,`ti 4�.i?' ! a... l,f �+ `.iSi.s t. 4YGAkK�+rt,'ry ystiiAwYY''"� t7�, 1.�. ry 4r Article or Paragraph Article or Paragraph a, Number Number Contractual time limits . . . . . . . . . . . . . . . . 12.2 Decisions on Disputes . . . . . . . . . . . . . . 9.11,9.12 Delays beyond CONTRACTOR's control . . . . 12.3 Dispute Resolution . . . . . . . . . . . . . . . . . . . . . 16 Delays beyond OWNER's and CONTRACTOR's ENGINEER as initial interpreter . . . . . . . . . . 9.11 k control . . . . . . . . . . . . . . . . . . . . . . . . . . . 12.4 Lump Sum Pricing . . . . . . . . . . . . . . . . . . . . 11.3.2 y Notification of surety . . . . . . . . . . . . . . . . . . . 10.5 Notice of . 17.3 Scope of change . . . . . . . . . . . . . . . . . . 10.3-10.4 OWNER's . . . . . 9.4, 9.5, 9.11, 10.2, 11.2, 11.9, 12.1, a Change Orders-- 13.9, 13.13, 13.14, 173 { Acceptance of Defective Work . . . . . . . . . . . 13.13 OWNER's liability insurance . . . . . . . . . . . . . . . 5 4,. Amending Contract Documents . . . . . . . . . . . . 3.5 OWNER may refuse to make payment . . . . . . 14.7 { ' Cash Allowances . . . . . . . . . . . . . . . . . . . . . . 11.8 Professional Fees and Court Costs Included . . 17.5 Change of Contract Price . . . . . . . . . . . . . . . . 11 request for formal decision on . . . . . . . . . . . . 9.11 Change of Contract Times . . . . . . . . . . . . . . . . 12 Substitute items . . . . . . . . . . . . . . . . . . . . . 6.7.1.2 z �� Changes in tr►e Work . . . . . . . . . . . . . . . . . . . . 10 Time Extension . 12.1 CONTRACTOR's fee . . . . . . . . . . . . . . . . . . 11.6 Time requirements . . . . . . . . . . . . . . . . 9.11, 12.1 °G; Cost of the Work . . . . . . . . . . . . . . . . . 11.4-11.7 Unit Price Work . . . . . . . . . . . . . . . . . . . . . 11.9.3 Cost Records . . . . . . . . . . . . . . . . . . . . . . . . 11.7 Value of . . . . . . . . . . . . . . . . . . . . . . . . . . . 113 definition of . . . . . . . . . . . . . . . . . . . . . . . . . . 1.9 Waiver of--on Final Payment . . . . . . . 14.14, 14.15 •}" � emergencies . . . . . . . . . . . . . . . . . . . . . . . . . 6.23 Work Change Directive . . . . . . . . . . . . . . . . . 102 ` ENGINEER's responsibility . . . 9.8, 10.4, 11.2, 12.1 written notice required . . . . . . . . . 9.11, 11.2, 12.1r .r execution of . . . . . . . . . . . . . . . 10.4 Clarifications and Interpretations . . . . 3.6.3, 9.4, 9.11r` k ;` ' x Indemnification . . . . . . . . . . . 6.12, 6.16, 631,633 Clean Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.17 Insurance, Bonds and . . . . . . . . . . . . . . . . 5, 10.5 Codes of Technical Society, Organization or i. OWNER may terminate . . . . . . . . . . . . 15.2-15.4 Association . . . . . . . . . . . . . . . . . . . . . . . . . 33.3 q OWNER's Responsibility . . . . . . . . . . . . . 8.6, 10.4 Commencement of Contract Times . . . . . . . . . . . . 23 ; Physical Conditions-- Communications-- < Y�J�1•• Subsurface and. . . . . . . . . . . . . . . . . . . . . . . . 4.2 general . . . . . . . . . . . . . . . . . . . . . . 6.2, 6.9.2, 8.1 { Underground Facilities . . . . . . . . . . . . . . . 4.3.2 Hazard Communication Programs . . . . . . . . . 6.22 Record Documents . . . . . . . . . . . . . . . . . . . . 6.19 Completion-- n� Scope of Change . . . . . . . . . . . . . . . . . . 103-10.4 Final Application for Payment . . . . . . . . . . . 14.12 Substitutes . . . . . . . . . . . . . . . . . . . . . . 6.73, 6.8.2 Final Inspection . . . . . . . . . . . . . . . . . . . . . . 14.11 Unit Price Work . . . . . . . . . . . . . . . . . . . . . . 11.9 Final Payment and Acceptance . . . . . . 14.13-14.14 value of Work, covered by . . . . . . . . . . . . . . . 113 Partial Utilization . . . . . . . . . . . . . . . . . . . . 14.10 Changes in the Work . . . . . . . . . . . . . . . . . . . . . . 10 Substantial Completion . . . . . . . . . 138, 14.8-14.9 ` Notification of surety . . . . . . . . . . . . . . . . . . . 105 Waiver of Claims . . . . . . . . . . . . . . . . . . . . . 14.15 OWNER's and CONTRACTOR's Computation of Times . . . . . . . . . . . . . . 172.1-17.2.2 responsibilities . . . . . . . . . . . . . . . . . . . . . . 10A Concerning Subcontractors, Right to an adjustment . . . . . . . . . . . . . . . . . 102 Suppliers and Others . . . . . . . . . . . . . . . . 6.8-6.11 5•` Scope of change . . . . . . . . . . . . . . . . . . 103-10A Conferences-- Claims-- initially acceptable schedules . . . . . . . . . . . . . . 2.9 against CONTRACTOR . . . . . . . . . . i . . . . . 6.16 preconstruction . . . . . . . . . . . . . . . . . . . . . . . . 2.8 against ENGINEER . . . . . . . . . . . . . . . . . . . 632 Conflict, Error, Ambiguity, Discrepancy-- against OWNER . . . . . . . . . . . . . . . . . . . . . . 632 CONTRACTOR to Report . . . . . . . . . . 25, 332 Change of Contract Price . . . . . . . . . . . . 9.4, 112 Construction, before starting by xl w� Change of Contract Times . . . . . . . . . . . 9.4, 12.1 CONTRACTOR . . . . . . . . . . . . . . . . . . . . 23.2.7 CONTRACTOR's . . . . . 4, 7.1, 9.4, 95, 9.11, 10.2, Construction Machinery, Equipment, etc. . . . . . . . 6A 11 11.9, IZ1, 14.8, 15.1, 155, 173 Continuing the Work 6.29, 10.4 2, g . . . . . . . . . . . . . . . . . , CONTRACTOR's Fee . . . . . . . . . . . . . . . . . 11.6 Contract Documents-- CONTRACTOR's liability . . . . . . . 6.12, 6.16, 631 Amending . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 Coat of the Work . . . . . . . . . . . . . . . . . 11.4, 115 Bonds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 -3- d 1 f1 �`?�•'�'iSi7l� � e n}Mrt�h�'- "�1,�"�' t . { .,rr .,1 4 t ;. a .�,�.,,�' rrit.�'f��rx• � 5k; w . �,,�� 'x`r`,�x A[ `f Yri if,}.;,�- � i Ws S . i t � ,• �„ �i,f + i�}'� � �S.-Y•��J �}�,,��y,';^S S�:t G�'� .fr t t.., F ,y $ tt .�M• � 3j� }/'1� tj.Ryx y,y�y,��h..,tf;�/yf�'.i .i. , H. •.�,'•i.s� f �1` '7f "t. �� Swt��k �•*��fJ��(''3�YZ�''�C'Ft`� ��tj..4l��i.;�S� �1 � }St r°}�� s: �ti t}1 ir.#Yt•., e St�'svi F�S�j`"['a '"!, i V �L •yi !t, °• ��n r�� r�,t )x.�Jns t,t41;k`�f'.3�i�*'t�,, 'SS+� �,; '` xt 5 c'}.', PY` � .. 'i ..tr .. Y '1 ��Y�Fi�i r '� S,�s �' 3 } .. .. � r T � l� 9�f�i... .r':. i ••:.tie•.x �. `w��.. !"C��ri + :rnw E t tx, � .u5��+., ,"�� 1�a �, S..Y:drJ4�ni"w.:av7tb:iJrritY>� u....r; '"( � L i,#,mkA��"fi .d ,�� Article or Paragraph Article or Paragraph Number Number Cash Allowances . . . . . . . . . . . . . . . . . . . . . . 11.8 Safety and Protection . 43.1.2, 6.16, 6,18,6.21-6.23 Change of Contract Price . . . . . . . . . . . . . . . . 11 7.2, 13.2 Change of Contract Times . . . . . . . . . . . . . . . . 12 Shop Drawing and Sample Review Prior to Changes in the Work . . . . . . . . . . . . . . . 10.4-10.5 Submittal . . . . . . . . . . . . . . . . . . . . . . . . . . 6.24 check and verify . . . . . . . . . . . . . . . . . . . . . . . 2.5 Stop Work requirements . . . . . . . . . . . . . . . 45.2 Clarifications and Interpretations . 3.2, 3.6, 9.4, 9.11 CONTRACTOR'S-- definition of 1.10 Compensation . . . . . . . . . . . . . . . . . . . . 11.1-11.2 ENGINEER as initial interpreter of . . . . . . . . 9.11 Continuing Obligation . . . . . . . . . . . . . . . . . 14.15 ENGINFXR as OWNER'S representative . . . . 9.1 Defective Work . . . . . . . . . . . . . . . 9.6, 13.10-13.14 general . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Duty to correct defective Work . . . . . . . . . . 13.11 Insurance 5 Duty to Report-- Intent tent . . . . . . . : * 3.1-3.4 Changes in the Work caused by mmor variations m �e'Work. . . . . . . . . . . . . . . 3.6 Emergency . . . . . . . . . . . . . . . . . . . . . . 6.23 OWNER'S responsibility to furnish data . . . . . . 83 Defects in Work of Others . . . . . . . . . . . . . . 7.3 OWNER'S responsibility to make Differing conditions . . . . . . . . . . . . . . . . . • 4.2.3 prompt payment . . . . . . . . . . . . 83, 14.4, 14.13 Discrepancy in Documents . . . . 25, 3.3.2, 6.14.2 precedence . . . . . . . . . . . . . . . . . . . . . . 3.1, 333 Underground Facilities not indicated . . . . 43.2 Record Documents . . . . . . . . . . . . . . . . . . . . 6.19 Emergencies . . . . . . . . . . . . . . . . . . . . . . . . . 6.23 Reference to Standards and Specifications Equipment and Machinery Rental, Cost of Technical Societies . . . . . . . . . . . . . . . . . 33 of the Work . . . . . . . . . . . . . . . . . . . . . 11.453 Related Work . . . . . . . . . . . . . . . . . . . . . . . . . 72 Fee-Cost-Plus . . . . . . . . . . . . 11.4.5.6, 11.5.1, 11.6 Reporting and Resolving Discrepancies . . . 25, 33 General Warranty and Guarantee . . . . . . . . . 6.30 Rouse of . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.7 Hazard Communication Programs . . . . . . . . 6.22 Supplementing . . . . . . . . 3.6 Indemnification . . . . . . . . . . . . 6.12, 6.16, 631-633 Termination of GINEER's Employment . . 8.2 Inspection of the Work . . . . . . . . . . . . . . 73, 13,4 Unit Price Work . . . . . . . . . . . . . . . . . . . . . . 11.9 Labor,Materials and Equipment. . . . . . . 63-6.5 variations . . . . . . . . . . . . . . . . . . . . . . . . 3.6, 6.23 Laws and Regulations, Compliance by . . . . . 6.14.1 Visits to Site, ENGINEER's . . . . . . . . . . . . . . 92 Liability Insurance . . . . . . . . . . . . . . . . . . . . . . . 5 Contract Price-- Notice of Intent to Appeal . . . . . . . . . . . 9.10 10.4 adjustment of . . . . . . . 3.5, 4.1, 9.4, 103, 11.2-11.3 obligation to perform and complete the Work 6.30 Change of . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Patent Fees and Royalties, paid for by . . . . . . 6.12 Decision on Disputes . . . . . . . . . . . . . . . . . . . 9.11 Performance and Other Bonds . . . . . . . . . . . . . . 5 definition of . . . . . . . . ... . . . . . . . . . . . . . . . 1.11 Permits, obtained and paid for by• . . . . . . . . . 6.13 Contract Times- Progress Schedule . . . . . . . . . . . . . . . 2.6, 2.8, 2.9' adjustment of . . . . . . . . . . . . 35, 4.1, 9.4, 103, 12 6.6, 6.29, 10.4, 15.2.1 Change of . . . . . . . . . . . . . . . . . . . . . . . 12.1-12.4 Request for formal decision on disputes . . . . . 9.11 Commencement of . . . . . . . . . . . . . . . . . . . . . 2-3 Responsibilities— definition of . . . . . . . . . . . . . . . . . . . . . . . . . 1.12 Changes in the Work . . . . . . . . . . . . . . . . . 10.1 CONTRACTOR.. Acceptance of Insurance . . . . . . . . . . . . . . . . . . 5 Concerning Subcontractors, Suppliers and Others . . . . . . . . . . . . . . . . . . . . . . . 6.8-6.11 Limited Reliance on Technical Data Continuing the Work . . . . . . . . . . . . . . 6.29, 10.4 Authorized . . . . . . . . . . . . . . . . . . . . . . . 4.2.2 CONTRACTOR'S expense . . . . . . . . . . . . 6.7.1 Communications . . . . . . . . . . . . . . . . . . 62, 6.9.2 CONTRACTORs General Warranty and Continue Work . . . . . . . . . . . . . . . . . . . 6.29, 10.4 Guarantee . . . . . . . . . . . . . . . . . . . . . . . 630 coordination and scheduling. . . . . . . . . . . . . 6.92 CONTRACTORs review prior to Shop Drawing or definition of . . . . . . . . . . . . . . . . . . . . . . . . . 1.13 sample submittal . . . . . . . . . . . . . . . . . . . 6.0 May Stop Work or Terminate• . . . . . . . . . . . . 15.5 Coordination of Work . . . . . . . . . . . . . . . . 6.92 provide site access to others . . . . . . . . . . 72, 132 Emergencies . . . . . . . . . . . . . . . . . . . . . . . . 6.23 -4- -"M ........... r�••i{{f t 4 y ski �$ ! 3 R rr .:' Mu 4i j Y �.yy4 kA�d A��st. yf�<1�4 N.�' '�.. •c'� `k ��t � �,��iC��. ��''�k�.w.kwK.wi:Fu+ei�;;..�C t t tia"s�� t $Y: Article or Paragraph Article or Paragraph t ' Number Number ' ENGINEER's evaluation, Substitutes Use of Premises 6.16-6.18 or "Or-Equal" Items . . . . . . . . . . . . • . . 6.7.3 Warranties and guarantees . . . . . . . . • . . 6.5, 6.30 For Acts and Omissions of Others 6.9.1-6.9.2, 9.13 Warranty of Title . . . . . . . . . . . . . . . • . . . • • • 14.3 ' for deductible amounts, insurance . . . . . . . . . . 5 Written Notice Required-- general . . . . . . . . . . . . . . . . . . • . . 6, 7.2, 73,8.9 CONTRACTOR stop Work cr terminate . • 15.5 Hazard Communication Programs . . . . • . . • 6.22 Reports of Differing Subsurface and Physical Indemnification . . . . . . . . . . . . . . . . . . 631-633 Conditions . . . . . . . . . . . . . • . . . . . 4.2.3 as Labor, Materials and Equipment . . . . . . . 6.3-6.5 Substantial Completion . . • • . • 14,8 Laws and Regulations . . . . . . . . . . . . . . . . . 6.14 CONI'RA.CTORS--other . . . . . . . . . . . . . . 7 � Liability Insurance . . . . . . . . . . . . . . • . . . . . . 5 Contractual Liability insurance• . . . . . . . • . . . . . •5, 10 Notice of variation from Contract Documents 6.27 Contractual Time Limits . . . . 12.2 Patent Fees and Royalties . . . . . . 6.12 Coordination • • • • . • • • • • • . ' Permits . . . . . . . . . . . . . . • . . . . . . . . . . . . 6.13 CONTRACTOR's responsibility . . . . . . . . . 6.9.2 Progress Schedule . . . . . . . . . . . . . . . . . . • . 6.6 Copies of Documents , 22 "1 . . . . . . . . . . . . . . . . . . . . . Record Documents . 6.19 Correction Period . 13,1 �:. related Work performed•prior to ENGINEER's Correction, Removal or Acceptance of • • ts, ., approval of required submittals . . . . . . . . 6.28 Defective Work safe structural loading . . . . . . . . . . . . . . . . . 6.18 in general . . . . . . . . . . . . . . . . 10.4.1, 13.10-13.14 e Safe and Protection Acceptance of Defective Work . . . . . . . • • . . 13.13 74.1 Safety 6.20 7.2 13.2 z.l Safety Representative . 6.21 Scheduling he Work , • . • • • , , • , , , , , . . : Correction or Removal of Defective Work 6.30, 13.11 �g 6.9.2 Correction Period . . . . . . . . . . 13.12 _« Shop Drawings and Samples . . . • • . • • • • • • 6.24 OWNER May Correct Defective Work• • • • • Shop Drawings and Samples Review Y . . . . 13.14 � P OWNER May Stop Work . . . . . . . . . • , . • • 13.10 l' by ENGINEER . . . . . . . . . . . . . . . . . . . . 6.26 Cost- Site Cleanliness . . . . . . . . . . . . . . . . . . . . . . 6.17 of Tests and Inspections . . . . . . . . . . . . . . . . 13.4 :r f,�" Submittal Procedures 6,� . . . . . . . . • . . . . . . . . Records Substitute Construction Methods and Cost of the Work-- • • • Procedures 6.7.2 Bonds and insurance,additional . . . . . . . . 11.45.9 Substitutes and Items . . . . . . . . 6.7.1 ' Cash Discounts . . . . . . . . . . . . . . . . . . . . . . 11.4.2 Superintendence . . . . . . . . . . . . . . . . . . . . . . 6.2 CONTRACTOR'S Fee 14.6 Supervision 6.1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . Employee Expenses . . . . . . . . . . . . . . . . . 11.45.1 Survival of Obligations . . . . . . . . . . . . . . . . 6.34 Tdxclusions to . . . . . . . . . . . . . . . . . . . . . . 113 l Taxes . 6.15 General . . . . . . . . . . . . . . . . . . . . . . . . . 11.4-115 r Tests and Inspections . . . . . . . . . . . . . . . . • 135 140me office and overhead expenses . 11.5 To Report . . . . . . . . . . . . . . . . . . . . . . . . • . 2.5 Losses and damages . . .. 11.4.5.6 Use of Premises 6.16-6.18,630.2.4 Materials and equipment . . . . . . . • • • . • • , • 11.4.2 ' Right to adjustment for changes in the Work • 10.2 Minor expenses . xp . . . . . . . . . . . . . . . . . . . 11.4.5.8 right to claim . . . . . . . . 4, 7.1, 9.4, 95, 9.11, 10.2, Payroll costs on changes . . . . . . . . . . . . . . . 11.4.1 'k 112, 11.9, 12.1, 13.9, 14.8, 15.1, 15.5, 173 performed by Subcontractors • . . . . . . . . . . . 11.43 Safety and Protection . 6.20-6.22, 7.2, 13.2 Records 11•7 ' Safety Representative . . . . . . . . . . . . . . . . 6.21 Rentals of construction •equipment • and Shop Drawings and Samples Submittals . . . . • 6.24 Special Consultants machinery . . . . . . . . . . . . . . . . . . . . . . . 11.45.3 . • • • • • • • • • • . . . . . . . . . 11.4.4 Royalty payments, permits and license fees 11.4.53 Substitute Construction Methods and Procedures6.7 Site office and temporary facilities . • • 11.45.2 Substitutes and "Or-Equal"Items, Special Consultants, CONTRACTOR's• . . • 11.4.4 Y Expense . . . . . . . . . . . . . . . . . . . . . . 6.7.1,6.7.2 Supplemental 11.45 Subcontractors, Suppliers and Others . • . . 6.8-6.11 Taxes related to the Work • • • • . Supervision and Superintendence . . . . 6.1,62, 6.21 Tests and Inspection 11.45.4 p . . . . . . . . . . . . . . . . . . . 13.4 w ym T�, Payment by . . . . . . . . . . . . . . . . . . . . 6.15 Trade Discounts . 11.4.2 ti. {r -5- 4�Y -S It ii K• tt 1 ..'p } S f � f � .r r s d 7 t�a151 a f'�3a .8•+�! � " � 0��E tj�ln: ..��l�p,�f r� 1 I t �� s {i f r r e �r s c,..,t _ ),r ,t�f� Yr<rObr�s��t��r(��aT� �� d� } l I� w . t' 75 Fns r Y .tom "1 g f h Ss�jtt"t 3di �y}ti 8R, ,rs rf J� .,,{ s f y, ,, f 1 � 4 r � a Wr t-�'p��.; � `:�7 • I �• old+ � .-�, '.9.. 'i ,s. .'�' �<1 - •i+� "� �y�p1 T�`2'fi l;}"�wyi� J a?)l•.,}i`;{.dry '}.'. , } k'{ YS K '..y�. .r y .}'.i�:"�'�li.:.^.17 t: h � '',�Ctt�`itnit �ll y'}l a t, r �,... ;N,� } 1 r r f K t t yew tr t � its ) 3,ygx l y, � p � ; !. t. ,rr ` '�SS �0,R". ��3%'� �F.,'d 7�,,. ��t''t7. i y •} •�""'�� v4 t} � �r..1r�t k�'?'? 3 � j '� >',e) t n�� r `Y;p. .�iri n �` �,�.� rt F rtf,.. t th°�st�rt..lY'tr�t�'yf" r. yat �'� �� YJ }r '��ia fit?l-•s fi0�.4�' < t,^'4f1T K1 ' rSil. :',Nr ,?.. j� l.f:it ;� kt ..•h. (s 11.�� .�'. 5�i¢�Y €y 7 �i� .��/� $ ��j�1�I� 'j� � -t � t.. ryl•r '. 2 r iF � �: " Article or Paragraph Article or Paragraph Number Number Utilities, fuel and sanitary facilities . . . . . . 11.4.5.7 ENGINEER's Consultant--definition of . . . . . . . . 1.18 Work after regular hours . . . . . . . . . . . . . . . 11.4.1 ENGINEER's— Covering Work . . . . . . . . . . . . . . . . . . . . . . 13.6-13.7 authority and responsibility, limitations on . . . 9.13 Cumulative Remedies . . . . . . . . . . . . . . . . . 17.4-17.5 Authorized Variations in the Work . . . . . . . . . 9.5 Cutting, fitting and patching • . . . . . . . . . . . . . . . . . 7.2 Change Orders, responsibility for . . . 9.7, 10, 11, 12 Data, to be furnished by OWNER . . . . . . . . . . . . 8.3 Clarifications and Interpretations . . . . . . 3.6.3, 9.4 Da definition of . . . . .fi . . . . . . . . . . . . . . . . . . 17.2.2 Decisions on Disputes . . . . . . . . . . . . . . 9.11-9.12 Decisions on Disputes . . . . . . . . . . . . . . . . 9.11, 9.]2 defective Work, notice of . . . . . . . . . . . . . . . . 13.1 defective--definition of . . . . . . . . . . . . . . . . . . . . 1.14 Evaluation of Substitute Items• . . . . . . . . . . . 6.73 defective Work- Liability . . . . . . . . . . . . . . . . . . . . . . . . 6.32, 9.12 Acceptance of . . .. . . . . . . . . . . . . . . 10.4.1, 13.13 Notice Work Is Acceptable• . . . . . . . . . . . . . 14.13 Correction or Removal of• . . . . . . . . . 10.4.1, 13.11 Observations . . . . . . . . . . . . . . . . . . . . . 6.30.2, 9.2 Correction Period . . . . . . . . . . . . . . . . . . . . 13.12 OWNER's Representative . . . . . . . . . . . . . . . . 9.1 in generid . . . . . . . . . . . . . . . . . . . 13, 14.7, 14.11 Payments to the CONTRA(-.TOR, Observation by ENGINEER . . . . . . . . . . . . . . 9.2 Responsibility for . . . . . . . . . . . . . . . . . . 9.9 OWNER May Stop work . . . . . . . . . . . . . . 13.10 14 Recommendation of Payment . . . . . . . . 14.4 14.13 Prompt Notice of Defects . . . . . . . . . . . . . . . 13.1 Responsibilities- Rejecting . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.6 Limitations on . . . . . . . . . . . . . . . . . . 9.11-9.13 Uncovering the Work . . . . . . . . . . . . . . . . . . 13.8 Review of Reports on Differing Subsurface YW Definitions 1 and Physical Conditions . . . . . . . . . . . . . . 4.2.4 Delays . . . . . . . . . . . . . . . . . . . . . •4.1, 6.29, 123-12.4 Shop Drawings and Samples, review Delivery of Bonds . . . . . . . . . . . . . . . . . . . . . . . . . 2.1 responsibility. . . . . . . . . . . . . . . . . . . . . . . . 6.24 Delivery of certificates of insurance . . . . . . . . . . . . 2.7 Status During Construction— Determinations for Unit Prices . . . . . . . . . . . . . . 9.10 authorized variations in the Work . . . . . . . . . 9.5 Differing subsurface or Clarifications and Interpretations . . . . . . . . . . 9.4 Physical Conditions Notice of. . . . . . . Decisions on Disputes . . . . . . . . . . . . . 9.11-9.12 . . . . . . . . . . . . . . . . . . . . 4.23 Determinations on Unit Price . . . . . . . . . . . 9..10 ENGINEER's Review . . . . . . . . . . . . . . . . . 4.2.4 ENGINEER as Initial Interpreter . . . . 9.11-9.12 Possible Contract Documents Change 4.25 ENGINEER's Responsibilities . . . . . . . . 9.1-9.12 Possible Price and Times Adjustments 4.2.6 Limitations on ENGINEER's Authority and Discrepancies - Reporting and Resolving . . . 2.5,332, Responsibilities . . . . . . . . . . . . . . . . . . . . 9.13 6.14.2 OWNER's Representative . . . . . . . . . . . . . . . 9.1 Dispute Resolution . . . . . . . . . . . . . . . . . . . . . . . . 16 Project Representative . . . . . . . . . . . . . . . . . 93 Disputes, Decisions by ENGINEER . . . . . . 9.11_9.12 Rejecting Defective Work . . . . . . . . . . . . . . . 9.6 Documents- Shop Drawings, Change Orders and Copies of . . . . . .. . . . . . Payments . . . . . . . . . . . . . . . . . . . . . . . 9.7-9.9 Record . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.19 Visits to Site . . . . . . . . . . . . . . . . . . . . . . . . . 9.2 Reuse of . . . . . . . . . . .. . . . . . . . . . . . . . . . . . 3.7 Unit Price Determinations . . . . . . . . . . . . . . . 9.10 Drawings--definition of . . . . . . . . . . . . . . . . . . . . 1.15 Visits to Site . . . . . . . . . . . . . . . . . . . . . . . . . Easements . 9.2 . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . 4.1 Written consent required . . . . . . . . . . . . . . 7A 9.1 Effective Date Of Agreement-definition of . . . . . 1.16 Equipment, Labor, Materials and . . . . . . . . . . 6-3-6.5 Emergencies . . . . . .... . . . . . . . . . . . . . . . . . . . . 6.23 Equipment rental, Cost of the Work . . . . . . . • 11.4.5.3 ENGINEER-- Equivalent Materials and Equipment . . . . . . . . . . 6.7 as initial interpreter on disputes . . . . . . . 9.11-9.12 Errors or omissions . . . . . . . . . . . . . . . . . . . . . . 6.33 definition of . . . . . . . . . . . . . . . . . . . . . . . . . 1.17 Evidence of Fhmcial Arrangements . . . . . . . . . . 8.11 Limitations on authority and Explorations of physical conditions . . . . . . . . . 4.2.1 responsibilities . . . . . . . . . . . . . . . . . . . . . . 9.13 Fee, CONTRACTOR's--Costs-plus . . . . . . . I. . . . 11.6 Replacement of . . . . . . . . . . . . . . . . . . . . . . . . 8.2 Field Order-- Resident Project Representative . . . . . . . . . . . . 93 definition of 1.19 -6- WIN !` IR, K 0,ON pm;.*40.1 L i"I IS W }A k frr ��y k' iifFAi�Y:kci�'61s�• i If i, Article or Paragraph Article or Paragraph Number Number ' issued by ENGINEER . . . . . . . . . . . . . . 3.6.1,9.5 Receipt and Application of Insurance Proceeds . 5 Final Application for Payment . . . . . . . . . . . . . 14.12 Special Insurance . . . . . . . . . . • . . . . . . . . . . . 5 Final . Waiver of Rights . . . . . • . . . . . . . . . . . • . . . . . . 5 inspection . . . . . . . . . . . . . . . . . . . . . . . . 1411 Final payment__ Intent of Contract Documents . . . . . . . . . . . . . 3.1-3.4 . 14.13-14.14 interpretations and Clarifications . . . . . . . . 3.6.3, 9.4 ' and Acceptance . . . . . . . . . . . . . . . . . rP �. Prior to, for cash allowances . . . . . . . . . . . . . 11.8 Investigations of physical conditions . . . . . . . . . . . 4.2 u: General Provisions 17.3-17.4 Labor, Materials and Equipment . . . . . . . . . . . 63-65 �? General Requirements— • Lands- ,. ,. - ! definition of . . . . . . . . . . . . . . . . . . . . . . . . . 1.20 and Easements . . . . . . . . . . . . . . . • . . . . . . . . 8.4 `•f': . 4.1, 8.4 principal references to . . . . . . 2.6, 6.4, 6.6-6.7, 6.24 Availability of . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.4 Giving Notice . . . . . . . . . . . . . . . . . . . . . . . . . . . 17.1 Reports and Tests . . . . . . . . . . . . . . . . . . . . . .,i Regulations--Laws or Regulations Laws and Re -- Guarantee of.Work--by ` CONTRACTOR . . . . . . . . . . . . . . . . . 6.30, 14.12 Bonds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Hazard Communication Programs . . . . . . . . . . . . 6.22 Changes in the Work . . . . . . . . . . . . . . . . . . . 10.4 Hazardous Waste- Contract Documents . . . . . . . . . . . . . . . . . . . . 3.1 } definition of 1.21 COMI RACTOR's Responsibilities . . . . . . . . . 6.14 ` general . . . , . . . . . . . 45 . Correction Period, defective Work . . . . . . . . 13.12 . OWNER's responsibility for . . . . . . . . . . . . . . 8.10 Cost of the Work, taxes . . . . . . . . . . . . . . 11.45.4 Indemnification . . . . . . . . . . . . . .6.12, 6.16, 631-633 definition of . . . . . . . . . . . . . . . . . . . . . . 1.22 [ Initially Acceptable Schedules . . . . . . . . . . . . . . . . 2.9 general . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.14 .; Indemnification . . . . . . . . . . . . . . . . . . . 631-633 ,.:. Inspection-- Certificates of . . . . . . . . . . . • . . 9.13.4 13.5 14.12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 =t" lr` , Insurance x` Final . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14.11 Precedence . . . . . . . . . . . . . . . . . . . . . . .., (n 3.1, 333 Special, required by ENGINEER . . . . . . . . . . . 9.6 Reference to . . . . . . . . . . . . . . . . . . . . . . . . 33.1 a r; tai. Tests and Approval . . . . . . . . . . . . . 8.7, 133-13.4 Safety and Protection . . . . . . . . . . . . . . . 6.20, 13.2 '. � �__ Subcontractors, Suppliers and Others.. . . . 6.8-6.11 , . . . . . . . . . . . . . . . . . . • Acceptance of, by OWNER . . . . . . . . . . . . . . 5.14 Tests and Inspections 135 Additional, required by changes Use of Premises . . . . . . . . . . . . . . . . . . . . . . 6.16 in the Work . . . . . . . . . . . . . . . . . . . . . 11.45.9 Visits to Site . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2 ' Before starting the Work . . . . . . . . . . . . . . . . . 2.7 Liability Insurance-- :," Bonds and--in general . . . . . . . . . . . . . . . . . . . . 5 CONTRACTOR's . . . . . . . . . . . . . . . . . . . . . . . 5 Cancellation Provisions . . . . . . . . . . . . . . . . . . . 5 OWNER's . 5 Certificates of . . . . . . . . . . . . 2.7, 5, 9.13.4, 14.12 Licensed Sureties and Insurers• . . . . . . . . . . . . . . . . 5 completed operations . . . . . . . . . . . . . . . . . . . . 5 Liens-- �': CONTRACTOR's Liability . . . . . . . . . . . . . . . 5 Application for Progress Payment . . . . . . . . . 14.2 CONTRACTOR's objection to coverage . . . . . . 5 Contractor's Warranty of Title . . . . . . . . . . . . 143 Final Application for Payment . . . . . . . . . . . 14.12 Contractual Liability . . . . . . . . . . . . . . . . . . . . . 5 deductible amounts, CONTRACTOR'S definition of . . . . . . . . . . . . . . . . . . . . . . . . . 1.23 responsibility . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Waiver of Claims 14.15 Final Application for Payment . . . . . . . . . . . 14.12 Limitations on ENGINEER's authority and Licensed Insurers 5 responsibilities . . . . . . . . . . . . . . . . . . . . . . . . 9.13 . . . . . . . . . . . . . . . . . . . . . . . Notice requirements, material changes . . . . 5, 105 Limited Reliance by CONTRACTOR Authorized 4.2.2• Option to Replace . . . . . . . . . . . . . . . . . . . . . . . 5 Maintenance and Operating Manuals-- other special insurances . . . . . . . . . . . . . . . . . . . 5 Final Application for Payment . . . . . . . . . . . 14.12 • f. OWNER as fiduciary for insureds . . . . . . . . . . . 5 Manuals (of others)-- ' OWNER's Liability • . . . . . . . . . . . . • . . . . . . . . 5 Precedence . . . . . . . . . . . . . . . . . . . . . . . . 33.3.1 .? OWNER's Responsibility . . . . . . . . . . . . . . . . . 8.5 Reference to in Contract Documents . . . . . . 33.1 Partial Utilization, Property Insurance . . . . . . . . 5 Materials and equipment-- �°: Property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 furnished by CONTRACTOR . . . . . . . . . . . . . 63 Ef+ y�•l�`y `p,l !' jux -7- r .......q,% NOR" 'i .�• 4 f.�! $' i s '!-.t fr t r ,i l '" .".c� i§r�''f"e,.'��7��tf �J ! I I' •hh .,�fE yt`t��t J7 ii r{ r's'r.tip,a r .! !ar, f } 1 ! er tNrt. Syr * piy�t�F`��,}y7��W i{�{ ♦• 5 e , X• d. k � ��}Jt�t�i"s�? tiis r lk7tr r ' r' is )" Y �k +atC}It1� JsJi ,r Ott`.6� � t��,`f14��J �*{-'�tt'Y^L� �e'154� t.l�g �M r+tt Y f � � 1�T�, • l t •r l �i r �... t 4 .ft's '1� rt <r}t��fi'�i'�# �� ', �e:),� 4�, �+ J'•.� t '"i Y��, eft? r�y�;�d�. }.�; �' f t� �a t 1�. 1 �.l t ,z r t y d j �t 3.,t.r^ � y,,�,z, yt' ,.Fr t �frf r,y/i,..• ;.•}'.,,`',t''. .a.+i l t ., r�1,;.i" ' ,,s,t,et' ��',', '> ..'�, ,�., ,; � .. r.�� + i �. Y vitt,� �e'fh�x�kl. i p�� S" �W.�� .;s.i �1 ..t ,t];!' ! .. ��zrjF•r Y��1 li`?f tl i;+.y a+��ti�1/AMY �'��'R•i'1��111ilrlll��I�YIm�IR.��'>!�/ft�l��..S'�ItC/1�141� _ Y!, 7.�. j T�rk�( 44 � .a�l�ns fws7}N`��{f:,, t�y�'D.v�; . �t *, krn.c t� d s �� .�^r t • ..t:' +?s'::: : ;�` Article or Paragraph Article or Paragraph Number Number k E not incorporated in Work . . . . . • . • . • . . . • . 142 permits and licenses, requirements . . . . . . . . . 6.13 Materials or equipment--equivalent . . . . . . . . . . . . 6.7 purchased insurance requirements . • . • . . . . . . . 5. Milestones--definition of . . . . . . . . . . . . . . . . . . . 1.24 OWNER's-- .3. Miscellaneous-- Acceptance of the Work . . . . . . • . . . . . . 6.3025 Computation of Times . . . . . • . . . . . . . • . . . . 172 Change Orders, obligation to Cumulative Remedies . . . . . . . . . . . . . . . . . . 17.4 execute . . . . . . . . . . . . . . . . . . . . . . . . . 8.6, 10.4 Giving Notice . . . . . . . . . . . . . • . . . . . . . . . 17.1 Communications . . . . . . . . . . . . . . . . . . . . . . . 8.1 Notice of Claim . . . . . . . . . . . . . . . . . . . . . . . 173 Coordination of the Work . . . . . . . . . . . . . . . 7.4 Professional Fees and Court Costs Included . . 17.5 Disputes, request for decision . 9.11 Multi-prime contracts . . . . . . . . . . . . . . . . . . . . . . . 7 Inspections, tests and approvals . . . . . . . . 8.7, 13.4 ' Not Shown or Indicated . . . . . . . . . . . . . . . . . . 43.2 Liability Insurance . . . . . . . . . . . . . . . . . . . . • . . 5 Notice of-- Notice of Defects . . . . . . . . . . . . . . . . . . . . . 13.1 Acceptability of Project . . . . . . . . . • . . . . . . 14.13 Representative--During Construction, x Award, definition of 1.25 ENGINEER's Status . . . . . . . . . . . . . . . . . . . 9.1 Claim . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 173 Responsibilities-- c Defects . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13.1 Asbestos, PCB's, Petroleum, Hazardous Differing Subsurface or Physical Conditions . 4.23 Waste or Radioactive Material . . . . . . . . . 8.10 Giving . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17.1 Change Orders . . . . . . • . . . . . . . . . . . . . . . . 8.6 ; Tests and Inspections . . . . . . . . . . . . . . . . . . 133 Changes in the Work . . . . . . . . . . . . . . . . . 10.1 a Variation, Shop Drawing and Sample . . . . . . . 6.24 communications . . . . . . . . . . . . . . . . . . . . . . 8.1 =.t Notice to Proceed-- CONTRACTOR's responsibilities . . . . . . . . . 8.9 definition of . . . . . . . . . . . . . . . . . . . . . . . . . 1.26 evidence of financial arrangements . . . . . . . 8.11 giving of . . . . . 23 inspections,tests and approvals . . . . . . . . . . . 8.7 ' Notification to Surety . . . . • • . . . . . . . . . . . . . . . 105 Insurance .. . . . . . . . . . . . . . . . . . . . . . . . . . 85 N. Observations, by ENGINEER . . . . . . . . . . . . 630, 92 lands and easements . . . . . . . . . . . . . . . . . . . 8.4 f Occupancy of the Work . . . . . . . . . . . . 6302-4, 14.10 prompt payment by . . . . . . . . . . . . . . . . . . 83 ' Omissions or acts by CONTRACTOR . . . . . 6.9,9.13 replacement of ENGINEER . . . . . . . . . . . . . 8.2 "Open peril"policy form,Insurance . . . . . . . . . . . . . 5 reports and tests . . . . . . . . . . . . . . . . . . . . . . 8.4 t Option to Replace . . . . . . . . . . . . . . . . . . . . . . . . . 5 stop or suspend Work . . . . . . . . . 8.8, 13.10, 15.1 "Or Equal" Items . . . . . . . . . . . . . . . . • . . . . . . . . 6.7 terminate CONTRACTOR's services . . . 8.8, 15.2 r Other work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 separate representative at site . . . . . . . . . . . . . 93 1 Overtime Work--prohibition of . . . . . . . . . . . . . . . 63 independent testing . . . . . . . . . . . . . . . . . . . . 13.4 OWNER-- use or occupancy of the Acceptance of defective Work . . • . . . . . . . . 13.13 Work 14.10 appoint an ENGINEER . . . . . . . . . . . . . . . . . 8.2 written consent or approval as fiduciary . . • . . . . . . . . . . . . . . . . . . . . . . . . . 5 required . . . . . . . . . . . . . . . . . . . . . 9.1, 63, 11.4 i Availability of Lands, responsibility . . . . . . . . . 4.1 written notice` definition of . . . . . . . . . . . . . . . . . • . . . . . . . 1.27 required . . . . . 7.1, 9.4,9.11, 112, 11.9, 14.7, 15.4 •..; data,furnish . . . . . . . . . . . . . . . . . . . . . . . . . . 83 PCBs-- , May Correct Defective Work . . . . . . . . . . . . 13.14 definition of . . . . . . . . . • . . . . . . . . . . . . . . . 1.29 May refuse to make payment . . . . . . . . . . . . . 14.7 general . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45 #' May Stop the Work . . . . . . . . . . . . . . . . . . . 13.10 OWNER's responsibility for . . . . . . . . . . . . . . 8.10 may suspend work, Partial Utilization-- ? terminate . . . . . . . . . . . . . . . 8.8, 13.10, 15.1-15.4 definition of . . . . . . . . . . . . . . . . . . . . . . . . . 1.28 Payment,make prompt . . . . . . . . . 83, 14.4, 14.13 general . . . . . . . . . . . . . . . . . . . . . . 6.W2-4, 14.10 performance of other Work . . . . . . . . . . . . . . . 7.1 Property Insurance . . . . . . . . . . . . . . . . . . . . . . 5 ah A r� t -8- ac x 1..M•, is iy ��} Z .Y E �'R. r)rt�i h i .il��, ey+• ?,fir �R Y i. d. 77 ' 4 � t'1 7L 3 Article or Paragraph Artici!e or Paragraph [f Number Number Patent Fees and.Royalties . . . . . . . . . . . . . . . . . . 6,12 Preconstruction Conference . . . . . . . . . . . . . . . . . 2.8 a„ Payment Bonds . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Preliminary Matters . . . . . . . . . . . . . . . . . . . . . . . . 2 ` Payments, Recommendation of , . . , . . 14.4-14,7, 14.13 Preliminary Schedules . . . . . . . . . . . . . . . . . . . . . . 2.6 .4'. Payments to CONTRACTOR and Completion-- Premises, Use of . . . . . . . . . . . . . . . . . . . . 6.16-6.18 } s:. Application for Progress Payments . . . . . . . . . 14.2 Price, Change of Contract . . . . . . . . . . . . . . . . . . . 11 CONTRACTOR's Warranty of Title . . . . . . . 14.3 Price, Contract--definition of . . . . . . . . . . . . . . . . 1.11 Final Application for Payment . . . . . . . . . . . 14.12 Progress Payment, Applications for . . . . . . . . . . . 14.2 Final Inspection 14.11 Progress payment--retainage . . . . . . . . . . . . . . . . 14.2 Final Payment and Acceptance . . . . . . 14.13-14.14 Progress schedule, CONTRACTOR's . . . 2.6, 2.8,2.9, �.- general . . . . . . . . . . . . . . . . . . . . . . . . . . . 83, 14 6.6, 6.29, 10.4, 15.2.1 Partial Utilization . . . . . . . . . . . . . . . . . . . . 14.10 Project--definition of . . . . . . . . . . . . . . . . . . . . . 131 } ` Retainage . . . . . . . . . . . . . . . . . . . . . . . . . . . 14.2 Project Representative-- t Review of Applications for Progress ENGINEER's Status During Construction . . . . 93 r Payments . . . . . . . . . . . . . . . . . . . . . . 14.4-14.7 Project Representative, Resident- ? prompt payment . . . . . . . . . . . . . . . . . . . . . . . 8.3 definition of . . . . . . . . . . . . . . . . . . . . . . . . . 133 tF Schedule of Values . . . . . . . . . . . . . . . . . . . . 14.1 prompt payment by OWNER . . . . . . . . . . . . . . . . 83 " Substantial Completion . . . . . . . . . . . . . 14.8-14.9 Property Insurance Waiver of Claims . . . . . . . . . . . . . . . . . . . . . 14.15 Additional . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 ; .:., when payments due . . . . . . . . . . . . . . . 14.4 14.13 general . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 J� withholding payment . . . . . . . . . . . . . . . . . . . 14.7 Partial Utilization . . . . . . . . . . . . . . . . . 5, 14.10.2 Performance Bonds . . . . . . . . . . . . . . . . . . . . . . . . 5 receipt and application of �" .r; Permits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.13 proceeds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Petroleum-- Protection, Safety and . . . . . . . . . . . . . 6.20-6.21, 13.2 , definition of . . . . . . . . . . . . . . . . . . . . . . . . . 1.30 Punch list . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14.11 t;.. `e?: general . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4S Radioactive Material-- 6" OWNER's responsibility for . . . . . . . . . . . . . . 8.10 definition . . . . . . . . . . . . . . . . . . . . . . . . . . . .132 Physical Conditions- general . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.5 Drawings of, in or relating to . . . . . . . . . . . 4.2.1.2 OWNER's responsibility for . . . . . . . . . . . . . . 8.10 ENGINEER's review . . . . . . . . . . . . . . . . . . 4.2.4 Recommendation of Payment . . . . . . 14.4, 14-5, 14.13 existing structures . . . . . . . . . . . . . . . . . . . . 42.2 Record Documents . . . . . . . . . . . . . . . . . . 6.19, 14.12 ` general . . . . . . . . . . . . . . . . . . . . . . . . . . . 42.12 Records, procedures for maintaining . . . . . . . . . . . 2.8 Subsurface and . . . . . . . . . . . . . . . . . . . . . . . . 42 Reference Points . . . . . . . . . . . . . . . . . . . . . . . . . 4.4 Underground Facilities . . . . . . . . . . . . . . . . . . 43 Reference to Standards and Specifications Possible Contract Documents Change . . . . . 42-5 of Technical Societies . . . . . . . . . . . . . . . . . . . 33 _ . Possible Price and Times Adjustments . . . . . 42-6 Regulations, Laws and (or) . . . . . . . . . . . . . . . . . 6.14 >' Reports and Drawings . . . . . . . . . . . . . . . . . 42.1 Rejecting Defective Work . . . . . . . . . . . . . . . . . . . 9.6 i «,. Notice of Differing Subsurface or . . . . . . . . . 423 Related Work-- { Subsurface and . . . . . . . . . . . . . . . . . . . . . . . . 42 at Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7.1-7.3 Subsurface Conditions . . . . . . . . . . . . . . . . 42.1.1 Performed prior to Shop Drawings Technical Data, Limited Reliance by and samples submittals review . . . . . . . . . . . 628 CONTRACTOR Authorized . . . . . . . . . . . 422 Remedies, cumulative . . . . . . . . . . . . . . . . . 17A, 17.5 t Underground Facilities-- Removal or Correction of , ' general . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 43 Defective Work . . . . . . . . . . . . . . . . . . . . . . 13.11 Not Shown or Indicated . . . . . . . . . . . . . . 43.2 rental agreements, OWNER approval Protection of. . . . . . . . . . . . . . . . . . . . . 43, 6.20 required . . . . . . . . . . . . . . . . . . . . . . . . . 11.453 ! Shown or Indicated . . . . . . . . . . . . . . . . . . 43.1 replacement of ENGINEER, by OWNER . . . . . . . 8.2 s Technical Data . . . . . . . . . . . . . . . . . . . . . . 4.22 Reporting and Resolving Discrepancies 2.5, 33.2, 6.14.2 k �4. F+ -¢ j Al ^y�, ��?"�� +'�.��;+1'r '}�Yrrr Ji3 r =1, r i f h t �.� r;,�il�➢�.�r .++ y ��'� . rrliryr #f� � ✓'ii�4 i ra g 7 w, ...r4{' .x{ 4 , t `W 1+• l�.�,?11 1 1 .'tl Jt t .t }1 } ; .� ! i k 1' .�� ht v'{�= t`�4iil,u� 33�t__}��}��ii`=s k�" 3,e�;• 1Hj s �}: 'j* (.,�,��;��'lti;�r;�et4��`arYSry.t{��1JJf;; Yat. { .�f F t i � y � r'71 ,s t t .,J�, � a. �;'�rt,f.j t�'< = ,f1'+�i'i�'k(�{l� .4u P7S{,g, ^d i "'{rur" {.tf S'• d 31(' 7 i .f ... li11Y . j,"r'$ i{"�$?� , �(y, w J } 7 ... .____ - c .`tea_.,_ - -• !3:dwaRY'et„,- 4W 5 �'� +� v �'t�.�'�t'G��i� 'at y �'��F�',rr',,� �r'�'4sc yvT•Fbw a Et yr,„ y.��A s c .,t. ¢ � }4 4 �' 3 ;� ✓2 �j,�E� 5 v r 'i•�'' n. �� f�Sj�d � rj� � l�b�l S e '' f. t{t to'. �c � i� y I t..,,{� �r /� a Y��; f. b 3 �. to �' '6c��•'� p •,wit 3� ,r ^. ;f,.�F;'Y r rq ��F. ! .q •�. h �,F x.,�y .Yy.'2""d'fi!°h`in 0➢) lYL fir, � �l.e,.__a'�. ;4, Article or Paragraph Article or Paragraph Number Number Reports-- Change Orders and•Applications for. . , , . 9.7-9.9 4.2.1 Payments, and . 't and Drawings . . . . . . . . . . . . . . . . . . . . . . . . . 1.35 and Tests, OWNER's responsibility . . . . . . . . . 8.4 definition of . . . . . . . . . . . . 3.6.2 Resident Project Representative-- ENGINEER'S approval of . . definition e .Representative- . . . . . . . . . . . . 1.33 ENGINEER's responsibility for review . . . 9.7, 6.24 4 . 9.3 review procedures . . . . . 2.8, 6.24 provisionfor • • • • • . . . . . . . . . . . . . . . . . . . . . 6.24 Resident Superintendent,•CONTRAC'TOR's . . . . . 6.2 submittal required . . . . . • • • • . • • • • • • , • 6.24 Submittal Procedures . Responsibilities-- . 6 use to approve substitutions . . . . . . . . . . . . . 6.7.3 COY�'I'RACI•QR's--in general . . . . . . . . . . . . . . . . . . . . . . . . . . 4.3.1 .� ENGINEER's--in general . . . . . . . . . . . . . . . . . 9 Shown or Indicated . . . . . . . . . . . . . . . . . . . 7.2, .3.2 Limitations on . . . . . . . . . . . . . . . . . . . . . . 9.13 Site Access . .s . . . . . . . . . . . . . . . . OWNER's--in general . . . . . . . . . . . . . . . . . . . . 8 Site Cleanliness . . . . . . . . . . . . . . . . . 6.17 Retainage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14.2 Site, Visits to-- . . . . . 9.2, 13.2 Reim Reu of Documents . . . . . . . . 3.7 by ENGINEER • . . . . . . . . . . . . . .. . . . . . . . . by others . 13.2 " Review by CONTRACTOR: Shop Drawings . • . . .. . . . . . . . . . 5 and Samples Prior to Submittal . . . . . . . . . . . 6.25 "Special causes of loss"policy form,insurance Specifications- Review of Applications for Progress ' Spedefinition of . . . . . . • • • • • • • • • • • • • • 1• Payments 14.. 14.7 . . . . . . . a. 10,2 of Technical Societies, reference to 33.1 Right to an adjustment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t Rights-of-Way . . . . . . . . . . . . . . . . . . . . . . . . . 4.1 precedence . . . 333 , ` . . . 6.12 Standards and Specifications of Technical ; tRoyalties,Patent Fees and . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33 Safe Structural Loading . . . . . . . . . . . . . . . . . . . 6.18 Societies . . . . . Starting Construction, Before . . . . . . . . . . . . . 2.5 Safety- and Protection . 43.2, 6.16,6.18, 6.20-6.21,7.2, 13.2 Starting the Work . . . . . . . . . . . . . . . . . . , , , , , , . 2.4 general 6.20-6.23 Stop or Suspend Work-- 155 Representative,•CONTRACTOR's . . . . . . . . . 6.21 by CONTRACTOR . . . . . . . . . . . . . . • . • • Samples-- by OWNER . . . . . . . • . 8.8, 13.10, 15.1 �� definition of . . . . . . . . . . . . . . . . . . . . . . . . . 134 Storage of materials and equipment . . . . . 4. 7.2 6.24 Structural Loading, Safety . . 6.18 general . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <' Review by CONTRACTOR . . . . . . . . . . . . . . 6.24 Subcontractor- . . . . . . . . . . 6,24 Concerning . . . . . . . . 6.8-6.11 Review by ENGINEER . . . . . . . . . . . . . . . . . definition of. . . . . 137 jointed Work . . . . . . . . . . . . . . . . . . . . . . . . . 6.24 . . . . . . . . . . . . . . . . . . . . . . . . . 123 submittal of . . . . . . . . . . . . . . . . . . . . . . . . . . 6.24 delays . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f 6.24 waiver of rights . . . . . . . . . . . . . . 6.11 sLibmittal procedures . . . . . . . . 6.8-6.11 Schedule of progress . . . . . . . . .2.6,2.8-2.9,6.6, 6.29, Subcontractors--in general . . . . . . 10.4, 15.2.1 Subcontracts--required provisions . . . 5.11,6.11, 11.43 Schedule of Shop Drawing and Sample S '- 2.6 2.8-2.9 6.24 Applications for Payment . . . . . . . . . . . . . . . . 14.2 Submittals Pe 14.12 Schedule of Values . . . . . . . . . . . . . . 2.6,2.8-2.9, 14.1 Maintenance and operation Manuals . . . . . . Schedules-- Procedures . . .. . . . .. . . . . . . . . . . . . . . . . . 62A Adherence to . . . . . . . . . . . . . . 15.2.1 Progress Schedules . . . . . . . . . . . . . . . . . . 2.6,2.9 ;. , 6.6 Samples . . . . . . . . . . . . . . . . . . . . . ... 6.74 Adjusting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.6, 14.1 Change of Contract Times . . . . . . . . . . . . . . . 10A Schedule of Values . . . . . . . . . . Initially Acceptable . . . . : :. . . . . . . . . . . . 2.8-2.9 Schedule of Shop Drawic$s and . . . . . pommy . 2.6 Samples Submissions . . . . . . . . . . . .. 2.6,2.8-2.9 . . . . . . 6,24 Scope of Changes . . . . . . . . . . . . . . . . . 103.10.4 Shop Drawings . . . . . . . . . . Shop Drawings-- Substantial Completion-- and Samples,general . . . . . . . . . . . . . . . . . . . 6.24 certification of . . . . . . . . . . . . . . 630.23, 14.8-14.9 -10- b U�1 r ! •, �, �Y� j y.� :�'�� T�fi?.sL3P�?�,I� r��"it'� sfi�'',di`.i'�`��i�St�', �5�t>t�ti{% tF` ��..,�. '{1 ,_ru.: .� r ..urn:=.._ � .. . �, .. _._ ._ .. .�'. ,.,... .t.. .�"L..'� � ,•a..� .._'".�..8�'(Lj'�'X.��.�....� .,� ..._.w..x.w..0 r s t'1': �if t,..,,�w .4� '�Y'SYr ': e�-s.� r { zs *r •1 t. . + ` r. a .{.C• N1 3.1� � `. Y d � . i'' r� 7 gt':r^x'� .A�' ,r^ �� `115. ��., t Y t I�`� �� }rtfl"I0M4i�1�Yli11a{k r➢ti..�Rib�♦�RlIlW,7 fi Ib i' t Article or Paragraph Article or Paragraph " Number Number definition of . . . . . . . . . . . . . . . . . . • . . . . . . 138 Suspend Work, OWNER May . . . . . . . . . 13.10, 15.1 r, ..,:. Substitute Construction Methods or Procedures , 6.7.2 Suspension of Work and Termination-- . . . . . . . . . Substitutes and "Or Equal" items . . . . . . . , . . . . . • 6.7 CONTRACTOR May Stop Work or .��: . • . . • . . . . . . . . . 15.5 + G.7.13 Terminate . ' CONTRACTOR'S Expense . . . . . . . . . . . . . . . . . . . . . . . ENGINEER'S Evaluation . . . . . . . . . . . . • . 6.73 OWNER May Suspend Work . . . . . . . . • . . . 15.1 "Or-Equal" 6.7.1 OWNER May Terminate . . . . . . . . . . . .. . . . .15.2-]S.4 �... ' Substitute Construction Methods Taxes-Payment by CONTRACTOR . . . . . . . . . . 6.15 , ,i or Procedures . . • . . . . . . . . . . . • . . . • . . . 6.72 Technical Data ' Substitute Items • . . . . . . . . . . . . . . . • . . . . 6.7.1.2 Limited Reliance by CONTRACTOR . . . . . 4.2.2 subsurface and Physical Conditions-- Possible Price and Times Adjustments . . . . .. 4.2.6 4.2.1.2 Reports of Di Drawings of, in or relating to . . . . . . . . . . . Differing Subsurface and ENGINEER'S Review . . . . . . . . . . . . . . . . . 4.2.4 Physical Conditions . . . . . . . • . . . 4.2.3 4" 4.1 general . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . 4.2 Temporary construction facilities . . . . . . . . . . . . . . Limited Reliance by CONTRACTOR Termination-- Authorised 4.2.2 by CONTRACTOR . . . . . . . . . . . . . . . . . . . . 155 Notice of Differing Subsurface or . . . . . . . by OWNER . . . . . . . . . . . . . . . . . . 8.8, 15.1-15.4 Physical Conditions . 4.2.3 of ENGINEER's employment . . . . . . . . . . . . 8.2 ` Physical Conditions . . 4.2.1.2 Suspension of Work-in general . . . . . . . . . . . . . 15 + ' ? Possible Contract Documents Change . . . . . 4.25 Terms and Adjectives . . . . . . . . . . . . . . . . . . . . . . 3.4re� Possible Price and Tim es Adjustments . . . . 4.2.6 Tests and Inspections- �� ' w'°a Reports and Drawings 4.2.1 Access to the Work, by others . . . . . . . . . . . . � y,.=. . . . . . . . . . . . . . . . . 4,2 CONTRACTOR's responsibilities . . . . . . . . . 13.5 } ' Subsurface and . . . t >` 4.2.1,1 cost of . . . . . . . . . . . . 13.4 Subsurface Conditions at the Site 13.6-13.7y� xa Technical Data . . . . . . . . . . . . . . . . . . . . . 4.2.2 covering Work prior to .tl , :; :, Subsurface Conditions . . . . . . . . . . . . . . . . 42-1.1 Laws and Regulations (or) . . . . . 135 y; `1;-„ Notice of Defects . . . . . . . . . . . . . . . . . . . . . 13.1 Supervision- CONTRACTOR's responsibility . 6.1 OWNER May Stop Work . . . . . . . . . . . . . . 13.10 . . . . . . . . . . . f: OWNER shall not supervise 8.9 OWNER'S independent testing 13•4 �z required b ENGINEER . 9.6 j ENGINEER shall not supervise . 9.2, 9.13.2 special, eq y . . . . . . . . . . Superintendence . . . . . . . .. . . . . . . . . . . . . . . . . . 6.2 timely notice required . . . . . ... . . . . . . . . . . . 13.4 Superintendent, CONTRACTOR's resident . . . 6.2 Uncovering the Work, at ENGINEER's Supplemental costs . . . . 11.45 request . . . . . . . . . . . . . . . . . . . . . . . . 13.8-13.9 :r,✓ . . . . . . . . . . . . . • . . . . - Supplementary Conditions-- Times-- Supplementary definition of . . . . 139 Adjusting . . . . . 6.6 S" principal reference to• . . . . 1.10, 1.18, 2.1, 22, 2.7, Change of Contract . . . . . . . . . . . . . . . . . . . . . 12 ' Y 4.2, 43, 5, 6.8, 6.13, 6.24, 7.4, 85, 8.11, Computation of . . . . . . . . . . . . . . . . . . . . . . . 17.2 ' 93, 9.10, 14.10.2, 14.12, 16 Contract Times--definition of . . . . . . . . . . . . . 1.12 17.2 �> Supplementing Contract Documents . . . . . . . . . . . 3.6 day . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . 12 t ;rat Supplier-- Milestones . . . . . . . . . . . . definition of . . . . . . . . . . . . . . . . . . . . . . . . . 1.40 Requirements-- principal references to . . . . . . . . 3.7, 6.5, 6.8-6-11, appeals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 •0,�, 6.20, 6.1x3, 9.13, 14.12 clarifications, claims and , G; Waiver of Rights . . . . . . . . . . . . . . . . . . . . . . 6.11 disputes . . . . . . , . . . . . . . . . . . . 9.11, 11.2, 12 . . . . . . . Surety commencement of Contract Times . . 2 , ts' ~ . 2.8 f consent to final payment . . . . . . . . . . 14.12, 14.14 preconstruction conference . . . . . . . . . . . . . ENGINEER has no duty to • • . 9.13 schedules . . . . . . . . . . . . . . . . . . . . .2.6, 2.9, 6.6 Notification of . . . . . . . . . . . . . . . . 10.1, 105, 15.2 starting the Work . . . . . . . . . . . . . . . . . . . . . 2.4 r . . . . . . . . . . . . . . . . . . . . . . . 143 qualification of . . . . . . . . . . . . . . 5 Title, Warranty of . ,, . 634 Uncovering Work . . . . . . . . . . . . 13.8.13.9 ' r - Survival of Obligations . . . . . . . . . . . . . . . . . . . . . . . . . . . -11- .r F"7 �'^' ir•`' 3R'S,*'��,,, }_? t •.?° rL};i f�'j.? ?J 1'�t�; •��`Y{�"2'3 r £ ,71 . r r +E + r fit ' r. .'4 ../ }v i +✓� f F`''�fri K F�"�i`R y�.f��Jt�1('� �,t I '�•�� i�� 3 i �. t. v 't � i r. f r. t 6f t 't i �2 N�111�y� �" ��: fr' i '� i7 1��f��k ".-�.Mrti�f�Jsl� t C�t ?'�t 1' 4 x¢ � yr;'Si w t r`� ' �' se ,� x., i inl j b �7 tit �✓•Q �` t, S r3• i J r swd r ,<y , r i r d t F 3 i roK� Ss N 1 rY } l r 14q�j�f Vii' %' kk 1, t H � � !�,�` (x{Ak�. sb �•�a�� Y ` ,' .• {rAhxJ � 4 w v�i rr r ;'r 5 1 + + r E rl i. r -f .t Fk v{ + { A tt ! + Y� �''iM�fiYt u E?5` rb* fir. �t 3a i{ r 5"�Z! R .s'• r r t. ti yTr r' "��y��fi f� 1 K ((,r �•�:��}��'j+,�r t ..e' � t tl 4;�\'t�"� G..' �.�\I ti + 4.. r ` r , t�'i# of�� 5"u•1,�v�ti� f/'�t,`��j °,r yg_{°,�{.R. '..i., d' .r 5*�I�rrri ��a5•�5}. f"�Jt,�;"r;fitx'}. k' .{(.,� . f S. �{ ,11 r 1. ' tr fi i r :: f r �� °fix t�,. ri.� ...•;�k�j`��r�'��+�.�s�tt,"�s",�rt ' � li! .'�y`d,,'`. {. ��,.,+, �,Mn��.a �•v t,�e�' e'a, r �i�a� t.r '� x ,r�r f,.,+ r H rF ..t�� '�:f' i�,i��•`�;�t�.r �,, ',. ''�?i �.4� �i�•r �"'rs.i�� ,hu .L�iJU*r�+�=�':'k{V,,•,f,��i. rJ�y tt rat. S �.�tf i� .r �i p t'-ti.' � i t� k .Y �! •i� 'F n +�"�.1�� ? ,.�. '�"'t ,? t ."�1 'a -�' ,r''; .r 4; � it , .�t J>✓�' .„3. �'�� 'K� ,y„ ..r. 1'y. �t 3 P +. :.. yt -' .r. • .. '.�,_` :�F .t�g�k � v ="f'. t'v�rem�INn/�'MGV�I�� tire,.' - �[ca�orsirmiriv, K.-. ^•. ',4,4 i� {,'•�kf;'�'1�-�1 i k a t.+fir,i•�` +�* •. t. � t :+ � # r �..: " �x +�� f a¢w.kt`3?h~t•� �'��u;�;, }:�"�,z#.'GZ; {�" �'>� �r�Y,4'�a�>x 's`t •rr/tr.�' ,� Wynp: Article or Article or Paragraph Numb Number . 6.29 M1 ' Continuing the . . . . . . . . . . . . . . . . . . . . . . Underground Facilities,Physical Conditions-- 1,41 CONTRACTOR May Stop Work definition of . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1S5 4.3.2 or Terminate Not Shown or Indicated . . . . . . Coordination of . . . . . . . . 7.4 . . • . . . 43, 6.20 . , . . . protection of . . . • 11.4.115 P . . . . . . . . . • . • • . • • • 43.1 Cost of the . . . . . . . . . . . . . . . . . . . . . . . . . 1.43 r Shown or Indicated . definition of • • . . . . . . . . . . . . . . . . 13.14 Unit Price Work by CONTRACTOR . . . . . . . . . . ..:' 11.9.3 neglected e,< • • • • • • • • • • • • • • 7 ,. . . . . . . . . 1.42 other Work . . . . . . . . . . . . . definition of• . . . . . . . . . . . . . . . . . . . . . OEg May Story Work . . . . . . . . . . . . . . 13.10 i<< general . . . . . . . . . . . . . . . . . . . . • 11.9,•14.1, 14.5 nd Work . . . . . . . 13.10, 15.1 Unit Prices-- OWNER May Suspend . . . . . . . . . . . . . 7.1-73 general . . . . . . . . . . . . . . . . . . . 113.1 Related Work at Site . . . • . . . . . . . . . . 2.4 f :. g . . . . . . . . . . . . . . . 9.10 Starting the . . . . . . . . . . . . . . . . . . . ... Determination for . . . . . . b CONTRACTOR . 15.5 Use of Premises . . . . . . . . . . 6.16, 6.18, 6.30.2.4 Stopping y 15,1-15.4 6.13,6.20,7.1-73, 13.2 StoPP�B by OWNER . . . . . . . . . . . utility wners . . . . . . . . . . . . • 1.28,630 Varia d deviation authoriv-'d, ty 2.4 14.10 ti 3.6 Utilization,Partial . . . . • . . . . . . . . . . . . . . ;.: . . . 113 minor . . . . . . . . . . . . . . . . . t Value of the Work . . . . . . . . . . . . . :. . . . . . . . . Work Ch Directive- V s Values, Schedule of 2.6, 2.8-2.9, 14.1 102 ;1 Variations in Work--Minor . . . . . . . claims pursuant•to• . . . . • . . . . • • • . • • • . • . . . 1.44 Authorized . . . . . . . . . . . . . . . . . . . 95 definition of 3.5 3, 10.1-102 'h ' ' ' 9.2 pal references to i. , princi . . . . ¢° Visits to Site--by ENGINEER . . • . . . • • • • • • • • • - ' on Final Written Amendment-- 1.45 }, Waiver of Claims- 14.15 definition of . I . . . . . . . . . . . . . . . . . . . . . . . t Payment . . . . . . . . . . . . . . . • . . . . . . . . 1.10 35,6.6.2, 6.8-2, ' ' � � 5, 6.11 principal references to . . . . . , 7 ,J Waiver of Rights by insured parties . . . . . ... . . 6.19, 10.1, 10.4, 11.2, 121, 13.12.2, 14.72 a' Warranty and Guarantee,General--by Written Clarifications and CONTRACTOR . . . . . . . . . . . . . . . . . . . . 6.30 3.63, 9.4,9.11. . . 143 Interpretations . . . . . . . . . . . . . . . . Warranty of Title, COIV'TItACTC)R's Written Notice Required- Work- . 13,2 by CONTRACTOR . .7.1,9.10.9.11, 10.4, 11.Z 12.1 Access to . . . . . . . . . . . . . . . . . . . . . . . • . . 7 by OWNER . . . . . . . . . 9.10-9.11, 10.4, 11.2, 13.14 .' by others . . . . . . . . . . . . . . . . . . . . Changesin the . . . . . . . . . . . . . . . . . . . . . . . . 10 N`4" f� r J t � _.� 1 4' r r i � �„s.. �• t,.J� �f t� ; z ..... .. �rS� ` .+�.rt�p�. �L.:.�.t�..h''�v.-r's�!. .i'kP. _.s�.��t rT't.' � *'�.� k 4 „c''S 4{s<ch fi� .tit 7 ..} 7lT 4, •t r {, e . „i7^ % ti, i, s'`t% 7 r .f, �S cr �r ya}'t,��yit`�u'! +qr i�rye��3*ga� W t.4st' ti+c k S 5 rr t't... Ffs turf,c .b' �r° 'a'ji, �'",.{�-L 7r, �•'kl 5�� f c t�' F ,l+Y .�4^r: LAs'v7 tt5 �i '1 wv GENERAL CONDITIONS 1.9. Change Order--A document recommended by ENGINEER, which is signed by CONTRACTOR and OWNER and authorizes an addition,deletion or revision p u, ARTICLE 1--DEFIAIITIONS i u the Work, or an adjustment in the Contract Price or the Contract Times,issued on or after the Effective Date , of the Agreement. Wherever used in these General Conditions or in the q other Contract Documents the following terms have the 1.10. Contract Documents--The definition of the c�eanings indicated which are applicable to both the Contract Documents shall be as set forth in the ` singular and plural thereof: Agreement. Shop Drawing submittals reviewed pursuant to Division 1, General Requirements, and the reports 1.1. Addenda--Written or graphic instruments issued and drawings referred to in paragraphs 4.2.1 and 4.2.2 P prior to the opening of Bids which clarify, correct or are not Contract Documents. change the Bidding Requirements or the Contract Documents. 1.11. Contract Price--The moneys payable by OWNER ` }. to CONTRACTOR for completion of the Work in 12. eement--The written contract between accordance with the Contract Documents as stated in the `. Agreement subject to the provisions of paragraph 11.9 OWNER and CONTRACTOR covering the Work to be �' (subject P +,t in the case of Unit Price Work). performed; other Contract Documents are attached to ) ' the Agreement and made a part thereof as provided therein. 1.12. Contract Times--The numbers of days or the dates stated in the Agreement: (i)to achieve Substantial u, Completion, and (ii) to complete the Work so that it is g: 13. Application for Payment--The form accepted by 1? (��) P ENGINEER which is to be used by CONTRAC'T'OR in ready for final payment as evidenced by ENGINEER's requesting progress or final payments and which is to be written recommendation of final payment in accordance accompanied by such supporting documentation as is with paragraph 14.13. required by the Contract Documents. 1.13. CONTRACTOR--The person, firm or 1.4. asbestos--Any material that contains more than corporation with whom OWNER has entered.into the one percent asbestos and is friable or is releasing Agreement. `= asbestos fibers into the air above current action levels established by the United States Occupational Safety and 1.14. defective--An adjective which when modifying Health Administration. the word Work refers to Work that is unsatisfactory, faulty or deficient, in that it does not conform to the LS. Bid--The offer or proposal of the bidder Contract Documents,or does not meet the requirements w ' submitted on the prescribed form setting forth the prices of any inspection, reference standard, test or approval for the Work to be performed. referred to in the Contract Documents, or has been damaged prior to ENGINEER's recommendation of final 1.6. Bidding Documents--The advertisement or payment(unless responsibility for the protection thereof invitation to bid, instructions to bidders, the bid form, has been assumed by OWNER at Substantial Completion and the proposed Contract Documents (including all in accordance with paragraph 14.8 or 14.10). Addenda issued prior to receipt of Bids). V 115. Drawings--The drawings which show the scope, 1.7. Bidding Requirements--The advertisement or extent and character of the Work to be furnished ,end < invitation to bid and the instructions to bidders. performed by CONTRACTOR and which have h.-en prepared or approved by ENGINEER and are refereed 1.8. Bonds--Performance and Payment Bonds and to in the Contract Documents. Shop Drawings are not sy other instruments of security. Drawings as so defined. E R -13- t : � �g Wit•,."7 t"�,'��,'tS u•,� � t5 f,t i ..J r ` �f.r+,S 3r. rr-r >s.t. r t 7t ��,.t 7 .�Gtitl}�� tt t�++,,.i.i� � � D w r �? 7 b�.s:?: t :> c tr r 7 'S , } s R�I; � •�.`i�'f ��t $S at W'V>�� ,� �us`G 1r rl+1'c tt 7 7�i ; �; r. A r t7 PY a5i�N'ti`�%,7?��17�r ka ;u it4 F,.t.�f.kr�� SS�•', t Yt r„ 3L�[ '•('7 f C!S.7r �i4 r % d 1 t..l f �r t'`�Y t ' 1 h�'� �',,� t4 i , pf1dlrR• a 7c t 6 %7r14 ' b R t �f t {� -Yt � ° TY 'Hti LY�'rf.3 �e+� ✓ti- 'R.:} , r f'r `}!j '.:}.;^f Ftl'aV12.�r iirr�yiy rAt tlrn ..f+ tr'.. .:s•: H�']}...�t` ..- zw 1 4r{ � 3'H} KK ^.p-, : .4 � tti .; �rµ,S(rr a�n�+`�rt`;n is{"'y'syk;�!'�?.`;` .+t T rft5i�h. rl ` licy k J��.it��•5-� r 1++ 1.16. Effective Date of the Agreement--The date Times will commence to run and on which ` indicated in the Agreement as which it becomes CONTRACTOR shall start to perform CONTRAC- ''. effective, but if no such date is indicated it means the TOR's obligations under the Contract Documents. ' date on which the Agreement is signed and delivered by k� `t{.. the last of the two pasties to sign and deliver. 1.27. OWNER--The public body or authority, • corporation, association, firm or person'with whom 1.17. ENGINEER--The person, firm or corporation CONTRACTOR has entered into the Agreement and for b named as such in the Agreement. whom the Work is to be provided. ;i'.. �Y 1,18. ENGINEER's Consulta>at--A person, firm or 1.28. Partial Utilization--Use by OWNER of a corporation having a contract with ENGINEER to substantially completed part of the Work for the purpose furnish services as ENGINEER's independent for which it is intended (or a related purpose) prior to professional associate or consultant with respect to the Substantial Completion of all the Work. �Y y Project and who is identified as such in the ' ,. Supplementary Conditions. 129. PCBs--Palychlorinated biphenyls. 1.19. Field Order--A written order issued by 130. petroleumi--Petroleum,including crude oil or any k] ENGINEER which orders minor changes in the Work in fraction thereof which is liquid at standard conditions of < accordance with paragraph 9.5 but which does not in- temperature and pressure (60 degrees Fahrenheit and volve a change in the Contract Price or the Contract 14.7 pounds per square inch absolute), such as oil, Times. petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene,and oil mixed with other non-hazardous wastes i 1.20. General Requirements--Sections of Division 1 of and crude oils. the Specifications. . 131. Project"The total construction of which the 1.21. hazardous waste--The term "hazardous waste" Work to be provided under the Contract Documents may shall have the meaning provided in Section 1004 of the be the whole, or a part as indicated elsewhere in the Solid Waste Disposal Act (42 USC Section 6903) as Contract Documents. amended from time to time. 131 radioactive material--Source,special nuclear, or 1.22. Laws and Regulations;Laws or Regulations--Any byproduct material as defined by the Atomic Energy Act 4 ! and all applicable laws, rules, regulations, ordinances, of 1954(42 USC Section 2011 et seq.) as amended from +1 codes and orders of any and all governmental bodies, time to time. agencies, authorities'and courts having jurisdiction. ` 133. Resident Project Representative--The authorized 1.23. Liens--Liens, charges, security interests or representative of ENGINEER who may be wsigned to encumbrances upon real property or personal property. the site or any part thereof. rt ' 124. Milestone--A principal event specified is the 134. samples--Physical examples of materials, Contract Documents relating to an intermediate �g equipment, or workmanship that are representative of completion date or time prior to Substantial Completion some portion of the Work and which establish the ¢ of all the Work. standards by which such portion of the Work will be judged. 1.25. Notice of Award--The written notice by OWNER to the apparent successful bidder stating that 135. Shop Drawings—All drawings, diagrams, upon compliance by the apparent successful bidder with illustrations, schedules and other data or information �� the conditions precedent enumerated therein,within the which are specifically prepared or assembled by or for time specified, OWNER will sign and deliver the CONTRACTOR and submitted by CONTRACTOR to r Agreement. illustrate some portion of the Work. 1.26. Notice to Procced--A written notice given by 136. Specifications--Those portions of the Contract OWNER to CONTRACTOR (with a copy to Documents consisting of written technical descriptions of ENGINEER) fixing the date on which the Contract materials, equipment, construction systems, standards j -14- `a' �r u` i .c L.:r1' + P+ •.^, �S°'"�'t'fi};' yl.l�'�, � �a �v.�d'�t�'vF ��, t, $��3 y5�,•,�}tY-r%i, r d��r7 ,�ss��,t�`�+��' 5�'G}�k r i 'd "t�,. zl ,r;, ,'th{.�a �.�;��';t�',tr ��✓p t.�2,��,tf; 3;?Ya h. t, i-' s 7 ��'y,"' r '3'�•�� t,,�r. 4i �� .'�: + ��-c {r4�. ' ,�r,�',��,�lt+i3 ,r. �� ,•�¢ Y'Fjxi'`k:A 1,��Y .,.. �e rt t t ' `t � .ac � ., rt:'t� ..'?43 �,1y:��'yit',� �g'q•1 F�'I� � i1 I{ .' �C''h'�T a Kc 3 >u•�, i., and workmanship as applied to the Work and certain includes and is the result of performing or furnishing administrative details applicable thereto. labor and furnishing and incorporating materials and equipment into the construction, and performing or 137. Subcontractor--An individual, firm or furnishing services and furnishing documents, all as corporation having a direct contract with required by the Contract Documents. k;? CONTRACTOR or with any other Subcontractor for the performance of a part of the Work at the site. 1,44, Work Change Directive--A written directive to q;==- CONTRACTOR, issued on or after the Effective Date `. 138. Substantial Completion--The Work (or a of the Agreement and signed by OWNER and 41' spewed part thereof) has progressed to the point recommended by ENGINEER, ordering an addition, where, in the opinion of ENGINEER as evidenced by deletion or revision in the Work, o�r responding to ENGINEER's definitive certificate of Substantial differing or unforeseen physical conditions under which ' Completion, it is sufficiently complete, in accordance the Work is to be performed as provided in with the Contract Documents, so that the Work (or paragraph 4.2 or 4.3 or to emergencies under para- %`' specified part) can be utilized for the purposes for which graph 6.23, A Work Change Directive will not change it is intended;or if no such certificate is issued,when the the Contract Price or the Contract Times,but is evidence Work is complete and ready for final payment as that the parties expect that the change directed or ±` evidenced b ENGINEER'S written tten recommendation for documented by a Work Change Directive will be q' final payment in accordance with paragraph 14.13. The incorporated in a subsequently issued Change Order " terms "substantially complete" and "substantially folio g y p 4 E' y p y wing negotiations b the parties as to its effect if t !' completed"as applied to all or part of the Work refer to any, on the Contract Price or Contract Times asp Substantial Completion thereof, provided in paragraph 10.2. 139. Supplementary Conditions--The part of the 1.45. Written Amendment--A written amendment of z• :t Contract Documents which amends or supplements these the Contract Documents, signed by OWNER and General Conditions. CONTRACTOR on or after the Effective Date of the Agreement and normally dealing with the nonengineering 1.40. Supplier--A manufacturer, fabricator, supplier, or nontechnical rather than strictly construction-related 1 distributor, materialman or vendor having a direct aspects of the Contract Documents. contract with CONTRACTOR or with any Subcontractor m to furnish materials or equipment to be incorporated in the Work by CONTRACTOR or any Subcontractor. ARTICLE 2 -PRELEMINARY MATTERS .: 1.41. underground facilities-All pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels or other such facilities or attachments,and any encasements Delivery of Bonds: containing such facilities which have been installed underground to furnish any of the following services or 2.1. When CO NM�IACTOR delivers the executed i materials: electricity, gases, steam, liquid petroleum Agreements to OWNER, CONTRACTOR shall also products, telephone or other communications, cable deliver to OWNER such Bonds as CONTRACTOR may television,sewage and drainage removal,traffic or other be required to furnish in accordance with the control systems or water. Supplementary Conditions. +} 1.42. Unit Price Work--Work to be paid for on the y. basis of unit prices. Copies of Documents: ' 1.43. Work--The entire completed concoction or the 2.2. OWNER shall furnish to CONTRACTOR up to , various separately identifiable parts thereof required to ten copies (unless otherwise specified in the be furnished under the Contract Documents. Work Supplementary Conditions) of the Contract Documents `k i¢. , SS -15- ^ " / i�' i '�''•-?e f'��:G .} 5. $`�k.41MN.,Min+en+-.-. '*t `T' 1 a J t ��e �✓{ �f G}5,>n 5#( i �! i s� ' � t i Ih' 1t t M I ` ll,�i;,t�y�r I 5r¢ ��1�,�*n a .Exf cr i� a .#:45 6 .�c .•s :i' '.[1 t ' yid``, y tt ' a f St 15�7'r x. .:'� �` .J•'k � 'A i t� 1 .> ,a n� t '�� - f f� ..i'Y � it»t��'}Lc"�! ,`f i{ ..,lr# '�,Ck y�;h,:'4 tYtrily.. f.; i,,,,5. , t.!��".. Ik, ''k - •. .+�' " •' j: A1, t r1��.�fi .)#�+�?1,,��, �'Yr +�t .s fs ' �. ...tY i, __ .. _�_ '�. •- _•_ .., _ _.—._-- -- — '�"' -� - __ _. '- -. .. ... .. _.-._a., .cam......,.a.r.......,...Y.r_ 'QuA L-4 dd cessary for the execution of the completing the various stages of the Work, including as are reasonably 11C any Milestones specified in the Contract Documents; Work. Additional copies will be furnished,upon request, at the cost of reproduction. 2.6.2. a preliminary schedule of Shop Drawing and sample submittals. Commencement of Contract Times; Notice to Proceed: 2.63. a preliminary schedule of values for all of the imes will commence to run On the Work which will include quantities and prices of items 23. 11,10 Contract T aggregating the Contract price and win subdivide the thirti, in sufficient detail to serve eth day after the Effective Date of the Agreement, Work into component Parts or, if a Notice to Proceed is given, on the day indicated as the basis for progreu Payments during construction' it, the Notice to Proceed. A Notice to Proceed may be Such prices win include an appropriate amount Of given at any time within thirty days after the Effective nt will the Contract overhead and profit applicable to each item of Work- Date of the Agreement. In no eve e sixtieth day after run later than th at the site is started, CON. Times commence to 2.7. Before any Work the day of bid op or the thirtieth day after the TRACTOR and OWNER shall each deliver to the other, Effective Date of the Agl.;ement, whichever date is ies to each additional insured identified in the with cop (and certificates of insurance earlier. supplementary Conditions, other evidence of insurance which either of them or any additional insured may reasonably request)which CON- Starting the Work. TRACTOR and OWNER respectively are required to 2.4. CONTRACTOR shall start to perform the Work purchase and maintain in accordance with the Supple- on the date when the Contract Times commence to run, mentary Conditions. site prior to the date but no Work shall be done at the Times commence to run. on which the Contract Preconstruction Conferznce: of Work at the site, a 2.8. Prior to commencement truction: Before Starting Cons preconstruction conference attended by CONTRAC TOR, ENGINEER and others will be held as set forth 2.5. Before undertaking each part of the Work, and compare the in Division 1,Gencrsl Rcquireme'ats' CONTRACrOR shall carefully study Contract Documents and check and verify pertinent figures shown thereon and all applicable fiold measurements. CONTRACTOR shall promptly relx)rt Initially Acceptable Schedules: 6 to ENGINEER any conflict, error, ambiguity in writing 'TOR may discover and 2.9. Unless otherwise provided in the Contract or discrepancy which CONTRAL cation from Documents, at least ten days before submission of the shall obtain a written interpretation or clarifi first Application for Payment, a conference attended by ENGINEER before proceeding with any Work affected R shall not be liable to CONTRACTOR,ENGINEER and others as appropriate thereby-,however,CONTRACTO be held to review for acceptability to ENGINEER for failure to report any con- Will th paragraph OWNER or ENGINEER in accordance wi crepancy in the Contract the schedules submitted flict, error, ambiguity or dis CONTILAC- nts,unless CONTRACTOR knew or reasonably 2.6 and Division 1,General Requirements Docume TOR shall have an additional ten days to make correc- thereof. tions,and adjustments and to complete and resubmit the should have known schedules. No progress payment will be made to CON 2.6. Within ten days after the Effective Date of the R until the schedules are submitted to and ent (unless otherwise specified in Division 1, TRACTO Agreem acceptable to ENGINEER. The progress schedule must CONTRACTOR shall submit to General Requirements) provide for an orderly progreasion of the Work to estones and Contract ENGINEER for review: completion within any specified Mil Times. �cccptance of the schedule by ENGINEER Will 2.6.1. a PrOliminAVY Progress schedule indicating the for the times (numbers of days or dates) for starting and neither impose on ENGINEER responsibility Lt -16- IOU K-4 yy�3 �� r._ � � s.r e �.S t^YiGr •s r /�4 to :ifs t.^'. !�: s ¢,,.Fzr;i�.'.j(l3r t.�3-r�'4 y it"eT �'x a.,:� 4 ';�'.lz,,e:,r'}t +y:- tr ,-ra €). W7., /a t� '. sequencing, scheduling or progress of the Work nor Regulations in effect at the time of opening of Bids. '34; f interfere with or relieve CONTRACTOR from CON- (or, on the Effective Date of the Agreement if there TRACTOR's full responsibility therefor. CONTRAC- were no Bids),except as may be otherwise specifically s :.; TOR's schedule of Shop Drawing and sample sub- stated in the Contract Documents. 5 missions must rovide a workable arrangement for ° A B reviewing and processing the required submittals. 33.2. If, during the performance of the Work, , CONTRACTOR'S schedule of values must conform to CONTRACTOR discovers, any conflict, error, the requirements set forth in Division 1, General ambiguity or discrepancy within the Contract Doeu- ' Requirements. meats or between the Contract Documents and any provision of any such Law or Regulation applicable to the performance of the Work or of any such standard, specification, manual or code or of any instruction of ARTICLE 3—CONTRACT DOCUMENTS: INTENT, any Supplier referred to in paragraph 6.5, AMENDING, REUSE CONTRACTOR shall report it to ENGINEER in writing at once, and CONTRACTOR shall not l proceed with the Work affected thereby(except in an kit Intent: emergency as authorized by paragraph 6.73) until an amendment or supplement to the Contract Documents t 3.1. The Contract Documents comprise the entire has been issued by one of the methods indicated in agreement between OWNER and CONTRACTOR con- paragraph 3.5 or 3.6; provided, however, that corning the Work. The Contract Documents are comple- CONTRACTOR shall not be liable to OWNER or ` mentary; what is called for by one is as binding as if ENGINEER for failure to report any such conflict, y. called for by all. The Contract Documents will be error, ambiguity or discrepancy unless construed in accordance with the law of the place of the CONTRACTOR knew or Project. reasonably should have known thereof. } ; .q y+ 3.2. It is the intent of the Contract Documents to 333. Except as otherwise specifically stated in the y.. describe a functionally complete Project(or part thereof) Contract Documents or as may be provided by to be constructed in accordance with the Contract amendment or supplement thereto issued by one of the 'u Documents. Any Work,materials or equipment that may methods indicated in paragraph 3.5 or 3.6, the provi- ' reasonably be inferred from the Contract Documents or sions of the Contract Documents shall take precedence from re ; p vailing custom or trade usage as being required in resolving any conflict, error, ambiguity or to produce the intended result will be furnished and discrepancy between the provisions of the Contract performed whether or not specifically called for. When Documents and: ' words or phrases which have a well-known technical or construction industry ade try or meaning are used to 3.33.1. the provisions of any such standard, describe Work, materials or equipment, such words or specification, manual, code or instruction (whether r.,. phrases shall be interpreted in accordance with that or not specifically incorporated by reference in the meaning. Clarifications and interpretations of the Contract Documents); or r: Contract Documents shall be issued by ENGINEER as provided in paragraph 9.4. 333.2. the provisions of any such Laws or Regulations applicable to the performance of the Work(unless such an interpretation of the provisions 33. Reference to Standards and Specifications of of the Contract Documents would result in violation Technical Societies; Reporting and Resolving of such Law or Regulation). Discrepancies: No provision of any such standard, specificati on, r 33.1. Reference to standards, specifications, manual,code or instruction shall be eiTective to change manuals or codes of any technical society,organization the duties and responsibilities of OWNER, or association, or to the Laws or Regulations of any CONTRACTOR or ENGNEER, or any of their '• governmental authority, whether such reference be subcontractors,consultants,agents,or employees from s' speck or by implication, shall mean the latest those set forth in the Contract Documents,nor shall it standard, specification, manual, code or Laws or be effective to assign to OWNER,ENG INFER,or any I, -17- 1 16 l:,t '�.h .1-+��t1•,j�t �}�}}jj;tt 2l t Yf ��r'It �7J p i'T'r r r'•.q�+.�, J7 1F�//��t.i'•i.J f :j� i r } 4t 14 L1 �S' Ir t ; f.. 41 C l'.11y jib i!'lrtl t r; yl {',;•�(t�.:�q.j�(:.AI' i �y.,`� 0. rlta�"'y Sa•:z J. p.. .r�+ r t if � v. y y"^c� 7t..:4�'^ t i t . l Nt jt ii 4 §S f! ri"+�""roi' ice' SA{1 �t 4 ypS fjy Ti U r t t tt! th +d t 4 ' �. ?; .1 f t t L.•r i r � '' Z t . 4))) 'C'hf�<!r, �. �,,,..at�'.sF�3t c�',�`✓ 77. t t .7}ry b J a r.' '} .r' I :t}f'(7 J i a'4,t ,txx/ ,?x'{�'• ! r i�x�tpR7r nY raPfTiti7tt'dt! j!b}� 'r.}� z' Jtit I; t y`F 4.�y s .'�{zAiriSf? { !� a 1¢ i7�}7iS1iT +r.+di'rit tt A'i t tt t:t z ! t t.. .tt ',4 is�� ?'t+ • � `` t?'� !•`I is F!'F. ')�'Jx. 'Y rf r 1?11.'s t 3 {c7 ;ty t ft�t4 .,+ � ,I i'F ar 1.!'�• ..'� .y+. �Lf'. '` ry' t3.Jk F �fl�i t L-V ah ['I x h f. � } ihP I .{!.W�.f}+it� 9�t t lry }�;i } C"'>Y7^I r'x �� i S .$- kxjy{�.�}}q 1 { t�. 4jfip h #,JkF�4•i.+>L.t -�-d�w d g.. I�+e J tt;`:. c ;t.r.• - mai y fi•+}.�;( i„),Hi 4 f ji Al 'y${2 i 5�. 1GT {r•Y'RW 5. a 15 "r t m'ir. S yw-"rmavn.u,e,` CCrL..A lri'YL.lLtiP..:Hii�w J 't 3 k�Zt 'z of ENGINEER's Consultants,agents or employees any 3.6.2. ENGINEER'S review of a Shop Drawing or . sample (as set forth in Division 1, General duty or authority to supervise or direct the furnishing 4. or performance of the Work or any duty or authority Requirements), or to undertake responsibility inconsistent with the pro- written "'• visions of paragraph 9,13 or any other provision of the cla fication (purlsuan Rap agraph 9 4)rpretation or Contract Documents. ;r 3.4. Whenever in the Contract Documents the terms =3 c as orda-ed,""as directed,""as required,""as allowed,""as Reuse of Documents: ; .<,. ,.. t approved" or terms of like effect or import are used, or 3.7. CONTRACTOR and any Subcontractor or Sup- the adjectives "reasonable," "suitable," "ameptable,n "proper" or "satisfactory" or adjectives of like effect or plier or other person or organization performing or import are used to describe a requirement, direction, furnishiuog any of the Work under a direct or indirect review or judgment of ENGINEER as to the Work,it is contract with OWNER: (i)shall not have or acquire any intendfd that such requirement, direction, review or title to or ownership rights in any of the Drawings, judgment will be solely to evaluate, in general, the com- Specifications or other documents (or copies of any pleted Work fee compliance with the requirements of thereof)prepared by or bearing the seal of ENGINEER and information in the Contrail Documents and con- or ENGINEER's Consultant,and(ii)shall not reuse any formance with the design concept of the completed of such Drawings, Specifications, other documents or Project as a functioning whole as shown or indicated in copies on extensions of the Project or any other project the Contract Documents (unless there is a specific without written consent of OWNER and ENGINEER .}.;; statement indicating otherwise). The use of any such and specific written verification or adaptation by term or adjective shall not be effective to assign to ENGINEER. 3 ENGINEER any duty or authority to supervise or direct the furnishing or performance of the Work or any duty or authority to undertake responsibility contrary to the provisions of paragraph 9.13 or any other provision of ARTICLE 4—AVAII-ABILITY OF LANDS; the Contract Documents. SUBSURFACE AND PH�CSICAL CONDITIONS; REFERENCE POINTS Amending and Supplementing Contract Documents: a- Availability of Lands: F,..,. 35, The Contract Documents may be amended to provide;for additions, deletions and revisions in the 4.1. OWNER shall furnish, as indicated is the Work or to modify the terms and conditions thereof in Contract Documents, the lands upon which the Work is one or more of the following ways: to be performed,rights-of-way and casements for access thereto, and such other lands which are designated for 35.1. a formal Written Amendment, the use of CONTRACTOR. Upon reasonable written t> i request, OWNER shall furnish CONTRACTOR with a ' 352. a Change Order(pursuant to paragraph 10.4), correct statement of record legal title and legal descrip- F lion of the lands upon which the Work is to be r r or performed and OWNER's interest therein as necessary 353. a Work Change Directive (pursuant to for giving notice of or filing a mechanic's lien against such lands in accordance with applicable Laws and ,. paragraph 10.1). Regulations. OWNER shall identify any encumbrances •j.++� �u 3.6. In addition, the requirements of the Contract or restrictions not.of general application but specifically Documents may be supplemented, and minor variations related to use of lands so furnished with which ` and deviations in the Work may be authorized,in one or CONTRACTOR will have to comply in performing the " more of the following ways: Work. Easements for •permanent structures or ' permanent changes in eadsting facilities will be obtained 3.6.1: a Field Order (pursuant to paragraph 9S), and paid for by OWNER, unless otherwise provided in �x r �k 1+..•t u4 -10- :S`. s;: Vj;+`+`.' -„�;�rJa .�.�`�i��.�°. `t�,s•„•ti'n't�r°'£1'e�J�.o:5+,t '✓t��tary"t7+c::�}. •w o 4fY:�lY�(y {�� "cH.�\:f i'i�AT ra`�t.v�'r�•RYx tf^v3ry+�3�-y.;P7,+4t.�i;�� +�U� 'n ' •�' ,t�';' '19�=i�`�fi�.{:IJi� �M,�."t�� tw'%=1 ""7`'�i�t."i� ii i '� "=`�.,; tip' <� >` ��'' .+�w�; a.�> •�.�b x f ,i �t � 1..�{ .�,}'�'�:�15y`t..;ir•ISM}}^z,�i.�7ttj�r�, . ti �.�, fffilll� �'�yt.dLn `. 'ja, ), ,e. r-4 r:�}.fib I;�n i;A x4. � ;' ,35 '� °.�'' y .!o. .}'^� {j� •4i"a '4{zi + MV ., c 1 "`� tfr y'v�+,''1rC,.ta+@ jtid'}y,'ra+"AY ':ciy: t r �.?.,u�+¢-, la'ri -ie t•�,;i.•r v!3+ l;Yx? ' .Y" c t by- rL7 J? the Contract Documents. If CONTRACTOR and 4.2.23. any CONTRACTOR interpretation OWNER are unable to agree on entitlement to or the conclusion drawn from any "technical data" or any u amount or extent of any adjustments in the Contract such data, interpretations, opinions or information. ° Price or the Contract Times as a result of any delay in OWNER's furnishing these lands, rights-of-way or ease- 4.23. Notice of Differing Subsurface or Physical meets, CONTRACTOR may make a claim therefor as Conditions: If CONTRACTOR believes that any provided in Articles 11 and 12. CONTRACTOR shall subsurface or physical condition at or contiguous to provide for all additional lands and access thereto that the site that is uncovered or revealed either: may be required for temporary construction facilities or storage of materials and equipment. 4.2.3.1. is of such a nature as to establish that any "technical data" on which CONTRACTOR is 42. Subsurface and Physical Conditions: entitled to rely as provided in paragraphs 4.2.1 and. 4.2.2 is materially inaccurate, or 4.2.1. Reports and Drawings: Reference is made to ' the Supplementary Conditions for identification of: 4.23.2. is of such a nature as to require a change ' in the Contract Documents, or ' 4.2.1.1. Subsurface Conditions: Those reports of explorations and tests of subsurface conditions at or 4.2.3.3. differs materially from that shown or t` contiguous to the site that have been utilized by indicated in the Contract Documents, or ENGINEER in preparing the Contract Documents; and 4.23.4. is of an unusual nature, and differs } materially from conditions ordinarily encountered i 4.2.1.2. Physical Conditions: Those drawings of and generally recognized as inherent in work of the I physical conditions in or relating to existing surface character provided for in the Contract Documents; or subsurface structures at or contiguous to the site then (except underground facilities) that have been utilized by ENGINEER in preparing the Contract CONTRACTOR shall,promptly after becoming aware Documents. thereof and before further disturbing conditions Kv affected thereby or performing any Work in connection 4.2.2, Limited Reliance by CONTRACTOR therewith (except in an emergency as permitted by Authorized; Technical Data: CONTRACTOR may paragraph 6.23), notify OWNER and ENGINEER in rely upon the general accuracy of the"technical data" writing about such condition. CONTRACTOR shall ' contained in such reports and drawings, but such not further disturb such conditions or perform any reports and drawings are not Contract Documents. Work in connection therewith (except as aforesaid) Such"technical data"is identified in the Supplementary until receipt of written order to do so. Conditions. Except for such reliance on such technical data,CONTRACTOR may not rely upon or make any, 4.2.4. ENGINEER's Review: ENGINEER will claim against OWNER, ENGINEER or any of promptly review the pertinent conditions, determine ENGINEER's Consultants with respect to: the necessity of OWNER's obtaining additional ex- ploration or tests with respect thereto and advise 4.2.2.1, the completeness of such reports and OWNER in writing(with a copy to CONTRACTOR) '�.. drawings for CONTRACTOR'S purposes,including, of ENGINEER'S findings and conclusions. but not limited to, any aspects of the means, methods, techniques, sequences and procedures of 4.25. Possible Contract Documents Change: If construction to be employed by CONTRACTOR ENGINEER concludes that a change in the Contract and safety precautions and programs incident Documents is required as a result of a condition that thereto, or meets one or more of the categories in paragraph 4.23,a Work Change Directive or a Change 42.22, other data, interpretations, opinions and Order will be issued as provided in Article 10 to . information contained in such reports or shown or reflect and document the consequences of such r indicated in such drawings, or change. i. k(' -19- 1 16 5 ✓ y t. t t ¢a �Si4ti t 'r y� ;`!sit{i l ' it E. :iL a• "'1 ':Y t �'t } s d S r 3 t-r 5 L i KS 4 4 4c'1 f s r J e k4 l ,J� + '..:, .. �5�.,} ,r4+'t'�4�r.,1 l7`.�7�Sf i. 'i .•'f. : } tit e?tir3,.., :, :�.,+ ;t' ..t. 4 �'S. �. ,r 4>�i 'k! r`� .•s rb4',i i4 ��k6i1��' r,r � r � ��a Z' .,,.,.,,,,,.,.�.. Q J .l r e � ��r"�.�t.,.yx�+ .t, J '4# t} 411tr aid t` T rr;� � .s �'��i�•t � 1J a<<t�l.#ytd t t ` �fi 7 �"'S`!f✓2 z ,�v t xt Yt- y ,b2S";.zees^ J.'7��r ,. ��3'S� AV,s"t.•,s 14y!i t rt., ��J'�,is. , l }(^:' �tr ' t� s ltj5,..' /f�(e.7{'tkJ s:F i ;i1 tK 4 f },t pi y t'+.,;�c Kt ti't.� 5� }7 �Z' r ftv '��r xt iy,J.i Yy + Y•t ,b } YA�r'dr� �'� ]7�1 pd:� +h.�s� i (V 1'Sy F,jb`c�c*S ir!M7��.F9 ttt., i+. } ,` �r ^,•f r. .£, ' ;;11pp;; , ,r, s l;�r^'t ++`ti+;��s's yts, si corer ?$�(.,+i�1�, t isy��;tY,„s<-rt,i�� t}4+41�}ktvj�t�++ h+¢,!� .A lx °�:�.tltt „{i•(�.y y;v^f•';?,��'' `t,"•..3w}.,``+' .n 'v��cv. i f. ..', s, tri rt,,as+lt.�rF t;:t V :•„' 7 fits } i;!" `'•ja^ r t jrVlt !•. S ". %+1011� t � n ti 5�t� }'t.'� m�`YS#s'31>faa::rL'1:.(.il'''S {;rji,�,,ifr x4?lid, I E �, i <yr; 42.6. Possible Price and Times Adjustments: An be liable to CONTRACTOR for any claims, costs, equitable adjustment in the Contract Price or in the losses or damages sustained by CONTRACTOR on or Contract Times, or both, will be allowed to the extent in connection with any other project or anticipated ` that the existence of such uncovered or revealed con- project. dition causes an increase or decrease in CONTRAC- TOR's cost of, or time required for performance of, the Work; subject, however, to the following: 43. Physical Conditions--Underground Facilities: 4.2.6.1. such condition must meet any one or more 4.3.1. Shown or Indicated: The information and of the categories described in paragraphs 4.2.3.1 data shown or indicated in the Contract Documents through 4.23.4, inclusive; with respect to existing underground facilities at or contiguous to the site is based on information and data n 4.2.6.2. a change in the Contract Documents furnished to OWNER or ENGINEER by the owners , pursuant to paragraph 4.2.5 will not be an automatic of such underground facilities or by others. Unless it authorization of nor a condition precedent to is otherwise expressly provided in the Supplementary entitlement to any such adjustment; Conditions: 42-63. with respect to Work that is paid for on a 43.1.1. OWNER and ENGINEER shall not be unit price basis, any adjustment in Contract Price responsible for the accuracy or completeness of any will be subject to the provisions of paragraphs 9.10 such information or data; and and 11.9; and "y= 43.12. The cost of all of the following will be 4.2.6.4. CONTRACTOR shall not be entitled to included in the Contract Price and CONTRACTOR any adjustment in the Contract Price or Times if, shall have full responsibility for: (i) reviewing and ' checking all such information and data, (ii) locating } 42.6.4.1. CONTRACTOR knew of the all underground facilities shown or indicated in the existence of such conditions at the time Contract Documents, (iii) coordination of the Work CONTRACTOR made a final commitment to with the owners of such underground facilities OWNER in respect of Contract Price and during construction, and (iv) the safety and Contract Times by the submission of a bid or protection of all such underground facilities as becoming bound under a negotiated contract; or provided in paragraph 6.20 and repairing any x damage thereto resulting from the Work. 4.2.6.42. the existence of such condition could reasonably have been discovered or revealed as a 432. Not Shown or Indicated: If an underground result of any examination, investigation, facility is uncovered or revealed at or contiguous to the exploration, test or study of the site and site which was not shown or indicated in the Contract contiguous areas required by the Bidding Documents, CONTRACTOR shall, promptly after Requirements or Contract Documents to be becoming aware thereof and before further disturbing conducted by or for CONTRACTOR prior to conditions affected thereby or performing any Work in CONTRACTOR's making such final commitment; connection therewith (except in an emergency as or required by paragraph 6.23),identify the owner of such underground facility and give written notice to that 42.6.43. CONTRACTOR failed to give the owner and to OWNER and ENGINEER. written notice within the time and as required by ENGINEER will promptly review the underground paragraph 423. facility and determine the extent, if any, to which a change is required in the Contract Documents to re. If OWNER and CONTRACTOR are unable to agree flect and document the consequences of the existence on entitlement to or as to the amount or length of any of the underground facility. If ENGINEER concludes such equitable adjustment is the Contract Price or that a change in the Contract Documents is required, Contract Times, a claim may be made therefor as a Work Change Directive or a Change Order will be provided in Articles 11 and 12. However, OWNER, issued as provided in Article 10 to reflect and ENGINEER and.ENGIN1iEER's Consultants shall not document such consequences. During such time, Adak r _20. r`• �, c£�:A. .�,. do e j3;o"'�r � a t f n h y }{, r�'4 r ➢�kR 1+;y YY �#L � ;`r spi �� • S k,v7d aI l S},tr�rlNgxt yid{Q"c1 trr^J14�'4j Q c '' t•^� M1t}.5 r ''^ dk�rx,'° l,t�J+'F i �➢: .cxi:. { fa � �f`� r��ia'';'�i", '�' � 'v{.rte^, r �1 '��.��jh,Y na "�♦k' 'stt',` �i". _ t 3. �Ir7k. y L-r i Y M M .tiy•rft ,d,•i}(L..:. .i kl of y+ y � y➢. vi, # �7 h'�i�l Aav .s is�,� 3� jYd• ti.�y+ � �h{� y�� l.tt� 4G 5,f�f mf.t ' SSpi., ,,4h/ C S 7F+b4 b�N K b ♦, `�grctF.,�^Ft.,.r= r 4 'ri r +n { ♦r/t� r �'��{ � _ X,, ssE 1 ''F i ��t•e r ��a:�` e5` .fit '�,S.4+p,i'4•ee�r{�li,��{!"�:yii�° ' ?z �',ttaYT r1f (azpG>7� r'tU S�4 xY rt t �r rr }t i.�U*;dd��t��'F. r• . �' •' e Y�'``.N ;- �>u� 5' xS.Sg r t.. �� } t , �""�� I '" 3 FY a ) } { <7„X ¢g�f:��1 r , i� ,* CONTRACTOR shall be responsible for the safety materials brought to the site by CONTRACTOR, and protection of such underground facility as Subcontractor, Suppliers or anyone else for whom provided in paragraph 6.20. CONTRACTOR shall be CONTRACTOR is responsible. allowed an increase in the Contract Price or an extension of the Contract Times,or both,to the extent 4.5.2. CONTRACTOR shall immediately: (i) slap that they are attributable to the existence of any all Work in connection with such hazardous condition underground facility that was not shown or indicated and in any area affected thereby (except in an in the Contract Documents and that CONTRACTOR emergency as required by paragraph 6. and (er k'F did not know of and could not reasonably have been notify OWNER and ENGINEER (and thereafter expected to be aware of or to have anticipated. if confirm such notice in writing). OWNER shall OWNER and CONTRACTOR,are unable to agree on promptly consult with ENGINEER concerning the entitlement to or the amount or length of any such necessity for OWNER to retain a qualified expert to s adjustment in Contract Price or Contract Times, evaluate such hazardous condition or take corrective CONTRACTOR may make a claim therefor as action, if any. CONTRACTOR shall not be required ,. provided in Articles 11 and 12. However, OWNER, to resume Work in connection with such hazardous 1 ENGINEER and ENGINEER's C.onsultant:s shall not condition or in any such affected area until after be liable to CONTRACTOR for any claims, costs, OWNER has obtained any required permits related losses or damages incurred or sustained by thereto and delivered to CONTRACTOR special CONTRAC'T'OR on or in connection with any other written notice: (i) specifying that such condition and r M.r project or anticipated project. any affected area is or has been rendered safe for the resumption of Work, or (ii) s e any special ?s� { conditions under which such Work may be resumed pt. Reference Points: safely. If OWNER and CONTRACTOR cannot agree as to entitlement to or the amount or extent of an - ' 4.4. OWNER shall provide engineering surveys to adjustment,if any,in Contract Price or Contract Timesu ` . establish reference points for construction which in as a result of such Work stoppage or such special a ENGINEER's judgment are necessary to enable conditions under which Work is agreed by •,;,_,�;, CONTRACTOR to proceed with the Work. CON- CONTRACTOR to be resumed, either party may tl� '7{�Ra'� : TRACTOR shall be responsible for laying out the Work, make a claim therefor as prorided in Articles 11 and r, shall protect and preserve the established reference 12. ?' points and shall make no changes or relocations without 41: the prior written approval of OWNER. CONTRAC- 453. If after receipt of such special written notice ` TOR shall report to ENGINEER whenever any ref- CONTRACTOR does not agree to resume such Work ` erence point is lost or destroyed or requires relocation based on a reasonable belief it is unsafe, or does not because of necessary changes in grades or locations,and agree to resume such Work under such special shall be responsible for the accurate replacement or conditions, then OWNER may artier such portion of relocation of such reference points by professionally the Work that is in connection with such hazardous qualified personnel. condition or in such affected area to be deleted from the Work. If OWNER and CONTRACTOR cannot �;.. egret as to entitlement to or the amount or extent of 45. Asbestos,PCBs, Petroleum, Hazardous Waste or an adjustment, if any, in Contract Price or Contract Radioactive Material: Times as a result of deleting such portion of the Work, b then either party may make a claim therefor as .M -0P' 45.1. OWNER shall be responsible for any provided in Articles 11 and 12. OWNER may have asbestos, PCBs, petroleum, hazardous waste or such deleted portion of the Work performed by 5 radioactive material uncovered or revealed at the site OWNER's own forces or others in accordance with which was not shown or indicated in Drawings or Article 7. it Specifications or identified in the Contract Documents 4 to be within the scope of the Work and which may 45.4. To the fullest extent permitted by Laws and present a substantial danger to persons or property Regulations, OWNER shall indemnify and hold exposed thereto in connection with the Work at the harmless CONTRACTOR, Subcontractors, ENGI- site„ OWNER shall not be responsible for any such VEER, ENGINEER'S Consultants and the officers, l'F' yy �4Yu 1*j'/.11 � •21- ;i, ;r y�' S 3 �flt �•..�,� X � t ss'� i r f ( >•x r Q tr E tC r }47{Y 'h h I q �C+n�h d• �1. ,�t rx{H!'.�xy h � .z��^ � tt. s '.t t t s . tl;:� a,t,?�' trio* i�x'Sk��s��.'*+X{,,��,il' � � {G's7 iiq� e ty,� „r1 d FS,y . i1 "aT:V A��1k`{ ��.�,AT S F,nx 4s t Y !s t is 4i,+ y r' .'d r -t 't1`�i rY � {(•rX�'�tit �r4f��Y.fXt r �, Y, t41 tu.: ',r5y '.;;Yr r�'�;brult . R 1' , • Z t #:Y 1 t s �5y, tt t.. •xw�( .:t ....y �.'., ad°' ��i 1;�. 3 .9yc,^ � '.:�Zi v - ;. 1 1}'t rl 5 r �< t tr�' z r x �.. �.t.r �,t1.S. 1 11� Zx,� j. i directors, employees, agents, other consultants and 6.2. CONTRACTOR shall keep on the Work at all subcontractors of each and any of them from and times during its progress a competent resident against all claims,costs,losses and damages arising out superintendent,who shall not be replaced without written of or resulting from such hazardous condition, notice to OWNER and ENGINEER except under provided that: (i) any such claim,cost,loss or damage extraordinary circumstances. The superintendent will be is attributable to bodily injury, sickness, disease or CONTRACTOR's representative at the site and shall death, or to injury to or destruction of tangible have authority to act on behalf of CONTRACTOR. All property (other than the Work itself), including the communications given to the superintendent shall be as r loss of use resulting therefrom, and(ii) nothing in this binding as if given to CONTRACTOR. 4 subparagraph 4.5.4 shall obligate OWNER to indemnify any person or entity from and against the consequences of that person's or entity's own Labor, Materials and Equipment: negligence, 63. CONTRACTOR shall provide competent,suitably 4.55. The provisions of paragraphs 42 and 43 are qualified personnel to survey, lay out and construct the �! not intended to apply to asbestos, PCBs, petroleum, Work as required by the Contract Documents. hazardous waste or radioactive material uncovered or CONTRACTOR shall at all times maintain good revealed at the site. discipline and order at the site. Except as otherwise required for the safety or protection of persons or the Work or property at the site or adjacent thereto, and except as otherwise indicated in the Contract n ARTICLE 5—BONDS AND INSURANCE Documents, all Work at the site shall be performed ; during regular working hours and CONTRACTOR will not permit overtime work or the performance of Work Bond and insurance requirements are covered in the on Saturday, Sunday or any legal holiday without {ti Supplementary Conditions. Paragraphs 5.1 through 5.15 OWNER's written consent given after prior written .not used. notice to ENGINEER. 6.4. Unless otherwise specified in Division 1, General Requirements,CONTRAC'T'OR shall furnish and assume 1 ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES full responsibility for all materials, equipment, labor, !s1 transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, Supervision and Superintendence: water,sanitary facilities,temporary facilities and all other facilities and incidentals necessary for the furnishing, 6.1. CONTRACTOR shall supervise, inspect and performance, testing, start-up and completion of the direct the Work competently and efficiently, devoting Work. such attention thereto and applying such skills and j expertise as may be necessary to perform the Work in 6.5. All materials and equipment shall be of good accordance with the Contract Documents. quality and new, except as otherwise provided in the CONTRACTOR shall be solely responsible for the Contract Documents. All warranties and guarantees means, methods, techniques, sequences and procedures specifically called for by the Specifications shall expressly of construction, but CONTRACTOR shall not be run to the benefit of OWNER. If required by responsible for the negligence of others in the design or ENGINEER,CONTRACTOR shall furnish satisfactory specification of a specific means, method, technique, evidence (including reports of required tests) as to the ' sequence or procedure of construction which is shown or kind and quality of materials and equipment. All indicated in and expressly required by the Contract materials and equipment shall be applied, installed, Documents. CONTRACTOR shall be responsible to see connected, erected, used, cleaned and conditioned in that the completed Work complies accurately with the accordance with instructions of the applicable Supplier, { Contract Documents. except as otherwise provided in the Contract Documents. 1 -22. .t .. {. . .r.Vr,;1s��YY`�"ie y6•",df'.tAys4t.'ta'Hi •'�{ 'r 1F S}'L •1 + 1+ . c j4 ;1A. 'f`{fir 59X ` rt 7 (:` t 4 f f ll n t3� Y A � flttY �T 4; t. J t q p { •'&• .F �, i !I-�' ik �-. F F`'•'"°^ �,�? t!M1s ' 4 t.r �f'1 f'°4' ice, ° 'F ay 1 �}i, k !1 ti�� ♦Ert f ixa!1 }'Lrra ��t-�,' a 1 '� "a'� at�eG�}' 9N ,z it t t ..""�� a c' k�c �, � `z'�u tfi"�n :'�•( �C 5� `�'u j r0'''%f'<, Z al �6s{. r� } x4, _f,�y> •$�{ttJ' +:�1 a xa�N 5j�j1h`irt 4} 1 �'.t�.•Ugt 4�ai '�'.7�,�'irS$.r�1�{5+ Q�,.,,�. '��''g1,�Iq (�t'�, �' YY •y+,'1",�'2+�� ' rY `, mw t"`c�'g • �� +�'`�-a t i t 'S N s gi}1c � r �'t 't � � t. ! t.r tv�rt. �.R 7 � !f t r�•��} c f � .#' •.:�':.. .}I� -r�a!,,.�s,�1 a3 >�fi�y��nG � t x�z�+tai � �N d�,'�f•.�tlL�1ri�kGa �"j',t..itii��i,t ��y'4 F,.,rr. �{e F A, } e+�� ' •� .t r. i g }J z 7 r iy c- Y ':Fy s� t1• ! �` t• p z i � d, �� ru T� l t,'ri ..�+3> r :qp Ct ri � f ,t i'+ i ! ,rJtY t�.t��F�4'4.-i IM , �' r �+�3 sa s�`>:Jo,�sY}*�14r �� a�5� U�.� it ["`�r'1 S ',.k tnit,�il. t i � t «t6 �'1P<7,111' #•n. ' j� or-equal"item under subparagraph Progress Schedule: q 6.7.1.1,it will be {�. considered a proposed substitute item. 6.6. CONTRACTOR shall adhere to the progress CONTRACTOR shall submit sufficient information ` schedule established in accordance with paragraph 2.9 as as provided below to allow ENGINEER to it may be adjusted from time to time as provided below: determine that the item of material or equipment proposed is essentially equivalent to that named and 6.6.1. CONTRACTOR shall submit to ENGINEER a substitute therefor. The procedure for review by for acceptance (to the extent indicated in paragraph ENGINEER will include the following as s 2.9) proposed adjustments in the progress schedule supplemented in Division 1, General Requirements, ( ' that will not change the Contract Times (or and as ENGINEER may decide is appropriate Milestones). Such adjustments will conform generally under the circumstances. Requests for review of r' to the progress schedule then in effect and additionally proposed substitute items of material or equipment 4 will comply with any provisions of the General will not be accepted by ENGINEER from anyone 3 Requirements applicable thereto. other than CONTRACTOR. If CONTRACTOR wishes to furnish or use a substitute item of material 6.6.2. Proposed adjustments in the progress or equipment, CONTRACTOR shall first make 7 r>, schedule that will change the Contract Times (or written application for evaluation thereof to Milestones) shall be submitted in accordance with the ENGINEER,certifying that the proposed substitute X,... -�� requirements of paragraph 12.1. Such adjustments will perform adequately the functions and achieve ,* may only be made by a Change Order or Written the results called for by the general design, be ,. Amendment in accordance with Article 12. similar in substance to that specified and be suited " to the same use as that specified. The application will state the extent, if any, to which use of the 6.7. Substitutes and "Or-Equal" Items: proposed substitute will prejudice CONTRACTOR's " achievement of Substantial Completion on time, ' 6.7.1. Whenever an item of material or equipment whether or not use of the substitute in the Work will X; is specified or described in the Contract Documents by require a change in any of the Contract Documents using the name of a proprietary item or the name of a (or in the provisions of any other direct contract ; particular Supplier, the specification or description is with OWNER for work on the Project) to adapt the intended to establish the type, function and quality design to the proposed substitute and whether or not required. Unless the specification or description incorporation or use of the substitute in connection 1f' contains or is followed by words reading that no like, with the Work is subject to payment of any license equivalent or"or-equal"item or no substitution is per- fee or royalty. All variations of the proposed miffed, other items of material or equipment or substitute from that specified will be identified in the material or equipment of other Suppliers may be application, and available maintenance, repair and r' submitted to ENGINEER under the following replacement service will be indicated. The ' circumstances: application will also contain an itemized estimate of x all costs or credits that will result directly or 6.7.1.1. "Or-Equal": If in ENGINEER's sole indirectly from use of such substitute,including costs discretion an item of material or equipment of redesign and claims of other contractors affected proposed by CONTRACTOR is functionally equal by the resulting change, all of which will be to that named and sufficiently similar so that no considered by ENGINEER in evaluating the Flq change in related Work will be required, it may be proposed substitute. ENGINEER may require ` considered by ENGINEER as an"or-equal"item,in CONTRACTOR to furnish additional data about the which case review of the proposed item may, in proposed substitute. a; t ENGINEER's sole discretion, be accomplished without compliance with some or all of the 6.7.13. CONTRACTOR's Expense: All data to tib requirements for evaluation of the proposed be provided by CONTRACTOR in support of any substitute items. proposed "or-equal" or substitute item will be at *U CONTRACTOR's expense. 6.7.12. Substitute Items: If in ENGINEER's sole ! discretion an item of material or equipment 6.7.2. Substitute Construction Methods or proposed by CONTRACTOR does not qualify as an Procedures: If a specific means, method, technique, :.i 1 I (�it r Hj+.;3' ji �" 11.Ar}L i it C;y }.)v .x .«+Yr 4r It ''.S•t'1�f�(f�.l .7N5 r j� �.�£'�^�ft�',tt .y 3.:'fin�, 1 a � `•u.! 1' + .%�R4 c !' r ( 5't s 5 .+ r h 7 c z 4.1!+} 71h f ,yt+ t af'tr l•r [ r5'�i�j�'�r'�y ak, e, } I .' '}'!'ru.dy 1,1,{y[r?} A yf x d'T'>s. r<l f {.r r ' 4 ro x l,. r . t ' {tit {'c! .3f'�' �3t5kt.r�3�J'�Y •. J4,SA« Y R }, ti ro4i' 4:� y�"f�� i �s �^�,�;�,�;��s'��:�`a`a �` rz�" �t :ii x'r 4�, t ,:k •„ ` /'�, <twl ;� '�;iF T kax.�bfr;yf,�t'!i><+br�� ;4 �Zq+t- c�l'7A�`�,#�r¢F�rt C� k• q' �.�..:—.-,...._ems"... r'`�!°!'G�r�.�•�r t{�'�a -k l5 A �;�'.�"'A�r r. .. ' �S, .7Gk1ar � .{ t� r. � a1,F=r � }m. �eC. 1+fvlzeaWlau �tt Y% dl �1§Y rr.'� :a '.najtSt .....�;.:kA'(t .... �.. ....:e` - 73k1'A'tP'✓tl�tatlti T ' sequence or procedure of construction is shown or 6.8.2. If the Supplementary Conditions require the indicated in and expressly required by the Contract identity of certain Subcontractors, Suppliers or other Documents, CONTRACTOR may furnish or utilize a persons or organizations (including those who are to substitute means, method, technique, sequence, or furnish the principal items of material or equipment) procedure of construction acceptable to ENGINEER, to be submitted to OWNER in advance of the CONTRACTOR shall submit sufficient information to speed date prior to the Effective Date of the w allow ENGINEER, in ENGINEER's sole discretion, Agreement for acceptance by OWNER and to determine that the substitute proposed is equivalent ENGINEER,and if CONTRACTOR has submitted a to that expressly called for by the Contract Documents. list thereof in accordance with the Supplementary The procedure for review by ENGINEER will be Conditions, OWNER's or ENGINEER's acceptance similar to that provided in paragraph 6.7.1.2. (either in writing or by failing to make written > * objection thereto by the date indicated for acceptance 6.73. ENGINEER's Evaluation: ENGINEER will or objection in the Bidding Documents or the Contract be allowed a reasonable time within which to evaluate Documents) of any such Subcontractor, Supplier or each proposal or submittal made pursuant to other person or organization so identified may be paragraphs 6.7.12 and 6.72. ENGINEER will be the revoked on the basis of reasonable objection after due sole judge of acceptability. No"or-equal"or substitute investigation, in which case CONTRACTOR shall '-? shall be ordered, installed or utilized until submit an acceptable substitute,the Contract Price will ENGMER's review is complete, which will be be adjusted b the difference in the cost occasioned b t n> P J Y Y Cc. evidenced by either a Change Order or completion of such substitution and an appropriate Change Order c � ,.. the Shop Drawing review procedure. OWNER may will be issued or Written Amendment signed. No r require CONTRACTOR to furnish at acceptance b OWNER or ENGINEER of an such + r P Y Y CONTRACTOR's expense a special performance Subcontractor, Supplier or other person or ry ;4rG� k, guarantee or other surety with respect to any or organization shall constitute a waiver of any right of equal" or substitute. ENGINEER will record time OWNER or ENGINEER to reject defective Work, required by ENGINEER and ENGINEER'sY Consultants in evaluating substitutes proposed or 6.9.1. CONTRACTOR shall be fully responsible to ; submitted by CONTRACTOR pursuant to OWNER and ENGINEER for all acts and omissions `.; paragraphs 6.7.1.2 and 6.7.2 and in making changes in of the Subcontractors,Suppliers and other persons and �.,>. the Contract Documents (or in the provisions of any organizations performing or furnishing any of the Work other direct contract with OWNER for work on the under a direct or indirect contract with Project)occasioned thereby. Regardless of Engineer's CONTRACTOR just as CONTRACTOR is decision regarding a substitute item so proposed or responsible for CONTRACTOR's own acts and submitted by CONTRACTOR,CONTRACTOR shall omissions. Nothing in the Contract Documents shall reimburse OWNER for the charges of ENGINEER create for the benefit of any such Subcontractor, and ENGUMER's Consultants for evaluating each Supplier or other person or organization any �a.,:... such proposed substitute item. contractual relationship between OWNER or Ct 'r ENGINEER.and any such Subcontractor,Supplier or other person or organization, nor shall it create any .,, Concerning Subcontractors, Suppliers and Others: obligation on the part of OWNER or ENGINEER to pay or to see to the payment of any moneys due any 6.8.1. CONTRACTOR shall not employ any such Subcontractor, Supplier or other person or Subcontractor, Supplier or other person or organization except as may otherwise be required by t 3x j organization (including those acceptable to OWNER Laws and Regulations. and ENGINEER as indicated in paragaph 6.82), r1i'T, whether initially or as a substitute, against whom 6.92- CONTRACTOR shall be solely responsible OWNER or ENGINEER may have reasonable objec- for scheduling and coordinating the Work of tion, CONTRACTOR shall not be required to employ Subcontractors, Suppliers and other persons and any Subcontractor, Supplier or other person or organizations performing or furnishing any of the Work organization to furnish or prerform any of the Work under a direct or indirect contract with against whom CONTRACTOR has reasonable CONTRACTOR. CONTRACTOR shall require all <<y` objection. Subcontractors, Suppliers and such other persons and -2A y�,t��1 ,+ }n;, "{`.w• + t♦ aa' � 'x Y' 1 1's k:�rfligx .nr '4Y '`z Y� Sri "S\ �w�k Ks"•�'4w•+5�1.: rJ4G s'� i 1�,�; ��• �^fi 'k((2 b d. i t i T .� i,t lk ter, J,, Y.li� .y..F .y �r .,a;..£. �ri, E �}, �t'.xt c t �f��y✓��t x hC r�r.. 7s �t{43� to}°�4k$,Y,ti S }`G,'� E 5 r � saaE t ti�j} Ir 't~t t d�� rL��>x' k 7,+, ^�' r�' 'i,•� ,.( �d��,%t;' H�� ':l'/{�`ri`€r'r+F};��"ft,6�'h�,rt ICS:u�r � i.tt24� fi:Y ,.tYa 6.```pJ�`"t�" t�y�'�Yu�rtk i�;l��7xr� i�:�~ r 'st y,. Ji'(''`,+.P .''a'�'07j.k Shot yhS I:` I (s. �..z 4.r�h tfl. y, a.J•,., 7.",rr,Yy s�.. 4 :v.Is .'.�Qd t?yg rzr 1''� .D` Jil ' l Y i1. f 'F cos . organizations performing or furnishing any of the Work and any of them from and against all claims,costs,losses. r municate with ENGINEER through an to comd damages arising out of or resulting from any • .f CONTRACTOR. infringement of patent rights or copyrights incident to the . 1 use in the performance of the Work or resulting from the 6.10. The divisions and sections of the Specifications incorporation in the Work of any invention, design, and the identifications of any Drawings shall not control process, product or device not specified in the Contract CONTRACTOR in dividing the Work among Documents. Subcontractors or Suppliers or delineating the Work to ' be performed by any specific trade. Permits: � u 6.11. All Work performed for CONTRACTOR by a Subcontractor or Supplier will be pursuant to an 6.13. Unless otherwise provided in the Supplementary.. appropriate agreement between CONTRACTOR and Conditions,CONTRACTOR shall obtain and pay for all t the Subcontractor or Supplier which specifically binds construction permits and licenses. OWNER shall assist the Subcontractor or Supplier to the applicable terms CONTRACTOR, when necessary, in obtaining such a and conditions of the Contract Documents for the permits and licenses. CONTRACTOR shall pay all benefit of OWNER and ENGINEER. Whenever any governmental charges and inspection fees necessary for' ' such`agreement is with a Subcontractor or Supplier who the prosecution of the Work,which are applicable at the { is listed as an insured on the property insurance time of opening of Bids, or, if there are no Bids, on the provided in the Supplementary Conditions, the Effective Date of the Agreement. CONTRACTOR shall agreement between CONTRACTOR and the pay all charges of utility owners for connections to the Subntractor or Su Supplier will contain provisions Work, and OWNER shall pay all charges of such utility r whereby the Subcontractor or Supplier waives all rights owners for capital costs related thereto such as plant 3 against OWNER, CONTRACTOR, ENGINEER, investment fees. ; ENGINEER's Consultants and all other additionalu insureds for all losses and damages caused by,arising out of or resulting from any of the perils covered by such Laws and Regulations: policies and any other property insurance applicable to the Work. If the insurers on any such policies require 6.14.1. CONTRACTOR shall give all notices and separate waiver forms to be signed by any Subcontractor comply with all Laws and Regulations applicable to ' and performance of the Work. Except ' or Supplier, CONTRACTOR shall obtain the same. ��n$ P ;3 where otherwise expressly required by applicable Laws k and Regulations, neither OWNER nor ENGINEER Patent Fees and Royalties: shall be responsible for monitoring CONTRACTOR's compliance with any Laws or Regulations. 6.12. CONTRACTOR shall pay all license fees and royalties and assume all costs incident to the use in the 6.142- If CONTRACTOR performs any Work ,� performance of the Work or the incorporation in the knowing or having reason to know that it is contrary to per i; ro product or device Laws or Regulations, CONTRACTOR shall bear all Work of any invention,design,process,P t .� which is the subject of patent rights or copyrights held by claims, costs, losses and damages arising therefrom; others. If a particular invention,design,process,product however, it shall not be CONTRAI'TOR's primary or device is specified in the Contract Documents for use responsibility to make certain that the Specifications in the performance of the Work and if to the actual and Drawings are in accordance with Laws .and r ,r knowledge of OWNER or ENGINEER its use is subject Regulations,but this shall not relieve CONTRACTOR ' ? to patent rights or copyrights calling for the payment of of CONTRACTOR's obligations under paragraph any license fee or royalty to others, the existence of such 332. rights shall be disclosed by OWNER in the Contract P " Documents. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall defend, indemnify Taxes: 't and hold harmless OWNER, ENGINEER, . ENGINEER's Consultants and the officers, directors, 6.15. CONTRACTOR shall pay all sales, consumer, partners,employees,agents and other consultants of each use and other similar taxes required to be paid by . .J ., .,, �.}°Ftwr°n,....--.- .'t.i... ..n.�-,.'Y'f;�:,,rj.4:f y(S9;y�u�rtt lrzi�sm'� '�"�.�...-•..°y"',ye�,:a s,xx:' T�6��r't�,�j}nF�,�t1r�1 p4$fk rpp'?!�{T� t}i� }k s,i t t f ✓ r r 4 � >;,Y.!,Y!s2 it 1� f� •� •z ki ro yr,>�i � r e t, Y t X .. !` a � r, R Y-.t [3�'�,rpp tJ Y E7T.r A "�. to ,f' t s F ✓ tt y 4 tt}t + f1�$s"! ,n !' t w t �` '}�'�('yyM.''`q 4`y�rArr� t ait t..F 1 a + t�r•j � fi.t "t t' °�`�r�" t, +` � 't ! 77T5 CONTRACTOR in accordance with the Laws and subject any part of the Work or adjacent property to Regulations of the place of the Project which are stresses or pressures that will endanger it. applicable during the performance of the Work. Record Documents: Use of Premises: 6.19. CONTRACTOR shall maintain in a safe place 6.16. CONTRACTOR shall confine construction at the site one record copy of all Drawings, equipment, the storage of materials and equipment and Specifications,Addenda,Written Amendments,Change the operations of workers to the site and land and areas Orders, Work Change Directives, Field Orders and identified in and permitted by the Contract Documents written interpretations and clarifications(issued pursuant and other land and areas permitted by Laws and to paragraph 9.4) in good order and annotated to show Regulations, rights-of-way, permits and casements, and all changes made during construction. These record shall not unroas6nably encumber the premises with documents together with all final samples and a construction equipment or other materials or equipment. counterpart of all final Shop Drawings will be available CONTRACTOR shall assume full responsibility for any to ENGINEER for reference. Upon completion of the damage to any such land or area, or to the owner or Work, these record documents, samples and Shop occupant pant thereof or of any adjacent land or areas, Drawings shall be . delivered to ENGINEER for resulting from the performance of the Work Should any OWNER. claim be made by any such owner or occupant because of the performance of the Work, CONTRACTOR shall promptly settle with such other party by negotiation or Safety and Protection: otherwise resolve the claim by arbitration or other dispute resolution proceeding or at law. 6.20. CONTRACTOR shall be responsible for CONTRACTOR shall,to the fullest extent permitted by initiating, maintaining and supervising all safety Laws and Regulations, indemnify, defend and hold precautions and programs in connection with the Work. harmless OWNER, ENGINEER, ENGINEER's CONTRACTOR shall take all necessary precautions for Consultant and anyone directly or indirectly employed by the safety of, and shall provide the necessary protection any of them Erom and against all claims, costs,losses and to prevent damage,injury.or loss to: damages arising out of or resulting from any claim or action, legal or equitable,brought by any such owner or 6.20.1. all persons on the Work site or who may be occupant against OWNER, ENGINEER or any other affected by the Work; party indemnified hereunder to the extent caused by or based upon CONTRACTOR's performance of the Work. 6.202, all the Work and materials and equipment to be incorporated therein, whether in storage on or off 6.17. During the progress of the Work, the site; and CONTRACTOR shall keep the premises Erce from accumulations of waste materials, rubbish and other 6.203. other property at the site or adjacent thereto, debris resulting from the Work. At the completion of including trees, shrubs, lawns, walks, pavements, the Work CONTRACTOR shall remove all waste roadways, structures, utilities and underground materials, rubbish and debris from and about the pro- facilities not designated for removal, relocation or raises as well as all tools, appliances, construction replacement in the course of construction. equipment and machinery and - surplus materials. CONTRACTOR shall leave the site clean and ready for CONTRACTOR shall comply with all applicable Laws occupancy by OWNER at Substantial Completion of the and Regulations of any public body having jurisdiction Work. CONTRACTOR shall restore to original for safety of persons or prop"or to protect them Erom condition all property not designated for alteration by damage, injury or loss; and shall erect and maintain all the Contract Documents. necessary safeguards for such safety and protection. CONTRACTOR shall notify owners of adjacent property 6.18. CONTRACTOR shall not load nor permit any and of underground facilities and utility owners when part of any structure to be loaded in any manner that prosecution of the Work may affect them, and shall will endanger the structure, nor shall CONTRACTOR cooperate with them in the protection, removal, -26- 'Ile M, td F,!A Mr-_1 5a ... - .� t i f . .✓ al.« �}' ,,.v. ,�r.7Y +,wr'4 rC`'';'� '#,��i�+-r,4n C'"+ ;.3 .�a��.�r.'.. 7x t Nr ntr�a J a•r', 5 wn c t! r{ t+}� r y1 a -. !� V p . relocation and replacement of their property. All damage, injury or loss. CONTRACTOR shall give damage, injury or loss to any property referred to in ENGINEER prompt written notice if CONTRACTOR aparagraph 6.20.2 or 6.20.3 caused, directly or indirectly, believes that any significant changes in the Work or in whole or in part,by CONTRACTOR,any Subcontrac- variations from the Contract Documents have been BF tor,Supplier or any other person or organization directly caused thereby. If ENGINEER determines that a or indirectly employed by any of them to perform or change in the Contract Documents is required because furnish any of the Work or anyone for whose acts any of of the action taken by CONTRACTOR in response to them may be liable, shall be remedied by such an emergency, a Work Change Directive or Change CON'T'RACTOR (except damage or loss attributable to Order will be issued to document the consequences of the fault of Drawings or Specifications or to the acts or such action. omissions of OWNER or ENGINEER or ENGINEER's Consultant or anyone employed by any of them or anyone for whose acts any of them may be liable,and not Shop Drawings and Samples: attributable, directly or indirectly,in whole or in part,to the fault or negligence of CONTRACTOR or any 6.24. Requirements regarding Shop Drawings,samples Subcontractor, Supplier or other person or organization and submittal procedures are covered in Division 1, directly or indirectly employed by any of them). General Requirements. Paragraphs 6.24.1 through 628 CONTRACTOR's duties and responsibilities for safety not used. and protection of the Work shall continue until such time as all the Work is completed and ENGINEER has issued a notice to OWNER and CONTRACTOR in accordance Continuing the Work: with paragraph 14.13 that the Work is acceptable(except as otherwise expressly provided in connection with 6.29. CONTRACTOR shall carry on the Work and w k adhere to the progress schedule during all disputes or :oaf Substantial Completion). p � disagreements with OWNER. No Work shall be delayed or postponed pending resolution of any disputes or fl Safety Representative: disagreements,except as permitted by paragraph 15.5 or as OWNER and CONTRACTOR may otherwise agree 621. CONTRACTOR shall designate a qualified and in writing. r'• experienced safety representative at the site whose duties 7 and responsibilities shall be the prevention of accidents 6.30. CONTRACTOR's General Warranty and and the maintaining and supervising of safety precautions Guarantee: � and programs. 630.1. CONTRACTOR warrants and guarantees to OWNER,ENGINEER and ENGINEER's Consultants Hazard Communication Programs: that all Work will be in accordance with the Contract Documents and will not be defective. r<< 6.22. CONTRACTOR shall be responsible for CONTRACTOR's warranty and guarantee hereunder coordinating any exchange of material safety data sheets excludes defects or damage caused by: or other hazard communication information required to be made available to or exchanged between or among 630.1-L . abuse, modification or improper f' employers at the site in accordance with Laws or maintenance or operation by persons other than Regulations. CONTRACTOR,Subcontractors or Suppliers; or ! 630.12. normal wear and tear under normal Emergencies: usage. 6.23. In emergencies affecting the safety or protection 630.2. CONTRACTOR's obligation to perform and !! of persons or the Work or property at the site or complete the Work in accordance with the Contract adjacent thereto, CONTRACTOR, without special Documents shall be absolute. None of the following instruction or authorization from OWNER or will constitute an acceptance of Work that is not in ac. ENGINEER, is obligated to act to prevent threatened cordance with the Contract Documents or a release of • -27' XX Y" kit '(7 i- y 1 1 t is 9 a +-•,.er s �'r P} !7 §:t's r�, t s S 17,.}i}k'2+{' a i'e. ,rX Nq t a x i .s F t t x k W s,k' ✓ t+ 4i t t7'�kl y ., S a. - k ix•r G.!{+.e t . r r F tj f{r .-r4• "SLjt $ i Y { •f �c 7'�,(bb tc `$ t i< C > t w 'f , !_ r . �f° ''. . •; , y 1 a Yt,y,. .s. .t 1 Ay .f+} � rt t•( �15}r •'adi va i i}nJy r p r r ra x n r �Yr 4 t 2 Ugly { } F , 2�3 ? � a sal LS�Ya li J .P k'at Sy(yl tY hl� LT'ry y I r r 1s i' t. i t>! y t a7' 2 Y �^y!��'^ rf.: 4 It �iCi' r S'rC 1"4 r��L}�1 q��°{i`la}'s tY� � s•F{�r�."1 2�Sr SSA! �`i 7 i.fit ra I� 1. +(t ��;dN iy 4f St•�t f �3t:l��Y,L� "' 1:. \i } �r �r L { r(�•4 1 f »4 ru�i•;5,.l:jd:T:''Y..'slf °^.1"!f}t+.` iP'r. '! ti l:r i{�i "'t 4.r..{dt �_t• �Y ti 3J2 � p .i�.. i f t �r• A .r;t..,.'f?.;et7 r,r:,_ `•F�1 .. _+ � .. t .f .s. 4 r .,.j� i�F'y `ft; ,{ v Igy�}yC+�. _ _.�� ._ f.. a., . .. ... . ... _.�.. \. .. ,h .: _ .. 5• ... 5_ .., .. +u..irei.Lrr.LrL, _.+. t = _ " 16 t. CONTRACTOR's obligation to perform the Work in negligence or o mission her liability is unposed upon such . accordance with the Contract Documents: hereunder or tY indemnified party by Laws and Regulations regardless of 630.2,1, observations by ENGINEER; the negligence of any such person or entity. I 630.22- recommendation of any progress or final 6.32. In any and all claims against OWNER or payment by]ENGINEER; ENGINEER or any of their respective consultants, agents, officers, directors, partners or employees by any 6302.3. the issuance of a certificate of Substantial employee (or the survivor or personal representative of ; Completion or any payment by OWNER to such employee) of CONTRACTOR,any Subcontractor, ;• CONTRACTOR under the Contract Documents; any Supplier, any person or organization directly or indirectly employed by any of them to perform or furnish 630.24. use or occupancy of the Work or any any of the Work, or anyone for whose acts any of them part thereof by OWNER; may be liable,the indemnification obligation under para- graph 631 shall not be limited in any way by any 63025. any acceptance by OWNER or any limitation on the amount or type of damages,compensa- tion or benefits payable by or for CONTRACTOR or failure to do so; any such Subcontractor, Supplier or other person or 6.30.2.6. any review of a Shop Drawing or sample organization under workers'compensation acts,disability submittal or the issuance of a notice by ENGINEER benefit acts or other employee benefit acts. pursuant to paragraph 14.13; 633. The obligations of CONTRACTOR under h 631 shall not extend to the liability of '= 630.2.7. any inspection, test or approval by p� ap OWNER,ENGINEER,ENGINEER's Consultants,and others; or their officers, directors, partners, employees or agents . 630.2.8. any correction of defective Work by caused primarily by negligent preparation of maps, y OWNER. drawings, surveys, designs or specifications upon which is placed the applicable sate-authorized design professional seal of OWNER's, ENGINEER's or 4 ENGINEE3t'S Consultant's officers,directors,partners, Indemnification: G. , employees or agents. 631. To the fullest extent permitted by Laws and Regulations, CONTRACTOR shall defend, indemnify and hold harmless OWNER, ENGINEER, ENGI- Survival of Obligations: NEER's Consultants and the officers,directors,partners, employees,agents and other consultants of each and any 634. All representations,indemnifications,warranties of them from and against all claims, costs, losses and and guarantees made in, required by or given in t� damages (including but not limited to all fees and accordance with the Contras Documents, as well as all charges of engineers, architects, attorneys and other continuing obligations indicated in the Contract professionals and all court or arbitration or other dispute Documents, will survive final payment, completion and N '} from the r- acceptance of the Work and termination or completion resolution costs)arising out of or resulting of��Agreement. formance of the Work, provided that any such claim, cost,loss or damage: (i) is attributable to bodily injury, sickness, disease or death,or to injury to or destruction of tangible property (other than the Work itself), E5., including the loss of use resulting therefrom, and (ii) is ARTICLE 7—OTHER WORK caused in whole or in part by any negligent act or omission of CONTRACTOR, any Subcontractor, any Related Work at Site: Supplier,any person or organization directly or indirectly .; employed by any of them to perform or furnish any of the Work or anyone for whose acts any of them may be 7 OWNER perform other work related to the liable,regardless of whether or not caused in part by any Project at the site by OWNEIt's own forces,or let other -28- .;xv��`M t .. ,y� .;;. 4. I 1&�`Rll i)'� �ttt t g; r *t"'..A',t"` ! .r J Yt .H,,.. tc• a �k `�t 4�t�?j" r�r ��. 4 1'k., t 'tf,' yp•5`�3 `Ny' F a .f,�St:X `Y'A y .l. 'la � `,�n .1Q r,. .. ,2- }x s1 x .+ '' r. ! .s . � .L•� .t t r, w ST - .�,,� S�r"S w�`t}??.. PiRiii a X z} J t is, 3 ,{ J r Yj,, u�'t�. fi, .} , :r }i It tt�,� w i;rk �t�+• t`3'ta r'i ,t1�xi rl •rti.r r °n r.la y tF�57Vi��yk/rr�rr= 'rr t, tijt x r`� ri :l 'tr}�✓gyp y.3,i71j�¢k; direct contracts therefor which shall contain General Coordination: Conditions similar to these or have other work u�' f performed by utility owners. If the fact that such other 7.4. If OWNER contracts with others for the work is to be performed was not noted in the Contract performance of other work on the Project at the site,the Documents,then: (i) written notice thereof will be given following will be set forth in the Supplementary a to CONTRACTOR prior to starting any such other Conditions: > work, and (ii) CONTRACTOR may make a claim ` therefor as provided in Articles 11 and 12 if 7.4.1. the person, firm or corporation who will have CONTRACTOR believes that such performance will authority and responsibility for coordination of the involve additional expense to CONTRACTOR or activities among the various prime contractors will be requires additional time and the parties are unable to identified; agree as to the amount or extent thereof. 7.4.2. the spec matters to be covered by such L� 7.2. CONTRACTOR shall afford each other authority and responsibility will be itemized; and contractor who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is 7.43. the extent of such authority and performing the additional work with OWNER' responsibilities will be provided. , employees) proper and safe access to the site and a , reasonable opportunity for the introduction and storage Unless otherwise s� pp ty ag provided in the Supplementary „ of materials and equipment and the execution of such Conditions, OWNER shall have sole authority and t. other work and shall properly connect and coordinate responsibility in respect of such coordination. .; the Work with theirs. Unless otherwise provided in the r P Contract Documents, CONTRACTOR shall do all cut- ' ` , k�'Ja i Ling, fitting and at of the Work that may be required to make its everal parts come together ARTICLE 8--OWNER'S RESPONSIBILITIES properly and integrate with such other work. CON- TRACTOR shall not endanger any work of others by cutting, excavating or otherwise altering their work and 8.1. Except as otherwise provided in these General will only cut or alter their work with the written consent Conditions, OWNER shall issue all communications to of ENGINEER and the others whose work will be CONTRACTOR through ENGINEER. t ' . affected. The duties and responsibilities of CONTRAC- TOR under this paragraph are for the benefit of such 82. In case of termination of the employment of k; utility owners and other contractors to the extent that ENGINEER,OWNER shall appoint an engineer against there are comparable provisions for the benefit" of whom CONTRACTOR makes no reasonable objection, CONTRACTOR in said direct contracts between whose status under the Contract Documents shall be that OWNER and such utility owners and other contractors. of the former ENGINEER. i 73. If the proper execution or results of any part of 83. OWNER shall furnish the data required of CONTRACTOR's Work depends upon work performed OWNER under the Contract Documents promptly and by others under this Article 7, CONTRACTOR shall shall make payments to CONTRACTOR promptly when inspect such other work and promptly report to they are due as provided in paragraphs 14.4 and 14.13. � ENGINEER in writing any delays,defects or deficiencies � ° in such other work that render it unavailable or 8.4. OWNER's duties in respect of providing lands unsuitable for the proper execution and results of and easements and providing engineering surveys to CONTRACTOR's Work. CONTRACTOR's failure so establish reference points are set forth in paragraphs 4.1 a to report will constitute an acceptance of such other and 4.4. Paragraph 4.2 refers to OWNER's identifying work as fit and proper for integration with and making available to CONTRACTOR copies of CONTRACTOR's Work except for latent or reports of explorations and tests of subsurface conditions nonapparent defects and deficiencies in such other work. at the site and drawings of physical conditions in existing -29 ?: �`' ,r reed, 4q1�(,�{Yr �r tt .a r-ii� a f � }�•� tt.r y'tlrr'ie��'�1M�: t x "rt ✓'�SIF r>lxk( t R t L k �s��,•�,{!i� 1. tr }r i' t c �,. i t� lrtr �x»+��vt'tt� ' y Ky;..} ,�• x a ? r ti 1 E �Tf 0. h tu't t ��. �',}{�7,'arii`>'�'i;flsdh'�M,�.��,Sy'k q � f3 t `� I .t t ✓ :s• " i f!� �riv�,�3a..`a d Mll`3'r' t ^ ��.A:;��+:1a&71;r��r., ire t. t - _ ' '� __ ` .. t'' C ter ._,�....« J'i�Z<�}•k s. 3 . y� �tjaii t�i{r�§+.CS''Q'�.;:z'ii�l 5�?�Tz 1¢t�Fe t 1 a i.•±�y t=j' �sF1rf<'�1,1 Sr,i-et r:Jj.{j.fe``''�+'tr j+Trttr',.�.,•r Y T t q'�y't=t z.S y tti P�.G a�s,t 1;.r rM�j s�r.1, rti. 1.'�.�: ti r t :,.).t.:s:.:L.:._ s..Y.:+.".a"ei:'t 1 t1:5.�t..'L�t.:i},,{+'r rtraz�.'.:-{t,1}.f t to•�5�>Y<F3„ structures at or contiguous to the site that have been ENGINEER as OWNER'S representative during 'y`r�„� utilized by ENGINEER in preparing the Contract construction are set forth in the Contract Documents and .;r=°''``6` Documents. shall not be extended without written consent of OWNER and ENGINEER. The assignment of any 8.5. OWNER's responsibilities in respect of authority,dudes or responsibilities to ENGINEER under purchasing and maintaining liability and property the Contract Documents, or under any agreement ` 7;r insurance are set forth in the Supplementary Conditions. between OWNER and ENGINEER,or any undertaking, 7: exercise or performance thereof by ENGINEER, is 8.6. OWNER is obligated to execute Change Orders intended to be for the sole and exclusive benefit of as indicated is paragraph 10.4. OWNER and not for the benefit of CONTRACTOR, Subcontractor, Supplier, or any, other person or 8.7. OWNER's responsibility in respect of certain organization, or for an sure or employee or P tY � P 8 Y t3' agent of inspections, tests and approvals is set forth in any of them. t paragraph 13.4. Visits to Site: }' kr 8.8. In connection with OWNER's right to stop Work Y1 t or suspend Work, see paragraphs 13.10 and 15.1. 9.2. ENGINEER will make visits to the site at F � Paragraph 15.2 deals with OWNER's right to terminate intervals appropriate to the various stages of construction '. services of CONTRACTOR under certain circumstances. as ENGINEER deems necessary in order to observe as an experienced and qualified design professional the 8.9. OWNER shall not supervise, direct or have r Pe progress that has been made and the duality of the ;t control or authority over, nor be responsible for, various aspects of CONTRACTOR's executed work. CONTRACTOR'S means, methods, techniques, Based on information obtained during such visits and fit?; :..,4 sequences or procedures of construction or the safety observations, ENGINEER will endeavor for the benefit P y general, if the Work is precautions and programs incident thereto or for an of OWNER to determine in eaer •:} failure of CONTRACTOR to comply with Laws and proceeding in accordance with the Contract Documents. Regulations applicable to the furnishing or performance ENGINEER will not be required to make exhaustive or ,e of the Work. OWNER will nofbe responsible for continuous on-site inspections to check the quality or ' CONTRACTOR'S failure to perform or furnish the quantity of the Work.. ENGINEER's efforts will be Work in accordance with the Contract Documents, directed toward rovi ' for OWNER a greater'rr of confidence that the completed Work will conform 8.10. OWNER's responsibility in respect of generally to the Contract Documents. On the basis of undisclosed asbestos,PCBs, petroleum,hazardous waste such visits and on-site observations, ENGINEER will "i or radioactive materials uncovered or revealed at the site keep OWNER informed of the progress of the Work and is set forth in paragraph 45. will endeavor to and OWNER gu against defective Work. ENGINEER's visits and on-site observations are subject 8.11. If and to the extent OWNER has agreed to to all the limitations on ENGINEER's authority and tY rr furnish CONTRACTOR reasonable evidence that responsibility set forth in paragraph 9.13, and par- r financial arrangements have been made to satisfy ticularly, but without limitation, during or as a result of ` OWNER's obligations under the Contract Documents, ENGINEER'S on-site visits or observations of OWNER'S responsibility in respect thereof will be as set CONTRACTOR's Work. ENGINEER will not forth is the Supplementary Conditions. supervise, direct, control or have authority over or be respo 'ble for CONTRACTOR's means, methods, techniques, sequences or procedures of construcdon, or ARTICLE 9—ENGINEER'S STATUS DURING the safety precautions and programs incident thereto, or CONSTRUCTION for any failure of CONTRACTOR to comply with Laws and Regulations applicable to the furnishing or OWNER'S Re reseatative: Performance of the Work. P Project Representative: 9.1. ENGINEER will be OWNER's representative during the construction period. The duties and 93. If OWNER and ENGINEER agree,ENGINEER responsibilities and the limitations of authority of will furnish a Resident Project Representative to assist . !' -30- 11,y,��`k Wq •.s '�t ft ..k ��r�,t��rv, rrvr ��}�'Yi`,rjp`�b�it��} x};. st 4 w ri f,i�9x yt'��hii'� fi(�'� `t•11'1"^rl'�:i,Y.a�i,s'`Y4 g y +�), .;. 1 �t 3tt} vo• t` `t�S 1,:w�'�5e.+.,: 1,;fi 'rr. 3'.^ 'L � yy.� yry,. ,�+y,}ti,"n :�"°i•7��'S�''kYn4.L�'�t�f.:�.i�:PtS*�`� 4�.`�.lt�iT6"t•Gy"�!�}`µ(Lj�5�7s4,y, `' Y ��!'�� +F''aHb..eYil'��'yf•rf'��t�,,t�«.p��rSS S�^�x`,tf"f �'�'�5t'}.'^'r?�'�f Y 'r•' �}�� Ht �� d �� T `n1 �L•' � { "t�1r x'11'' t3 ( 5� �'E, w tt �� t xaY' y��y rt�rl .ry {Z l�t{,F tit}h��`,�Z,F-�,� Y•�r t t ,? >, • ,�� tf ��. rt'�4"t�R`�,'M,Y+£j3r�'}5rd r�h51i��,.Y71','S`6}tt'�,.•�i�d1�,r�,`'k y�itiF�?t,�.'�,✓7�F ].4, •t " t�� t �.�;..�a'�i`Qt Z t+�� =r '�rl A j" K f�r t{.t t'Sy F+,4� 4 � t ?1 !'ru ry`Y�?,'. � .Y'txt $ #.e �� .: � . 1 ..T�t�,�rf�n y. ? a ..,? fr+w ,y5.• ('Ctrs€� i �.3�p {� �E 1 kF't`�,Lt��4 it t:jL star>>��tf 1 t�.j r ";i, Hit t � �j,art.�F'��. �1.='7 ^trt "y 5. �}�i y�',•q;6'.Ir n; ,{f`kY.,. , :A 1 14,.s a•.1�,..Y -: ;tp'f ,;��,"T,;it�, 1r�j�9y�,1�, F"r rf4""�� tP'Y�� .t II "• k• V�`?';1 t7 !N .'7 d ., i '.i rrh t:'I r4 Y' I � Ill k k. ^;: t �`7'mil^"+ .;,a,"`i �, ` rr '1i# A,j t °, ,+ t 7..-,> 3 �yi t:.ray^,•4 '-,( ;} l tit�` �r I t. 4 ` ''%. flfi! y'4:,Yr } ?i '�tx't'•r ft 'S,' .r irc`" ° .v`rt'� . r .. i+ ENGINEER in providing more continuous observation or that ENGINEER believes will not produce a, u+ of the Work. The responsibilities and authority and completed Project that conforms to the Contract ;f��" limitations thereon of any such Resident Project Documents or that will prejudice the integrity of the '4 '1 Representative and assistants will be as provided in design concept of the completed Project as a functioning paragraph 9,13 and in the Supplementary Conditions. If whale as indicated by the Contract Documents. OWNER designates another representative or agent to ENGINEER will also have authority to require special represent OWNER at the site who is not ENGINEER's inspection or testing of the Work as provided in Consultant, agent or employee, the responsibilities and paragraph 13.9, whether or not the Work is fabricated, } authority and limitations thereon of such other person installed or completed. will be as provided in the Supplementary Conditions. Shop Drawings, Change Orders and Payments; Clarifications and Interpretations: �x. 9.7. In connection with ENGINEER's authority as to 9,4. ENGINEER will issue with reasonable Shop Drawings and samples, see Division 1, General promptness such written clarifications or interpretations Requirements. of the requirements of the Contract Documents (in the form of Drawings or otherwise) as ENGINEER may 9.8. In connection with ENGINEER's authority as to determine necessary, which shall be consistent with the Change Orders, see Articles 10, 11 and 12. intent of and reasonably inferable from Contract Documents. Such written clarifications and 9.9. In connection with ENGINEER's authority as to interpretations will be binding on OWNER and Applications for Payment, see Article 14. CONTRACTOR. If OWNER or CONTRACTOR believes that a written clarification or interpretation justifies an adjustment in the Contract Price or the Determinations for Unit Prices: Contract Times and the parties are unable to agree to the amount or extent thereof, if any, OWNER or 9.10. ENGINEER will determine the actual quantities CONTRACTOR may make a written claim therefor as and classifications of Unit Price Work performed by provided in Article 11 or 12. CONTRACTOR. ENGINEER will review with CONTRACTOR the ENGMEER's prelimiaary determinations on such matters before rendering a Authorized Variations in Work: written decision thereon (by recommendation of an Application for Payment or otherwise). 9.5. ENGINEER may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Decisions on Disputes: r' Contract price or the Contract Times and are compatible ' with the design concept of the completed Project as a 9.11. If OWNER and CONTRACTOR cannot functioning whole as indicated by the Contract otherwise agree, claims, disputes and other matters Documents. These may be accomplished by a Field relating to the acceptability of the Work or the Order and will be binding on OWNER and also on interpretation of the requirements of the Contract CONTRACTOR who shall perform the Work involved Documents pertaining to the performance and furnishing { promptly. If OWNER or CONTRACTOR believes that of the Work and claims under Articles it and 12 in a Field Order justifies an adjustment in the Contract respect of changes in the Contract Price or Contract Price or the Contract Times and the parties are unable Times will be referred to ENGINEER in writing with a to agree as to the amount or extent thereof, OWNER or request for a formal decision in accordance with this ' CONTRACTOR may make a written claim therefor as paragraph. Written notice of each such claim;dispute or k' provided in Article 11 or 12. other matter will be delivered by the claimant to ENGINEER and the other party to the Agreement Rejecting Defective Work: promptly(but in no event later than thirty days) after the start of the occurrence or event giving rise thereto, and 9.6. ENGINEER will have authority to disapprove or written supporting data will be submitted to ENGINEER t reject Work which ENGINEER believes to be defective, and the other party within sixty days after the start of gl ' -31- +.F,ry`?If7�•� '' {1 y fi J Fh rY i t {� u4' Prl'�` �S `fi F(' k^+ r �`h �.•.E•'t. j4 �l ca7'"rt dk t ;. .t � .�t ..�'C rs�{ r5 St s' a'f'jL,•� �.h.iihX ,r�, •I � � :b •el'''t''�'`� „�3 dF r t, g, !!i. 4 S e t r .§. !n rt'l�' wr y'CEI� L .` trr E' 1ct t i�i l 1 'aY 'h,'�`�"r3`i�=aa tY •f �a( Nei r t1 r 3,rr"s r �`t7 � r r d.� � r { , .t x y e l t Yatl p t k y 3 jsy i r° '.4 , s ��tt•�,u�did ,tt{ .Err t',Z a r {� �.L y. t a 5j� t. t� At3 �{�� tt. 2,r t. . ��• ,..,'� ; t:..5,�.,.i `fF, .., n.r r, t:' ,f;';',l .,.t .zy,r,l..yr;r..;$..;.t{^„r, •Fa.. ti ' { S' •p `��.t��r .ety;��{4�.Se,t,)a't� t y>ytl 1 t S su';'.;:.4'.j' t !, tad 4.y 1. ,r4�*�°�� tViy�� .'�.[�v�4 �tf�� . ..t 4�tt 3R `t t 7 .,i•'t .b+.�r.ur f.hf t��/ ff1"�a��,, ;I��g7y.t w§k.<°��s�. �!t ' � . i•xis I '�{ ;T�,K��t'�t��{��r� ��`, ��`;`' ; ' 'i'a, , ) a ,.,� t2 ,e Y9,,,;i�,Y;p yk� «. "1��`Ze s•i•� {14;.t � .. . C .. . � �t ,'�i. .i� ,1',�7N it t 8 = �• t 3 't :H� r ' �i f y r La ttis{�t 4' 4 x rw #i - .k r �rj's,. �i��,i tk`N.•�'r"<� m��i S�2cy a r �,. '� 5 t i::�,:3��,,�rt� .'�"J S h �� 5 t � ��k a �� ie'ka�' � � ��Ty'4�'�, t��` 'w��Y`;fP�+,s ��,_�i..tiain;`��r'�`�:��"'��i•' fah fai� .$�`rs3"'"`�-?,� r' t such occurrence or event unless ENGINEER in writing 9.13.3. ENGINEER will not be responsible for the allows an additional period for the submission of acts or omissions of CONTRACTOR or of any Sub- "ry additional or more accurate data in support of such contractor, any Supplier, or of any other person or ' claim,dispute or other matter. The opposing party shall organization performing or furnishing any of the Work. submit any response to ENGINEER and the claimant within thirty days after receipt of the claimant's last 9.13.4. ENGINEER's review of the final Application submittal (unless ENGINEER in writing allows for Payment and accompanying documentation and all additional time). ENGINEER win render a formal maintenance and operating instructions, schedules, decision in writing within thirty days after receipt of the guarantees, bonds and certificates of inspection, tests o s submittal,if any,in with this and approvals and other documentation required to be opposing party's accordance paragraph. delivered by paragraph 14.12 will only be to determine p generally that their content complies with the 1 9.12, The rendering of a decision by ENGINEER requirements of, and in the case of certificates of pursuant to paragraph 9.10 or 9.11 with respect to any inspections, tests and approvals that the results t such claim, dispute or other matter (except any which certified indicate compliance with, the Contract have been waived by the making or acceptance of final Documents. payment as provided in paragraph 14X5) will be a condition precedent to any exercise by OWNER or 9.135. The limitations upon authority and CONTRACTOR of such rights or remedies as either responsibility set forth in this paragraph 9.13 shall also { may otherwise have under the Contract Documents or by apply to ENGINEER's Consultants, Resident Project } ; Laws or Regulations in respect of any such claim, Representative and assistants. dispute or other matter. 9.13. Limitations on ENGINEER's Authority and ARTICLE 10—CHANGES IN THE WORK Responsibilities: - 9.13.1. Neither ENGINEER's authority or 10.1. Without invalidating the Agreement and without responsibility under the Contract Documents,or under notice to any surety, OWNER may, at any time or from 'fit j any agreement between OWNER and ENGINEER, time to time, order additions, deletions or revisions in . nor any decision made by ENGINEER in good faith the Work. Such additions, deletions or revisions will be t either to exercise or not exercise such authority or authorized by a Written Amendment,a Change Order or responsibility or the undertaking, exercise or a Work Change Directive. Upon receipt of any such t performance of any authority or responsibility by document!CONTRACTOR shall promptly proceed with ;st . ENGINEER shall create, impose or give rise to any the Work involved which will be performed under the duty owed by ENGINEER to CONTRACTOR, any applicable conditions of the Contract Documents(except { Subcontractor, any Supplier, any other person or as otherwise specifically provided). `] organization,or to any surety for or employee or agent of any of them. 102- If OWNER and CONTRACTOR are unable to agree as to the extent, if any, of an adjustment in the ' 9.132 ENGINEER will not supervise, direct, Contract Price or an adjustment of the Contract Times E'. control or have authority over or be responsible for that should be allowed as a result of a Work Change CONTIiACTOR's means, methods, techniques, Directive, a claim may be made therefor as provided in sequences or procedures of construction,or the safety Article 11 or 12. precautions;end programs incident thereto, or for any failure of CONTRACTOR to comply with Laws and 103. CONTRACTOR shall not be entitled to an Regulations applicable to the furnishing or increase in the Contract Price or an extension of the performance of the Work. ENGINEER will not be Contract Times with respect to any Work performed that responsible for CONTRACTOR's failure to perform is not required by the Contract Documents as amended, or furnish the Work in accordance with the Contract modified and supplemented as provided in Documents. paragraphs 3.5 and 3.6, except in the case of an .r r, i -32- J .c C•' ,.s4.S,t Y's :$ r �,. t t r�r.�'r��L��i ,`1 . �.�i. r J,' b f'i qsi .y't.`\' •.+, cy fYYS tt C jM1 v . �.0 + 4• i$((lf. t}P 't�j 1 n s �t yr� S '�t'�1+ rt+t. L' ai f a. k�ti t� }n n•t�,,,f}},d4"��',sV�#, R sr r � +xM t 1 1r��•.. ¢�.�yts3�?.ri�.`�F,�Y ;r�� ,i� ,f.h'k� "YZ'G.i.. 'fir t��.}f;+t�,`k•k`� 7�(' "fsl�`k'yU�''+ =T. A�. •'Y: �fri�� +,4 �`� witj� i.��l.ttr.4,'!.r?.y�.t `Yp1'd. g1� ��" �s r t,.r, y:4,;$r.: '.W.�} L�r.� '}� '��`t�`f�::N,�1, sbt 1i•St'�c:,y�,�.if'nr�,'.,• '4� ''s •., i N � �tf� 5aix 2 v 6'+Y� �"��'�'t,}�rf�� xc` ;f�v� y�fih`'� '.y� �� err yP,`�,`y,�xd'• , ,t'. t 'ev i,34'f'• • ri,:i .:l•' ,S,i S •f�i t'^�rt h: d{RA4 {i}c A i,';�g 5: 11 emergency as provided in paragraph 6.23 or in the case .2. The Contract Price may only be changed by a of uncovering Work as provided in paragraph 13.9• Change Order or by a Written Amendment. Any claim for an adjustment in the Contract Price shall be based on to 10.4. OWNER and CONTRACTOR shall execute written otherot dand to ENGINEER promptly�(but�ao •� appropriate Change Orders recommended by party after the start of the ENGINEER (or Written Amendments) covering: event later than thirty days) occurrence or event giving rise to the claim and stating '. 10.4.1. changes in the Work which are (i) ordered the general nature of the claim. Notice of the amount of >' ` by OWNER pursuant to paragraph 10.1, (ii) required the claim with supporting data shall be delivered within t because of acceptance of defective Work under sixty days after the start of such occurrence or event der (unless ENGINEER in writing allows additional time for. paragraph 13,13 or correcting defective Work un paragraph 13.14, or (iii) agreed to by the parties; claimant to submit additional or more accurate data in support of the claim) and shall be accompanied by i 10,4,2, changes in the Contract Price or Contract claimant's written statement that the adjustment claimed r; covers all known amounts to which the claimant is Times which are agreed to by the parties; and y entitled as a result of said occurrence or event. If 5� 10.43. changes in the Contract Price or Contract OWNER and CONTRACTOR cannot otherwise agree, i. Times which embody the substance of any written all claims for adjustment in the Contract Price shall e x. rendered by ENGINEER pursuant to determined by ENGINEER in accordance with decision r paragraph end paragraph 9.11. No claim for an adjustment in the Contr act Price will be valid if not submitted in t provided that, in lieu of executing any such Change accordance with this paragraph 11.2. •tx`t Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract 113. The value of any Work covered by a Change ; Documents and applicable Laws and Regulations, but Order or of any claim for an adjustment in the Contract during any such appeal, CONTRACTOR shall carry on Price will be determined as follows: ' the Work and adhere to the progress schedule as provided in paragraph 6.29. 113.1. where the Work involved is covered by unit �. prices contained in the Contract Documents, by 103. If notice of any change affecting the general application of such unit prices to the quantities of e scope of the Work or the provisions of the Contract items involved (subject to the provisions of Documents(including,but not limited to,Contract Price paragraphs 11.9.1 through 11.93, inclusive). or Contract Times) is required by the provisions of any Bond to be given to a surety, the giving of any such 1132- where the Work involved is not covered by + notice will be CONTRACTOR's responsibility, and the unit prices contained in the Contract Documents,by a agreed lump sum. amount of each appli cable Bond will be adjusted mutually agr p ' accordingly. 1133. where the Work involved is not covered by t= unit prices contained in the Contract Documents, by ;', mutual agreement to proceed on the basis of the Cost ::.. ARTICLE ii--CHANGE OF CONTRACT PRICE of the Work (determined as provided in paragraphs 11.4 and 11.5)plus a CONTRACTOR's fee for overhead and profit (determined as provided in The Contract Price constitutes the total paragraph 11.6). � ., compensation (subject to authorized adjustments) payable to CONTRACTOR for performing the Work. 113.4. where the Work involved is not covered by All duties,responsibilities and obligations assigned to or unit prices contained in the Contract Documents, and :{ undertaken by CONTRACTOR shall be at mutual agreement cannot be reached between j ;j CONTRACTOR's expense without change in the Con- OWNER and CONTRACTOR under paragraphs x tract Price. 1132 and 1133, then the adjustment in the Contract irv2tt. '. j„ • -33- Jfy";.r �.7-7 . .a 7 st �• ,l+;fir( +:�..cb,�+�7'r yn '; i.t, ,f<,�i;�3 J S r 5 . ;! . ? tl � 7 7.t.f�'� 'hr""ti 4ty t tc�o1?e �y, t +P1t r'ti '+ �` d r{�l�5 d � r�'"vag,j�y �� f .p� 1�,f�,V� �p•s P I f.ikrt /si y � i. g ,.. 1 i z t+ s 4 f . 33,, �t ' 7+.n t t.y�{�s§i>•s r 4� �'�}>�r '4"r{} tt•'. s � 1. 4z ,j. . Y t '7.e' t, i s .,� ' 7t� ,, ..., s }} '4it,¢q �`IpA t+F y� i. J't ° Zt ;• t. +5..s.: rw, + ie�M7,��V�'''}"M'+t } d}' F+' '� 71: pr F;'�k�, i ir d f S 6 tx t?.• V�. + �:'• r r z e {.�. i , yjf , •4F 4Y � '_._. .Y .... .� '.. _.. .. .� _\ _ ___,. _ .�_ __�—_—.._—_...c. _.-..}.tlx_Lm2 ..r,�eaa 7..hii,�r,• • / f .tn .•.�, _. y;N{4y'K�'x+ ,�fi h..3 rv ,. 1. r4t JY� f i rv';f i;z"�'r 9Y t.�, �cx•�rl F 1^ tk.: ,ir t,?.fig t.r� y iF fi kT�. , ,iq�f s. +' .`n to}{.3'��.� FvAj� `a , i tsv ;tint i 1 Price shall be determined by ENGINEER on a basis subcontractors acceptable to OWNER and selected by ENGINEER. CONTRACTOR and shall deliver such bids to OWNER who will hen determine, with the advice of ENGINEER, which bids, if any, will be accepted. If Cast of the Work: any subcontract provides that he Subcontractor is to ! be paid on the basis of Cost of the Work plus a free, 11.4. The term Cost of the Work means the sum of all he Subcontractor's Cost of the Work and fee shall be ' costs necessarily incurred and paid by CONTRACTOR determined in the same manner as CONTRACTOR's ' in the proper performance of the Work. Except as Cost of the Work and fee as provided in paragraphs otherwise may be agreed to in writing by OWNER,such 11.4, 115, 11.6 and 11.7. All subcontracts shall be Q, costs shall be in amounts no higher than those prevailing subject to the other provisions of he Contract in the locality of the Project, shall include only the Documents insofar as applicable, z 4 following items and shall not include any of the costs itemized in paragraph 113: 11.4.4. Costs of special consultants (including but not limited to engineers,architects,testing laboratories, 11.4.1. Payroll costs for employees in the direct surveyors, attorneys and accountants) employed for F employ of CONTRACTOR in the performance of the services specifically related to he Work. Work under schedules of job classifications agreed upon by OWNER and CONTRACTOR. Such 11.45. Supplemental costs including the following: employees shall include without limitation d superintendents, foremen and other personnel 11.45.1. The proportion of necessary r ° ; employed full time at the site. Payroll costs for em- transportation, travel and subsistence expenses of ployees not employed full time on the Work shall be CONTRACTOR's employees incurred in discharge ` apportioned on the basis of their time spent on the of duties connected with the Work. ^` Work.. Payroll costs shall include, but not be. limited to, salaries and wages plus the cost of fringe benefits 11.45.1 Cost, including transportation and which shall include social security contributions, maintenance, of all materials, supplies, equipment, unemployment,excise and payroll taxes,workers'com- machinery,appliances,office and temporary facilities pensation,health and retirement benefits,bonuses,sick at the site and hand tools not owned by the workers, leave, vacation and holiday pay applicable thereto, which are consumed in the performance of the The expenses of performing Work after regular Work,and cost less market value of such items used working hours, on Saturday,Sunday or legal holidays, but not consumed which remain the property of i shall be included in the above to the extent authorized CONTRACTOR. by OWNER. 11.453. Rentals of all construction equipment 11.4.2. Cost of all materials and equipment and machinery and the parts thereof whether rented furnished and incorporated in the Work, including from CONTRACTOR or others in accordance with costs of transportation and storage thereof, and rental agreements approved by OWNER with the Suppliers'field services required in connection there- advice of ENGINEER, and the costs of transporta- with. All cash discounts shall accrue to lion,loading,unloading,installation,dismantling and CONTRACTOR unless OWNER deposits funds with removal thereof--all in accordance with the terms of CONTRACTOR with which to make payments, in said rental agreements. The rental of any such which case he cash discounts shall accrue to equipment,machinery or parts shall cease when the t OWNER. All trade discounts, rebates and refunds use thereof is no longer necessary for the Work. r and returns from sale of surplus materials and equipment shall accrue to OWNER, and 11.4.5.4. Sales, consumer, use or similar taxes CONTRACTOR shall make provisions so that they related to the Work,and for which CONTRACTOR may be obtained is liable, imposed by Laws and Regulations. I.IA3. Payments made by CONTRACTOR to the 11.4.5.5. Deposits lost for causes other than Subcontractors for Work performed or furnished by negligence of CONTRACTOR,any Subcontractor or Subcontractors. If required by OWNER, anyone directly or indirectly employed by any of CONTRACTOR shah' obtain competitive bids from them or for whose acts any of hem may be liable, -3 �, F;�Y,.,:y;,i t.;:.w Ari 4 }} ., T t 5,,.�. Ltit 7v{��n xva��ai3i 7 Fi• •y ` t 4`+.�'��sr•31 .t 1!r t. �} 5.{fA i t a ��i tt� �� v G�, Ii Ax 4gr,t �4 `� c rii .µn�rt S�iS•�� t r� �Ff� ,x ale i�fp' {r. , a�fiW �,�n tv�.' �%s 31� ? t f tr a ..�,"LS �i`�aN}tgi'{isx�C t js t �sF}�'',� �.i 4�tt . •�fc �'�*�Prr��4f�"�,` .. vi''ii :n.. � �:?;�,' p J*,j'•*,�f^�',��:'t� ,a' ✓ � T, a� f`�"�,,jh��'y'y��. ��ll.. �z'${ •Yxt x� S 1i Tai.�+� �.{,. t tr , �., �,e,� j f t 4 - , ' '"(,'Ay^ 1SrYS '+v� jV' ��?1 �� '1 I(�(v�tyt�t�ti S'�'44�YY+�tti,'�1.`e�S�y�'Sv£ �i,� `. � • t r�*7'.,fi.4'�r'�'ikf'�'iG�'k��?ss�r}�f"a'a<7uZh:uu r71F�,{'��yjti:•'"��"4}'�t��','��,�iY��i`? k'c + { a,tr rs � k x� x,u e.,•t tk x�! �`�, a v'jj,Y• ry'f't�'�r' Mewi '� ?`t Yt,Fy{� .:t'.'f t t'i tar .;�� is �5.� � .44 yS �"# 3t•y, ..�} qi a� �.:1 r ,i.,t,k t., .t L'e..-. .�F t`a. C.:t � � , �' '�. tit'+ At�.:l�1� t ,.,; i:S x! ,t �t.•+.w. ,,, h.:wty. .. __ . .�r'. v,.. ,_�� _�_ —�-��:--.mot__ `. ... L s '{'. •.i.._ f'.y. iN� Lht 4r �r V�i 9 j4 .nt ,t5: `+ .•t.�' ' t,,y ,iiititsv, .. �1 .j "�SG•'��fa�'ac S f �'tf w`3, 'r�. >u#nwami.+a"n'u"'aYt.45°fMrd#am.cx:4wrl.i+r++...,.......v�a.�.u,a..atie.+tuaHi ,5. and royalty payments and fees for permits and are to be considered administrative costs covered by ut licenses. the CONTRACTOR's fee. 115.2. Expenses of CONTRACTOR's principal and 11.4.5.6. Losses and damages (and relatedp t expenses) caused by damage to the Work, not branch offices other than CONTRACTOR's office at compensated by insurance or otheri sustained by the site. CON'T'RACTOR in connection with the performance and furnishing of the Work (except 1153. Any part of CONTRAC'TOR'S capital ? TM { losses and damages within the deductible amounts of expenses, including interest on CONTRACTOR's r{ :> property insurance established by OWNER in capital employed for the Work and charges against a accordance with the Supplementary Conditions), CONTRACTOR for delin+,t►tent payments. provided they have resulted from causes other than the negligence of CONTRACTOR, any 11.5.41. Cost of premiums for all Bonds and for all Subcontractor, or anyone directly or indirectly insurance whether or not CONTRACTOR is required employed by any of them or for whose acts any of by the Contract Documents to purchase and maintain them may be liable. Such losses shall include the same (except for the cost of premiums covered by settlements made with the written consent and subparagraph 11.4.5.9 above). k approval of OWNER. No such losses,damages and , . expenses shall be included in the Cast of the Work 11.5.5. Costs due to the negligence of j Y for the purpose of determining CONTRACTOR's CONTRACTOR, any Subcontractor, or anyonex ' •��-' fee. If, however, any such loss or damage requires directly or indirectly employed by any of them or for reconstruction and CONTRACTOR is placed in whose acts any of them may be liable, including but charge thereof, CONTRACTOR shall be paid for not limited to, the correction of defective Work, services a fee proportionate to that stated in disposal of materials or equipment wrongly supplied t r '._ paragraph 11.62. and making good any damage to property. A 11.45.7. The cost of utilities, fuel and sanitary 115.6. Other overhead or general expense costs of facilities at the site. any kind and the costs of any item not specifically and expressly included in paragraph 11.4. 11.45.8. Minor expenses such as telegrams, long distance telephone calls, telephone service at the 11.6. The CONTRACTOR's fee allowed to site, expressage and similar petty cash items in CONTRACTOR for overhead and profit shall be connection with the Work. determined as follows: 11.459. Cost of premiums for additional Bonds 11.6.1. a mutually acceptable fixed fee; or and insurance required because of changes in the Work. 11.6.2. if a fixed fee is not agreed upon, then a fee �• based on the following percentages of the various . . rs. 115. The term Cost of the Work shall not include any portions of the Cost of the Work: of the following: . 11.6.2.1, for costs incurred under 115.1. Payroll costs and other compensation of paragraphs 11.4.1 and 11.4.2,the CONTRACTOR's ' CONTRACTOR's officers, executives, principals (of fee shall be fifteen percent; 'a++'• partnership and sole proprietorships), general managers, engineers, architects, estimators, attorneys, 11.6.2.2. for costs incurred under auditors, accountants, purchasing and contracting paragraph 11.43,the CONTRACTOR's fee shall be �Niiy '1 agents, expediters, timekeepers, clerks and other five percent; personnel employed by CONTRACTOR whether at a� the site or in CONTRACTOR's principal or a branch 11.623. where one or more tiers of subcontracts office for general administration of the Work and not are on the basis of Cost of the Work plus a fee and r specifically included in the agreed upon schedule of no fixed fee is agreed upon, the intent of job classifications referred to in paragraph 11.4.1 or paragraphs 11111 1,11.4.2,11.43 and 11.6.2 is that the l specifically covered by paragraph 11.4.4--all of which Subcontractor who actually performs or furnishes the ` r - F 35- 7 ;x �t a+,. A' �i'l�N �"'�" .r� t � , r �. }•jyi�y��} '�•�Z i�1st�,f}J1r&'",� '�:C`�. 'g• c ,�spjtvy4S��,g.ry��s�{�1.,� !t�9 r t ! + S }� d r M1 r r y � i ��1��?'��,�,t�jis"�,•• .. `%�R ate �}Y�j` 1 t i r a ' a r �t.�f r 1 �i�� • 1 t�' 1A:;jk,� 4 r`i { r, �� sx r��+.t � tr fl1• r ,! a 1 Y � i! � t+ r{��rr'• i��{!'��r''r''�7�c4"�:,{'v��Jy�fel rr� S.`tY ry }K` �'{a ht7 �} 1if''1,¢ � •r i i r ��,� t'�! 7, r.. . �9 �.,�'�l�Y,��AI�'�1' �ili rr�1yS +" t:; s ,1 `k f�,., ",n au ( „'t4. 4d�yit'f ..oJ+t.,�f t ry�.t try t c .t r< ..t.•_:y9 {, r .a .. t i lr?r r>. r i'X1.4<% y � .t u x �'.§ }S;Y' �''F'•^ Yy,a} '..♦ .ay,t, 4nfi tj YfX� n 3x}�..t'`4 rv.m. '^r. ;+ y %, y.},k.o; %'}�� ,'a:,,�7+;:.:.v'�ra��•7r3 W;'�. ",`;^, s ?N+4t• s`? �� Y�t'd f`•Y^'y f.. c:y'. (Yt. c,.' '+wauw>r...+yciieiwidugR,f►ri i>L1tyMAfNit�I�Mi:rY i.atLr-,i' 'rYYfiii Lill,LuYGi `1�` ._• ••/• � `Il r � UUU 4 Work, at whatever tier, will be paid a fee of profit and other expenses contemplated for the ,G. (`..v 'fit"2%i• %5;. fifteen percent of the costs incurred by such allowances have been included in the Contract nee << Subcontractor under paragraphs 11.4.1 and 11.42 and not in the allowances and no demand for t, and that any higher tier Subcontractor and additional payment on account of any of the foregoing, a � CONTRACTOR will each be paid a fee of will be valid. to Aj five percent of the amount paid to the next lower payment, r riate Change Order will Prior to final an appropriate' tier Subcontractor; be issued as recommended by ENGINEER to reflect R. , 11.6 2.4. no fee shall be payable on the basis of actual amounts due CONTRACTOR on account of , costs itemized under paragraphs 11AA 11.45 and Work covered by allowances, and the Contract Price � qua; o a,- shall be correspondingly Y adjusted. 11.5; y_4 t; ��;JY 11.6.25. the amount of credit to be allowed by •t-" CONTRACTOR to OWNER for any change which 11.9. Unit Price Work: r' results in a net decrease in cost will be the amount „ sf of the actual net decrease in cost plus a deduction in 11.9.1. Where the Contract Documents provide that {r CONTRACTOR's fee by an amount equal' to all or part of the Work is to be Unit Price Work, flue percent of such net decrease; and initially the Contract Price will be deemed to include • `'"°•`�`��' for all Unit Price Work an amount equal to the sum of >;:3r 11.6.2.6. when both additions and credits are the established unit price for each separately identified „ tr. involved in any one change, the adjustment in item of Unit Price Work times the estimate quantity t, CONT RACTOR's fee shall be computed on the of each item as indicated in the Bid. The estimated �zF. basis of the net change in accordance with quantities of items of Unit Price Work are not paragraphs 11.6.2.1 through 11.6.25, inclusive. guaranteed and are solely for the purpose of P � P =" comparison of Bids and determining an initial Contract FAR) : Y J'. 11.7. Whenever the cost of any Work is to be Price. Determinations of the actual quantities and classifications of Unit Price Work performed by determined pursuant to paragraphs 11A and 113, CONTRACTOR will establish and maintain records CONTRACTOR will be made by ENGINEER in �t "T, dance thereof m accordance with generally accepted accounting accordance with paragraph 9.10. practices and submit in form acceptable to ENGINEER an itemized cost breakdown together with supporting 11.9.2.. Each unit price will be deemed to include an 4 + data. OWNER may audit CONTRAC `OR's records amount considered by CONTRACTOR to be adequate related to such costs during customary business hours. to cover CONTRACTOR's overhead and profit for each separately identified item. 1..z t•. 11.93. OWNER or CONTRACTOR may make a Cash Allowances: claim for an adjustment in the Contract Prime in 11.8. It is understood that CONTRACTOR has accordance with Article 11 if: .' � included in the Contract Price all allowances so named ! , in the Contract Documents and shall cause the Work so 1193.1. the quantity of any item of Unit Price 4 covered to be furnished and performed for such sums as Work performed by CONTRACTOR differs : . may be acceptable to OWNER and ENGINEER. materially and significantly from the estimated quantity of such item indicated in the Bid; and CONTRACTOR agrees that: q Y 11.8.1. the allowances include the cost to 11.932. there is no corresponding adjustment ' CONTRACTOR(less any applicable trade discounts) with respect to any other item of Work; and of materials and equipment required b the allowances ' ul P� �I Y to be delivered at the site,and all applicable taxes;and 11.933. if CONTRACTOR believes that CONTRACTOR is entitled to an increase in 11.8.2. CONTRACTOR's costs for unloading and Contract Price as a result of having incurred RX` handling on the site,labor,installation costs,overhead, additional expense or OWNER believes that t _36. ��``S.• '�x�f' r7��+7'�`rF..,yv-`st:"t S ,� a 7 i4 M t ,�, .,� -r ��..,,,}q' tt kz v}y!b�� r y � r�k j tr�s t �� 1✓,t� ' g 3 } t•y } '`�3 r �,1��7 +,��r,iYt �t��+ t�i�4311,§;,�rC t{�'�s��f��;r�ri�.�,��ry�� rlr �� t ! `''y4>Z� ,'. 1. d r�:. NyyVy .�••_t+ ,, {`'� d 47 ,' } rt :1 ,} k f. .,ts ,jet ,.t.xyVr l2rS r d Ste` R OWNER is entitled to a decrease in Contract Price 12.4. Where CONTRACTOR is prevented from and the parties are unable to agree as to the amount completing any part of the Work within the Contract ' of any such increase or decrease. Times (or Milestones) due to delay beyond the control r. of both OWNER and CONTRACTOR, an extension of ` the Contract Times (or Milestones) in an amount equal to the time lost due to such delay shall be "w ARTICLE 12--CHANGE OF CONTRACT TIMES CONZRACTOR's sole and exclusive remedy for such delay. In no event shall OWNER be liable to CONTRACTOR, any Subcontractor, any Supplier, any 12.1. The Contract Times(or Milestones)may only be other person or organization, or to any surety for or changed by a Change Order or a Written Amendment. employee or agent of any of them, for damages arising Any claim for an adjustment of the Contract Times (or out of or resulting from (i) delays caused by or within r, t; Milestones)shall be based on written notice delivered by the control of CONTRACTOR.,or(ii) delays beyond the the party making the claim to the other party and to control of both parties including but not limited to fires, ;. ENGINEER promptly(but in no event later than thirty floods, epidemics, abnormal weather conditions, acts of days) after the occurrence of the event giving rise to the God or acts or neglect by utility owners or other 'µ claim and stating the general nature of the claim. Notice contractors performing other work as contemplated by of the extent of the claim with supporting data shall be Article 7. delivered within sixty days after such occurrence (unless ENGINEER allows an additional period of time to a ascertain more accurate data in support of the claim) and shall be accompanied by the claimant's written ARTICLE B—TESTS AND INSPECTIONS; A 7 statement that the adjustment claimed is the entire CORRECTION, REMOVAL OR adjustment to which the claimant has reason to believe ACCEPTANCE OF DEFECTIVE it is entitled as a result of the occurrence of said event. WORK If OWNER and CONTRACTOR cannot otherwise agree, all claims for adjustment.in the Contract Times (or Milestones) shall be determined by ENGINEER in 13.1. Notice of Defects: Prompt notice of all defective accordance with paragraph 9.1L No claim for an Work of which OWNER or ENGINEER has actual . adjustment in the Contract Times(or Milestones)will be knowledge will be given to CONTRACTOR. . All. 3, valid if not submitted in accordance with the defective Work may be rejected, corrected or accepted. requirements of this paragraph 12.1. as provided in this Article 13. 122. All time limits stated in the Contract Documents are of the essence of the Agreement. Access to Work: h. 123. Where CONTRACTOR is prevented from 132. OWNER, ENGINEER, ENGINEER's r• completing any part of the Work within the Contract Consultants, other representatives and personnel of Times (or Milestones) due to delay beyond the control OWNER, independent testing laboratories and of CONTRACTOR,the Contract Times(or Milestones) governmental agencies with jurisdictional interests will will be extended in an amount equal to time lost due to have access to the Work at reasonable times for their such delay if a claim is made therefor as provided in observation, inspecting and testing. CONTRACTOR paragraph 12.1. Delays beyond the control of shall provide them proper and safe conditions for such CONTRACTOR shall include,but not be limited to,acts access,and advise them of CONTRACTOR's site safety or neglect by OWNER, ads or neglect of utility owners procedures and programs so that they may comply or other contractors performing other work as therewith as applicable. contemplated by Article 7,or to fires,floods,epidemics, abnormal weather conditions or acts of God. Delays Tests and Inspections: attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the 133. CONTRACTOR shall give ENGINEER timely control of CONTRACTOR. notice of readiness of the Work for all required is r F �. . -37- l�` 1 •, y ��t��'°4�,za ,'iK i��S fF'4 ��'jJ��1 r �'' Y r Y e pC' r; � +� Q + ' •r A h , va & acovering Work: te with U inspections, tests or approvals, and shall cooperate n personnel to facilitate required 0 the writte inspection and testing 13.8. If any Work is covered contrary t -quested by inspections or tests. request of ENGINEER, it must, if re ENGINEER'S Ob- OWNER shall employ and pay for the services ENGINEER, be uncovered for 13.4. servation and replaced at CONTRACTOR's expense. perform all of an independent testing laboratory to PC inspections, Wits or approvals req uired by the Contract 13.9. if ENGINEER considers it necessary Or covered Work be observed by Documents except: advisable that or inspected or tested by others, .1. for inspections,tests or approvals covered by ENGINEER request, shall CONTRACTOR, at ENGINEEWS 13A make available for aph 13.5 below; uncover, evose or otherwise paragraph observation, inspection or testing as ENGINEER May connection with tests question,furnishing 13A.2. that costs incurred in co require,that portion of the Work in ques Mont. If it is to paragraph 139 inspections conducted pursuant all up or ins, ecessary labor, material and equip agraph 139; shall shall be paid as provided in said par found that such Work is defective,CONTRACTOR below claims,and pay all m, costs, losses and damages caused by, arising out of or resulting from such uncovering, as otherwise specifically Provided in blie inspection and testing and of 13.43. exposure, observation, ins] (including but Contract Documents. satisfactory replacement or reconstruction work not limited to all costs of repair or replacement Of wO 13.5. if Laws or Regulations of any public body having shall be entitled to an any Work (or part thereof) of others); and OWNER d, if the Contract Price, an jurisdiction require d by an appropriate decrease in the C thereof,may specifically to be inspected, tested or approve unable to agree as to the amount such public body, parties are employee or other representative of provided in Article 11- If, make a claim therefor as provi assume fall responsibility for CONTRACTOR shall work is not found to be defective, tests or however, such allowed an increase in the arranging and obtaining such insPect'Onst CONTRACTOR shall be costs in connection therewith and approvals, Pay all Contract price or an extension of the Contract Times(or '-MER the required certificates Of Milestones), 0 furnish ENGH r both, directly attributable to such OR shall also be' on, testing, inspection or approval. CONTRACT shall pay all uncovering, exposure, observation, inspection, are and obtaining and replacement and reconstruction, and, if the P responsible for arranging any inspections, tests or to the amount or extent thereof, costs in connection with a unable to agre-e as provided and ENGINEM OR may make a claim therefor as approvals required for OWNER'S in CONTRACT review of materials or equipment to be incorporated mix designs or equipment in Articles 11 and 12. Work, or of materials, the review prior to CONTRACTOR's submitted for incorporation in the Work- purchase thereof for OWNER May Stop the Work: 13.6. If any Work or the work Of Others)that is"0 be work is defective, or CONTRACTOR is covered by 13.10. if the inspected) tested Or approved fails to supply sufficient Wiled workers or suitable Of or fans to furnish or perform the CONTRACTOR without written concurrence XR, be materials or equipment, if requested by ENGINE completed Work will ENGINEER, it must, Work in such a way that the uncovered for observation. conform to the Contract Documents, OWNER May or any portion aloh 13.6 order CONTRACTOR to stop the Work, k .7. Uncovering Work asp in paragm. the cause for such order has ,been 13 thereof, until shall be at CONTRACTORps expense unless to stop the CONTRA.CTOR has given ENGINEER timely notice of eliminated; however, this right of OWNER .A _r the same and Work shall not give rise to any duty on the Part Of CONTRACTOR!s intention to cove WNER to exercise this right for the benefit of not acted with reasonable promptness ENGINEER has COO NTRACTOR or any surety or other party. ra in response to such notice. E. H1 'm 't"N. aM, ;�, i �5, vll F't�z}'c;i.aaf��f�'��" �}°;� Ld,� ��.� � �., I r•�� !h�'�'�� xi ... ;' •, ,�°`.�fi`�,3.it4F.d��•'t"}jt�.� '.�1N 1 'pJti�ucAxa�lw...>:.i�'., d'�:::xw�i,,..:.Ysi.:i.«..enx+sw,i4iirw.s,.ut'n,..:vi'-�.+.._....:.. .........r.'L..«tr'. � i .c r4 Correction or Removal of Defective Work: Acceptance of Defective Work: ;. 13.11. If required by ENGINEER, CONTRACTOR 13.13. If, instead of requiring correction or removal shall promptly, as directed, either correct all defective and replacement of defective Work,OWNER(and,prior Work,whether or not fabricated,installed or completed, to ENGINEER's recommendation of final payment,also ;k or, if the Work has been rejected by ENGINEER, ENGINEER) prefers to accept it, OWNER may do so. remove it from the site and replace it with Work that is CONTRACTOR shall pay all claims, costs, losses and '>y, not defective. CONTRACTOR shall pay all claims, damages attributable to OWNER's evaluation of and costs, losses and damages caused by or resulting from determination to accept such defective Work(such costs such correction or removal (including but not limited to to be reviewed by ENGINEER as to reasonableness). If . all costs of repair or replacement of work of others). any such acceptance occurs prior to ENGINEER's recommendation of final payment, a Change Order will be issued incorporating the necessary revisions in the 13.12. Correction Period: Contract Documents with respect to the Work; and OWNER shall be entitled to an appropriate decrease in 13.12.1. If within one year after the date of the Contract Price,and,if the parties are unable to agree Substantial Completion or such longer period of time as to the amount thereof, OWNER may make a claim as may be prescribed by]Laws or Regulations or by the therefor as provided in Article 11. If the acceptance terms of any applicable special guarantee required by occurs after such recommendation, an appropriate the Contract Documents or by any specific provision of amount will be paid by CONTRACTOR to OWNER. the Contract Documents, any Work is found to be defective, CONTRACTOR shall promptly, without cost to OWNER and in accordance with OWNER's OWNER May Correct Defective Work: '''rt written instructions: (i) correct such defective Work, or,if it has been rejected by OWNER,remove it from 13.14. If CONTRACTOR fails within a reasonable the site and replace it with Work that is not defective, time after written notice of ENGINEER to correct ,� „ and (ii) satisfactorily correct or remove and replace defective Work or to remove and replace rejected Work rJ' any damage to other Work or the work of others as required by ENGINEER in accordance with ' �r resulting therefrom. If CONTRACTOR does not paragraph 13.11, or if CONTRACTOR fails to perform promptly comply with the terms of such instructions,or the Work in accordance with the Contract Documents, in an emergency where delay would cause serious risk or if CONTRACTOR fails to comply with any other of loss or damage, OWNER may have the defective provision of the Contract Documents, OWNER may, Work corrected or the rejected Work removed and after seven days' written notice to CONTRACTOR, replaced, and all claims, costs, losses and damages correct and remedy any such deficiency. In exercising caused by or resulting from such removal and the rights and remedies under this paragraph, OWNER replacement (including but not limited to all costs of shall proceed expeditiously. In connection with such repair or replacement of work of others) will be paid corrective and remedial action, OWNER may exclude by CONTRACTOR. CONTRACTOR from all or part of the site, take possession of all or part of the Work, and suspend 13.12.2. In special circumstances where a particular CONTRACTOR's services related thereto, take t item of egtdpment is placed in continuous service possession of CONTRACTOR's tools, appliances, f before Substantial Completion of all the Work, the construction equipment and machinery at the site and correction period for that item may start to run from incorporate in the Work all materials and equipment an earlier date if so provided in the Specifications or stored at the site or for which OWNER has paid by Written Amendment. CONTRACTOR but which are stored elsewhere. CONTRACTOR shall allow OWNER, OWNER's 13.123. Where defective Work (and damage to representatives, agents and employees, OWNER's other other Work resulting therefrom) has been corrected, contractors and ENGINEER and ENGINEER's removed or replaced under this paragaph 13.12, the Consultants access to the site to enable OWNER to correction period hereunder with respect to such Work exsrcise the rights and remedies under this paragraph. Will be extended for an additional period of one year All claims, costs, losses and damages incurred or after such correction or removal and replacement has sustained by OWNER in exercising such rights and been satisfactorily completed. remedies will be charged against CONTRACTOR and a 4,rN G -39- 4�1 L s t a 1�t �c r r l t ..., ty s' 19N' t s d �=a�S F t ' n� t l r. l d s ;,t,zz t��. ,t a P �11L,.i`}�i t °•!. y .1 J'. �, 3 F t t� ji �t�',,t.,f �t S�} i L i t �. RA ari �, v: k Ft 1 ricrtre '4 �'Pu. g♦ A vY,^.'+s. jr , p ! �'t�R . 1 w A - I t .t{ NkIVc «I' it 4 t IP .r 111t .�.:� {x.0�'�/,'g'•st T u � + /fF;rU ft's Sit ! t x ..f3� 9�.;.i� x ' 1 CUN AWL Change Order will be issued incorporating the necessary ''RAC'TOR's Warranty of Title: revisions in the Contract Documents5 with respect to the k• and OWNER shall be entitled to an appropriate 14.3. CONTRACTOR warrants soil guarantees that Work; .,:. decrease in the Contract Price, and, if the parties are title to all Work, materials and equipment covered by , a as to the amount thereof, OWNER may any Application for Payment, whether incorporated in unable to agree make a claim therefor as provided in Article 11. Such the Project or not, free and clear of allRLiens ter than claims,costs, losses and damages will include but not be the time of payment t limited to all costs of repair or replacement of work of x i others destroyed or damaged by correction, removal or replacement of COI`'T'RACTOR's defective Work. Review of Applications for Progress Payment: t CONTRACTOR shall not be allowed an extension of the Contrail Times(or Milestones) because of any delay in 14.4. ENGINEER will,within ten days after receipt of Application for Payment, either indicate in writing t the performance of the Work attributable to the exercise each APP ' r by OWNER of OWNER's rights and remedies a re-comm OWNER, orreturn the Applicationtto * ' x hereunder. CONTRACTOR indicating in writing ENGINEER's reasons for refusing to recommend payment. In the ..„, latter case, CONTRACTOR may make the necessary ARTICLE 14'—PAYIviENTS TO CONTRACTOR AND corrections and resubmit the Application. Ten days after s presentation of the Application for Payment to OWNER COMPLETION with ENGINEER's recommendation, the amount ','_ r + recommended will (subject to the provisions of the last sentence of paragraph 14.7) become due and when due Schedule of Values: C-I.OR. will be paid by OWNER to CONTRA +:r't 14.1. The schedule of values is covered in paragraph r'. kk' 'S 2.9 and in Division 1, General Requirements. 145. ENGINEER's recommendation of any payment requested in an Application for Payment will constitute { a representation by ENGINEER to OWNER, based on ; Application for Progress Payment: ENGINEER's on-site observations of the executed Work as an experienced and qualified design professional and 14.2. At least twenty days before the date established on ENGINEER's review of the Application for Payment ; for each progress payment(but not more often than once and the accompanying data and schedules, that to e ;.,..., a month),CONTRACTOR shall submit to ENGINEER best of ENGINEER'S knowledge,information and belie , r y for review an Application for Payment filled out and { signed by CONTRACTOR covering the Work completed. 145.1. the Work has progressed to the point br. s indicated, as of the date of the Application and accompanied by ►;-..4 such supporting documentation as is required by the ` ;. ` Contract Documents. If payment is requested on the 145.2. the quality of the Work is generally to basis of materials and equipment not incorporated in the accordance with the Contrail Documents (subject to Work but delivered and suitably stored at flee site or at an evaluation of the Work as a functioning whole prior another location agreed to in writing,the Application for to ysuubsenquentst tests called Completion,in to the the CContract ,A Payment shall also be accompanied by a bill of We, Y ; r invoice or other documentation warranting that OWNER Documents,to a final determination of quantities an `r has received the materials and equipment free and clear classifications for Unit Price Work under ' erials and paragraph 9.10, and to any other qualifications stated of all Liens and evidence that the mat equipment are covered by appropriate property in the recommendation), and insurance and other arrangements to protect OWNER's 14.5.3. the conditions precedent to interest therein, all of which will be satisfactory to OWNER. The amount of retainagc with respect to CONTRACTOR's being entitled to such payment will be as stipulated in the appear to have been fulfilled insofar as it is ` progress payments ENGINEER's responsibility to observe the Work. Agreement. tai � r; 40AAnn - 1 mill 4 r i FJ y x ..57.t¢,Y r t n �o yy Il "t1r s 1 r �yC,7i< °ItS s!r+-�iR�T �ta 1 N7 a ' 'y 5�4y++matyF} �.. t r �s�t 1�a 9t+ fd' �,`��4��rr`ve.r!'�r�i,�tF��3'fS��>„+.,�;�iSt'.��Zt''e'F,•'?y�� 4fi t! t +r t <x �I c a s.v i• a.7.a�'1Ts,;ri+! t��L�,a .� �' �1 J � c�� !1 . ��!{' �, �� ,{ r t�i ��q'i�,•`s��}fir+ �� 4�,t,i! �t; #'F� �5�"'�t„�” ��t,•s ,,,tr ,�. n °� xa�f �� t t `�f� +�' ��of rli�'�}�`� � Y :�'5��rF fr` . 44 � y �' sA11 8r r ry t 4 0 ,P7 it t t .r 3 }'�,rt:u r �`r-, j,t .t sl - di t r�+/'Y ^1rtl, t'S t 43 df. 1,y} Jtbl7l S'jl A'•D''�r`'' '. ,y�y c- 4 �'�� •� "Ys i}P}hf}" pAi!rt'� (a?¢a'•*"+':A �, f;+. ? J f 4 t t ter 4 �' t t�+� :3r y t}atyy f" However, by recommending any such payment OWNER may refuse to make payment of the full amount y ENGINEER will not thereby be deemed to have recommended by ENGINEER because: represented that: (i) exhaustive or continuous on-site inspections have been made to check the quality or the 14.7.5, claims have been made against OWNER on quantity of the Work beyond the responsibilities account of CONTRACTOR's performance or specifically assigned to ENGINEER in the Contract furnishing of the Work, Documents or (ii) that there may not be other matters or issues between the parties that might entitle 14.7.6. Liens have been filed in connection with the Y CONTRACTOR to be paid additionally by OWNER or Work, except where CONTRACTOR has delivered a ; ` entitle OWNER to withhold payment to specific Bond satisfactory to OWNER to secure the M CONTRACTOR. satisfaction and discharge of such Liens, 5 14.6. ENGINEER's recommendation of any payment, 14.7.7. there are other items entitling OWNER to a including final payment,shall not mean that ENGINEER set-off against the amount recommended, or 6x is responsible for CONTRACTOR's means, methods, techniques, sequences or procedures of construction, or 14.7.8. OWNER has actual knowledge of the {k the safety precautions and programs incident thereto,or occurrence of any of the events enumerated in k' for any failure of CONTRACTOR to comply with Laws paragraphs 14.7.1 through 14.73 or paragraphs 152.1 and Regulations applicable to the furnishing or through 15.2.4 inclusive; performance of Work, or for any failure of CONTRACTOR to perform or furnish Work in but OWNER must give CONTRACTOR immediate accordance with the Contract Documents. written notice (with a copy to Engineer) stating the reasons for such action and promptly pay 14.7. ENGINEER may refuse to recommend the CONTRACTOR the amount so withheld, or any whole or any part of any payment if, in ENGINEER's adjustment thereto agreed to by OWNER and 'a opinion, it would be incorrect to make the CONTRACTOR when CONTRACTOR corrects to representations to OWNER referred to in OWNER's satisfaction the reasons for such action. paragraph 145. ENGINEER may also refuse to recommend any such payment, or, because of subsequently discovered evidence or the results of Substantial Completion: subsequent inspections or tests,nullify any such payment previously recommended, to such extent as may be 14.8. When CONTRACTOR considers the entire necessary in ENGINEER's opinion to protect OWNER Work ready for its intended use, CONTRACTOR shall from loss because: notify OWNER and ENGINEER in writing that the entire Work is substantially complete (except for items 14.7.1. the Work is defective, or completed Work specifically listed by CONTRACTOR as incomplete)and has been damaged requiring correction or request that ENGINEER issue a certificate of replacement, Substantial Completion. Within a reasonable time thereafter,OWNER,CONTRACTOR and ENGINEER 14.7.2, the Contract Price has been reduced by shall make an inspection of the Work to determine the Written Amendment or Change Order, status of completion. If ENGINEER does not consider the Work substantially complete,ENGINEER will notify 14.73. OWNER has been required to correct CONTRACTOR in writing giving the reasons therefor. defective Work or complete Work in accordance with If ENGINEER considers the Work substantially paragraph 13.14, or complete, ENGINEER will ,prepare and deliver to OWNER a tentative certificate of Substantial Completion 14.7.4. ENGINEER has actual knowledge of the which shall fix the date of Substantial Completion. occurrence of any of the events enumerated in There shall be attached to the certificate a tentative list paragraphs 15.2.1 through 15.2.4 inclusive. of items to be completed or corrected before final t �a -41- tits t `S"•'� fiPaTi�' "^ is t 7. ..9 '..y< Eii- o�� t't at j t t •.--....:7.efr s. t j i 2 tt �} t j &' � , f,•'dt .,, # t.. +er S�4F.1 , ao r d 1 � . 4+5� a,, f,� ~.f,f y°�r�.` 1'`� �7vz �ti i ,�7 � � �i 1^l�ta FPi i� }'••fir ."''t tia.scC�}} l.4 't { � c r 3.'h c t�Jiz,,}1�� f. +�ME t,aepw S�rcyrh'fi'i t�,f tt, r4 �i 3 } S � F�MO.,�v +�'sa,.a> �. .f l nrf;:''-.Kl.., i r. .t^,1 '{nl : •'.Jt3''' S � � t ',.<r 1 i cd, .t,•r, t. .. ! 4} t '" .. �I` �i'�"^��r rif �� i�.�`r{�yt t,'?�.:�,.., �r.�,.,..,; ._ . a�, ,_ .. t. •t ai,c �i't-F.�.{��+i�r �ir�!'�A�R iS��l, !Ilf f !' !,`i �. �1t �. :�trk><yt (, f sY. .�tCSr t .t. ,5..,•f •'. t ,1 `kr I •>„sFu.'Lr t r` ' .ft 17 ; {t"x s)Ayty, ! siwew�:uwnain�l�hMM1tlxWA ks+ri.rxin.+atW.wi.•,:«�+...,_,. .,. ,.._:!i .t.,....,. to...._<....+].:.t.L...1a.'wi#'iLl,u�+.'��,,tS++ �J•:e "a. payment. OWNER shall have seven days after receipt of any such part of the Work which OWNER believes to '-7 the tentative certificate during which to make written be ready for its intended use and substantially objection to ENGINEER as to any provisions of the complete. If CONTRACTOR agrees that such part of certificate or attached list. If, after considering such the Work is substantially complete, CONTRACTOR ' objections, ENGINEER concludes that the Work is not will certify to OWNER and ENGINEER that such z` substantially complete,ENGINEER will within fourteen part of the Work is substantially complete and request days after submission of the tentative certificate to ENGINEER to issue a certificate of Substantial ;SV OWNER notify CONTRACTOR in writing, stating the Completion for that part of the Work. reasons therefor. If, after consideration of OWNER's CONTRACTOR at any time may notify OWNER and objections,ENGINEER considers the Work substantially ENGINEER in writing that CONTRACTOR considers complete, ENGINEER will within said fourteen days any such part of the Work ready for its intended use r execute and deliver to OWNER and CONTRACTOR a and substantially complete and request ENGINEER to definitive certificate of Substantial Completion (with a issue a certificate of Substantial Completion for that # revised tentative list of items to be completed or - j p part of the Work. Within a reasonable time after <' corrected) reflecting. such changes from the tentative either such request, OWNER, CONTRACTOR and certificate as ENGINEER believes justified after ENGINEER shall make an inspection of that part of • consideration of any objections from OWNER. At the the Work to determine its status of completion. If }.; time of delivery of the tentative certificate of Substantial ENGINEER does not consider that part of the Work ;. 4 ' ,�.,. Completion, ENGINEER will deliver to OWNER and to be substantially complete, ENGINEER will notify }iy .•. '�� CONTRACTOR a written recommendation as to OWNER and CONTRA CTOR in writing giving the division of responsibilities p en ding final p a y payment between r easons therefor. If ENGINEER considers that part ��': ��•':ax. respect to security, of the Work z ;;r'•= OWNER and CONTRACTOR with resp to be substantially complete, the operation, safe ty, m ainte nance heat utilities insurance ce rovisions of paragraphs a hs 14 1 P .8 and 14.9 will with �->E�•r.l.;.r P � P ii and warranties and guarantees. Unless OWNER and respect to certification of Substantial Completion of CONTRACTOR agree otherwise in writing and so that part of the Work and the division of responsibility inform ENGINEER in writing prior to ENGINEER's in respect thereof and access thereto. issuing the definitive certificate of Substantial ^ Completion, ENGINEER's aforesaid recommendation 14.10.2. No occupancy or separate operation of part will be binding on OWNER and CONTRACTOR until of the Work will be accomplished prior to compliance { final payment. with the requirements of the Supplementary Conditions ; ,. 14.9. OWNER shall have the right to exclude pertaining to property insurance. CONTRACTOR from the Work after the date of Substantial Completion, but OWNER shall allow Final Inspection: -j CONTRACTOR reasonable access to complete or correct items on the tentative list. 14.11. Upon written notice from CONTRACTOR that the entire Work or an agreed portion thereof is t complete, ENGINEER will make a final inspection with Partial Utilization: OWNER and CONTRACTOR and will notify CONTRACTOR in writing of all particulars in which ' 14.10. Use by OWNER at OWNER's option of any this inspection reveals that the Work is incomplete or substantially completed part of the Work which: (i) has defective. CONTRACTOR shall immediately take such specifically been identified in the Contract Documents, measures as are necessary to complete such Work or or (ii) OWNER, ENGINEER and CONTRACTOR remedy such deficiencies. agree constitutes a separately functioning and usable part of the Work that can be used by OWNER for its intended purpose without significant interference with Final Application for Payment: CONTRACTOR's performance of the remainder of the Work, may be accomplished prior to Substantial 14.12. After CONTRACTOR has completed all such Completion of all the Work subject to the following: corrections to the satisfaction of ENGINEER and delivered in accordance with the Contract Documents all 14.10.1. OWNER at any time may request maintenance and operating instructions, schedules, CONTRACTOR in writing to permit OWNER to use guarantees, bonds, certificates or other evidence of -42- , ..r• � ZF ��} � � � t t � t t � } "< �•. yy ��StPNi�? It q 7 ! �$#f t�Y� ✓,f '�r e,r� � �xi. tt! .i; 4 r aJ 4t,��. rr5 ✓`' aTt. f eh f, � I I '�bt ;ir��£.yti't�,j��.� Y�ie�•.vtit•':' t"'�'�,�:fj}+rzt}}�.}�F'f.#r�rlSr!ii �tiL ! � t t i fi5'itt lr+l�r�d.�iv�!d�^ avw."94" 4f � 1 a „`t .s .�, tS Sio{"T�^1..-/�� ty.^,u;St`tt„'.;{'t': '%"t;h:`iy1.f},.,trri�lt.,,Ntx.y '� ,� ( tr ,l �,.,i;4:`i'/,.rf,�frl��y'✓ti�'•J){yt5 f f...r,•. ..J. E`.n:{ ',�. t'�1:y r Y t:. !V 4 '4 s s a' r t. t.'iy'RF'.t,. 5. f,}� �t�`.tlT' 1• i• r z r kt l it• y f .4;a .'.=f':� -;Y4.,f; f ,.t.,;.•rr g �. ♦..t,,r'' { ,tl'�a ',5i± .� e ,.f, f r7ji•; � t�t .S. .fn• t .y„ ..;fs. '�,4.� !?, t�,, ,;�.�,'t,.'. �, t:i r.:�,° s,` t t p, r �,, c ��.]y, r "1•�`:iy'y:y yye tt x.. ^. I f, .r�+� p �t�*:�'!, 1. t. t.a..v t`•�'�'{{''',t i� .t .a' a `• 'r ir�,:4. 1 't_ 1 .'t . w�� •. ,� lnt' 's: r.n,.t;t. �L.,,t "�•'t: ':r;Sin } f .f, T .hr }t ��:Sr .tt,, rr h i:• tnPA..'it� 44�!'�"" S y r �� "bvS .,q r>•,'t':>,+ �.� `t`,ar. r {�:�k.. . r .1 �, t•.��s,'s`" � .•� ♦♦K '�'=..C. :.l." s:•..,r..t ¢¢`t. �f ay:f. .5 r k:'•r>,ar l •.t. y „,U+r:,,, ?`.d,�i+� ,�v�r '+1 i` ry. tc•1�'Xii CY,. .'T.+1 7' '4 1 t t' ."$ '.t•. .r.., \. i {bb�:{t:C y'13r �! .fit `✓3J ,1.. .5.. f.kR' .4a .l 1',' -1.F",:< .f Y..3. t r.": �'{� '+ o ;.,..;aF�;..,w�.l � � •" .7t � ia. 1u .�}' r� } 1 �ut�t .i� F, '�s �r yftY Eo ! yn� frY t. ; r r ;.s. ."w, k ✓ } p tit. N ..dt y � , r 4 ttr}t `� rt t t .JVV tt 't t� I`'S't!`�" a. t rt +� 1 4y�'tij,•p., ,,,,,��„ ,�L 1 d5A5f. t7 'l Sr�+t.' i?`f �r .'t.frr{'i r f' r '.'' 2. ,y r$Ytl `if� �f �}r{4.is w i!. �•.. ( t�r y .�,+. V'i Y r�•r"+,rjS y,b v,r "t,r 5' + rl `t .'J �7 T .p % }.{. r:. t„s r cT}t i i !{ItY`.. .f6{i�` Yaa; t� r:'tf d•'r L i Ltf ff4 '' t(. •, - ... 7 r'� r �F ,: + ,t�£T'`+r;• d r ' .F , I A .. � ,.., _ . ... -__. ,.tea.__ 1 __—.�__ �.—.�_'^_'�._.�_.x___�. .s., :• ,i�. h �'; �� t,t 1 "�i•,x, 'a�-R it y3 t i t nl j ..tr : t c :. t .... � t i � �. '>~ Cv . insurance required by the Supplementary Conditions, notice of acceptability, the amount recommended by ¢� certificates of inspection, marked-up record documents ENGINEER will become due and will be paid by (as provided in paragraph 6.19), and other documents, OWNER to CONTRACTOR. CONTRACTOR may make application for final payment -, z: following the procedure for progress payments. The 14.14. If, through no fault of CONTRACTOR, final final Application for Payment shall be accompanied completion of the Work is significantly delayed and if . I (except as previously delivered) by: (i) all ENGINEER so confirms, OWNER shall, upon receipt r documentation called for in the Contract Documents, of CONTRACTOR's final Application for Payment and 1 including but not limited to the evidence of insurance recommendation of ENGINEER, and without required by the Supplementary Conditions, (il) consent terminating the Agreement,make payment of the balance ; of the surety,if any, to final payment, and (iii) complete due for that portion of the Work fully completed and 2,: and legally effective releases or waivers (satisfactory to accepted. If the remaining balance to be held by OWNER) of all Liens arising out of or filed in OWNER for Work not fully completed or corrected is connection with the Work. In lieu of such releases or less than the retainage stipulated in the Agreement, an •� waivers of Liens and as approved by OWNER, if Bonds have been furnished as required in the k� CONTRACTOR may furnish receipts or releases in full Supplementary Conditions, the written consent of the and an affidavit of CONTRACTOR that: (i) the surety to the payment of the balance due for that portion 'r w releases and receipts include all labor, services, material of the Work fully completed and accepted shall be and equipment for which a Lien could be filed, and submitted by CONTRACTOR to ENGINEER with the (ii) all payrolls, material and equipment bills and other Application for such payment. Such payment shall ber, ;.R �t indebtedness connected with the Work for which made under the terms and conditions governing final s3 � ka.r. tt ' .,, . g rning OWNER or OWNER's property might in any way be payment, except that it shall not constitute a waiver of responsible have been paid or otherwise satisfied. If any claims. Subcontractor or Supplier fails to furnish such a release s ;' Y Tai �.,;..; or receipt in full, CONTRACTOR may furnish a Bond x' :{4:.,• or other collateral satisfactory to OWNER to indemnify Waiver of Claims: wYS� s OWNER against any Lien. t 14.15. The making and acceptance of final payment " will constitute: Final Payment and Acceptance: 14.15.1. a waiver of all claims by OWNER. against I1 14.13. If,on the basis of ENGINEER's observation of CONTRACTOR,except claims arising from unsettled ., the Work during construction and final inspection, and Liens, from defective Work appearing after final ENGINEER's review of the final Application for inspection pursuant to paragraph 14.11,from failure to ' Payment and accompanying documentation as required comply with the Contract Documents or the terms of ' by the Contract Documents,ENGINEER is satisfied that any special guarantees specified therein, or from ' the Work has been completed and CONTRACTOR's CONTRACTOR's continuing obligations under the other obligations under the Contract Documents have Contract Documents; and ' been fulfilled, ENGINEER will, within ten days after receipt of the final Application for Payment, indicate in 14.152. a waiver of all claims by CONTRACTOR r' writing ENGINEER's recommendation of payment and against OWNER other than those previously made in ,+ " present the Application to OWNER for payment. At the writing and still unsettled. same time ENGINEER will also give written notice to OWNER and CONTRACTOR that the Work is r t acceptable subject to the provisions of paragraph 14.15. Otherwise, Engineer will return the Application to ARTICLE 15—SUSPENSION OF WORK AND CONTRACTOR, indicating in writing the reasons for TERMINATION k ' refusing to recommend final payment, in which case CONTRACTOR shall make the necessary corrections , .: and resubmit the Application. Thirty days after the OWNER May Suspend Work: presentation to OWNER of the Application and accompanying documentation, in appropriate form and 15.1. At any time and without cause, OWNER may substance and with ENGINEER'S recommendation and suspend the Work or any portion thereof for a period of i d�4 M '1y ( -43- la rt ��,L u `�14��,r':..''�j r'�r7 }+•...--....n.i -y—.,.-..w.w+rv,gP , :�.*a1�k� t!ly"44�r+swum .3';' i Y '^T'Sr++ ir,t .(r y.;"+ r 9 `! 11, � 1 t �"' 1 : �• r: r e L t to 1 rt .r l�,gl'rr+{L -s F.1''t"" y �� F�F 51�s•`{' <j .., � � �,;m + �1 t :� t t ,. s tit tt ? x,r I�p+�y{i l� ,tip � 1. � ,[f� Y'r ( �t +� r , s .7 f t !t.? ('t d 1 �,�` �S'�'4 • j t f a��k;r� ��++ ' �� s � '. t a .�,r�$ sy, p�'� ��,t��Wti�• ti° .�. � : ;c� ��t��.tt'.a ttd Ii,i 3 r4.� '!� i tt S s ' `:} �, '�6�i GP�. •'fin iR��f..,,�t..1�� z,t,,I� a-,„•1,L>i�,rif�'+'� a�, t. r � .,y � iii ..t.S>~y�N�,�'�!'y it+#� "t1��; � .3 � ,. •• si r i t t y rl! tkt .� .'I'V ra f .: ":Yr t tv Lp,,�,.,'rat M�•°?!.�`>' 1'� s. 2s t,. yy i t .t i:; j �....� .X�i r5#jr ,'%rtK. •.., r.;v.G`' Sy t .;xr �'.;.,;1 r ,,,,fir, t �.,.t,,t x.��•� tit i.g t t iN �'��t„x,�� rfz,;l�r .,.`x`,lt' s"i7.�, �a.�v. it '�y ,,,?t.P. 1 m"�{,','�•tay��;,"rr�+i.i}"'� Sti� ++f.•.t ?, Lr`r drfi4 �iiuj> T >it ft fi .i -py`r< ti +. } i s'r t r sA.t ht 5✓.r': v f y } S'r r" 1 4x��.,�•r ' �' ��t.?�h�e* 1.�4 s��rR,Gr i6F );�,, .t�fy�a�}",1�\)aS�'+r 'x�Jf ��3:'.f - a ��''k�#a7:^�s3'�1?�tyi�tl�'�8��3��%� r.f. 1 notice in writ' to arising out of or resulting from completing the Work, � not more than ninety days by � R CONTRACTOR and ENGINEER which will fix the such excess will be paid to CONTRACTOR. If such K, date on which Work will be resumed. CONTRACTOR claims, costs, losses and damages exceed such unpaid shall resume the Work on the date so fixed. balance, CONTRACTOR shall pay the difference to _.. CONTRACTOR shall be allowed an adjustment in the OWNER. Sucle, claims, costa, losses and damages Contract Price or an extension of the Contract Tunes, or incurred by OWNER will be reviewed by ENGINEER by both, directly attributable to any such suspension if as to their reasonableness and when so recommended dd e CONTRACTOR makes an approved claim therefor as ENGINEER incorporated in a Change Order, provied . ' provided in Articles 11 and 12. that when exercising any rights or remedies under this ; t paragraph OWNER shall not be required to obtain the OWNER May Terminate: lowest price for the Work performed. 15 . Upon the occurrence of any one or more of the 15.3. Where CONTRACTOR's services have been so .2 �? 'y terminated by OWNER, the termination will not affect following events: any rights or remedies of OWNER against x 15.2.1. if CONTRACTOR persistently fails to CONTRACTOR then existing or which may thereafter perform the Work in accordance with the Contract accrue. Any retention or payment of moneys due Documents (including, but not limited to, failure to CONTRACTOR by OWNER will not release supply sufficient skilled workers or suitable materials CONTRACTOR from liability. ' or equipment or failure to adhere to the progress ' schedule established under paragraph 2.9 as adjusted 15.4. Upon seven days' written notice to from time to time pursuant to paragraph 6.6); CONTRACTOR and ENGINEER, OWNER may, without cause and without prejudice to any other right or 152.2. if CONTRACTOR disregards Laws or remedy of OWNER, elect to terminate the Agreement. h Regulations of any public body having jurisdiction; in such case CONTRACTOR shall be paid (without k duplication of any items): 152-3. if CONTRACTOR disregards the authority of ENGINEER; or 15.4.1. for completed and acceptable Work executed is accordance with the Contract Documents prior to 15 if CONTRACTOR otherwise violates is any the effective date of termination, including fair and 15.2. . substantial way any provisions of the Contrail reasonable sums for overhead and profit on such Documents; Work; G OWNER may, after giving CONTRACTOR (and the 15.4.2. for expenses sustained prior to the effective surety, if any) seven days' written notice and to the date of termination in performing services an extent.permitted by Laws and Regulations,terminate the furnishing labor,materials or equipment as required by services of CONTRACTOR, exclude CONTRACTOR the Contrail Documents in wtnnection with it from the site and take possession of the Work and of all uncompleted Work, plus fair and reasonable sums for CONTRACTOR's tools, appliances, construction overhead and profit on such expenses; equipment and machine at the site and use the same to ' a ry 15.43. for all claims, costs, losses and damages the full extent they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or incurred in settlement of terminated contracts with conversion), incorporate is the Work all materials and Subcontractors,Suppliers and others; and equipment stored at the site or for which OWNER has paid CONTRACTOR but which are stored elsewhere, i 15.4.4. for reasonable expenses directly attributable Y and finish the Work as OWNER may deem expedient. to termination. ' In such case CONTRACTOR shall not be entitled to receive any further payment until the Work is finished CONTRACTOR shall not be paid on account of loss of E If the unpaid balance of the Contract Prix exceeds all anticipated profits or revenue or other economic loss N claims,costs,losses and damages sustained by OWNER arising out of or resulting from such termination. tT �± 44 Y I I� bi ? ' j •.ti?" r t.s' t 'hi �t' Kiu.1,c� , C 7 r m 4� �,t'�'ir"' � ;r, 3. .�i�s� �tif'�x ate) �t�t { rJ'v' k".t SkSeiGk�t rat(tpt z4'J` G}':;'�,f'u� ��'y'at•{T t1` r! \• � �.� Yeti�t!��s�'�'�a:� .�� ` a �. . ,/ ,t tt x{{ t¢ '` (f# � f' a h'1t, �: JYit'*{�',�?` hp 1 -t yy4,1. � ri`t`.r" ""i• � _ '�%�Al a'�t�. } * 'y r ?? � f� .,J . .t .l, y i1 •"a .�M'�4 a, tq 2k, ..... ', ir,t .r}} r. 'zr. �rF. k rr•, r tf i • 1.,, i.� 7. ;')'yy ,f.a., zt..r $' e: 4.449. + r 4rak k d` iS a tt F+ r t h }ti 4�f , i j•'' i'� r >b{r.'y StSt is18k1 Ra x t{trt c.t �� p-.. •^�� a�#�b ��t r'.z13wi�t�t�'y gn hA _,a ,•yt arY'+,i.,?- !��'d;r� i � �dC �'+Inl�'. b�t,'. �ttw;.e:.sf.S.v�t•. eP • 'tr>is ±1 i CONTRACTOR May Stop Work or Terminate: ARTICLE 17—MISCELY.ANEOUS w Not 15.5. If, through no act or fault of CONTRACTOR, the Work is suspended for a period of more than ninety Giving Notice: days by OWNER or under an order of court or other public authority, or ENGINEER fails to act on any 17.1. Whenever any provision of the Contract Application for Payment within thirty days after it is Documents requires the giving of written notice, it will submitted, or OWNER fails for thirty days to pay be deemed to have been validly given if delivered in CONTRACTOR any sum finally determined to be due, person to the individual or to a member of the firm or to ;. then CONTRACTOR may, upon seven days' written an officer of the corporation for whom it is intended,or notice to OWNER and ENGINEER, and provided if delivered at or sent by registered or certified mail, OWNER or ENGINEER do not remedy such postage prepaid, to the last business address known to suspension or failure within that time, terminate the the giver of the notice. Agreement and recover from Owner payment on the same terms as provided in paragraph 15.4. In lieu of terminating the Agreement and without prejudice to any Computation of Time: other right or remedy, if ENGINEER has failed to act on an Application for Payment within thirty days after it 17.2.1. When any period is referred to in the is submitted,or OWNER has failed for thirty days to pay Contract Documents by days, it will be computed to CONTRACTOR any sum finally determined to be due, exclude the first and include the last day of such CONTRACTOR may upon seven days'written notice to period. If the last day of any such period falls on a OWNER and ENGINEER stop the Work until payment Saturday or Sunday or on a day made a legal holiday ; x of all such amounts due CONTRACTOR, including by the law of the applicable jurisdiction,such day will s interest thereon. The provisions of this paragraph 15.5 be omitted from the computation. are not intended to preclude CONTRACTOR from making claim under Articles 11 and 12 for an increase in 17.22. A calendar day of twenty-four hours Contract Price or Contract Times or otherwise for measured from midnight to the next midnight will expenses or damage directly attributable to constitute a day. CONTRACTOR's stopping Work as permitted by this paragraph. Notice of Claim: 173. Should OWNER or CONTRACTOR suffer ARTICLE 16—DISPUTE RESOLUTION injury or damage to person or property because of any error,omission or act of the other party or of any of the other party's employees or agents or others for whose If and to the extent that OWNER and acts the other party is legally liable, claim will be made CONTRACTOR have agreed on the method and in writing to the other party within a reasonable time of procedure for resolving disputes between them that may the first observance of such injury or damage. The arise under this Agreement, such dispute resolution provisions of this paragraph 173 shall not be construed method and procedure,if any,shall be as set forth in the as a substitute for or a waiver of the provisions of any Supplementary Conditions, applicable statute of limitations or repose. ! i I f -45- + t. �"�'",.4f r�, Awtl `" .7,.,;.:.r.,L"'.y�m�"74!S.fi•.'�"?:�%;.;ya'6 �r t,i1 t � �t i fiP t r G a 'r. s i. > t .!z'�'1� �i °'1 1' .c•{`f,�y";,,..�{�"� ��t� t.f S r FJ'Li ..tr � '�7 +i r' t+4.a�� t u 4 .dais � G.}' �•`�i, ,yhU 1"7 '{E;2?lif'�` r{ t +y'F ,`r` + °, K ..i',,✓u tt. t.ta t �`� by X47 tp,{4=T t �)$fa�� b rjz�:. �t��f�' .q��{sit M iz Yt,+�iAr�t+°r{t,tl�lfct v�lV4t�>•'�y�F Eve .I i 5 n z•: w 1 .Y st S�irr rb1 (,t7 �rJ .,�•�;�frr�Y:a>`� tCra #1�F��'r'Ax 4 j x "} 3 �-: (t, i( t.rh �?„;r lsi t d i Y,Y y(}h p is � t �'ti=; + r. nfP,T�;`. ,, 7E?;y S' . •h f � a fi r x.. 'x!..a,t x.ltiy„.��r;,c u / x t � J��,`�`..1",. �}�d.f..��;,7�,E,�'.rj"��,��{.F p�3�'w•a'ri,��,},�p$x53"�5 �,�r�. ;. .+ Ct �1�� !fir 1 Thty'Y'.", 5�+} i f. � „ �� L�f�`' �,��`' +'d7,• �E'y f^� �.`E`9r '�t �dn�r�`?j�!Y srr�i iy�,�,�,l� k 'r'}yr.t�{trt.�,}�'�}�-` �'�� Ye�$l �t'� Y' 1 � tiF ..t 7. s d .� N(t�).b S� )i'��+, t 7+ i �. s+5,lr}r x t t rr if`' •, , t t,} 5s ate'"�tii ` Cumulative Remedies: other provisions of the Contract Documents, and the provisions of this paragraph will be as effective as if 17.4. The duties and obligations imposed by these repeated specifically in the Contract Documents in General Conditions and the rights and remedies available connection with each particular duty, obligation, right , hereunder to the parties hereto, and, in particular but and remedy to which they apply. without limitation, the warranties, guarantees and obligations imposed upon CONTR MOR by paragraphs 6.12,6.16,630, 631, 632, 13.1, 13.12, 13.14, Professional Fees and Court Costs Included: 143 and 152 and all of the rights and remedies available to OWNER and ENGINEER.thereunder,are in addition 175. Whenever reference is made to "claims, casts, to,and are not to be construed is any way as a limitation losses and damages,"it shall include in each case,but not of, any rights and remedies available to any or all of be limited to, all fees and charges of engineers, them which are otherwise imposed or available by Laws architects,attorneys and other professionals and all court or Regulations, by special warranty or guarantee or by or arbitration or other dispute resolution costs. AOL tit •r . . .. .. t • l i -46- III R 11; f I t f •:.i 4 K),c'.n y. .,ra.d+y a 4, a»�`.}!. -4 ,h�, n tty, i47yy.� ' c"5eN"�v"Je �.H ..,y�:• ter'l trtW }�4 z'N*F+f11�11�IW ,t#�•y*7N'\M,i,. v.`' :7+ +1A � '�`'iS t r i. A �{ Y t# ; ° YFiw)s S { ctr r4��✓n�;k tat r' .}"^"��t. r,{+,rfd yy 9'�'•igJ;'s��. :•} ',,fi' aa'• tk':;b''}, .�h`r .y, "5'. 'tsr:�'Si. . : r�,at S {iy S/cz �,.4 Iy :( 1 '.7 jar {!.�' A"y'!k."•p7 tkL.�`•�+i;tt+�3�,k'J8`��j F•��'.Hr!}f+ 03�'„'�-�,Y'�� I4i /t}!� .�k'�,, �3.}ft�:�1t•,,.}`,n)"£,t�.a.'tr,p .{9S.' S� tiJ {. ,, fi4 't j, i .t 1;��trt( ��yrl�.t"ke�t..ej�th;b-ri'.'�4;'yl;`��-.'4�,�.�i`Ir�r: i{?s. ,,5�t�'y.Sit*?t'�'x. t `�,. � b4bi°iir•:}`.��'++r.�"t .c �1: r # :;7`"F 1 ,t/Ir' z x'°airit.� t•3 t��'C��1t„dF�,a�+ttvt�`S5i'�j". �,�� '�+.'yt;(f#""�'��tT - :,.�r �, � ;S�!'��,.�1tr,.a ..��.t,. •, t. ;a +� ,.'.�:.+;.i'.� �:;�. Y'ti',y�yC��,,'� tt��k's!. i'�'�,�.��,s'�,�p�'}' : c �'"�S{ �y,.+f YK t�t4R*%f}�.'tf��'1�t>} � � ','.{::.�.•'� .,µ;.t �� ,�_.• a�,s,,ttt,�..e`�a,�n>,�enS'x�k�+aY��+F�X��!+��"�� {�''c �� P..r��i+z� a�d�'ti' ai.�::,{ t B i' r SUPPLEMENTARY • 1 • OF i. I. SCOPE 2. DEFINITIONS 3.7 , -ti COPIES OF DOCUMENTS 4. SUBSURFACE CONDITIONS AT THE SITE 5. PHYSICAL CONDITIONS 6. TECHNICAL DATA 7. A UNDERGROUND 8. BONDS I INSURANCE • OVERTIME WORK 1 LAWS 1 REGULATIONS 12. TAXES 13. RESIDENT PROJECT REPRESENTATIVE Y,�• DOCUMENTATION TO ACCOMPANY APPLICATIONS FOR PAYMENT 15. SUBSTANTIAL • i 16. FINAL j'•i APPLICATION FOR PAYMENT 17. DISPUTE RESOLUTION AGREEMENT Attachments (JEFFERSON MISSOURI) FORCE r # ....ittrkc \� 4 x z , A-31}?:,. it:,'•./ ahnyt c. t t ..s Y rz°�•,r'i fie. ESQ �trr�!yp y,f- ��}�S�v.}. .,� (�, � ?�"C �r 4 ,,yes,,`�t.,. r .ta.. i ti, .,. •4} tid�'��;!A,:yl� ag 'r�l t 5wrs. •��' ,5��a�aki�fi.tlS..tlr.i�'^'i rx}.<�i� '. } c f a t �r i t 't > .1r i 4 �`f ! 7J� �` r� + •1'JYa'.M • 'r. .i,"• '1 �{:t tls � tt, F4 � l,i. Zj� � ryy 7� >i"� � r,i3. +FV�' 7t3 s,ir a+Sii St z SIi JD.1 i .` - {�Y 'i i` , to s�•Fr .a}t' r � ,1�r+ sr y1r,�� lY t�1y\,�•r°,7 e�(��rS�'r.`?i^,`r��44�z, ii il�r t L~ 4, '�: !' eT�d? tt�� ,. {1 -1rE 7 754 {L ''11 j �}tl '� t. '. + C,+t,;{, ,j�'til f�y�.t.,grt. +`'Cda�!`�7°��c�-`Y.•g�`'�s�� 'I ! `'�'' Xa`p�` �+�e{�jptu�,�a�• -�f}�edc. Ar .�51 s.1 r t z. ..a,: .,{f�;$gs r, }�f(;".t��;'�s;. �9 Ld C�;� V 's `d S ��,.i•,v ,fz;..n S orY. 'Y ,, j S (. `. `.j ;ts4� �� ,5,.. t t;2j X,��r'd;'?"t:.;t.,>�t 2t�7•a�� •�;�Lz;.��t I'•r 'Y. '�r � ,r" 't.� ..� ii,J.�o-`✓��J�4,}tS, ��:•..��a`�Y��/iYl,�ij i� �1 a-l; Yt ,3 ,� ".I.•�st Lr :t' 1. ..tti3 r{ { 'r �Ai�,tj�S ! � .h�";S,',.}�jx. It -�5t.et,'Jq�i�,Yty a'z`irT.�`�.1s YtL�� L 1t7 `} 1r`tr r`�Y�}"1' '�e� Y :L.x }g!.{�'}4'S•�'4�*r��'+'' a Y t i� n' }?f 'r A'', „� 1, $ ''fr.;*/x'(::s ,�J�`� .1 �s .�' Y ? ;i � }�sls S tirr. �`' s w�'S� i�'"4!h..t � �23r�ta,! , t i•;i ;a 4 .7 �•.K. •1.,: f}� :1 szfi t° �fi� fS,.,...i $'1,jS�, fi:t,- � �! �'' S, }�rTzu,,:,t �(. r a. t . 3 ` �'.•;'it e,: 77 r r'V,:b.' �.t�z:.s„ 3 � iv.;e '�`�4 ,5� 1 `i t'� }�e�'g �' ;:) tirf ,•t ( .;l:Jt(vx r, ��t r4.�'l.�,p,Ft;y�' } 4a��tit'_;;'��•, un� "�+1 E :� ,� � °r�:•'1�.�' .� S�„Yiy'�tr5°.;;7;�s?;Sii��l � rt[t't .`� t n f'+ �`' •'A {;4 ,�'�� t+ 4'g�'i'5�277 t�{ F'{'�i'�! ts,�-•t °rpS!<i�3` )� .t�` 3qy.°t �,�� F Z'.;rp leek �y? ,^t�Y'�,�',etrz�t��jy2�Yt F%:w*#i �• f � z;Y..�341 �•w w�' .p,�{� 'k'� t r,�� +3 �rd yi: r (,°sxk�, r i``C'�� =i ,} Y Fl i.l k'� •k� �it t "��` Saf'+\/_` O(5..[Y�.' 4i!,T th� Lf.aa)''. °•�i 1 (Ft;J J : 4, I is ,.; SUPPLEMENTARY CONDITIONS 1. SCOPE. These Supplementary Conditions amend or supplement the + General Conditions and other provisions of the Contract Documents as indicated herein. All provisions which are not so amended or supplemented remain in full force and effect. 2. DEFINITIONS. Add the following definitions to Article 1 of the General Conditions: Bidder - The one who submits a Bid directly to Owner, as distinct !' from a sub-bidder who submits a bid directly to a Bidder. Engineer's Consultant will be: y; ' J. D. Hair & Associates, Inc. 2815 East Skelly Drive, Suite 820 Tulsa, Oklahoma 74105-6251 "'• rynf 3. COPIES OF DOCUMENTS. Add the following new paragraph to Paragraph 2.2 of the General Conditions: }' The Contractor to whom a contract is awarded will be furnished, free of charge, 10 copies of the Specifications and 10 sets of the { Drawings, together with all Addenda thereto. 4. SUBSURFACE CONDITIONS AT THE SITE. Add the following new paragraphs immediately after Paragraph 4.2.1.1 of the General Conditions: 6 In preparation of the Contract Documents, the following report of explorations and tests of subsurface conditions at the site of the Work was relied upon: Y " Report dated August 31, 1994, prepared by Huntingdon Engineering and Environmental, Inc. , entitled "Site Investigation and Geotechnical Engineering Report for the t Proposed Wastewater Force Main, Jefferson City, P Missouri" . ` . Test holes have been made along the route of the pipeline. The '.' locations of test holes are indicated on the Drawings. 5. PHYSICAL CONDITIONS. Add the following new paragraphs immediately z '= after Paragraph 4.2.1.2 of the General Conditions: In preparation of the Contract Documents, the following drawings of physical conditions in or relating to existing surface and subsurface structures (except underground facilities) which are at (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) SC-2 k f c � `e '� � . '•�. , 1;.•,;,}• r , f�."s ✓/�`.�r.�Y t �,��} F ` ,l} ..��, r S a+ +.5� x'�..�. + y Y �• vrp J ,,,. A C" r`, y.::�•i MaK,•.� ��.>k f�` v FA .%tv �f.r[•�R �;y,�� ,p�� {� �; ��.�.� -r � t+AIA!R,4 ;N..Y�� i'�, � w yr �,x -- •r: IB�6Idf' �rms '.V7.4.:. ''Y�'�:�r rr 9F`S�•'�romv +.x. � ..t lnaa{�.e,.:s...:.:i...g1i., +.wiw t r�. t a or contiguous to the site of the Work were relied upon and are available at the City offices for review: "2-24" 0 Pipelines Crossing Missouri River" for Department of Public Works Jefferson City, MO By Logan Diving, Inc. Dated October 19, 1993 Sheets 1 and 2 of 2 • City of Jefferson, Missouri Department of Public Works "Missouri River Sewer Crossing" Dated July 1981 Sheets 1 and 2 of 2 • City of Jefferson, Missouri M Pollution Abatement Project "Missouri River Force Mains Plan & Profile" v by Horner & Shifrin Consulting Engineers Dated June 1967 Sheet 1 of 2 °= • City of Jefferson, Missouri t Pollution Abatement Project Water Pollution Control Plant "Layout Yard Piping" by Horner & Shifrin Consulting Engineers Dated February 1968 Sheet 2 of 77 • Missouri Highway and Transportation Department Bridge over Missouri River Log of Borings Sheet 12 of 15, Dated 1987 Sheets 4 and 5 of 62, Dated 1952 6. TECHNICAL DATA Add the following new paragraph immediately after ` Paragraph 4.2.2 of the General Conditions: Test hole information represents subsurface characteristics to the extent indicated, and only for the point location of the test hole. Contractor shall make ,his own interpretation of the character and condition of the materials which will be encountered.between test hole locations. �f ` (JEFFERSON CITY, MISSOURI) l (WASTEWATER FORCE MAIN ) SC-3 'M f .c V n l ry r � ink t .dry-rat x at.'S'cT{.. �,"r'....'*+..,�-'cv"�.�'(�.-.rt: • ..� ` a� F.^fy 1.1 �.{� M1 tZ.Y�F�L .l S F t l�f C'tt{ r Mrlf� t,{;F 't r�,J+r,.`VA 1S•i,l �S.S M ' �L"� '7t'✓f�&t�i�9 yF+�'�i ,rEt �1�y.� � t�' '�r;�'j�!} i�fi.*�rx'q tt4'X!ac '�f'`+i�7/t'{{j5 ��q'� �� : I 4 t�°• r,✓'ix ��rYr,�,';,6?•, ��x }jfy �c{n {7srt{rw,�r t'`'xr � st � ;� ^r e�F`�f .1� +`,'�;'1;:• : �,i.#` �.4�,iv ��rn° i�tJ �w° �� 'x jy iF 4�„iI . 1yn4 ,ryiy I. J �i� flfS 1• ��tY� i �r : F ;�?}gin .S�F'1�•��`�3. �s�;��& � .,A r +.,, �. stsr�. � %;, t{,r� .5 � r�:,}r x r 1 a: :r�"��,tC. t t� :�t t`��'�t4:�t'aCn��K�$u• � �'�,c,c t)ch Y F r��• t fit,. •rs,. ��v`. r5 i'r' u� . i= nr �ti1§r w, r�. f t .tt ,� v,«,; �. .. +. s�.t,,� �3 .Y9l,r..-•;K�17giwi�1'.... �Y�::fiy;�y. } � 'S J, 1. �L .yY1" i t 1 •. // L:di. c'Et{Ii. l�T(lMfJBR01MF4��`:t4inwfYtN�� 1' ,k 1 7. UNDERGROUND FACILITIES. Add the following new paragraph immediately after Paragraph 4.3.2 of the General Conditions: Contractor shall be responsible for discovery of existing underground installations, in advance of excavating or trenching, by contacting all local utilities and by prospecting. 8. BONDS AND INSURANCE. Add the following paragraphs to Article 5 of the General Conditions: '1 5.1. Sureties and Insurers; Certificates of Insurance. All Bonds and insurance required by the Contract Documents shall be obtained from surety or insurance companies that are duly licensed or authorized to issue Bonds or insurance policies for the limits and coverages required in the jurisdiction in which the Project is located. Contractor shall deliver to Owner and Engineer, prior to the start of any Work at the project site properly completed certificates of 3u° insurance, on the forms included in the Contract Documents as evidence that the required insurance is in full force and effect. 5.2. Performance, Payment, and Other Bonds. Contractor shall ;i furnish Performance and Payment Bonds, each in an amount at least equal to the Contract Price, as security for the faithful perform- ,> t ance and payment of all Contractor's obligations under the Contract ` Documents. All Bonds shall be in the form prescribed by the Contract Documents and shall be executed by sureties .included in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 by the Audit Staff Bureau of Government Financial Operations, U.S. Treasury Department. All Bonds signed by an agent must be accompanied by a certified copy of such agent's authority to act. If the Surety on any Bond furnished by Contractor is declared a bankrupt or becomes insolvent or its right to do business is terminated in any state where any part of the Project is located or it ceases to meet the requirements of the preceding paragraph, Contractor shall within 10 days thereafter substitute another Bond and Surety, both of which must be acceptable to Owner. 5.3. Contractor's Liability Insurance. Contractor shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and furnished. The insurance shall b provide protection from claims set forth herein which may arise out of or result from Contractor's performance and furnishing of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed or furnished by Contractor, any Subcontractor or Supplier, or by anyone directly or (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) SC-4 r Vil f 4 4 �;.�,^ i3�?¢i'�'c�n;�f,•'4`;p(!k F,Aw•.'^."}�Y�Yin 1a:.+.k,5'=Y 4.�E a°C!�i b J P i`,V M ZZJ ' t >K' e��rw��l�+aa ,�.'': Sfi ti��'�°'�.3 17+x`''•')�F��f1�t��Nt7t�a � r;` �fk7��- f ' � u. h +} '�y14 '?y 'r ?' :FidJ�.1+1`i• }3,,_ p;,jlc '*ur�#'`IY7 tr i z� 1.^..u ?w b, � rr ' �• - �'. ,� �., � � �is � t�,,l,, Gr �t4 `,';4,��, �' �R { ��f�4f'�� . 'r ,, +�'yt?�` ;,� �� q��`��n�'1$�''�tfi'"�� ! `��rfl�f�+�>� r• t5 �s H�'°ref' sa �' 4" �, � � ..t� id,„� ,��, � : 4 z�r,i1d ti M1 i 1'r4r i �r .�,� ,tk.rAAC.1`i i l� S.yh� � SI'?-•r�+A a L,n` N r. 1•�wc .:� A ''Cd 5" t ({" t t4 rr r 1.. r: N..z a �,`f.�Z. }ib + rf ✓r [2'+, i �'''r11��Y+ �s �1 zVfiY'' t „ }C t r�r rf. Gs�?t v +r.'�f r. � 3 *�.?+�p• t ,�rs :s r :i. "§� ftt. °'t 4 ,F r tzYt�as � � ..,.p r. S s,wsh "; m; t ,•` rid# s+n� �41c z n'. r ®:..wtuie'ii�dtli�4Yf� 'e 'dd; ltk7.l'Y�.,.�iL?^si +3A$115�' ly �'.S+SI+ kr�ic indirectly employed by any of them to perform or furnish any of the rps Work, or by anyone for whose acts any of them may be liable: a. claims under workers' compensation, disability benefits, , and other similar employee benefit acts; ; ` b. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees; C. claims for damages because of bodily injury, sickness or ` ' disease, or death of any person other than Contractor's employees; ' d. claims for damages insured by personal injury liability q coverage which are sustained: (1) by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or (2) by any other person for any other reason; ' e. claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and ;s f. claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance, or use of any motor vehicle. x 5.3.1. General Requirements. 'The insurance required to be purchased and maintained by Contractor shall: a. include at least the specific coverages and be written for not less than the limits of liability specified herein or required by Laws or Regulations, whichever is greater; b. include completed operations insurance; C. include contractual liability insurance covering Contractor's indemnity obligations under Paragraphs 6.12, t 6.16, and 6.31 through 6.33 of the General Conditions; d. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed, or 'N renewal refused until at least 30 days' prior written notice has been given to Owner and Engineer; e. remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work; (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) SC-5 h F 1 �e y '�`. �R }`' r5*�;an` 4�i1$.�� €i��, •5',�i��Vie, 4 r i! e. ,+ � � �4 is M ``•Ct1�'' "i{"4 � f'rTt ��. ��` ..�t i, .2 dkt'a .5•l .✓ e `K'"r 1n2,'. t d'j'� ,W11 VA z o tt N w • ttr i}} 4:.�f ',�r{1F.I r C w. `F ,� + Y 'h yaa { a� c a ..r'r.;r"t�n �' S .. RR t� f. with respect to completed operations insurance, and any other insurance coverage written on a claims-made basis, ,$ remain in effect for at least 2 years after final payment (and Contractor shall furnish Owner and Engineer evidence satisfactory to Owner of continuation of such insurance at final payment and one year thereafter) ; 1 g. contain a cross liability or severability of interest .� ` clause or endorsement. Insurance covering the specified `- additional insureds shall be primary insurance, and all other insurance carried by the additional insureds shall ' be excess insurance; and h. with respect to workers' compensation and employers' � liability, comprehensive automobile liability, commercial general liability, and umbrella liability insurance, Contractor shall require its insurance carriers to waive all rights of subrogation against Owner, Engineer, Engineer's Consultants, and their respective officers, �Y directors, partners, employees, and agents. 5.3.2. Workers' Compensation and Employers' Liability Insurance. :fit This insurance shall protect Contractor against all claims under applicable state workers' compensation laws, including coverage as necessary for the benefits provided under the United States Long- shoremen's and Harbor Workers' Act and the Jones Act. Contractor shall also be protected against claims for injury, disease, or death of employees which, for any reason, may not fall within the provisions of a workers' compensation law. This policy shall include an "all states" or "other states" endorsement. The liability limits shall be not less than: Workers' compensation Statutory i Employers' liability $1,000,000 each occurrence 5.3.3. Comprehensive Automobile Liability Insurance. This insurance shall be occurrence type written in comprehensive form and shall protect Contractor, and Owner, Engineer, and Engineer's Consultants as additional insureds, against all claims for injuries to members of the public and damage to property of others arising from the use of motor vehicles, either on or off the project site whether they are owned. nonowned, or hired. The liability limits shall be not less than: Bodily injury and $1,000,000 combined single property damage limit for each occurrence 5.3.4. Commercial General Liability Insurance. This insurance shall be occurrence type written in comprehensive form and shall (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) SC-6 .i � z t .J. i. � + ...r. r.� .,�}` �,,• ° .t�.� x"+ dr.��?�". T .dv: ..=S. y,:, !`�'`b,ei.�1 Y t +y �i°rt �r,S �' ,� urn e . x ..'SY fx Y .. J' y:�I R .+ �1. < :,��( !. t "�r`^�?4 t.•� tr? P Contractor, and Owner, Engineer, and Engineer's Consultants as additional insureds, against claims arising from injuries, ` sickness, disease, or death of any person or damage to property arising out of performance of the Work. The policy shall also include personal injury liability coverage, contractual liability1 coverage, completed operations and products liability coverage, and coverage for blasting, explosion, collapse of buildings, and damage to underground property. The liability limits shall be not less than: ' Bodily injury and $1,000,000 combined single '.s property damage limit for each occurrence $1,000,000 general aggregate R' 5.3.5. Umbrella Liability Insurance. This insurance shall protects". Contractor, and Owner, Engineer, and Engineer's Consultants as additional insureds, against claims in excess of the limits provided under workers' compensation and employers' liability, tfi comprehensive automobile liability, and commercial general liability policies. The umbrella policy shall follow the form of the primary insurance, including the application of the primary ;: Fr: limits. a The liability limits shall be not less than: Bodily injury and $4,000,000 combined single ' property damage limit for each occurrence qk r. $4,000,000 general aggregate c' 5.3.6. Owner's Protective Liability Insurance• This insurance shall be issued in the name of Owner and shall protect and defend Owner against claims arising as a result of the operations of Contractor or Contractor's Subcontractors. The liability limits shall be not less that:: Bodily injury and $1,000,000 combined single k limit for each occurrence property damage $1,000,000 general ,'. aggregate 5.3.7. Railroad Protective Liability Insurance. This insurance `+ shall be issued in the name of the Union Pacific Railroad Company ' and shall protect and defend the railroad against claims arising as a result of the operations of Contractor. This insurance shall be acceptable to the railroad and shall be maintained in force i r . (JEFFERSON CITY, MISSOURI) ' (WASTEWATER FORCE MAIN ) SC-7 Xi- x 3, n .f•'¢' t .'p..i�v#C�iS rtiF t 1, t �'}`.. ��._-,,r Y Jtz• �.+i i� r.f+. ' � Sv'13rrp 1 .;'�, .�Saz ? S. 1 kK'�w r 4.' � +3 j"h S,.I �x s 1. �St.t 'w t � t t; a {oI` { x�C } {f }Y (' `�' r ! t �• i 1, .'!• :'�f �'•r>.3�rp,(t{Q��t/•5i�'�r�j�.r'r>f)+(��1 If}iry`I +} t' a tF_ j ` t � ' �;f ''�F'��4t�Y`L��'{;` r 1 t t /!` t �y Zt Lr1 7 +}t d'1 kl iY ktl� 1 4 �txy yt„z o-x '}3�'71 pS} 'ttk C' zri,� l �' .. »1 t. e C jll.• f , r 7 j tr. rh t °``'9 u.., F F"An—.-P+2'j�',t�� eiVti i�t`1}`J'i r�r � � t., d�,y i t F tr S � . C �4kP}t1�tiyFJFi r �e�it•t�',, ^ t N �}. �`�)`S`LY'Str S r Sk+ �`j a��}., r .t., �*'1ST!' �uL t r 7 _. j a' 1 ... ti�tt�t� e J x��i•{u:{i ��Ia9� t 'd I i �I, 1 r S �!tx ti mN7{.�, 't 5 fl><x nr l �:;'�}g. bkS:..J � � r?t"t �sl try„ t'x` .,5. �•° t. 4. t .:yi r'S �'S i��ItS3�{S�f ' 3.r'>4 4 �•t�6, �'�t. , .... `� �t • � . � kN �..,c}.. J -'roi� v�'le',.,`;'fit' *� iL {`�a :��, .9 �,aY!�t.: k : y ti� 1 ' "T��.�e� d.�'i.. . rsbtu�""s a 'a, „t>'r•f .� ,, � y.. _rt'f4�r:ki� ,hy).,.f,�+r1i."'T,q. .. •ylN.a y �f, f - ' ��i � ��tv�.EK��nS�r..£S��i ',vtSt� 9*��t Ft�� i t �,� 'fit'tk+t{.f i�Yi'{�� s'1r s. ,.�n4X f�{ t�' F 3,' f•' �. c{ d � �fit; � l' � n 7 4t$ �i�'Ali t f�f :�t 1 r ' t t .r- S 'C•+,. �' � •y + � °a ��f,N:k�l��RR�n,1 t 4 �-C r�t�1 �. t, � t ��`S,.�� l�v,.,.'� "�`� :ti ,y r= r.t� eriod when Contractor is working on or adjacent to throughout the P the railroad. Contractor shall not enter upon property owned by M the railroad's premises until this insurance is in effect. The liability limits shall be not less than: ` $1,000,000 combined single Bodily injury andh` limit for each occurrence •; property damage �.. $1,000,000 general 's aggregate ,y 5.k. Property Insu�Ce� Contractor shall purchase and maintain property insurance coverage for the Work at the site in the amount f the full replacement cost thereof. This insurance shall: o 4� ;. Subcontrac- x, a, include the interests of Owner, Contractor, # tors , Engineer, and Engineer's Consultants, each of whom is deemed to have an insurable interest and shall be ' named insured; listed ass _ ` q en eril �.;. b, be written on a Builder' s Risk "all-risk" or op P PO form that shall at least r (4 or special causes of loss p Y to the , include insurance for physical loss or damage h falsework, Work in transit Work, temporary buildings, including ocean transit, and Work in storage at t e t project site or at another location acceptable toerils: '`� and shall insure against at least the following p fire, jig htning, extended coverage, theft, vandalism and { ' _} ,.: malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Land damage Regulations, water damage, flood damage, . '� caused by frost and freezing; replacement of C. include expenses in in the repair or rep property (including but not limited to fees any insured p P Y and and charges of engineers and architects) ; tl`{ payment is made bra d, be maintained in effect until final p b Owner, g unless otherwise agreed to in writing y `? Contractor, and Engineer, with 30 days' written notice to each other insured. na If Owner requests in writing that other special insurance be �': included in the property insurance provided by «n if possible, include such insurance, and the cost Contractor shall, Own er by appropriate Change Order or 't thereof will be charg ed to Own to commencement of the Work at the site, Written Amendment. Prior whether Contractor shall in writing procured byeContractoror not such other special insurance has b N. (JEFFERSON CITY, MISSOURI) SC-8 " Tl (WASTEWATER FORCE MAIN ) ROO d.. , , P"I A '�'' °'� ybYiW 'y f 4 4 M"'," T aC wk t�'�i !i`. i '� '{. k� T. .k`. X.�.�Y .0 4 �' 1 .te L 'ji• �'x: ^4;.y,` ��i I, W.0il 1110 y� �� '{F 1� �Y z! ��1},i"krS, {P� �i�t.��,Y�ftt,i�lt y +.t r' r t t r 1 i•:K r 4 7 .i. �-', s F } '1 ,.a� L,}�;�*�+�;Ik3Y�r r' ` 5.5. Waiver of Rights . Owner and Contractor intend that all property insurance required by the Contract Documents will. protect Owner, Contractor, Subcontractors, Engineer, and Engineer's Consultants, and will provide primary coverage for all losses and < x° damages caused by the perils covered thereby. All such policies £ shall contain provisions to the effect that in the event of paymenta. of any loss or damage the insurers will have no rights of recovery against any of the insureds thereunder. Owner and Contractor waive all rights against each other and their respective officers, u '5 directors, partners, employees, and agents for all losses and damages caused by, arising out of, or resulting from any of the perils covered by such policies and any other property insurance applicable to the Work; and, in addition, waive all such rights }Xr against Subcontractors, Engineer, and Engineer's Consultants for ii losses and damages so caused. None of the above waive=s shall extend to the rights that any party making such waiver may have to >' the proceeds of insurance held by Owner as trustee or otherwise r; payable under any policy so issued. { •. In addition, Owner waives all rights against Contractor, Subcontractors, Engineer, Engineer's Consultants, and the officers, � -. ,,, directors, partners, employees, and agents of any of them for: :•; `t .,x=<<t. }'�::.,. fit`;�`':"'J✓`�r' r� a. loss due to business interruption loss of use or other consequential loss extending beyond direct physical loss rFTft<'' or damage to Owner's property or the Work caused by, ' ' .:3. H arising out of, or resulting from fire or other peril : .; whether or not insured by Owner; and �! b. loss or damage to the completed Project or part thereof caused by, arising out of, or resulting from fire or other insured peril covered by any property insurance � .. maintained on the completed Project or part thereof by ; Owner during partial utilization, after Substantial ' Completion, or after final payment. Any insurance policy maintained by Owner covering any loss, damage, or consequential loss referred to in this paragraph shall contain ,+ . provisions to the effect that in the event of payment of any such loss, damage, or consequential loss the insurers will have no rights of recovery against Contractor, Subcontractors, Engineer, ,. Engineer's Consultants, and the officers, directors, partners, t,l employees, and agents of any of them. "{r 5.6. Receipt and Application of Insurance Proceeds. Any insured t, 'j loss under the property insurance will be adjusted with Owner and made payable to Owner as fiduciary for the insureds, as their ;e ;u.s. interests may appear, subject to the requirements of any appli- cable mortgage clause and the requirements of this paragraph. Owner shall deposit in a separate account any money so received, and shall distribute it in accordance with such agreement as the parties in interest may reach. If no other special agreement is (JEFFERSON CITY, MISSOURI) a : (WASTEWATER FORCE MAIN ) SC-9 r i —`�-° ^-^ 7 d ' •,.,t, ,1R,', .zTM'1'f4 F !Y� 1.'T•t` *rnrwyn}ur'Liir `, +, R6Yt'�e4aaaw" r .s t S h. 3� f r";�'iYi;r4 5) 45 r rat ), .{. < j i It r. 3 i }�•Yn,,44 t�(t{si�, �'1: '7 � � , �rt { t F^�� ,p r tC ,. x ! + r :i!'i � t , r{ !t naa'U``�3�4.}•rq�r- S �f v •`r"'Y,47 rY y4w:�+.X 4k:•.,.,tl�r tr.. j .IiY�Y S . � i .:i 1�� "t�� .G�yfro ,. �� 1 '�y.1''l Vats a;♦Y fri` v+ 1 1 th ,� a 1 ,i r 1 t t s 4 M :+1�r+at 7�� dy7 t 1 it• !" �}°,�" bt��xl 7t 1i��S�7 Ir4t;• , I!( .. S , , .' .h t , ;Q� ptifr;r�Stlf��}'�� ' i , �'��iq' f a.b•f gL!��!,7r��(y,- I t �rx�F s{.'��J�Cv�'��K¢s�1,,,k�,.. 1 r1 7 .;� �. f t t� b�Kf� 4t"�}�� .tG�' .r.,, �1, jY. •l'„. rr "'!}.,s''y✓ c?. CxtS„�k'jYTty 7(. t{ l r {� .. �t Ar}� t}�'�'^'�?.0 �,i�Yl�`�v t.tFSr t{, ,�rt 1 ,rt}S,lur t�•`;: �t,� A .; us�� '� ��..12 F. „�, Y t,..- i / ;, y r rx t •1;� + .:t5„ .f '' �i r}'~ .5�t/�i+ '��'” ' �,�",,4'�, .' t .. reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. Owner as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object, in writing, to Owner's exercise of this power within 15 days after the occurrence of loss. If such objection is made, Owner as fiduciary shall make settlement with the insurers in accordance with such agreement as the parties in interest may reach. If no such agreement among the parties in interest is reached, Owner as fiduciary shall adjust and settle the loss with the insurers. ti 5.7. Partial Utilization - Property Insurance. If Owner finds it necessary to occupy or use a portion or portions of the Work prior to Substantial Completion of all the Work, such use or occupancy may be accomplished in accordance with Paragraph 14.10 of the General Conditions, provided that no such use or occupancy shall commence before the insurers providing the property insurance have • acknowledged notice thereof and in writing effected any changes in coverage necessitated thereby. The insurers providing the property insurance shall consent by endorsement on the policy or policies, but the property insurance shall not be canceled or permitted to lapse on account of any such partial use or occupancy. 9. OVERTIME WORK. Add the following new paragraphs immediately after Paragraph 6.3 of the General Conditions: 6.3.1. No Work shall be done between 6:00 p.m. and 7:00 a.m. without permission of Owner. However, emergency work may be done without prior permission. 6.3.2. Night Work may be undertaken as a regular procedure with the permission of Owner; such permission, however, may be revoked at any time by Owner if Contractor fails to maintain adequate equipment and supervision for the proper prosecution and control of the Work at night. 10. PERMITS. Add the following new paragraph immediately after Paragraph 6.13 of the General Conditions: 6.13.1. Owner will obtain and pay for the following permits: a. US Army Corps of Engineers Section 10 Permit. b. Union Pacific Railroad Pipeline Crossing Permit. IP Albk (JEFFERSON CITY, MISSOURI) A (W,ASTEWATER FORCE MAIN SC-10 : �`V 1A .......... IN NNE""IV Q(Yl �14,�A �y�ty 57�'Ar�p�'r t'i5 �"��.'�' �i�� ,�8i r i, 't'. ' ✓ 34 r J{ .�. :;, ht: t ", <��'�,1'ro'�tt.';1 4",f�' ? � ` �•"Sr.,k'C.,�''"#'f +,r,y�,tt�, ds ' y7 t if t fi f, v S :.. s. r. 4 ( � °� � f, r '`Y�h �:.�Y`a,a ��i, .t�� 3 .r,'.t>++G;'}%'t ra t.�k_�y^��;��ti�y a�A£ {ti 4 kari{4 {f:}ii, ' :'' t �•.,"'.' ! ti 1N:kt.. �:, ,r•C far{. 5 „+ 11. LAWS AND REGULATIONS. Add the following new paragraphs immediately after Paragraph 6.14.2 of the General Conditions: 6.14.3. W' ante Rates. :`+. 6.14.3.1. Thi.s Contract shall be based upon payment by Contractor and his Subcontractors of wage rates not less than the prevailing ''` hourly wage rate for each craft or classification of workman ` engaged on the work as determined by the Industrial Commission of f: Missouri on behalf of the Department of Labor and Industrial ` Relations. 4 Contractor shall comply with all requirements of the prevailing wage law of Missouri, Revised Statutes of Missouri, Sections u 290.210 to 290.340, including the latest amendments thereto. ; The prevailing wage law does not prohibit payment of more than the ` R" `" prevailing rate of wages nor does it 13.mit the hours of work which M V?P may be performed by any workman in any particular period of time. ^ 6.14.3.2. Contractor and each Subcontractor shall keep an accuratek record showing he names, occupations, and crafts of all workmen g P employed, together with the number of hours worked by each workman ,rz; and the actual wages paid to each workman. At all reasonable _. . € hours, such records shall be open to inspection by the representa- tives of the Labor and Industrial Relations Commission of Missouri {. and Owner. The payroll records shall not be destroyed or removed from the state for at least one year after completion of the Work. ' 6.14.3.3. Throughout the life of this Contract, a copy of the wage ` determination and the rules promulgated by the Labor and Industrial Relations Commission of Missouri shall be displayed in at least four conspicuous places on the Project under a heading of NOTICE, with the heading in letters at least one inch high. 6.14.3.4. Pursuant to Section 290.250 RSMo, Contractor shall forfeit to Owner as a penalty, 10 dollars for each workman employed, for each calendar day, or portion thereof, such workman is paid less than the stipulated rates for any work done under the Contract, by him or by any Subcontractor under him. r 6.14.3.5. After completion of the Work, and before final payment can be made under this Contract, Contractor and each Subcontractor } must file with Owner an affidavit of compliance stating that he has fully complied with the provisions and requirements of the prevailing wage law of Missouri, Sections 290.210 to 290.340 RSMo. 6.14.3.6. During the life of this Contract, the prevailing hourly rate of wages is subject to change by the Department of Labor and Industrial Relations or by court decision, as provided by law. Any such change shall not be the basis of any claim by Contractor s i� (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) SC-11 L ! y 1 � A�'�.�^'� 4?rl< i �if�d• xx +µ}�f t h !. p 7 '. lttt f �i +.V� t '•f.`'r. (p r � rNY ti'.i xi t }S .� 'n t t#} .'t,''`ift'� t.r- 3{+� rlvl./ r 5� �s W ;� � �tr�ry3 r ..r ��v t'1+r�r. '�,,',sk t� rf r a �f,r'7Y1 K'z}r� kY ✓ Y � 1tJUt�{{:�4' F�"A, tR'?.. �} ��Er ';4��4Yy t��.Y- i �(t'�j,''G,,. Y t;�}ICY�J•JrO...+)4('j Ytr', f4i ,fit G.. :(! ,(tl� r r t"f4�altfit �{+k'�440!Ft 't'� ',Ny�lky-' '��:v,J)y ,'r}?+i�yi t "i y. :'1` a �,.rp�y�✓{} {}f�{'q�Gt�K:-Zt'n'�:'�;S�jc� u`C 4,.}t's; t ;° ! -+, +r r . .f / .r Syr. t� a td1 Ii'�,)NF�,t'Y1,1,r' �II3" gpd.�f"ht�.tL *itkt't lil�' 4✓.y 1 y '.,'.7•_ray'i;ftiy,;.�,,r.if,: ,` Yr+„,�. rQR. �f a :: ',(t +rf}i11Fi . I��3+a.t 1 y\ J A }• ° ",,,�� 3�t`i, taa� ,: k t �,�>,` ,rxst�ga ,t ;, ' Fd -, s'(w '` �_x,,,, � ,� 9. `, ..�:�� a ,r.;.�s.i w�tea7 n^+t�,�s! p.,, frx}},,.+. ( �. �tr.' �i�a'tE��•� t fY tS, t� 1 t r,rt ,y#,,`•i y-pb�{.5"��ti s k: I , 7 �!'(�y, •i i� �{,�i{tF� i{A�'1 ..t .< t against Owner, nor will deductions be made by Owner against sums r due Contractor by reason of any such change. The prevailing wage rate determination made by the Labor and �f Industrial Relations Commission of Missouri included as an attachment to these Supplementary Conditions is reproduced verbatim and is applicable to this Contract. �f 4 6.14.4. Employment Requirements. Employment requirements shall be as specified herein and in the attachments at the end of the Supplementary Conditions. ky a x, € 6.14.5. Missouri Local Materials. Pursuant to Section 71.140, Revised Statutes of Missouri, preference shall be given to materials, products, supplies, and all other articles produced, manufactured, made, or grown in the State of Missouri. # � t 12. TAKES. Add the following new paragraph immediately after `f. Paragraph 6.15 of the General Conditions: 6.15.1. Pursuant to Section 144.030, Paragraph 15, Missouri State a Sales Tax Law, "Machinery, equipment, appliances and devices '{ �?. purchased or leased and used solely for the purpose of preventing, n' abating or monitoring water pollution, and materials and supplies solely required for the installation, construction or reconstruc- tion of such machinery, equipment, appliances and devices, and so certified as such by the Director of the Department of Natural Resources" are exempt from state and local sales and use taxes. ' Each Bidder shall take the provisions of this statute into consideration in the preparation of its Bid and the Successful ; Bidder shall be responsible for obtaining the exemption for any materials or equipment purchased under this Contract. No modifi- cation will be made in the Contract Price because of failure of Contractor to obtain the sales/use tax exemption. Application forms (Department of Revenue Form DOR 318) for Sales Tax Exemption 4 � Water Pollution Control can be obtained by contacting the Missouri Department of Natural Resources, P.O. Box 176, Jefferson City, Missouri 65102, or the Department of Revenue, P.O. Box 840, y,{ Jefferson City, Missouri 65105 (314-751-2836) . ` .' 13. RESIDENT PROJECT REPRESENTATIVE. Add the following new paragraph v; immediately after Paragraph 9.3 of the General Conditions: The duties, responsibilities, and limitation of authority of the F ti Resident Project Representative (if provided by Engineer) are set forth in an attachment to the Supplementary Conditions. •.t (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) SC-12 '� + �, >�''.�"�� '`?✓.; ..�4�„'�t�Fe ... .y, i "v ��_.'�°.,'i�4"'5."„ �• ,yqa 'v '*S `f4 � {yt aS 4 i%t i;s�'t7�� a� {a�l � ?"�V�'"v � ¢}"+ty• i�t�3�; k di �Yadi� ff✓k, 1,�,��! N 3'�t£Ant��i��t�}�ju:Ls�l�s�d •�. '{;. 6 "i✓�t r•��} •t"r�;1�,j�i,Yi,..t,7'�-.3 z. tr s. }+a,ro.�`r�l=• r } ! r n•,.� ,a ,'61 ''f t�,.• f 7 rFli"fdcT e Av u`1} tk �5� }" ,,,^+ E N�7 }1�.1'�t�rah $a}tR L a% � $ , rTi ,,;ti'7.3 w . at3 = t �:""•�'�l'...,,o`C�"�'t.�? �H$tt'�k �`,, :;Gnat'G�j9�:y'�tF'1tcif"�t��'�,"''",� '•y�,-�!'`'y�.;vN .�. r r ta'� �}�'t.6.?,a> 'Av;�+�RrFnT�Jt'?FhS�.S`i r F 4 4 +F y t• E,3 ! "t" t''t 'Lt , R `t,s*^: rt yS4.•�k�tl q i ��++ ,�, 1� i (r. �. ``�1. ,�3 r�!;�v,6'�x i t�v S C / i . ."' � ,�"� s, ,� ' F f �, ,. _ +i .,' 3 ,, s �'. ''.• rs ' r V�+,.d �k��r 1 ,T 'mot, t fs„ 7. ay .: # y'�'�t.�yh'� �kS r?s'y..t + 7� 3�` f r•<x<r r' �` i 7 < a;d i..5-. ..3t ( ;��+. yi�t5r's�� ss v' " � ,a X�ny .�'s?t. ��a�-��+ ��r�� t}�� t��+� �t�' �e 9 , `r��;t s ,r, rt�t '� s s"s� ��df �`t'�� -�, ;5�5t�•.�i ��, � q y '''Y} �+K .::�;•"r stli R�,_ Rue p„r,� E:�}.,y t'ji4,< : �sY+.�xi'`Y a.;�}"y�l�,s .�•v.��y � t`k�r�.�?+a�"•� �{ r aa`j 14. DOCUMENTATION TO ACCOMPANY APPLICATIONS FOR PAYMENT. Add the p{ following new paragraphs immediately after Paragraph 14.2 of the General ';t F. ; Conditions: x i Contractor's Applications for Payment shall be accompanied by the documentation specified herein. w s�;-`. �• ;fir. �',,, 14.2.1. Materials and Equipment. Payments for stored materials .. and equipment shall be based only upon the actual cost of the materials and equipment to Contractor and shall not include any x, overhead or profit to Contractor. ;? Partial payments will not be made for undelivered materials or equipment. 14.2.2. Schedules and Data. During the progress of the Work, each Application for�+2 pp Payment shall be accompanied by Contractor's updated schedule of operations, or progress report, with such shop r� .' drawings schedules, procurement schedules, value of material on . a kS1'i hand included in application, and other data specified in v Division 1 or reasonably required by Engineer. 14.2.3. Labor Standards Certificate. As provided under Labor ' Standards each Application for Payment shall be accompanied by a certificate that all 'labor standards requirements have been fulfilled. 15. SUBSTANTIAL COMPLETION. Add the following new paragraphs immediately after Paragraph 14.8 of the General Conditions: i>. 14.8.1. "Substantial Completion" means that the Work is completed to the point that wastewater can be adequately pumped through the 30 inch force main to the wastewater treatment plant to the satisfaction of Owner. All required equipment shall be installed and operational, or temporary arrangements satisfactory to Owner shall have been made. 14.8.2. To be considered substantially complete, the following portions of the Work must be operational and ready for Owner's continuous use as intended: Valves, connections, and 30 inch force main. Portions of the Work not essential to plant operation, which can be completed without interruption of plant operation, may be completed after the Work is accepted as substantially complete, and may include the following items: Site cleanup. Demobilization. Grading of disturbed areas. (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) SC-13 •.^ �� a �, � � �"_�!1"� "� r`irp. �t�tc or �`1s; .,. •Y��)�F. ; `.9 � t z5 t�t� t�a�'^� '�il�v��'�"�` ".�`'tf�'1 4 R'�•�.y� U 1 k1 •'� ��.1.'r �"Y`r�,f�b e�Y"pJ��F��1r F'� *dY n y �.. '` ` ?�.�'# l �'j'F��`•`4{�a $'�,:�,��S t1�a#'P'r'P'f.�� '1!��."�..;j�:ty(u 't � � � � ��5�.. ra; � t��zx t ��3!t�"'� '`�j�•`S,�C "3 «aa�;;S;�+�' � �S 1 .S'}4°r'1'Y il`4 °; 4 447,y3k'F`1s'* poll 111111- r ..lam.�:•, .+' Ir' d _ v. v�}iFVg"i'� ,�. +�j'.• ��'s7`+�'� '� "{f.�9'tth ry4s p�'�>r.� ��ft �t s, 4�. or. f s11s 1 f: x d n ,r ' s .3 .,t�ia � JlY�7i S}� .T� 16. FINAL APPLICATION FOR PAYMENT. Add the following new paragraph immediately after Paragraph 14.12 of the General Conditions: 6 v' 14.12.1. Consent of the Surety-, signed by an agent, must be accompanied by a certified copy of such agent's authority to act for the Surety. ' 17. DISPUTE RESOLUTION AGREEMENT. Add the following paragraphs to Article 16 of the General Conditions: 16.1. As a condition precedent to the commencement of judicial action for resolution of claims, disputes, and other matters in question arising out of, or relating to, the Agreement, including , any disagreement with Engineer's decisions, either Owner or Contractor shall file a written demand for arbitration of the dispute with the other party. ",. 16.2. No demand for arbitration of any claim, dispute, or other matter that is required to be referred to Engineer initially for r decision in accordance with Paragraph 9.11 of the General t Conditions will be made until the earlier of (a) the date on which '' ; 4 Engineer has rendered a written decision or (b) 31 days after the � :�n;r; s parties have presented their evidence to Engineer if a written ' " � ' s.::. ` . decision has not been rendered by Engineer before that date. No �� r,•., demand for arbitration of any such claim, dispute, or other matter !x. will be made later than 30 days after the date on which Engineer y has rendered a written decision in respect thereof in accordance 1 with Paragraph 9.11 of the General Conditions; and the failure to � '- demand arbitration within said 30 day period shall result in Engineer's decision being final and binding upon Owner and Contractor. If Engineer renders a decision after arbitration or judicial proceedings have been initiated, such decision may be entered as evidence but will not supersede such proceedings, except where the decision is acceptable to the parties concerned. No demand for arbitration of any written decision of Engineer rendered in accordance with Paragraph 9.10 of the General Conditions will be made later than 10 days after the date of Engineer's decision. ; . 16.3. In all other cases, the demand for arbitration will be made ., within a reasonable time after the claim, dispute, or other matter in question has arisen, and in no event shall any such demand be made after the date when institution of legal or equitable proceedings based on such claim, dispute, or other matter in question would be barred by the applicable statute of limitations. Y:� T 16.4. If the party upon whom the demand for arbitration is made rejects arbitration, or fails to give a written response within +' 30 days after receiving the demand, the other party may commence YA •: judicial action on the merits of the dispute. If the party upon z . whom the demand for arbitration is made accepts arbitration, the other party may commence arbitration in accordance with the Construction Industry Arbitration Rules of the American Arbitration (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) SC-14 � .fir:k., 'M 1.�a- isi:h;lt j s•.�aw t..•. .�p}�5•,(IIr. �y.t_.r^i•a• ,� itmt .l �I' , itE r�nr �, dx.r� f tiTlt iw. k�4 � IS l; Yr u;�tir'f�r y� i �!� k✓t-��r r4}.7 t r, t •� 'Y � �i��4 ,tY fi�4+''+, rj3",.,� � "i r1� � 4r ,rF �,� �i� .c i'�'i,,�i(Fr J� �F� � �i , , - z �('.•� u i ,fir N$n a '' 1-> c `�' 'F'`�'6}�;i �3 �'f dt' j��f«S .y 4 �.1.�i i`!�r t.1��`}� 4 t�t'j�%4�t�-� Y. .. �{ - c T. �. +R r Rr�' A: �,`(�Y-°s r 4•, k�.3 isrxSt U1"J�k s'�Y�4P� 't t�,,'�,�r �1tE'�,�� 'r�r 1� xy v"� C a:yr n� t 1 �.„p�S•.}rjt r +.i ti,fnr Y{ )1� i x,G }' • r r ��s$��{ ��Yaw';'�.c�yte�y�r 54t{s t�.�t sew +��r �t I�r��w'mti��t�f ��-��i i 4 r r Y*+ t+�yty,�. 1 'x'3��,r�� i�,;��d.t .,.tY�,•wa„";a tl r,,�` ,�{§{ P a�ti�,�rl�¢ rJ.�i`tft/t£[��.,% {,1 . , '�'G• � a Cadx M1 +,r {a�.'.., J `� ,t , ��k4� `�;l r� !r-MF x3"�' � 1 fL,t rx«,'S; j�,Y Y{�� [ r' .x kw 1�t '(� 3 t 9 •�' T'�{:.!YS J. "S t1 ^;ryrv}4v'%zi } ;ju rtiyk�rf ,l�h� rrl�y•,''s`c .q,s ar a4 i� ' tl},yrGa r3 +, •f 4: k'` �, .+�:. x.i n'�_, q .-.{ .k.,A'... a r f•, ..t .r'�' i�.r o 1 irf •`^r�flrrJ�Y A #t. , -F Is .3r +/71.i`s.i,..X r f,�'fS.') �[.:>,F�'3�•� `. r .•x r 1 I/� �... .•{ � t1 k'i\l �i-X..1Y 2� � N'"4: �� ;� t r i��+'. H�'%i�.�4 j i �' b `* �}� e 4 R' ✓ 1,..« .,- }��ri.•' k >✓"f t,� �4 y,xt�*r r Y'!S* 'ri+ a s t},+ r v� t }�k r{" c hrt�.T't�,�rFri.#i� �:YKr3,1.'K� 4` �. ' �Q� 1¢�' s �t...y •,y + ..�rl"'M1,j'��,yi .X... ky t'�� jf;,. Association. The agreement to arbitrate entered into in accordance herewith will be specifically enforceable under the prevailing law of any court having jurisdiction. ' 16.5. If a claim, dispute, or other matter in question between Owner and Contractor involves the work of a Subcontractor, either ° Owner or Contractor may join such Subcontractor as a party to the ' arbitration between Owner and Contractor. Contractor shall include in all subcontracts required by Paragraph 6.11 of the General Conditions a specific provision whereby the Subcontractor consents to being joined in an arbitration between Owner and Contractor involving the Work of such Subcontractor. Nothing in this paragraph nor in the provision of such subcontract consenting to joinder shall create any claim, right, or cause of action in favor of Subcontractor and against Owner, Engineer, or Engineer's Consultants that does not otherwise exist. Y 16.6. The award rendered by the arbitrators will be final, and judgment may be entered upon it in any court having jurisdiction. x 16.7. Supplementing the Construction Industry Rules of the American Arbitration Association, the arbitrators shall prepare written decisions that include: a. Summary of the evidence. 5 b. Findings of fact. C. Conclusions of law. d. Allocation of the amounts of the award to each issue under arbitration. e. Reasoning underlying the award. End of Section r J (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) SC-15 .;` y. >.e; r�.�s'�`yv�.�... �w,s t '., Knt`.��4 ,f�y�n�.�i`d5�,�°'ts".••{� 3.,Y". �ir ,Y,�'�{�.t �'' °,1;:`7 ,4 •.ta, r ��s 'a• �i { � �t,d:r ai°S� ..,! 1 tat ,r..: ,. t :". .t. ;�S .fifi i>t�t�>t� d P �.T.`�" � + ��.t Qf is ri � IC y.} tfZT�. st .a✓ 1 �it i4 .; A+�'k'� h„rrAg k: ATTACHMENT TO THE SUPPLEMENTARY CONDITIONS DUTIES, RESPONSIBILITIES, AND LIMITATIONS OF AUTHORITY OF THE RESIDENT PROJECT REPRESENTATIVE } AS SET FORTH IN THE OWNER/ENGINEER AGREEMENT a D. RESIDENT PROJECT REPRESENTATIVE Consultant will furnish a full-time Resident Project Representative and assistant Resident Project Representatives as approved by the City. The Resident Project Representative and assistants will observe the ,I'` Contractor's work and perform the services listed below. The Resident Project Representative shall not have responsibility for the µ. superintendence of construction site conditions, safety, safe practices ' ' or unsafe practices or conditions, operation, equipment, or personnel other than employees of the Consultant. This service will in no way relieve the Contractor of complete supervision and inspection of the r, work or the Contractor' s obligation for complete compliance with the xl drawings and specifications. The Contractor shall have sole �� g p � 't responsibility for safety and for maintaining safe practices and avoiding unsafe practices or conditions. Specific services performed by �.�. =r the Resident Project Representative and assistants are as follows: 1. Attend the preconstruction conference, and assist Consultant < . in explaining administrative procedures which will be a followed during construction. 2. Conduct onsite observations of the general progress of -the work to assist Consultant in determining if the work is proceeding in accordance with the construction contract documents. 3. Advise Consultant and the Contractor or its superintendent immediately of the commencement of any work requiring a shop drawing or sample submission if the submission has not been accepted by Consultant. Q; 4. Monitor changes of apparent integrity of the site (such as differing subsurface and physical conditions, existing structures, and site-related utilities when such utilities are exposed) resulting from construction-related activities. 5. Observe pertinent site conditions when the Contractor maintains that differing subsurface and physical conditions have been encountered, and document actual site conditions. Review and analysis of the Contractor' s claims for differing subsurface and physical conditions are supplemental services. (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) SCA-1 5 t '• 't%! 1r s .. '�1}'•%y3 .s r? .li a,f.t � � n'�''t xt^z 5''TK'f �'"+t^�;%T`S-"i�rf`�'3�t •, + 4� ( e� 7. �,. � i�x; r�S(`'%Cr, t , { :+y t 1 � y S t } i 1.t f t�� ,j 35*�tf^rSt�'�,yt:e?s;: `}�� t'� �!✓,. j' •t ,r i' �� F�,�,y,�.�x� ��ir4�rii ay{y{�r4'1}'{t,e �t� y�;N lkt,y4Cr�' �jJ��.t��rT+''�l.{aS��71��j� Jn� `a,* i.�� ;ti F}�t{q 9vt >,k�Ns,J 1 �' isy r �r'{ry+� r r�i''"{"i �istd �f w •I / '�i air t h� a �ty^'1 ti.z # .`�tydx�h��2{��.1.}^r a .r.�•ir y t”} r� � .c3 t`+, 't�'rYtF�k'.''sx'� ,,��y t.r}�y �d }4 � t d o+�yt24t f � ifir,t t} tLar s u> t� s "rt � a4� 1i � n�i}> x s �' Jilo I e Mb u4'rlw. d' fr'�I`ar.c 1 7 t a Z,F.,r'..�yt'- }..t Q f :..{4 ��c S4 k 1 ,+i."S• x r >. r % rs`'r., 1 i !, 1Ft�`�1 } 6 .x .!.q Y;j•.7r-.!' y�il ki.�T,'�.}1 4#, 0t #!!s .s. a��l k1trvC .k.Y �t V.. r % ri clr t'f nt: 1kT'fW,'•:�,` 4 �7 ?S't, ��."`s N'.E3 f y �+ •f }+'r�'"�+t �y r i 3 �'f.�' �v',�.,tj ti7> 7 k�S i� �'�. . Tl. �r'•�'�t}' �;.4, �'�} f��.� "lad{.r r �"dfli are�l��e f ..tjtlk,rY��eu��i,t `'`y�yt„F' f r�ti e� etrsht rY�k �s i}+E 4. iYn 7. Visually inspect materials, equipment, and supplies delivered to the worksite. Reject materials, equipment, and supplies which do not conform to the construction contract documents. rg ? 8. Schedule and attend monthly progress meetings, and other meetings with City and the Contractor when necessary, to review and discuss construction procedures and progress 'Xn scheduling, engineering management procedures, and other N ' " a matters concerning the project. 'a 9. Submit to Consultant, with a copy to City, weekly construction progress reports containing a summary of the Contractor's progress, general condition of the work, ' problems, and resolutions or proposed resolutions to problems. 10. Report to Consultant regarding work which is known to be defective, or which fails any required inspections, tests, or approvals, or has been damaged prior to final payment; and advise Consultant whether the work should be corrected or rejected, or should be uncovered for observation, or requires ' ' special testing, inspection, or approval . ; 11. Review applications for payment with the Contractor for 'E compliance with the established procedure for their submission, and forward them with recommendations to Consultant, noting particularly their relation to the schedule of values, work completed, and materials and equipment delivered at the site, but not incorporated into 6 the work. 12. Maintain a marked set of drawings and specifications at the 'j jobsite based on data provided by the Contractor. This information will be combined with information from the record .,� documents maintained by the Contractor, and a master set of documents conforming to construction records will be produced. 13. Maintain the following documents at the jobsite. a. Correspondence files. b. Reports of jobsite conferences, meetings, and discussions among the Consultant, City, and Contractor. c. Submittals of shop drawings and samples. ' d. Reproductions of original construction contract documents. e. Addenda. (JEFFERSON CITY, MISSOURI) (WASTEWATER FORCE MAIN ) SCA-2 ..t �f .e, y � ;��, ,}}.,,W h�;'x !r�+1�",1�( �, �,•x'yt§r ° * rl' t rfs7 f�r•1 ri�"�''F��`�"�(� �' e r r�h . ,g }�. ur nsl lr. �1r.o:.;>,� if e` ii to �ytr�("r�nii'O',..,r 'r�i�y�C /�ri\� e3 t flt �ef ��f�•31 �-#:�{r�.{} `'%• tr :.i!&+�{ .. . ' .r .s.. _ .... �yt.. r... �.. .k "}f`�� ., t .. ..'�vY ...... ..?_ k•�y1>rr_ r ...i.�'.'�_.�.�. .. _ _ .. r t\ tJ�,t s" :a.�If'• � ,.4.k `�t I'z�`.{'yyfi!:i,�r,`=, . '}�?y.j:�r'i��.,;1{•i,g• �•r�t.�'' y 1 c5 r gC�,3 gi'`gti,7>•' ..•s>rl L"�tt ,s.rte r a ,5 ,rt., ..i.� r ! � .:t.+`ri _tf.c u,r.�a h, ,j.�4,. f,1 't. p �i tV'4;t: 'f'� i3.J.;}j� �Y4 '� k.i:} 4�' 7t.,..arp: t rV r •,i,. c 1 �...,+atzt r� �' � R4j �l'�"."pkx L'4t.�f• r~ i4��.�1` '-", ,r }•V r 7�°C .i..�C Y , .r,4 r ,.'�5.,,.�.$ ,rl, ti.. �u '`i'•�..)ti K;aFt.t 1 �yu�;� i��}SYrt '� .'k'x•� a ;��i:k ."Y:r..,t:,f+r ,t4 t¢'kt �' ?: r,., /,., d t: .k ,y ! G.. �.,,l-1'•r,;rn"t}+=y'�c?. ?�,,i5 ;Ii):+5 en4+-+y+6 C° ,r <R , ••Ijr,r,' ,rrYZ. .rr;...l.ttw,:,,t,,:r;L,�J};. .tor.,tr1s 1. !� 1, t t t. .,..:y�'i,. �, :rs w r.: �'.�w. >±.. ri�.!'�. l+,rr,.�7,5.:'�y�iL",•,� r�,„,.,� `�r; {,E��y.Jr7 t�r� {,{_ 5. .i,I. 5 r jq ai. ,i� ;��n e '«. �' ::\;:tit: 5��tr �, t�, ,,,tY .�`tt�.� `�"t-, ,«F Sa .s:.,+.� :�ia., ,,•a:. t F t. 1 y. ';�ticc`±•.:i=,•t� =Y4r r.. :.5��1`�t:•tar,.•t•y..,,t.: ,.'Er,.d,^t'"•� c°.�;,.la* �}F„Z`{ .te,a,+0.:w�..;:t1.H. „'it.t�,t`e,r`,3 ",•4:,..t 7re d k. x Ja ;3 tEft.•i#” ;•s:'Ssi',r,.j >> .r :.,'�\.t'i�"r.4,+.�}.r' }f .a¢'.l 11�34a if'>,.w=i+.}k.,�',,.r�,. �'�§ w£•,.S, l;,tr, rM ,. y.t..,2.f�^ft, .v�i I l.;S•r.,4..�v:.,`4t tl �4 � , h f{ 1 1, It •�' p3's,��,�,...,M..,� Tr,5-1a.�:•.�..,f�;�£.? ,r{ s S f 'I , y:t i.� ;i. .,1✓ :.K'ft r 14.t 1,„s-„? F-..n,4.ti..t'u!n fi.+ f},1�. Yt$�S c,�lt Fyac.+L+1 P.3H,Fi`• :t. Cl�.•.7,. 0�, .' r 1 '1 ! I �,-4 4 . 1 • 1 / • 1 1 • • • (r • • • 1 • �h �;r", / 1 • • 1 • r;ryy. 1 1 . • • `r t• ' S! fry+�2� "`444 M , .y . iw7 �i. ! .a ftt t fhh� 'St �.t r't i t7 E, 13, ti. t J! k r1•i� r rr�t t5 tt1 'Y• .h"i ^:{!c-.rb.. '.l,� 'k '�44'�,.( :r gitC'�f::ti'.''trftr lr' Y�`:iity'kyi,J>''f!�'Tf`R�t t.ti.t Cr 5 t `1'+' i :r,,{1{t, •i4?:t+i,':l: ta;,r y:,{{�„('" rl�v d •F,,MS�• .,s��;Z>.4M 11 �t1,.;., r.Y11 te ".! l�. ,r< w. :7 tr1[yFrry ,� ;t• -ll 4ji �(r 7y�e-., 1,.�,>{�..t,.\.. r(,T•:vZ..f, {,.,,t,.:'.-,1i:� c .t..£{: :t " ,.T .�i(` t�},i.+�' 3�•t�rr .?t E7 It ? i i .s'' ;t tt ,�t r. `� .� t } .rt C [C ^.t'N•�++ L �{'.G`4 '?t'.,, }.$t...��ee •` z' k;,,� rt t S r r t a f tt t r ( aS.5+t r it f t t� y„i'' r r ems' �tr`.,! 1 , 1 1•. a t e .y 1' .•:5. t•�a1M! :r.«7r>; ..t��,,,rl.t.tc'-�l•F�.d t{ 1'( Y i`;`t Ct,:,.�y, f; � r°t�}.��4t.{',`t9t�•�tlit�y SYti,t( G ! S.3�r ,.j } .1��. 7 � j5' 1,1 � jl.'Y.S ':� i'•:�: I}+i ^5 5:(!.S',w: �{” i tA�. "11 � V fit` tY+'M1 '�'{7 11 h� ? t r,. ,. l,'15r s . ,,t,i;�r, •iZ .�f• �'s�`_t.t',d[�t•r, ,1`i�''r>4'�—?'?�'. . ,\rrt'S. �„t� � .'�;.:�7 x�'�•} r�� .t r y4, �t � ' ri' '" •• `tkt3:,r r i"i ? '7''. { 'v .�` t r�' t '• 0:t.91;";k5 3 ?T^ `i .' Y i .Yi: G , .4.gt. is%� .. ,,. y�ii T' S` �j5 9•.cEnti' a idtbtrS` SJ .. .t�'��k.a ? +1 # 4 >. +�sfl �ir S• } k •-'.�Cl+.�,v :i ''w"t "t �Gf.�.'{; '4 r f.,� ^},f)�iA p; i is ,� f3d t 3ii�b ✓ .. 90111 n Lab ox 6 t i n d Eir d,S 21'r vtt . 5 J ,� td y r_�'� •',y�'id.�.�•^ �. .,t �. : . ox t:` WAGE AND HOUR SECTION tyre � "'(- 4Q to 0 tI,Yi 0 •°� a. .' MDCCCX�� ; } MEL CARNAHAN, Governor Ann -!!d We-% ,rwo-b Order I Section 026 COLE COUNTY NTY In accordance with Section 290.262 CUM. Supp RSMo (1993), within thirty (30) days after a certified copy of this Annual Wage Order has been filed with the Secretary of State as indicated below, any person who may be affected by this Annual Wage Order may object by filing an objection in triplicate with the Labor and Industrial Relations Commission, P.O. Box 599, Jefferson City, Mo. 65102. Such objections must set forth in writing the specific grounds of objection.Each objection shall certify that a copy has been furnished to the Division of Labor Standards,P.O.Box 449,Jefferson City, Mo. 65102, and to the party which requested this Annual Wage Order pursuant to 8 CSR 20-5.010(1). A certified copy of the Annual Wage Order has been filed with the Secretary of State of Missou '. ;;. r—zi n k olleen A. Baker, Director 1%,Division of Labor Standards Filed With Secretary of State: 9 1, Last Date Objections May Be 47 819 APR Prepared by Missouri Department of Labor and Industrial Relations ,tii f� ! :,`' vN•7 s.:`+3`'ix kti:h$' f<r."•..r� Y:�4.f. .s `a' w1�r111�44 ��' 3 i � i t- �r� r�� ✓� �y. g Gbt2ly -.,:._ ..._f ..._'.. ✓ .ierlr:._.__...� ,; ,_'� •� •, .. .: i_ ..,.. .}... ..__... . .. .., _ . ..'4t^N.., :. ..„.�,a��E'`;:.,,.....�d�.r�.{�.._...esi _ _ A .. .. Jib.t .f 4! 'l t i .4i ; .! It . �..2 '.,.'/ .fix!" .,1,•,ts;.. } :7 �:.t t/ 5 .a a`.}K i_r'y,r*1� ' -��„ili•yS� �'I Al rF ! �f.l.q�ltI c tt't.':4 r .•} :..ut{�t. jl t r r ,,t. ..r,t' t .,'aria'/ ,1 .�. + + `�4d •+{.�k. T / }$t,({ �22�e,4t, +,a.Pl w y` 't(I a c-� a" I, i. r N s .r z` +. r it y a m { tFls:t' *. ;!` i 1 P r��.i',� t• 4.tn,,,.l r}7 SL t.'.!k it``li f.f<< 1 T3; .1 t P: It ; �j �j, �yA4{t � .}F�YxF'b Y t G�l�'),f-�• i�. t I A� C ,L,!• 9h..5'L 7 s t arx .J,,,r. t. ,�, .�+ Y ��a„ S ii-d�,. ., e I.5 a i�le1 •t �' ji`z�yi t}+r a. Va�r, ds•r!,.,.<..i' :et t? .•:er?.,r,, 2{. � . .r. . . .;", .tt:..., i;'a -ky.,.t f„e, . ."�t,�.•�,y. :,ri+rtJ Sr;!•I .C,if s; .., �.,.t:.3l cr. G:-r:3 .:..,�.,�.fZ ,{� t4. , •( 'via at... t4'.rE• :iA,.:.•, 1. .t � ,x .� `-r:•;:4" .a r '9. "i I .1' .�591'• 'dG r Y f• .,.t;"r :tk•. L S. ! .:ir„„:•'.- 6. •E,`i•S t 3 drM+ui Issued by THE LABOR AND INDUSTRIAL RELATIONS COMMISSION ORDER OF COMMISSION r7. :'=;•;;r Local Na. 35, on April 6, 1994, to objection filed by Plumbers Annual Wage Order No. 1, Cole County, Sectionartment iofoLabor t „ issued by the Division of Labor Standards, Dep and Industrial Relations; filed with the Secretary of State: March 9 , 1994 . On April 6, 1994 Ronald C. Gladney filed an objection to Annual Wage Order No. 1 with the Labor and Industrial Relations Commission (Commission) on behalf of Plumbers Union Loca No. .:: 35. On April 27, 1994 John W. Ellinger filed a motion to intervene on behalf of Central Missouri Plumbing Company. rM.•iFXf § 290 260 RSMo the Commission on April 14 , rya A ' As required by .. :, 1994, mailed a notice of hearing to all parties setting May il, wss 1994, as the date the Commission would hear these objections . ;f'.• The notice stated that each party would be required to submit nder oath with the right its direct testimony and prepared form u to cross-examination and rebuttal at the hearing. }' a rehearing conference was T� �u Pursuant to 8 CSR 20-5 .010(3) (A p convened on May 21 1994, for the purpose of clarifying the areas in dispute. On May 11, 1994, the Commission convened the hearing on the '>r merits of the objections . Presiding at the hearing was Commission Chairman Henry Panethiere; Commissioner Philip M. Harry; Commissioner Robert Thane Johnson and John D. Keller, II, - Counsel for the Commission. Appearing for the parties were spy Assistant Attorney General Cynthia Quetsch for the Division, u” Ronald C. Gladney for the Objectors and John W. Ellinger for the y"s�to Intervenor. The hearing was called to order and the prehears Order. .' t the Commission was received into evidence as Commissio ion Exhibitt No. au The Division's evidence consisted of the prefiled testimony of :.t James Boeckman. Mr. Boeckman also testified under direct examination as well as cross-examination. ,I The Objector offered into evidence the prefiled testimony along with the direct and cross-examination of Mick Chumley, Frank r, �r Scimo and James Mossinghoff. The Intervenor offered into evidence the prefiled testimony and direct and cross-examination of Lloyd Klosterman. The parties indicated that they did not desire to file briefs in the matter. Na I } t C7771P$""' ha, r r,v "-F•li`57+'"t'�`"-ria)�yr•.•;•` qt x-;77"� 2 ' l .q� ,{ ''n rt ^I�t�� t t t. S 1 �� f tc A;l t +r"� y*ttl h",k'�i lti�k��t� r1�•gl�. *.t � i 7�') tt �� a�� r�.- i�!1r 51«s (( Y+ •5 t 9�.2 � �' '� � alk,?t {.,j 41 f�E.�t4 .�� a •��, r V S .St !Y' 2# e" '� i+ � t i+¢ ri,r �A h.��ro }��y�r}��,� ! t � } t,�ra.4�'✓Jt�f s�n.��l �x i°}��'1#`S,�� , �,��,�' f! ya x j t 4,t t �'�, s" '� �'vv '•t+� s'- • �;�,�t�H t +� k�7 � yCtA#'ri } �y d �r .�f f I s! 1 •6 �$�. �!� k� �},•'�� •. 1��+�¥ ��''}�t V� ��1 'j e.�' f yn,.+P�,f .{fin Y'} ya 5 3 ;� ztq�a.•�{1 Ja F' s� 4;' t r � � 7 wL"fi .$='I 1 F �� a T{�f�:�� #-'�'f'S rf+' `7 kl..,x 3:'4k s 1i{.�`f� r t.'l�ari�fi3{•rf s�.l`ti�- ,E•�•p 6' �y A i t y. i'J• A'� ��, i ..� rlKKY Y . tip :l tt P�f e. ��'S<i r'1h. t `wpi d r 3 t G t ft{tR b 11k a y�` {"r; R, r Lip 1 ")j'tNJ ��f��•5��,',4 t � s �.u^�tg�yih,+`t`lt�S„tt'f`i � 3ip'•rr__"'t .1, � j )`A'G'=.1 f 4fiR ": 'd�:`drt.t i'fi'{}f'' ��„lftfit'�'1i 1FR ; lwv , �f•, r i y Y_ .5f � f� °�4. ,;��r, � �Y ..`� �.. 9 t�h.y t° 4 • 'Z F {Ctik;:�J s` }, I' a�# ..,,t,�.. ?°,�i��,nVi xa�y, "''�f+'+t��r., '�1`. ' JS i i m �syfi:c"gs�r �, J}' y"{��rti j �`S^�n,�.alr "';�;.��. ,}�it''gy',IJNr �V }•�lY 3'i�'h{ �s k �j p t � �� ' �'�.� r•�! F nE�yiY*s .'%y+�P �1�Y' �0i� k•t�, '��'��r" �,�"?', . .°�.' Sr r.,°'�i; �*p �}yy.��'�,', tl .:,ti nvh�• ,yt'e-7f Order of Commission ;. Cole Co. , Section 026 :�. Page 2 The transcript having been prepared, the Commission hereby snakes k the following findings, conclusions and final determination as k to the prevailing wages which must be paid for the work contemplated in the Annual Wage Order. FINDINGS: The Commission has a statutory duty to "rule on,.the written objections and make final determinations that it believes the evidence warrants . " 5290.262 . 6 RSMo 1993. However, before f addressing the merits of an objection, the Commission must make an initial determination regarding whether the objections were i filed in a timely manner and otherwise comply with the statutory requirements and the commission' s rules. The statutory requirements for filing timely and proper objections are set forth in S 290.262 .3 RSMo 1993 which states: . rkY At any time within thirty (30) days after the certified copies of the determination have been filed with the Secretary of State and the Department, any person who is affected thereby may object in writing ' to the determination or the part thereof that he deems ` 4 objectionable by filing a written notice with the !v`• Department, stating the specific grounds of the Objection. In an effort to clarify the requirements that must be fulfilled for objections to be considered valid the Commission promulgated, rule 8 CSR 20-5. 010( 1) which states in part. The Objector or Objectors shall set forth •in writing the specific grounds of the objection and not merely conclusions that the wage determination is too high R�F or too low, but shall set out in detail how the Objector reaches his conclusions and that the rate is either too high or too low, as the case may be. ' The Commission determines that the objections were valid and were timely filed. { Once it is determined that a valid objection has been filed, the Commission must consider the merits of the objection before determining the prevailing wage. Missouri statutes define "Prevailing hourly rate of wages" in pertinent part as follows: Prevailing hourly rate of wages means the wages paid generally, in the locality of which the public work 'tr is being performed, to workmen engaged in work of similar character. . . S 290.210(5) RSMo 1986. k :.r f rf .i, fir. � Jf� .'•s '.� ��ir `'r�} �t is p i"r J '7�� Y�1 r � w+�j�{ iy�r�1 5 ,•.., lr � .:t} K J,r W 4� '} F' t J�7ti ''ar. � i, r,':� a`i'� r' t` r t 1C� -d�'�tic _ .:_�. J..�dra. �a_z u .,.1, ..--- — .. .:.. .� ,.. .. _ ... -_s•r_,-... ....... r�K. F.... . .r... order of Commission Cole Co- f Section 026 Page 3 In arriving at the prevailing wage, consideration must be given to the applicable wage rates established by collective bargaining agreements and the rates that are paid generally "Locality" is within the locality. 5290.262 . 1 RSMo 1993 . defined as the county in which the work is to be perf ormed, except in the event that there is not a suf f icient number of competentp skilled workmen in that county to perform the job properly,, then "locality" may include two or more adjacent counties from which work may be obtained in sufficient numbers to perform the work. 5290.210( 3) RSMo 1986 . There is no dispute regarding the reliability of hours submitted of the parties. The issue before the Commission is by any whether the hours worked by union plumbers, albeit at different rates, shall be taken together to arrive at a prevailing wage. While no single union wage rate has sufficient hours to overcome the Division's determined rate of $16 .00, all the union hours worked taken together exceed the total hours at the rate determined by the Division to be the prevailing rate. The- collectively bargained rate for plumbers in Cole County is $21.355 plus $8.32 in fringe benefits. However, the collective bargaining agreement allows for a reduction of that rate plus ' fringes no more than 25%. As a result, the union has presented numerous hours at different wage rates paid under the agreement. This case appears to be one of first impression before the Commission. The Objector argues that the collective bargaining".W rate is a variable rate with a f loor, rather than a single inflexible hourly rate. As such, all the hours worked by union plumbers should be considered together, despit6 the fact they are at different rates. This would more accurately represent the hours worked under the collective bargaining agreement. As to the calculation of that rate, the objector provides the following formula. The collectively bargained rate of $21 .355 plus fringes of $8 .32 are added together to give a total of .$7.42) $29.675 . Twenty five percent (25%) of that amount (or shall be subtracted from the collectively bargained rate ($21.355) leaving a floor rate of $13. 94 per hour. That figure represents the hourly rate. An additional $8.32 in fringe benefits is added, making a "total package" of $22 .26 . The Intervenor argues that the Objector is attempting to establish a single wage rate out of a group of variable rates. He argues that the statute should be strictly interpreted so that the most number of hours actually worked at a given rate is the prevailing wage. �� 1+�1', f�y` �+1�'. '!"�S r?"�,sj. rr 7�'t r+��,iie{A � {irY=>..�y fir;, r i�;�:ri a f,„ '+ta..'R,' ;, i t V:"��.ir;{ w l :ter✓'+^t`n,::14 9 i ,"'�A. �uP�: .a� '�( i.it i. i Y� n4 'iy^„yi, i�� A` ♦kdl J � d i �C 1.4.f � � �++�n��7!""jf. .� S. Order of Commission Cole Co. , Section 026 Page 4 , i,> x CONCLUSIONS: r The objector bears the burden of producing sufficient competent evidence upon which a conclusion may be made that the rates set out in the prevailing wage determinations do not accurately I ' reflect the prevailing wages in the localities at issue. We find the objector has met its burden in this case. , Because the collective bargaining agreement in question allc?ws for a variable rate with a floor amount, it is a natural result that wages paid under the agreement will vary. Those different rates represent hours actually worked by plumbers under the collective bargaining agreement and should therefore be taken together. This provides a more accurate representation of hours worked under the agreement, which the law requires us to consider t pursuant to S 290.262. 1 RSMo 1993. When taken together, these hours constitute the greatest number of - hours actually worked and paid, and are in excess of the 8800 hours relied on by the Division, and therefore the prevailing wage. FINAL DETERMINATION: The Commission determines that in accordance with the provisions of Chapter 290 of the Revised Statutes of Missouri, the prevailing wage rate to be paid on Annual Wage Order No. 1 for plumbers shall be $13.94 hourly wage plus fringe benefits of ,$8.32 per hour for a total package of $22.26. Given at Jefferson City? Missouri, this 2_ 4th of May, 1994 . LABOR AND INDUSTRIAL RELATIONS. COMMISSION 4 7 Hen Panethiere,�Chairman Plfilip Bariy, Member ` DISSENTING OPINION FILED Robert Thane Johnson, Member Atte t: Kay C rn . Secre r I �p '.iS :'�.tf4Qt,;vti+,',�F. F tt:'f}�S,� 7 ;y�;�Y# •; e ,i7� a e i Jar•.'• � +, 5 r iry 4Y4 �/�,,c) a`3 f�,f. s f�,`"zilr',. �� Iii s �...;' `�`` ,,, ', �i�i •t;�r;.i.tjjr p • _ � i9- 'fix -- - ✓'��._._.r .._, __ ._ .. ..,- - '.� ... .. .""fit •....-. . ...r�!.. .... e.•.r._.i....errr. .. 3 15J t t' • t{'�, �.. {, t t.. t y, .: t � 't.t=. 7" '..?� 4t f+��r�' Yl*>1 �,'�Jsu' Y ' Order of Commission Cole Co. , Section 026 Page 5 =x DISSENTING OPINION I, Robert Thane Johnson, have carefully reviewed and given due .`g consideration to all of the competent and substantial evidence ' filed in this case. Based upon my review of the evidence as well as my consideration of the relevant provisions of the Missouri prevailing wage law, I am firmly convinced that the decision reached by the Commission is in error. I would uphold the wage rate as determined by the division for the reasons explained below. This case involves the interpretation of the term "prevailing wage. " I believe the law should be strictly interpreted. In R my judgment, prevailing wages mean just that - the rate at ., which the most number of hours of work have been actually performed for the craft in question. Applying that definition, j I note there are more than 8800 hours worked in Cole County by 5 plumbers at $16 .00 per hour. No other rate comes remotely closed to that figure. The Commission's decision, in my judgment, is not based on the "letter of the law" . As to the hours worked by the union, I count no less than 34 different wages ranging from $40. 81 all the way down to $14 . 17 per hour. To consider this huge Variance of wage rates defeats the purpose and intent of the law. The law was not meant to be complicated or dovetail itself around collectively •bargaining agreements. I am sure that if the situation was reversed, no one could successfully argue that all the non-union hours should be taken together to r ; i arrive at a "non-union" wage rate. I believe this decision does two things . First, it is contrary `< to the intent of the prevailing wage law and favors the unions . Secondly, it discriminates against non-union workers ' in that non-union hours would never be considered together. I ;r tk believe the Division originally made the correct determination that $16 .00 per hour is the prevailing wage rate for plumbers in Cole County. Therefore, I must dissent. i Robert • Thane Johnson a`^r ^r 1 y i' �• , I �� { � .i.. 71 J;, `r, �� h �� s�4�'+"'�rS rl,, gtiknx Ftt}k,2 m'�rJ g27,•x,rt y'�t,tJYit�S t3 4;f'3+r� f sr t cl 4(' , ' ii. r s lstu A!'7 ,�;{{ '.JT",a4^.`t t 4afji 3 u 't'�M�•.a 4 d fn.,��i a } � �, '' �eS�.ek�XF orr;,`'-'V'J"'i.} u a� t Yn� x �-��'i,� •>1r�}�`).. { ° W,��,�„`C�}•},, '�yrry .�.,,,i r4,1 yk}{t i M.��L�ywaJ c {�'Y S'�W '• t,� , {~ t r :I,it n y •H Y'x4yt�J"tl� �a'li.` � � Y flit+. �'.� JF+ � '`'� ♦ t c A W t J � 't Y`F7� �� r�t� ii"� F `� } G, 7 � , Wit? •t ..s: � _ }�•" :... ,. ., .. ."� . .. ''`+1 .....�l .. b t,'�t yT! _.._.. '.+i SdJftir � }� � It /` F ''',y^F m+r�'(rr�Y a 3.+.r�•A �t ��". �...�� . "� c dY E�"12e1A a {� t C ... �t ,��1 i Y�'• �� t� « fi��'. ,�;�}r r ?.+lr''�`, �yrS. F�iie�} ��r't: :i r �t t :• S ..�• �`"'-"-,,;�•. .� `". ,`. ' .. �,yi� Af:;4�q c i t d L g f x f .... •��a tit , *-L'+. 1, $.••cc��-,7 .MuitiFunAfMrX,1V505tHi8iketice«a,..!ne...o-.e...i,.t.y+•w.�«.,+a.w,..,.......e..tiu. Nt1Tte8t4,v'!19<.'•.nfl+vhr, .�',`_W�'YD'!FX`i?7rN',*•aazkl�,y-',�q:� ?N..�rce-i�.Lw+wrrwFawr.�'Jw"� {L : gyp.ia:iicY3..�iLSuddJr.Y� �t�'� . 'i ;wilding Construction Rates for COLE County Section 026 E« F 1 Basic Over- CRAFTS Hourly Time Holiday Fringe Benefit Payments " Rates Rates Rates H & W Pen. 1 . Vac. Appr.Trq Other . asbestos Workers $24.01 19 28 2.92 4.32 _ 4 7 1.75 1 'ailermakers $20.55 2.75 0. 6 b N,,}� 1 rickla ers-Stone Mason $15.60 5 7 1.85 0.15g '`. f ^ mar enters $14.78 5 7 1.85 1.05 0.15 Iement Masons $17.85 4 3 i ° 0.15 NEBF3°!° �ectricians Inside Wireman .., $18.44 28 7 1.95 2.50 10% , . 5ommunication Workers USE ELECTRlCI�.NS INSIDE W REM N RATE evator Constructors $21.01 1 20 3.845 2.19 a 0.085 S ineers- Portable & Hoistin '.�#4fhiiff Croup I $17.77 4 3 3.40 3.10 0.40 x5r 3rou II $17.771 4 3 3.40 3.10 0.40 r^v I!I t$16.52 3 3.40 3.10 0.40 �. 4 Grou IV $15.541 4 3 ( 3.40 2 101 0.40 e Fitters c $23.25.1 1 3 ITOTAL FRINGES $9. 8 $11.001 FED 0.48 a-281 0.45 HOL.32 Laborers (Building): 3eneral $12.25 5 7 2.30 1.20 0.10 .3emi-Skilled j $12.50 5 7 2.30 1.20 0.10 Hod-Carriers $12.50 ) 5 7 2.30 1.20 0.10ar ....45 } terer Tenders $12.50 5 7 I 2.30 1.201 0.10 jr.••, er Tile La ers-Bottommen $12.60 5 7 2.30 1.20 J 0.10 L-athers-Metal, Wood USE CARPENTERS RATE I Linoleum Layers & Cutters JUSE CARPENTERS RATE arble Masons $15.601 5 7 1 1.85 0.15 4 millwrights $15.531 6 7 1 1.85 1.051 0.15 ' Iron Workers $16.17 11 8 2.62 4.051 1 0.23 ,a ainters: Sign Painters Srush $14.00 18 7 0.85 Spray $14.00 18 7 0.85 ' Plasterers $15.85 2 3 "lumbers $16.00 FED r ile Drivers $15.18 5 7 1.85 1.051 0.15 Y Roofers $17.85 12 4 1.75 0.60 0.12 z; "heet Metal Workers $16.73 40 23 2.86 1.99 0.22 SASM1.76 d� • An Hangers S prinkle Fitters $8.00 FED errazzo Workers $15.60 5 7 1.85 0.15 le Setters $15.601 5 7 1.85 0.15 T p Drivers, Teamsters $13.251 5 1 5 1.50 1.50 , Drillers I IUSE BL13G CON T. ENGINEER ROU II RATE 'eiders-Acet lene & Electric s a. . .-»+.�wiVn.i`4+"�'�.i�`xdl+.ztil'`°CF.tllluNatar .u. '- t t is�.�n+�n. 4 t.• ,' .t• r .ltd �1'c' �yavr,'t" t 'iy°• M�`(r�j s.52Fr��.•q� v��rK•.-FV r'. „� y�3� at� � [ .�{ .d:, t f ..t' t t. . tryt 1ht pt^e,�..4 a$ 'a',,1� t 4t v �{jd�`t',`1�•�'•t dgfit �n � �z.�$' t iN. -tt �'�•_ '�u Rfjx;i��a�vi'��`��t it.a.� � ~r� t t� _•{ t` I t� + } �>• .::�t #�t'lrtk''k�.''t.S}r,�Syr�� ;��"�}�A '',y, ,.r �1"y ,�'x �{�i=�Y'=t�fl�t t!'ti1"'r�Sr sr��tt d 2 F d+� � y S `) 1 Y l 7. i �.• t r�Gp r�:F�. � « ;y:}..ti��K+! ;�t .�y 4:� }'� :;,�<t�"F� 1 �s st?�7. ttiF l 1, {a'�S ! E 1w �.l .,,� F F�f .t �i..td •. t tv�., t��.t'tom Putt.}, t�,7oy, 'fir � .t;�.. ti+� e r� .t �+•r a t' 1.u�x p.4�' °1 �� ' 'tlF";tC �{. � &V•, 'a..«s ..Q t..sy,�1 t t. S r !_t t: f t et � •t`'d*.E S`�`s�. �, '� ..the'��`� �'� t t; = f .y� ,2 �:✓ i t �..ti t5 {� .}jt t t''-y t`'9 �d'+'ttw t v ��a".:q� � 4 uilding Construction Rates for COLE County Footnotes Basic s CRAFTS Hourly Time Holiday Fringe Benefit Pa meets S Rates Rates Rates H & W Pen. Vac. -,A ppr-Trq Other r 1. ` Welders receive rate prescribed for craft performing operation to which welding is incidental. ' 9 .i Building Construction Rates on Building(s) and All Immediate Attachments. Use Heavy Construction 3tes for remainder of project. For crafts not listed in Heavy Construction Sheets, use Rates shown Building Construction Rate Sheet. - Vacation: Employees over 5 years - 8%; Employees under 5 years - 6% Qwork uity Trust- $1.55, MOST Program - $0.205 under$3.5 million total Mechanical Contract - $19.98, Fringes $9.10 All work over$3.5 million total Mechanical Contract - $23.25, Fringes $9.28 el ,x ti! 'A, 7 � �071 fxti .i{H;� �a. 5� .1r• � h+�,•}:y�.,.� 't<,r{ `]f }an x 3„aiti ` Ni{� s � Ch �!� { '�. e x �"�' r� ,,..... rt A .��_ay ! i'� ,S4r��3i;� �n:•3:.! •�"+%� ;4 �n>x sfS`,°�s J � ii.,r br . '' c / a, aS -xt t 'r:t '2 sS Y'� `� �. "� G s arts t.. t •.t,tt .,,,, ',; 9. . r t t ji1,Ya4.Y cJ+R� � fIM�'��Illfb�Agit llLftfSY+11�RNlB#91{f84K'sit.�•idwF.�Rq�ifYEi�lll'+� G1l e1;fGSsl,tuw�E.aweDin.rihd•+aua:ii+sarinCA?Cmdsiil� - fir¢` �y „ C)Z`ERTI11 AT BCIL ' l�G CO\STRC'CTMON 4 :. 'ERTDIE RATED ENTITLED FED: Minimum requirement per Hair Labor Standards Act means time and one- �f (1-_) shall be paid for all work in excess of forty (40) hours per work week. .� . 1: Means double time shall be paid for all work in excess of eight (8) hours per work day. Saturdays, Sundays } ., ,u ho;-.days shall also be paid at the double time rate. }s . ?: Means time and one-half shall be aid for all work in excess of eight 8 hours . P per work da . 3: Means time and one-half shall be paid for all work in excess of eight 8) hours r ( per work day. Saturdays, �,-, days and holidays shall be paid at the double time rate. °s =''y' �. 4: Means time and one-half shall be o eight ,.. ` paid for all work in excess of e►oht (8) hours per work day, Monday ugh Friday. Time and one-half applies to all work on Saturdays. Sundays and holidays shall be paid at the )uble time rate. 'w t 5• Means time and one-half shall be paid for all work in excess of eight 8 hours ( ) per day (if working ti�•e 8- )ur work days), or in excess of ten 10 hours } ( ) per day (if working tour !0-hour work days), for work on Friday �-orkirg 4-10's), and work on Saturdays, Sundays and holidays shall be paid at the double time rate. �`in 0. 6: Means double time shall be paid for all work in excess of eight (3) hours per day (if working 5-8's), or in VS f ten (10) hours per day (if working 4.10's), for work on Friday (if working 4-10's), and work n Saturdays, and holidays. j ;. t . 7: Means time and one}half(114) shall be paid for all weekend work beginning at 4:30 p.m. on Saturdav and _.yirg through Sunday. All holidays are paid at time and one-half. Also, all time worked over forty (40) 6urs 2 r week are paid at time and one-half (11/2). 8: Means time and one-half shall be paid for all work before 8:00 a.m. and after 4:30 p.m. during a regular )rk week Monday through Friday. All work preceding 4:30 p.m. on Saturday shall also receive time and one-half. pork between 4:30 p.m. on Saturday and 8:00 a.m, on Monday and recognized holidays shall receive double ' 9: Means time and one half shall be paid for all work in excess of eight (8) hours r work day, Monday per Y hlehti eddy•paid. and Sundays shall be paid time and one-half unless they fall on a designated holiday, then p . All designated holidays shall receive double time pay. �. 10: Means time and one-half shall be paid for an work performed' y pe med in excess of ten (10) hours per day or forty hours per week. Saturday work will be at straight time, unless over forty (40) hours. All work performed on lays and holidays or on a day observed as such, shall be paid for at the double time rate. . ' 11: Means time and one-half shall be paid for the first two c' for the first eight (8) hours worked n Saturday. All other oh ertime hours worked worked ndayah ouough Friday al paid at the double time rate. Ail Sunday and holiday hours worked shall be paid at the double timetrate. r.. 5' tS 6 .,+. �}c.yy�;£i5,• °"}'i'b;}�"'If�`�°.��.i r,'rr7n'•.r,:x"+...•"�,�'",p'jt �`ii` 'P' � ':it�t nt.fit f s r 11f i, ! 't}'' .$ hs�1 1 #. ,y�" fiT`j s i ,•r'rk�t 1r'1'1.y i `k! � o r ..s *r `��f' i�� l".i`^Y.'*•,("'ht �`�� htti', k i•,�, �]S .�f�`fi, fr�r$ r. . �S,x`t.. 3@ 1�� } � }t'�� s�s�� }r��i��s;M1s��+'!t`_" .�, '�� r• �t 's �'_ .y,.r„a` �' ,, 1��et '�(Rk�'"i"`'2�?n"p��,+'�r�Kr'�§t�q�,'�•�Se?•�;`iy�' J,•'.3r�e�'4'"G._,,• �'i7r s+nY'w1�',;��tl°t� cw. r r ,. . t + k w5i'��a(�'k �+� s•o-E y�v,^aJ> �'q k' r�hl; h , �rT. tit �e �s r 4Q � '•x t�t t ��}Yrtr�-'�htt 74yb;;t�,�j'�:� �iii}5:4 �„tr�,;.. :s.l� Rt;h'x��}(tr. M1y� .+.�iJ��'i ;"(�at'r t;5"'1��'�t'�3$��. i .. ?tr r t J " c.4 _ . �. r.:••,Yi.,y, t4 7 7, 'STRUCITO Q'VERjaIE_RAjE SCHEDUE - BLJLD[ 'Q CO2� _N '0. 12: Meads time and one-half shall be paid for any work performed in excess of forty (40) hours per work week )nday through Friday and all Saturday work. All work performed on Sundays and holidays shall be paid at the ible time rate. 13: Means the first four (4) hours of overtime after the normal work day, each day Monday through Friday and o first tan (10) hours of overtime on Saturdays shall be"paid for at one and one-half times the regular straight, time ate of pay. All other work performed outside of the regularly scheduled working hours and outside of the first (10) irs worked on Saturdays shall be paid for at double time rate of pay. Sundays and holidays shall also receive the uuble time rate of pay. t. 14: Nfeans ninth (9th) and tenth (10th) consecutive hours Monday through Friday are paid at time and one-half 1-/2). The first eight (8) hours worked on Saturdays between 7:00 a.m. and 5:30 p.m. shall be paid at time and one- f (11A). All other overtime hours, Sundays and holidays shall be paid at double (2) time. 0. 15: Means time and one-half(11/2) shall be paid for any work performed in excess of ten (10) hours per day or -y (10) per week. All Saturday work shall be paid at the time and one-half(11/2) rate of pay. All work performed Sundays and holidays or on a day observed as such, shall be paid for at the double (2) time rate. 6: Means all work performed over eight (8) hours and under twelve (12) hours per regular work day Monday Friday and all work performed on twelve (12) hours shall be paid at time and one half Saturday for the first t\; I the regular rate. All work performed over twelve (12) hours per day Monday through Saturday and ill work -formed on Sundays and designated holidays shall be paid at double (2) the regular rate. 17: Means the first two (2) hours of overtime performed Monda y through Friday, and the first eight (8) hours formed on Saturday shall be paid at the time and one-half rate. All other overtime performed Monday through irday, and all hours performed on Sundays and designated holidays, or days observed as such, shall be paid at :e double time rate: 18: Means a work week shall consist of forty (40) hours in any combination, Monday through Saturday. Any curs worked over forty (40) hours in any one payroll period shall be paid at the rate of time'and one-half overtime work and work performed on Sundays and recognized holidays shall be paid at the rate of double (2) 19: Means time and one-half for the first two (2) hours of overtime, Monday through Friday and for the first (10) hours worked on Saturday. All other hours worked, including Sundays and holidays, shall be paid at the )uble time rate of pay. v. 20: Nfeans the regular work week shall be forty (40) hours beginning at 8:00 a.m. on Monday and ending at �O p.m. on Friday. Any work performed from 4:30 p.m. to 8:00 a.m. on a regular work day shall be paid for at and one-half(11/:) the regular rate. Work performed at any other time including holidays will be paid at double *regular rate, also any work performed from 6:00 p.m. Friday to 121:01 a.m. Monday shall be paid for at (2) the regular rate. P i4q 0 vrr�3xr ,A IP 0: A" pg T7•v.L:,w .+-'a✓x _7 ,t''_-'<. ,s i .sw.YV,,.9be+ tr++NieadMUtta=x'.vR4t4tC,M 4Al+nt i,`hCX4aa5et+Reci T7irtl4e 3$ii r= OVERMTE RATE SCHEDL-LE BLILDLtiG CONSTRUCTION � D. 21: %leans all work performed after the regular schedu,ed working hours until twelve (12) midnight :Monday z` hrough Friday and Saturday from 8:00 a.m. to 4:30 p.m. shall be paid for at time and one-half (11/:) the regular ,. . : w x. ainht time rate of pay, and all other work including Sundays and recognized holidays shall be aid at two 2) ti.;,es ` ':• P Y g g y P (� 5 ; µ. straight time rate of pay. 4rvM1 . 22: Means workmen shall be paid one and one:half (1:!) times the regular rate of wages for ail hours worked s. excess of eight (8) hours per day (if working 5-8's),'or ten (10) hours per day (if working 4-10's), or forty (40) ;ours per week Monday through Friday. For all time worked Saturday (unless Saturday is used as a make-up day), is and one-half(11/:) shall be paid. For all time worked on Sundays and holidays, double (2) time shall be paid. k`a. 4 �O. 23: Means eight (8) hours shall constitute a normal work day Monday through Friday. Work may be scheduled : a four day week (Monday through Thursday) at ten (10) hours a day schedule. Time and one-half (11i) shall be V, 1d,d for any work in excess of ten (10) hours per day v or forty (40) hours per work week :Monday through Friday. %11 work performed on Saturday will be time and one-half(11A). Double (2) time shall be paid for oertime worked ' Sundays and recognized holidays. h r r= gin. 24: Means seven and one-half (7 1/2) hours shall constitute a work day, beginning at 8:00 a.m, until Noon and i m 12:30 p.m. to 4:00 p.m.; five (5) days shall constitute a work week, commencing Monday and ending on Fridaya:. 4t,. rtclusive. On Monday through Friday, the first two (2) hours per day of overtime shall be paid at the rate of time ;,. ^e-half (114) the regular hour( rate. Double time the regular hour( rate of a shall be aid for all other Y Y PY P • " nne work. Overtime work includes any work performed before 8:00 a.m. or after 4:00 p.m. on any day in ...e ? . :ork week. Saturday overtime shall be paid at the rate of time and one-half (11/2) for the first seven andtone-half 7- l.2) hours; double time for any time worked over seven and one-half (7 1/2) hours. Double time Si regular irly rate of pay shall be paid for 211 work performed on Sunday or on any of the recognized holidays. 25: %leans time and one-half (1'/2) shall be paid for all work between 4:30 p.m. and 12:00 midnight, Monday ' )uoh Friday. From 12:00 midnight until 8:00 a.m. on any day shall be paid for at two (2) times the regular hourly Y. r. ate. Saturdays, Sundays axid legal holidays shall be paid for at two (2) times the regular hourly rate. Ft 26: Means seven and one-half (7 1/2) hours shall constitute a work day, reckoned between 8:00 a.m. and 4:30 Vm. Thirty-seven and one-half (37 1/2) hours shall constitute a work week from Monday through Friday, inclusive. ibie time shall be paid for all work performed outside of the regularly scheduled working hours and on Saturdays, r ..days and legal holidays. - fK . 27: Means a regular work day shall be eight (8) hours of a regular forty (40) hour work week of Monday 5:• t„augh Friday. All overtime work between eight (8) and ten (10) hours on a regular scheduled working day, Monday Trough Friday, will be paid at time and one-half (11/:). All other overtime and work on Saturdays, Sundays and )gnized holidays shall be paid for at double (2) the straight-time rate of pay. . 0. 28: Means eight (8) hours between 8:00 a.m. and 5:00 p.m, shall constitute a work day. Five (5) days, Monday -ugh Friday inclusive, shall constitute a work week. All work outside of the regular working hours, Monday I, h Friday and Saturdays, shall be paid at one and one-half (I!!) times the regular rate of pay. All work ed from 12:00 a.m. Sunday through 8:00 a.m. Monday and recognized holidays •shall be paid at double (.1 �a. it ,4 e t . jt:„• > < 1, t rt. x t"a 'r 9 h1�•i'-.� i Milt a rr r + s ��r.ayy�L- 3d•>� . �,.< �'� r2x!1 xif:}k.�` L z' jr:Sr }` . 7.r t r r .t �r =1 1.! „a rrL1�Vt'C 43fi,}�ry+ ,,,lr ,• � •J "`75!�i�. r1rA};�t �t t'$�.t§ �zr 1 y r . 5 .,i. 1r {,+',x f+t r:s f t, 1 y.t�;y,t �t` $,,j`�,� ,jv, y f.. 1? t M�',Fr ,. ySL td Y YSi f•+� :t 1 f '!YF e rrr t l r 1{A x n 1 r s r ! j L t 1!"`Jt fFpd Y, A' t l d` ,�y `�5 Y t.�r'`l.� / �' } � t. {t S r•,t, . d4r t r,{,t,..i� � i .it t �Y�`11�'`�t'> 'v'�r��'t3 .,4 A• a a tv�r xcr7h;�� f:��r� tL9r�}CP 1 C}'�„�u L ry fs`i a+•t t�,.y.a. N � ti� .9 ,' t ,,,r L 4 �?, s '��` •€�'t { t� r t'`Yi tt}L `a '' " .� _ ' }: •pS �,h�tq,,te'+��f,1�},.4.{�"j �•b.f$Q�rp�.,�Y t fK,�.,�:�y{x,p>Sa�{d .t yy fi,' �, '^^ 'rj •bd^s '�jt��fN"�1�aati.JF1 1�7�C'1=">5rt rtT f!m to {� s��y,,'r�'C.�¢'S�"�� •t r t� ,rj,e �n ��,� �Z �rsS• {�Yl�e�i f '"§a�((--,�.r }�4td �3� Y�1'�ar�yv�`�w. �nr f1° ; "Y' , •, wy, ;�5...1te �.•sa5't; zu$ { /: ;,j, ..nJtr, x artrf. ,?y+y L" i�}r n :`x� a.r^:f1S}�d t tr`}tir:xx rT +f� tiS4 k ,� i ��4�xt.t".��"yy..j+:y�a.�.r��F...r�}:::•}:'i"..,.��x;sk�f'�'v:•,�.5,., y�.,..y�s; .Pa�,a7x.,,•�"t,�Afl �11 S<�`'f Gr�t�tf P' ..yr"��2.,,}:'' �� p4 �)x+' .✓� �57 ��r: 1;•�.^1+ I3#E�: {<4n�Y' K r. ,� wr °*',�•�' `,,�tYL,�,Y}. �10 !i r�r41'fr t h. {r iy'd� 3 �� lik:ir {�i�, x 9 �'(.1.� rY 1��7 t`�1� a'�`� 5j' lz•r. 'r',,, r 'S Fr 1.i:•., yTyy�p , Z } j y,'�.t�'�d .rc c{,,,;r�a� .;�.. r� � 5 r .�'' „,��n,. t.: * Y l•=x�S t�1 .x.�r t'"�.1_:7yi�' r.7f}a`{k,+,'S.x t^w tr_ f t '.'�f1'.}S"--'•YT^ a�R d 1S s,{_T• .:y .-(^� k..^-��.�.M^,.yr I �— Y� '. '• J .�V �R��f n '1.t ado{1+�.,.� k .�za'�' y, war',-°�,',�{yw13r��,'i��rCili;,.,k 57t ✓t 4.-3 i++. f � y ¢, i .; .� i f .�. k t,+l ''ts t?.{ti r$ tf'�Y,f+ ,£o-}`"9' k 1etS'>4�Lnrc'iy +fit ,i•lA4 r'i '�':.fi e.J• ;5 .11 2 .� } d/k 1 S V t��; .t f 1 kd! , � tt 1. + ,,f.t" � S ly}�. Yl'tik"3 L t i�;:':�i; III �`" 1 x"• ':YS�f x « a ,.'� ?' i '.1,1 tr . ?' r' s s F kY - �1..;. i OVERTI1fE RJaTE SCHEDCtE - BC'TLDL\GCO`STRL'CTIO,N !,?Jy.•YL��r � N O. 29: Means eight (8) hours shall constitute a day's work and shall be from 8:00 a.m. to 4:30 p.m., Monday rough Friday. This starting and ending period may be advanced up to one hour by agreement between the employerC^ 3 aid a majority of the men. Any hours worked in excess of eight (8) hours shall be paid for at one and one-half(1!=) ' i.mes the regular rate of pay. All hours worked between 4:30 p.m. Friday and 4:30rp.m. Saturday shall be paid at e rate of time and one-half (1'/2). All hours worked from 3:30 p.m. Saturday until 8:00 a.m. Monday and all :olidays shall be paid at double the regular rate of pay. D. 30: Means nQ overtime shall be paid until forty (IT0) hours have been worked Monday through Saturday or until :tter ten (10) hours have been worked in any one day Monday through Saturday. Work performed outside of these ,ours, :Monday through Saturday inclusive, shall be paid at the rate of time and one-half(11,12). All work performed Sundays or holidays shall be paid at the double time rate. %*0. 31: Means a regular work week shall consist of not more than forty (40) hours work and all work performed •er the above ten (10) hours per day nd fort per P p` �;. y y (-�0) hours r week shall be aid at the rate of time and one-half � 3 ��• 1'.-:). Work performed on recognized holidays or days observed as such, shall receive time and one-half(IV:). D. 32: Means the regular work day shall consist of seven and one-half(7 1/2) hours on the job between 8:00 a.m. ? :nd 4:00 p.m. and the regular work week shall consist of five (5) consecutive seven and one-half(7 1/2) hour days de job, beginning with Monday and ending with Friday of each week. All work performed outside of regular rig hours and performed during the regular work meek, shall be aid at double P (2) time the regular rate, except hat the first two (2) hours following the regular work day shall be paid at one and one-half (1'A) times thYreeular :e. Saturdays, Sundays and recognized holidays shall be paid at the double (2) time rate of pay. �O. 33: Means the standard work day shall be eight (8) consecutive hours. A work week of four (4) days at ten (10) urs a day may be worked. Overtime worked in the ninth (9th) and tenth (10th) hours on week days, when working _. 8-hour work day, shall be at the rate of time and one-half (t'/_). All other overtime shall be double (?) time, ..cluding Saturdays, Sundays and holidays. ,J. 34:Means time and one-half (1'/_) shall be paid for all work in excess of eight (8) hours per work day or in xcess of forty (40) hours per regular work week, Monday through Friday. In the event a'%%-ork- day is missed :ause of inclement weather, Saturday may be used as a make-up day at straight time, otherwise all work performed Ill Saturday is paid at time and one-half(11/2). All work performed on Sunday and recognized holidays shall be paid t time and one-half(1'/2). �0. 35: Means eight (8) hours of work in any day shall constitute a regular work day, Monday through Friday. 'orty (40) hours of work, Monday through Friday shall constitute a work week. All hours worked in excess of the ,,ular work as defined, shall be considered as overtime and be paid at the rate of one and one-half(I!6) times the egular pay except for specific recognized holidays which will be paid at double (2) time the regular pay. ). 36: Means eight (8) hours shall constitute a work day Monday through Saturday. All'hours in excess of the e forty (40) hour work week shall be considered overtime and shall be paid for at the rate of one and one-half ' Imes the regular rate. Employees will be paid at the rate of one and one-half(VA) tithes their regular rate for irk performed Saturdays (except where work is to make-up for weather related problems in hich on %% case Saturdays ;ill be at s:raight-time rate. Sundays and holidays worked are to be paid at double the regular hourly rate. .,.;�a r{', , 3�rk }:��zs} .� '��x'�i^ ��». 1 !s' 3 ,r-+-+ '_��.'° .'.."•..'7'"";:'�T �s��*r,*^T.k's,3v x�''>,'^S�./'-,: s., R j• �� ''+31+�1't t Q }y t + r3f t *4 r'�'�1 d 1k{? fr lrrti+� s2� t� t �'3. p�� 1 ��6R �ti +t� t�i✓��rf7�� u'i,t 1 Yg�fsli�y+lr�,`/„��}iddt i �i�k�� X-+33;. S . ;, Mkt ��' •N 1a `�� bl�tr� r�� tr aE �Y �' h` '3�'� > .V`�u�}t� 1��C��4��r� rn�l4 ;s!r:��iyu ��J� f�{ttickri;.>fry Jt��. '•e{,rZr k+��,,G +'r 7 � t + r"�e. as ?�!'��{ rY s=t,�wqt}: r FG t t`i"�r.r't fir` r ,�.+x++• t 1 � +�1 t } .� ��p��.+'�r�.n�t S' c��fdY¢ !� ,n ;1�wYkt 7't tY .>;•Ff U,{kit KT� r�4S�:��.+�� "ri i�i,•� ei � •� $��, `'��I��,}y?+�fy`�t�f�;y�{�4 ��,x,�t• r" tr,�4$' a l r K��y}fy�'*'t�`��}t.�� `((F,�;d{k �”(�r �:�' �k t. �Y ! U3j.S�.sl` �IA�^1 •t'1 t.,. 1 7�: 1f1 �r��'' *'Nt�74"{S�j b(t�Y�'^��3��. ,:... �i� r N+ �� 5}i�f•`rtti�y� it{..t y>tlr.� 4';4r2.ib�. � "fi ft+¢T�xt::¢. f�.t•.k7�' ':.s,} ' ._:r1A' £`Yeti°�s r�r St fy��' 1.:, .. .4. ,r. �.:� '.iP r��,_ ... �c u! _ - . `teo .li .y• ' k i+.;,.Y', r C' .,t• t9�,r ,.�} ��r,f vt y�`a�',�'.Ma,i+6 r 43k !`lr,, �• Raft t 1},'lk,, c.{�,r v r y { .., t ! s} i £, l P + i I ,'• t ,i+•+Yer '`'{'z. yxr:�.?3 p .�ic>34yj��ira >t 4tys�`}J. �t 1( :' k f r i r . ..r �1J` 'S,�`tr,) 42 f�, j7 I '�3, 't( ,�,-t,P`"` '•S."�tx. �,,:. ..,.�E an! 7 t 6> i °ja$ t } ryy t r t ;,291;14=ct"rc '�;�.�'l'Yi4� `3; �t�,b5�4�s7itk�h'Ltd&i3?'�i$b+�fa�i&rdi'bdti'iil�if� •i+II` ... �, .. YYMruP.t��,�:d"�rfTrr"�i��''r t i t OVERTLME RATE SCHEDULE BUILDTNQ CONSTRU TI �' ). 37: Means an employer may choose to work a flexible work schedule for his crew (including, but not limited four 10-hour days with a Friday make-up day or 8, 9 or 10 hour days) :Monday through Friday at straight time. ny time worked over 10 hours in one day or forty (40) hours in a week shall be paid at time and one-half(11A) rate - pay. All Saturday work shall be paid at time and one-half (11/2). All work performed on Sunday and holidays 'f iall be paid at double (2) time. 1. 38: Means all work performed in excess of fort y 40( ) hours per week or any work performed in excess of ten ;.. ., .0) hours on any work day shall be compensated at one and one-half (1'/2) times the basic hourly rate. Any work formed on Sundays and recognized holidays shall be compensated at two (2) times the basic hourly wage. 0. 39: `leans a regular work day shall be eight (8) hours. All labor in excess of the regular work day, Saturdays, days and observed holidays shall be known as overtime and shall be paid at one and one-half (11/2) times the kv . :lar hourly rate. ,. �: . . 40: Means the regular work week shall consist of five (5) consecutive eight (8) hour days, Monday through lay. All hours worked on Saturday and all hours worked in excess of eight (8) hours, but not more than twelve r _) hours, during the regular working week shall be paid for at time and one-half(11/2) times the regular hourly rate. =a� hours worked on Sundays and holidays and all hours worked in excess of twelve (12) hours during he reoular )d r, day shall be paid at two (2) times the regular hourly rate. g .~'� deans ei : �h tr s,: ,. ;r t t (8) hours shall constitute the normal work day and forty.(40) hours shall constitute the.peek from Monday through Friday inclusive.Y ve Work may be scheduled, however, on a four days a week, ten ;t tits a day basis. If a "four tens" schedule is employed, then Friday may be used as a make-up day, All ' orked ormed on Saturday shall be paid at 52.00 per hour above the basic hourly rate, however, all work performed in a;`;:'.'s .ass of ten (10) hours per day o , �, y r forty (40) hours per week shall be paid at one'and one-half (1'::) times the basic urly rate. �. 4?: :�feans work t•_t,, performed from established quitting time to midnight, time and one-half(1144) is paid. Work rforired from midnight to established startin time double 1" and one-half 1'/; g .-) time is paid. Work Frformed during Saturdays, ( ) is paid. Work performed during Sundays, double (2) time is paid. Work performed on Hdays, two and one-half (2 1/2) times the regular rate of pay is paid. 43: Means eight (8) hours shall constitute a day's work from 8:00 a.m. to 4:30 p.m,, with one-half (1/2) hour •m 1.:00 noon to 12:30 p.m. being allowed for lunch period. Forty (40) hours from Monday to Friday inclusive j constitute a work week. All time worked outside of the regular hours as stated above shall be considered as :ime. Overtime worked Monday through Friday shall be paid at the rate of time and one-half 1k. of the :wailing wages. Overtime worked during Saturday, Sunday and holidays shall be paid for at the rate of double (2) the prevailing wages. � ° )• 44: Means all work performed in excess of eight (8) hours in any one work day, over forty (40) in any work ry and the first eight (8) hours of work on Saturday, shall be paid at the rate of one and one-half(I'. ) times the 7 ar rate of pay. All hours worked in excess of eight (8) hours on Saturdays, all hours %orked on Sunday and r ays shall be paid at double (2) the regular rate of pay, ,a ISO. - r¢ s ,��tr'k t•� tn2rt a� � > �.Y },�ri ��rt{t rr^"'^��"T'4'^^7+••a e�.�t •• . � .+f iZr � t+`t1 6 1 tk{ Y t k'� ti 'b ,J•y r : r .{� to }{ c `)<f x{r+..Hf s � .t' Ph�:"��"f •cry, �t4.�,�� a,� htil'"'n� ; v�i��4 ��s ��f, s<�lY f�'t t #+: � r IS '?L'1 7F { 1 L �ha 3� l{r ��r.+f5}�'.w5'tls� ��✓,t�^�•v �J.it r�u'�� f ; � �"l; Rr }??� 1 �'rs k k$'.'tN'•,S:ri `S r , 7�. x o c a � 'f ••. , r :. 'ti,+i'•,`r'tr .tl�`yxR:�q�jr{r;�-��.'��+,�•�y� ��-`xti`.�+#��..tj��,.!,',1°,:k�Yri�:{,�•^'��fi4'gJ,'r'='�}.n:r: T .a � i 1 t i ' p` a i ysa r is 4 �t '�ha�R''��,�.��k r�Jxr 7 ?�+z,}�y b } f 4�•'�,�yJ�"w" I£.,• .�. �, ��`y�7��.,�i/t?`".r� �y}{r'*�+jr y .1�t�vt.(.d�i �7,r�,1t12 r��4ir+,}-��.• t�al�S��,�1�• F•r , r. g},�,,,�a 9 r 1 i, ��.' x .r rk kr s i�! r Y,.� a , r 4 •t by �' � C,1.' .� - i{t" i'� A T.•�„�w i^•, ,S!. !'+r`•...yy�� r �;� r;,+��;.ias'.r;yn a'yv�•,.i t. ;ar,•>r�';±r,;�.L}U',�t}'9Y?�i,�' i ��. N a � , E. `1\,N.-si :! r.,r u,F x�'. rFy>�..,,t •• .•`,. ; '"t k, • '}�” .}1fU`1��r3Y '•.1 �SGx i'+! �Y'�E.;(+Yi F��.t��l� .�tfiy��' A�� .atJ f�'� t P �n r`l r^r5•�n�x�,t¢ Y `f}�'��x}t 'piss f K+tna A e'��r�`il�r sa 4>yg sa'�s.twr�',x •w "'t fi u�,.3:';5 Yw>'#'fa;z��i � t' t M .��...�. `I, � •;,.,'5 ,.�. :�'1�',s� Sr,'. r .4'*,5.' �` '�gr..4rk, >?i ' �rs 7 5 ',t• �; i e t'T1. a3yi ' �.Yr�Y .q �t V QVERTZIE RAIE SCHEDULE - .BL' 1.. - CO`SSTRUITOV N ;0. 45: Means a regular work day shall be eight (8) hours between the hours of 8:00 a.m. and 5:00 p.m. A regular )rk week shall consist of any five (5) consecutive regular work days, Monday through Friday. Any hours worked i excess of eight (8) hours per day, Monday through Friday, or hours worked outside of the scheduled work week, R '+all be paid at the rate of one and one-half(1.1/:) times the regular rate of pay, except hours worked on any Sunday s; recognized holiday which shall be paid at double 12)•time the regular straight-time rate of pay. 7� e 7 -7. 46: Means the regular work week shall be Monday through Friday, from 8:00 a.m. to 4:30 p.m. All work ' rformed-between 4:30 p.m. and 12:00 midnight on regular work days and work on Saturdays and holidays shall .. F a paid at time and one-half (1'h). Work performed between 12:00 midnight and 8:00 a.m. on regular work days -d all work on Sundays shall be paA for at the double (2) time rate of pay. ' .O. 47: Means a regular work week shall be Monday through Friday, from 8:00 a.m. to 4:30 p.m., with one-half j, 2) hour for lunch period. All work performed between 4:30 p.m. and 12:00 midnight on regular work days and >rk on Saturdays shall be paid for at one and one (1�/:) times the regular straight time rate of pay. Work N erformed between 12:00 midnight and 8:00 a.m. and all work on Sunday and holidays shall be paid for at double "j the regular straight time rate of pay. S�t `x :O. 48: Means the rate of time & one-half(PA) shall be paid for all work in excess of forty (40) hours in any one Meek. On the Monday through Friday schedule, all work performed on Saturday will be time & one-half(11A) ime has been lost during the week, in which cast Saturday will be a make-up day to the extent of the lost ;4 me. On the Tuesday through Saturday schedule, all work performed on Monday will be time & one-ti`alf (1! ) less time has been lost during the week, in which case Monday will be a make-up day to the extent of the'lost time. ..,y work performed on Sunday will be double time. §N 4 i ii { o. h i fte ( C q7i � b . a t , � t n '.T"'01!t �"".;;t�14 r. ,Wtr;.z .. 4 ��r �M.ti,A > k n 1.�•�. , �eY. ,(, s fGtsi i' t �t i 1 ay r 4 t • �i 4r :f�. (y J },� >Y"n � Cd l �Yry 4�• �'l 1��tt Y * J i 4 � � 1�j��Yn.�k�`4 fi`'� ityt�ta{�'>Y�i' �j. x } 4. HOLIDAY RATE SCZTEDS'I_E- BtTLDNG CQ15'iRVCDON ' 1. All work done on New Year's Day, Dcrnation Day, Fourth of July, Labor-Day, TtaardcsgiNing Day and Cluistrmas ' pay shall be paid at dx rave of double tune. wham one of the above holidays falls on Sunday, die following Monday shall be Observed. 4; {; ,NO.Z: All work perfomyed on New Year's Day, Memorial Day, Fourth of July, Labor Day, ThankcgiNing Day, Christrnas N, Day, or the days observed as such, shall be paid at tfie double time ram of Fay. NO. 3: All work done on New Year's Day, Decoration Day, July 4di, Labor Day, Veteran's Day, Thank-sgiving Day and C xisrrraas Day shall be paid at the double time rate of pay. Vlcnever any such holidays fall on a Sunday, dre following x ;`Iw&y shall be observed as a holiday. NO.4: All work done on New Year's Day, Manorial Day, Indeperx1c: e Day, Labor Day,'Thanhing and Cluiszrrzs Day shall be paid at the double time rate of pay. If any of the above holidays fall on Sunday, Ivioraday will be observed as the recognized holiday. If any of the above holidays fall on San a*y, Friday will be observed as dr rtxognized holiday. � t NO. 5: All work done on New Year's Day, Decoration Day, July 4th, Labor Day, Veteran's Day, 'Danks Mna Day and Christmas Day shall be paid at the double time rate of pay. R. 4 'h NO. 6: All work done on New Year's Day, Memorial Day, Fourth of July, Labor Day, Veteran's Day, Thzikc•sgbing Day, . Christmas Day, and any additional holidays which may be mutually agreed upon shall be paid at the double time rate of pay. ti►7rawer any such holiday falls on a Sunday, the following Monday shall be recognized and observed as the holiday. ' 7: All work dome on New Year's Day, Nfwxxial Day, DxScpe�e Day, Labor Day, Veteran's Day, TIvxksgi%ing Day, and Cluistmas Day shall be paid at dre double time rate of pay. If a holiday falls on a Sunday, it shall be obse ed on the Monday. If a holiday falls on a Sa=-day, it shall be observed on d)e preceding, Friday. NO. 8: All work done on New Year's Day, Memorial Day, Lndepaade:�oe Day, Labor Day, Veteran's Day,Z wkgiving Day, and Christmas, or days observed as such, shall be paid at the double tirne rate of pay. N0. 9: All work done on New Year's Day, MerraorW Day, Fourth of July, labor Day, Thanksgiving Day and Christrnas Day shall be paid for at the double time rate of pay. Any one of the above lied holidays falling on Sunday shall be observed ` on the following Monday and paid at the double time rate of pay as all observed holidays. ' NO. 10: All work dxe on New Year's Day, Mar>orial Day, Indepaxdaaae Day, Veteran's Day, T}amkigiving Day, the day ` after Zhanksgibing, and Christmas Day shall be paid at the double time rate of pay. Any holiday which o=m on a Sunday shall be observed the following Monday. NO. 11: All work done on.New Year's Day, Memorial Day, Christmas Day, Fourth of July, and ZhanksgiNing Day shall be Paid for at the rate of double time. Positively no work shall be performed on Labor Day. Martin Luther King's Birthday, Veteran's Day and the day afer'Ihanksghing Day shall be considered optional holidays, and if the employer and employees agree that work will be perrformed on tha day, no pre nium will be req red. NO. Ur All,work done on New Year's Day, Decoration Day, Incidence Day, Veteran's Day, lhar kwhing. Day and ' Day shall be paid at the double time rate of pay. Under no shall employees be permitted to worst on r Day. 9 PaQe 1 of 4 Paorc M. 1'i �},1�'. httiJ��ti'.t';�'�gs��i�:Y`Tr1r,1•fi s y�n ° y VOii r r x s u ItmN�� .. �7J�az'lt{��{{tt�'(�„�Ch �,�n ��i*{`°k 4�' ,Jt 1r, a t i� } .• t e �;e1s'rts � rhh. 't'S'i St€ 4�.3 rs h s iht.• ;bS aL r r a! tia r S € eras ,. ��- .r,lr�"5.•�" 'a,<� ' 'i};v .tSay �.. t7'., 1`�}`.tp r �Cf tiUS�.b¢,y� ,�� f}�xi �k+i. a F ti•.,;,,.,?t'F,s,"',.`�s�i;'.t ui�hra.0 rA '7aYG;E' NO 13:All work done on New Year's Day, Memorial Day, IndeperAmm Day, Labor Day,-r��,��.�., Da and � �, y C1ULgnlas Day shall be paid at the rate of time and one-half(1 1/2). rJ '� 14: All work done on Memorial Day Fainh of July, Thank-4ving Day, Chrisrrnas Day and New Year's Day shall be paid at the rate of time and one-half(1 1/2). No work shall be done cn Labor Day. Vk%m a reoodized holiday falls on 'Sunday, the following Monday is observed as the holiday. •+'NO. IS: All work done on New Year's Day, Dmaabon Day, Independenoe Da •�,,,,�,�.,,,ivin Da and Christmas Y, •"°•"'�� g, Y Day shall r 4> be paid for at the rare of double tin-&. No work shall be performed on Labor Day. ti0. 16: Tyre shall be sever (7) recoUdzed holidays:•New Year's Day, Nferr=ial Day, Ili Day, Labor Day, Arnsce Day, Thnk9ving L ay and Ch=nas Da y. . No work on any preter>9e shall be performed on C1uiwinas Day, Labor Day, or U�Day. Any work performed on the odner holidays shall be paid for at two (2) times dw r,�f<` �Y• regular rate Of Fig NO. 17: All work done on New Year's Day, Decoration Day, Fourth of July, Labor Day, Armistice Day, Thanksgiving Day and Christmas Day 9a be paid at the double time rate of pay. No work shall be permitted on Labor bay until after 5:0.0 p.m., and the rate of pay shall be double tLT&. r. NO. 18: All work done on New Year's Day, Memorial Day, July 4th, Labor Day, Vetaan's Da v' • y, Thar>ugi ing Day, die {` Frida follow' d y vig Zng and Christmas Day shall be paid at the double time rate of pay. Where one of the above holidays . falls on Sunday, the following Monday shall be corisidmrd the holiday, and wfien one of the above holidays Us on Saturday, 'r Y the prec�iing Friday shall be oo�dered dne holiday, and all work ,. y, perfomned on said days)shall be paid at the double time rate. , 19: All work done on New Year's Day, Memorial Day, July 4th, Labor Day, , rya . . TTnarnky�ing Day, and Ctrrisurnas Day ., be paid at the double time rate of pay. The employee may take off Friday following Thanksgiving Day prtinideri he or she has notified their supervisor on the Wednesday preoeding Thanksgi-,ing Day. <s" f , NO.20:All work done on New Fear's Day, Memorial Da Weperx�° Ce Day, Labor Day,Thanksgiving Day and Christ,nas Day shall be paid at the double time rate of . W Y, pay hen a paid holiday falls on Saturday, it shall be observed on Saturday. V rl= a paid holiday falls on Sunday, it shall be observed on Monday. Nu. 21: All w k done on New Year's Day, Memorial Day,Y+ Irk Day, Labor may, Thanlagrving Day, Christmas Day, or days locally observed as such, shall be paid at the double time rate of If Saluda falls on a desa all hours worked shall be paid at the double time rate of pay. Pay. Y �ateci holiday. NO. Z2: All work done on New Year's Day, Memorial Day, Mdepm&nce Day, Labor Day, Thanksgiving Day, Chri_w m Day, or days locally observed as such, sha11 be paid at the double time rate of pay. If a holiday falls on Saturday, Friday shall : be ob=ved; if it falls on Sunday, Monday shall be observed. NO. 23: All work done on New Year's Day, Memorial Day, Independer=Day, Labor Day, Veteran's Day, Thanksgiving Day, Cluistrm Day and Sumdar shall be reo0rrized holidays and shall be paid at the double time rate of pay. Where a holiday falls on Sunday, the following Monday shall be doddered a holiday. Y r` \'0. 24: All work done on Christmas Day; Thanksgiving Day, New Year's Day, Nierrrorial Day, Indei.ernder>oe Day, Labor Day, Veteran's Day, Presidential Election Day or days locally observed as such, and Sunda shall be paid at the double time rate of pay. y '� as holidays :.NO. LS: All work done on New Year's Day, Memorial Day, Dxkpaxier= Day, Labor Day, Veteran's Day, Thanksgiving Day, the day after'ihan3.uj%ing, Duns Day, Presidential Election Day or days lolly ob"ved as such. and Saturday and .' Sunday shall be re�nized as holidays, and shall be paid at the double time rate of pray. �•, t!'`'ry;gt w^ ; i .. ,r;iP��3f»�t'w't"�'q'�'t"r�°"1"'�T t.'urt �uJ41r.-� >• A� i t, r, f ,w• ,a t rhwti� 4ttr F •�r�`�� f3Til,�Fy ;'i 4 '� P:'W� �{�^ r :M�h 1�+(-. __ .a _. .. .y�__ _.. t $%''_ ... _ 4. .. > 4?:+• 1 _ 4 Ht( .... r .a'w,�JU,.; k yr d'.s.�4i,:- ' I Tj u7 tiµ gm� 26: U work dale on New Year's Day, MaraW Day, FCA-11t of Jul y, Labor Day, Veteran's Day, Thanksghiing Day IN, shall be pa)d a, d)c double 6= r Holiday ocom on Sa=&y it shall not be observed fi and U-hrissmm Day am of pay. VrI)m a H work days- If such a holiday occurs on ft p1mious Friday or the following Monday. Such days 9-all be mV-du v- on either Y it M be observed on the Mowing Monday. ys or days observed as gich shall be paid at the cbjble firne rate of pay: New 10. 2 N 7: All %vrk doge on dr- following holidays and Cluimras Day. Day, Day, Labor Day, Veteran's Day, Thanksgi,�ing Day y Year's Day, Merraial Derogation Day, BATmdcr= Day, nankWviing Day and INO, Year's Day, Armistice Day, 28: All work done on New Day shall be paid at the double time rate of Pay. NO work shall be performed performed on Labor Day except M= triple(3) vl time is paid. When a holiday falls on Sunday, the foLVWn Monday shall be observed as die holiday. 's Day, Memorial*, kxkpm-&-,cf_.Day, -Ibmiksgiving Day, Cbismas Day or day No. 259: All work done on New Year NO VXA gull be perforrned on Labor Day ale of pay. observed as such for d=holidays shall be paid at the double drne,r; is paid. When a holiday Bins on Sunday, ft following Monday shall be observed as ft holiday. except when triple (3) tinr 01 Day, DAqxndcr=Day,Thuksgiviing Day, Friday after Tha�%ing NO.30.All work dorr-on New Year's Day, Mmori, MU be pmforrned on Labor Da except in Day and cVL�znas Day shall be paid at the double 6= rate of pay. No work Y Rxcial cases of ernergency and only when triple(3) time is paid. WI)m a holiday falls on Salrday, the preceding day of Friday will be observed as a holiday. When a holiday Ms on Sunday, the following Monday &W be observed as the holiday. NO. 31: Al work done on New Year's Day, Washington's BH)day, Memorial Day, Fourth of July, Labor Da y, Columbus Day, Vemm's Day, TMnksgiVn Day, Friday after T%vLksgiNing Day, Chr:== Day, and Em.ploym's Birthday shall be recognized paid at the double drne rate of pay. If a holiday Ms on Sunday, the Mowing Monday will be observed as the recog holiday. If a holiday falls on &vurday, the preceding Friday will be observed as ft recognized holiday. 0. 32: All work done on New Year's Day, Manorial Day, Fourth of July, Labor Day,Trm*sgMng Day, dv Friday after double time rate of pay when one-of ft above holidays Us on Su'May, ft TroiksgiNin.., and Chrism-as shall be paid at dr ails on S=rday,-the preceding Friday be following Monday shall be observed and %%ben one of ft above holidays f observed. Memorial Day, Fourth of July, Thanksgiving Day and Cluiszrnas Day shall be 0. 33: All work done on New Year's Day, N paid at the double time rate of pay. Labor Day &W be paid at the triple (3) time rate of pay. If the holiday falls on Sunday, a1h on Satu-day, the preceding Friday will be observed. dr- following Monday will be obsened; if the holiday f NO. 34: All work done on New Year's Day, Memorial Day, Ir&pmx;m= Day, Labor Day, Tmiksgiving Day, and CVLzim Day shall be paid at the double time rate. Any holiday fffn on Sunday, will be observed on the Mowing Monday and be paid accordingly. When one of the above holidays falls on Tuesday, the preceding Monday will be observed as'a non- -sday, such as Thanksgiving, ft Mowing Friday will be observed as a non- woridng holiday. Vyl= a holiday falls on Thur working holiday. NO.35:All%kvrk done on Nnv Year's Day,Memorial Day,DATenckr=Day,Labor Day,n1anksgiNing Day and Chrismias Day shall be paid at the drne and m—_Mf(11/2) times rate of pay. if a hobday falls on a Sunday, it 91aU be observed on the following Monday. NO. 36: All work done on Labor Day shall be paid at the double time rate of pay. 's Day, Tmi*%ing 37: All work done on New Year's Day, Nlerixrial Day, Jrx�ence Day, Labor Day, Veteran's -nwnment M be paid ft double may be declared legal holidays by tl)�Federal C& Y,CWLTnas Day, and such&gr days as ri :-.'d= rate of pay. It Y A;J 7"AM, MEMO 4-MIONP MIS W'V ''}¢t _Q F y • i5;{t 4�x V� c .ht�.ik: E rY 1 K� t r i��'1 i � Sy r w• «r� 4Fh... ,i. 4. �A ."'\i y. � � 1 lA,n � 6 "� N, ., �'' • � f ,to �'?.. `�17,?'� .� F"a U',{:' 3�,t i✓k. r Ts y'r F .;.i,.'i� '^,t .i,;,�° '��w� +r��ff k�5��.�.�� `; '�� • j s ' NO. 38: No wvrk shall be paforrrhed on New Year's Day, Nfemoial Day, Fourth of July, Labor Day, ArmMm pay, y ' 'Thanksgiving Day and Otuistrnas Da y. ;,: e 39: No work shall be done on the following holidays: New Year's Day, Memorial Day, Day, Labor Day, Thanksgiving Day, and Christ;rras. Any of these holidays falling on Sunday, the following Monday shall be a holiday, and any of dw= holidays falling on Saturday, the preceding Friday shall be a holiday. NO. All work done on a halide shall be d at the double tune rate of z; � Y P� Pay. •R NO.41: All work clone on New Year's Da Memorial Day, � Da and Veteran's Da shall be d at the double Y. Y �� '� Y Y 1� date rate of pay. No work shall be done on O uistrnas.Day, Fourth of July or Labor Day. When any of the above holidays fall on Sunday, the following Monday shall be observed as such holiday. If a holiday faUs on&fur ray,it shall not be oac>9dered h; to be ob9mvecl oh the p rAous Friday or following Monday. Such da)5 shall be regular workdays. w s NO.42: All work doge on l kw Year's Day, Memorial Day,Tbank sg.iving Day, and Veteran's Day shall be paid at the double time rate of pay. No work shaU be done on Christmas Day, Founfh of July or Lobar Day. r. 1\0. 43: All work done on New Year's Day, Memorial Day, Dxkperhdethce Day, Labor Day, Veteran's Day (Nov. 1 lth)or Via. mutually aged upon day,Thanksgiving Day, and Ouist ras Day shall be paid at the double trine rate of pay. If a holiday fa11s ` on Sunday, it shall be observed on the following Monday. If a holiday falls cn Saturday, it shall be observed on the preceding Friday. t� q A. NO. 44: All worn done on New Year's Day, Washing's Birthday, Decoration Day, Fourth of July, Thanksgiving Day, Friday after Than ksgiying Day, and Ctuistrnas Day shall be paid at the double time rate of pay. Positively no work shall tae ;, owed on Labor Day. NO. 45: All work done on New Year's Day, Decoration Day, Lndependimcae Day, Labor Day, Veteran's Day, 'I�nanl�Sgi�ing ., Day, and Christmas'Day or days to be celebrated as such shall be paid at the double time rate of pay. if a holi day.:IWIs on Sunday, it can be observed on the foUmiq Monday. If a holiday falls on Samutay, the employer shall designate%kfz hw such # holiday shall be observed on Friday or Monday. NO. 46: All work done on New Year's Day, MerrxxW Day, Fourth of July, Thanksgiving Day, and Christmas Day shall be paid at the two and(x>r half(l 1/2) times race of pay. NO WORK SHALL BE DONE ON LIBOR DAY. NO 47:The fell holidays are Employee's Birfi Labor owing ys recognized: New Year's Day,Memorial Day, Fourth of July, �P Y Y+ Day, Veteran's Day,Thanksgiving Day, Clai==ms Eve, Christmas Day, New Year's Eve. The above ri=doned holidays can be changed by mutual agn:en=L When a holiday listed above falls on Saturday, it shall be celebrated on the Friday preceding the holiday. Wharf a holiday falls on Sunday, the following Monday shall be observed. Holidays refwed to above shall be paid for at straight time when not worked and at double time plus holiday pay wf= worked. NO.48:AU work done on New Year's Day,Good Friday,Menorial Day, Day,Labor Day,Thanksgiving Day, day a Thankc�giving, Christmas Eve and Ctui�mas Day shall be paid at the double time rage of pay. Should any of the above holidays fall on Sunday, the following Monday shall be observed as the holiday. Should any of the above holidays fall on ` Sahuriay, the preceding Friday shall be observed as the holiday. NO. 49: The following days shall.be observed as holidays: New Year's Day, Decoration Day, July 4th, Labor Day, Day,Chri=m Day, Frnplo)ve's birthday and two(2) pem-nal days. The obsenance of one(1)of the personal '{ to be limited to the tune between De=nber 1 and March 1, of the following year. If employees work on any of tihcse eight(8) holidays they shall be paid time & one•half(1'h) rate of pay for all hours wormed. ' Y �`�' 'rF tR\7etif f,� .: ,:r•` `'?^.tp..nt,d J?�,+fit a».1'1 �lt h { ..1'fi,,"�",tG°'` „r�!"n.:�"'ir` .r�'iF�, �T f��ji,}'i\`L'` i t.t. � t"r;A%�r. � •� .d'1}_ ..1\ r; �.r '�•1 r _.i.. j_" \: 'Mrs ; t•r.-+J,'rftri.`i ti.. a ! 'C .'jrlrr 45. } tir 4` •\ .... t i A .' i L . . n r `r }:J 4.sn r>,v,�4 1 , r { 1, y� °a h „1 �st,�� ''is�.rw':'tt Y' *•�';Y$'f r° ': l�L'-'};k�.{..,s`f r},•�c? r,,•!'•" }'s'� s} °3•,`. Ar 3.'t�,:.:.s �` �� t r r !, it •�,, .r 7w ^•J r r f !.o a r 1,°7` `+ tsz 41bt 3�"ia t r;c y1 i., t��': a, tr,'v>3j+. � 1 ,�• 1 ;� .R ,}, {1,'« r�� d��•�'rvf�•{v`r ri;,y.,,..!' '{yU��4 t, y$. .; r'w y� 1 � .ry,}t�t� 5t1;�� sf r'$j 'y:23 �:cyW �. .�,�� S� 1 Kt 4. � �` ��,:x y}.h, 4's � �4' 5�.,7F'�,tr"�,t�`,1,��:•"w,k�' .ld,�ii. �•Y� la . 1 K .a„y Construction Rates for COLE County Section 02( r; asic ver- ' =s; CRAFTS Hourly Time Holiday Frin a Benefit Payments Rates Rates Rates H & W Pen. Vac. jAppr.Trql Other ,RPENTERS 19eymen $19.33 2 5 1.75 1.00 0.05 } k, Iwri htg s $19.33 2 5 1.75 1.001 0.05 le Driver Worker $19.33 2 5 1.75 1.00 0.05 . °ERATING ENGINEERS a attached sheet for classification ' ' > youp 1 $16.80 5 5 3.40 3.10 0.37 $16.45 5 5 3.40 3.10 0.37 OUP 11 r •:`; rou III $16.25 5 5 3.40 3.10 0.37 roup IV $14.70 5 5 3.40 3.10 0.37 'r BORERS .a attached sheet for classification `�,t', neral Laborers f ° ' $15.40 2 4 2.20 2.00 0.10 y illed Laborers $16.00 2 4 2.20 2.00 0.10 ;, .,u K DRIVERS-TEAMSTERS 2 4 2.25 2.00 WIT eamsters see below for Rates 'x CLASSIFICATIONS RATE CLASSIFICATIONS RATES %. y��> � :at Bed Trucks - Single Axle $15.781 Tank Wagon -Tandem Axle 15.93 At Bed Trucks - Tandem Axle ' $15.93 Tank Wagon - Semi-Trailer $16.05 f•;':; ation Wagons $15.78 Insley Wagons, Dumpsters, ickup Trucks $15.78 Half-Tracks, Speedace, :aterial Trucks - Single Axle $15.78 Euciids & similar equipment $16.05 iterial Trucks -Tandem Axle $15.93 A-Frame & Derrick Trucks $16.05 -mi and/or Pole Trailers $16.05 Float or Low Bo $16.05 /inch, Fork & Steel Trucks $16.05 Warehouseman $15.68 3tributor Drivers & Operators $16.05 Tireman, Oiler & Greaser .;j Jtator &Transit Mix Trucks $15.94 Station Attendant on Const. ank Wagon - Single Axle $15.78 "° Mechanics "he wage rate for Tireman, Oiler & Greaser, Station Attendant on Construction shall be the same as the r age rate for the oiler in the operating engineers schedule, except operating engineer fringe benefits over -d above any applicable teamster benefits shall be added to teamsters wages. 'The wage rate for Mechanics in the teamsters schedule shall be the same as Mechanics in the operating ^gineers schedule, except that operating engineer fringe benefits over and above any applicable •^ Imster benefits shall be added to teamster wages. w nt , r r a ' y t. a t�r�f• ,t . y��1n ,�,,yY v t.+��J+ _[,�A 'w 5 P.,. e �J;<` �.�+,,��,,rr .1'•� .� ( 'ra. �% ;,1,}F��+r"•°t'vt��,;',4v��' �..��. L / � .'��} �`� '?r`r'�•,.�z,X tk � }<,{ u1�,�� r 1 1 zM�i�t! ��r�� S , . , r. ' PERA'I'Iri'G EWERS � lH��►V� GROUP Cig sifications: Asphalt Finishing Machine and Trench Widening Spreader Asphalt Plant Console Operator Autograder , Automatic Slipform Paver Backhoe Blade Operator - all types Boat Operator - tow* Boat Operator - bridges & dams Boilers - 2 ` Central Mix Concrete Plant Operator Clamshell Operator j Concrete Mixer Paver Concrete Saw Operator - self-propelled Crane Operator Derrick or Derrick Trucks Ditching Machine Dozer Operator Dragline Operator Dredge Booster Pump Dredge Engineman � Dredge Operator Drill Cat with Compressor Mounted on Cat Drilling or Boring Machine, rotary self-propelled Front End Steer Loader such as Bobcat Greaser Highloader Hoisting Engine - 2 active drums Launchhammer Wheel Locomotive Operator, standard gauge ' Mechanics and Welders Mucking:Machine Pile Driver Operator Pitman Crane Operator . push Cat Operator Quad Trac E Shovel Operator Sideboom Cats i Skimmer'Scoop Operator Trench.Machine Operator Truck Crane !Does not apply to boat operators covered under separate aggreements. 1 l t + Premium Pay All crane with 3 yd. and over buckets -.25 Clamshells.!. 3 yd. capacity or over .25 Crane, Pigs - anything over 100 feet including Jib .01 per no maximum - whichever premium is higher contractor will pay. No two prerrdums to be compounded on Crane Pig attachments. Draglines - 3 yd. capacity or over .25 Hoist - each additional active drum over 2 drums .25 :Shovels - 3 yd. capacity or over .25 .50 Tandem Scoop GROUPEI ations, A-Frame Asphalt Hot-Mix Silo *Asphalt Plant Fireman (drum or boiler) Asphalt Plant Mixer Operator Asphalt Plant Man Asphalt Roller Operator Backfiller Operator Barber-Greene Loader tChip Spreader Concrete Mixer Operator Skip Loader Concrete Plant Operator Concrete Pump, Operator Crusher Operator Dredge Oiler Elevating Grader Operator All Forklifts and Lulls Hoisting En ine - 9 Locomotive Operator - narrow gauge Multiple Compactor Pavement Breaker 'Powerbroom, self-propelled Power,Shield Rooter Side Discharge Concrete Spreader Slip Form Finishing Machine Stumpcutter Machine Throttle Man Winch Truck Tractor Operator (over 50 HP) aaa. a .t GROUP III Clla3sificallons: Boilers 1 Chip Spreader (front man) Churn Drill Operator Clef Plane Operator Curb Finishing Machine Distributor Operator Finishing Machine Operator I Flex Plane Operator ' �. Float operator Form Grader Operator Hydrobroom Pugmill Operator Roller Operator, other than high type asphalt Screening & Washing Plant Operator Siphons & Jets Spreader Box Operator, self-propelled (not asphalt) Sub-grading Machine Operator Tank Car Heater Operator (combination boiler & booster) •' Tractor Operator (50 HP or less) Ulmac, Ulric or similar spreader Vibrating Machine Operator, no hand GROLP IV Ciassifcztions: Grout Machine Oiler. Oiler - Drives Compressor over 125 CFM - 3 Conveyor Operator Light Plants or Generators 30 KWA - 2 _ 125 CFM Compressor Maintenance Operator - 3 Pump, 4" to 8" - 3-6 Pump, 8" and over - 2 Electric Pumps, 4" to 8" - 3-6 Small Machine Welding Machines - 3 S° r RAMi Y sir `{YraF rtkix.:. a J.iyS K{rfR 3Sf w . . `,, Y±. ,y •S, §� L ! 1.} 4 tl y`� i t I: M �'U/7J r{ +.4,d �Y �1"'';0 . xx4 EASTERN DISTRIC T ' F GENERAL LABORER - HEAVY CONSTRUCTION Carpenters tenders, salamander tenders, dump man, ticket takers, flagman, loading trucks under ::. bins, hoppers and conveyors, track men, cement handler, dump man on earth'frll, georgic buggie f: man, material batch hopper man, spreader on asphalt machine, material mixer man (except on manholes), coffer dams, riprap pavers--rock, block or brick, signal man, scaffolds over ten feet not self-supported from ground up, skipman on concrete paving, wire mesh setters on concrete ti+ paving, all work in connection with sewer, water, gas, gasoline, oil, drainage pipe, conduit pipe, the and duct lines and all other pipe lines, power tool operator, all work in connection with hydraulic or general dredging operations, form setters, p uddlers (P avin g only), straw blower nozzleman, asphalt plant platform man, chuck tender, crusher feeder, men handling creosote ties or creosote materials, men working with and hwndling epoxy material or materials, topper of ' standing trees, feeder man on wood pulverizers, board and willow mat weavers and cable tiers on river work, deck hands, pile dike and revetment work, all laborers working on underground tunnels less than 25 feet where compressed air is not used, abatement and pier hole men working ` six (6) feet or more below ground, men working in coffer dams for- bridge piers and footings in the river, barco tamper, jackson or any other similar tamp, cutting torch man, liners, curb, ` gutters, ditchliners, hot mastic kettleman, hot tar applicator, hand blade operators, manhole builder helpers and mortar men on brick or block manholes, rubbing concrete, air tool operator ' under 65 pounds, caulker and lead man, chain or concrete saw under 15 H.P. SKILLED LABORER - HEAVY CONSTRUCTION Vibrator man, asphalt raker, head pipe layer on sewer work, batterboard man on pipe and ditch work, cliff scalers working from bosun's chairs, scaffold or platforms on dams or power plants over ten (10) feet high, air tool operator over 65 pounds, stringline man on concrete paving, etc., sand blast man, laser beam man, wagon drill, chum drill, air track drill & all other similar type drills, gunite nozzle man,pressure grout man, screed man on asphalt, concrete saw 15 H.P. and over, grade checker, stringline man on electronic grade control, manhole builder, dynamite f man, powder man, welder, tunnel man, waterblaster -1,000 PSI or over, asbestos and/or hazardous waste removal and/or disposal. ` BOLD = REVISED '"�2t< '`• t i u '' l �`�nxte`c T �+ `+. f o ., � 3 p1. p t, "ry 5 �C;. SJ'+'F+�i Pr1tJ��45:to 5>1Y. tt r s'��lsr'�T .Y f4'•YY� � +t'�+ s b fYr� � tr8 "�. A Ir ��i @ rri (a;`''2!#�et�+ 7rK�r�'• c� J"g�7��r a.Y r e' •�?,;� ,�` „yn 1 �r�j t�''st�"rYlt�'fiyri.r�' g }+y'€ ��vk�f ��' ,� '. � '"Y, ,�;>, + ., *.%jJ�+w}f .°� r �..,..cyn{ "?k:S• b �.,' �g24"�i', r .s z•�f)pp� tt:,��iR .iJ1{ at:� " �Er2>.4'fl,t�ts.t�:.}2tl ,rt {. �r, r ., n -tir F,... _.�. {• _ _.,'�r.C_._� ,. � _ _ _ .. .� _,,. . . .''-:'' �.. - •- �J - r_ �'� �..j_, i, rya _ 6 � 4 .r¢ Gft} .'t{ a1� + , hi,a w'f qtr .. �,a4 f4 i� "'k' t { •: : . •Rx"t {7� `{� xr`�5. ,y 1 f1 rxa !)Si 1 '4 �?�Bl �,y�17, .f 1�1� fif 'i�v . .ti °F E �r),E HEAVY COti'STR�T QVERjn-!1E��AJ SC1 D ~' No. 1: Means time & one-half (11/2) shall be paid for all work in excess of eight (8) hours per. day (if working five 8-hour work days), or in excess of ten (i0) hours per day (if working four 10-hour work days), for work on Friday (if working 4.10's) and work on Saturdays. Sundays ' shall be paid at the double (2) time rate.. No. 2: Means time & one-half (1'h) shall be paid for all hours worked in excess of eight (8) % •: s y hours per day (if working 5-8's), or ten (10) hours per day (if working 4-10's), or forty (40) ' hours per week, Monday through Friday. For all time worked on Saturday (unless Saturday is 'f<<' used as a make-up day), time & one-half (11h) shall be paid. For all time worked on Sunday, ' double (2) time shall be paid. No. 3: Means a regular work week shall consist of not more than for (40) hours of work and rt ' .V all work performed over and above ten (10) hours per day and forty (40) hours per week shall be paid at the rate of time & one-half (1'h). Workmen shall receive time & one-half(1'/:) for j r: all worked performed on Sundays. - ' r No. 4: Means a regular work week shall consist of not more than forty (40) hours of work, Monday through Saturday, and all work performed over and above ten (10) hours per day and trk.K forty (40) hours per week shall be paid at the rate of time & one-half (11h). Workmen shall xk receive time and one-half (11/2) for all work performed on Sundays. ` No. 5: Means a regular work week may be A4onday through Thursday (if working 4-10's) or s'• Nn r Monday through Friday (if working 5-8's). Time & one-half (1 h) is paid when working in excess of ten (10) hours per day (if working 4-10's) and on Friday & Saturday unless Friday 1~ . and/or Saturday is used as a make-up day. Time & one-half (11/2) is paid when working in . ;r excess of eight.(8) hours per day (if working 5-8's), and on Saturday unless Saturday is used as a make-up day. All Sunday work shall receive double (2) time pay. - -- -----------------------------------------------------------------------------------------------_ ------- MAKE-UP DAY - Carpenters, Laborers, Operating Engineers and Teamsters: Any employee +fz4 who is scheduled to work on regular work day, but is unable due to weather or other reasonable conditions may be assigned to work on Fridays (if working 4-10's), or on Saturdays (if working s 5-8's) at the straight time rate of pay. The preceding statement applies to all counties except Clay, Jackson, Platte and Ray. • I,I v b e �• f a f �Uvk 1€i f, ff F,�I}•Y T _{ . „ 4 is� Y `. ' t :S E - HEAVY ti Ti ti' No. 1: All work performed on New Year's Day, Decoration Day, Fourth of July, Labor Day, Veteran's Day, Thanksgiving Day, and Christmas Day shall be paid at the double time rate of F pay. When any of these holidays fall on Sunday, the Monday following shall be observed as such holiday. No. 2: All work performed on New Year's Day, Decoration Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day, or days observed as such, shall be paid at the rate of time & one-half(11h). When a holiday falls on Saturday, Friday, shall be observed. When a holiday falls on Sunday, Monday shall be observed. No. 3: All work performed on New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day, or days observed as such, shall be paid at the rate . of time & one-half(11/2). When a holiday falls on Sunday, it shall be observed on the following Monday. No. 4: All work performed on New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day, or days observed as such, shall be paid at the double time rate of pay. When a holiday falls on a Sunday, Monday shall be observed. No. 5: All work performed on New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day, or days observed as such, shall be paid at the double time rate of pay. When a holiday falls on a Saturday, Friday shall be observed. V4'hen a holiday falls on a Sunday, Monday shall be observed. f 1 1 i p � `. rtOTFb f v ,..rY,.,-.:. .:.,,.. _. i,. .. . ✓'��.a�.:�19�. ...1.:,_. ....s :..:.. �'•.. 1 .. .a., -n..s. .....�_..�. ,. ..............., .n.+e,.•.L..e,.r�.a ,a...e. :a,..X COMMERCIAL WORK lassifigaticns Journeyman Lineman or Cable Splicer $20.67 *Groundman Equipment Operator 18.50 Groundman-Winch Driver 15.21 **Groundman-Driver 14.65 Groundman: (1st six months) 11.78 next twelve months 12.28 's next twelve months 13.47 Thereafter 14.65 4i r Eying nefits Health & Welfare - S1.75 Vacation Holiday Trust - 12'A% Retirement Fund - 22% Apprenticeship & Training - 3/4 of 1 S'o National Elec. Ben. Fund - 3% *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 comparable to the 4th step apprentice rate. i ;x s. ' • 4k ' Ile gi��idi 1' ' T1TILrry !t ORx fix. �Ia.SS�f1C2�nnc Journeyman Lineman or Cable Splicer *Lineman Equipment Operator $20.29 j. "Groundman Equipment Operator 20.29 Blaster 17.51 Groundman-Winch Driver 16.51 Groundman-Driver - 14.22 Groundman: (1st six months) 13.55 Thereafter 10.51 Pole Treating Specialist 13.55 Pole Treating Inspector 20.79 ' Pole Treating Truck Driver 19.16 13.04 " Frinee Benefits 1 ;a Health & Welfare - $1.75 Vacation Holiday Trust - 9,A% Retirement Fund - 19% Apprenticeship & Training - 3/4 of No National Elee, Ben- Fund - 3% 'Lineman Equipment Operator shall be a Journeyman Lineman or an Apprentice. In the eve :. that a Lineman or Apprentice is not available, a Groundman may be upgraded to operate event equipment. pe to this **Groundman Equipment Operator -- all tractors, tensioners, tension pullers, trucks four tons rated or over, digger trucks, 5th wheel t:rucks & cranes, and all trucks with hydraulic equipment with controls outside the cab when not used in the operations assigned to the Lineman Equipment Operator. OVERTIAriF ' BA'j: Eight hours shall constitute a work day, forty hours within rive days .- Monday through Friday inclusive --shall constitute the work week. Work performed in the 9th and 10th hpi4r, Monday through Friday, shall be paid at time & one-half (11h) the regular straight time rate of pay. Work performed outside of these hours and on Saturdays, Sundays and recognized holidays shall be paid for at the rate of double (2) time. All work performed on New Year's Day, Memorial Day, Fou of July Labor Day, Veteran's Day, Thanksgiving Day, Christmas Day, or days celebrated as such, hall be paid at the double time rate of pay. When one of the foregoing holidays falls on Sunday, it shall be celebrated on the following Monday. • -2- c ri ASAA. Y ... _ err:.._..t,.,.!. ..,t_f,c: ..I., .•...:.M. ,i_ f_. y 4L 34 i wI:" y tit Y'1I c✓ y wga<i�art G lh %v f??kdfAwtl �r:, .,� •�fn � �} � �'r,,p x,.� ...,ka..a+ y �� '7ttJa,� +�?J'}l r �j `� !�"'}?�JS.J3�a'S-�n ( k rt+°3s .� g 4,.p,� �`! L°1,1�1 `r }ro. �t%y % 't Pr l�r'k�n'" },^.t st' Section 01015 - PROJECT REQUIREMENTS t .s 1. GENERAL DESCRIPTION OF WORK. The Work to be performed under these Contract Documents generally consists of the installation of appraxi- ; . 1- mately 2,550 linear feet of 3U inch diameter welded steel force main, manholes, valves, and other app urtenant work. The 30 inch force main is , tional drilling beneath the Missouri to be installed by horizontal direc River. Y The location of the Work is near the Missouri State Capitol in Jefferson City, Missouri, as indicated on the title sheet of the Drawings. 2. _OFFSITE STORAGE. offsite storage arrangements shall be approved by 'a1 u� Owner for all materials and equipment not incorporated into the Work but } included in Applications for Paymen t. Such offsite storage arrangements shall be presented in writing and shall afford adequate and satisfactory security and protection. offsite storage fa c�_lities shall be accessible to Owner and Engineer. f Ql1AL" ITEMS. Provisions for evaluation of 3. SUBSTITUTES AND "OR-E ov substitutes and "or-equal" items ConditionsalsRequestsifornreviewcofered in Paragraph 6.7 of the General equivalency will not be accepted by Engineer from anyone except Contractor, and such requests will not be considered until after the Contract has been awarded. i., 4. PREPARATION FOR SHIPMENT. All materials shall be suitably packaged to facilitate handling and protect against damage during transit and storage. Painted surfaces shall be protected against impact, abrasion, discoloration, and other damage. All painted surfaces which are damage ` prior to acceptance of equipment shall be repainted to the satisfaction ' of Engineer. Each item, package, or bundle of material shall be tagged or marked as identified in the- delivery schedule or on the Shop Drawings. Complete packing lists and bills of material shall be included with each shipment. 5. EASEMENTS AND RIGHTS-OF-WAY. The easements and rights-of-way for the pipelines will be provided by Owner. Descriptions of the permanent sewer easements and the temporary construction easements may be obtained from Owner at the address indicated in the Invitation to Bid. Contractor shall confine his construction operations within the limits indicated on the Contract Drawings. Contractor shall use due care in placing construction tools, equipment, excavated materials, and pipeline materials and supplies in order to avoid damage to property and interference with traffic. ' 5.01. On Private Property. Easements across private property are indicated on the Drawings. Contractor shall set stakes to mark the boundaries of construction easements across private property. D (JEFFERSON CITY, MISSOURI) 01015 (WASTEWATER FORCE MAIN ) -1- M Sr 7 ; yy i+ �q L .,t f, :y +K`#�L•.1."ti:7.? � V °yf ti. r�..S r. ...,. .. w,1:.. � ... .. .. _. .. ._. ,. . .. . ... ,.... .. ... _...a.+"...,-new. _ ..1 �d ''�UA''p• si"7x..`rS Y�..MI^'C� i..'} k 7' /t.(�7'£5vr}�r:nat.a'.# ik,-S�• r :t : .y,ti.,s� N y,•r t �.��,,i hx ., KrruG+.�. }iraC'1;f '".�i Y•''Rv Y.'. 1#t.�1 P� :1,F,{.�F� � rt f O��yt�tr�• ,� ri t:?Sts kti� ,'r '( # .j t d ,'y y +AfiF .' sy F.,�, ]e.` t' + 3 ;k•',. , " Qtr + .5 St k h Y' h°y. Contractor shall furn ish, without charge, competent persons from his force and such tools, stakes, and other materials as Engineer may require in staking out the boundaries of construction easements. The stakes shall be protected and maintained until completion of 5 9, construction and cleanup. ' ;:.,._.. Contractor shall not enter any private property outside the designated 4a; s:? s construction easement boundaries without written permission from the owner of the property. j 5.02. Work Within Railroad Rights-of-Way. Permits shall be obtained by i�"M � Owner. All Work performed and all operations of Contractor, his employees, or Subcontractors, within the limits of railroad rights- i of-way, shall be in conformity with the requirements and be under the ri control (through Owner) of the railroad authority owning, or having jurisdiction over and control of, the right-of-way in each case. 6. OPEgATION OF EXISTING FACILITIES. Service provided by the existing t,r;,,, u,•: force mains shall not be interrupted throughout the construction period. ,.,..,.::u. ;t Provided permission is obtained from Owner in advance, the existing force mains may be taken out of service for short periods corresponding w = with periods of minimum service demands. =. sh Contractor shall provide temporary facilities and make temporary modifi- ' cations as necessary to keep the existing facilities in operation during the construction period. Under no circumstances shall sewage be discharged into any channel or creek that is tributary to the Missouri River. �i •j j3 7. NOTICES TO OWNERS AND AUTHORITIES. Contractor shall, as provided in lr N General Conditions, notify owners of adjacent property and utilities when prosecution of the Work may affect them. t ; r When it is necessary to temporarily deny access to property, or when any utility service connection must be interrupted, Contractor shall give {si'`` b notices sufficiently in advance to enable the affected persons to .` provide for their needs. Notices will conform to any applicable local ordinance and, whether delivered orally or in writing, will include appropriate information concerning the interruption and instructions on how to limit inconvenience caused thereby. Utilities and other concerned agencies shall be contacted at least 24 hours prior to cutting or closing streets or other traffic areas or 3 excavating near underground utilities or pole lines. 8. LINES AND GRADES. All Work shall be done to the lines, grades, and elevations indicated on the Drawings. Vertical and horizontal tolerances for directional drilling are described in the horizontal directional drilling section. (JEFFERSON CITY, MISSOURI) 01015 (WASTEWATER FORCE MAIN ) -2- ' I � F F � «,41 '+ u .� ;Y.i'.'.;>r, �'"'.p n�,'r .7 •tY' +��irt;,;�`^y ��. #"r`k5��^.��o i �S'ttt Y.91141` ��j5t� ,�"{` a' %y� Orr. ' ', i41 .A a 1i` .r, .,; x �,} F ' u d :->,a� r j 1•*',*." ,.s�!% }1 .. 5...a.-- -- �. r'��'S1iw a��rK�u� ..�vidsiatii�liluira �• '�fi niiw"�ri��wli`iY� §1Js�r ''YWrB gf5f°fY�tf1(.,�,x1'$�vw��'i��T.n't^k t }1�?:,•nRt,F :x,rm't`,'JyY:F`'�k.43�1}�` `ai S�' c�'�` .'.�i .• �• k 7 <r# A �Y 33 Basic horizontal. and vertical control points will be established or ..� designated by Engineer. These points shall be used as datums for the Work. All additional, survey, layout, and measurement Work shall be performed by Contractor as a part of the Work. $ x§ Contractor shall provide an e�iperienced instrument person, competent «' ERI assistants, and such instruments, tools, stakes, and other materials rl ri required to complete the survey, layout, and measurement Work. In '•x., addition, Contractor shall furnish, without charge, competent persons from his force and such tools, stakes, and other materials as Engineer may require in establishing or designating control points, in M , establishing construction easement boundaries , or in checking survey, ' layout, and measurement Work performed by Contractor. Contractor shall keep Engineer informed, a reasonable time in advance, ..;1�. of the times and places at which he wishes to do Work, so that k; horizontal and vertical control points may be established and any fY checking deemed necessary by Engineer may be done with minimum inconvenience to Engineer and minimum delay to Contractor. n Contractor shall remove and reconstruct Work which is improperly locate at no additional cost to the Owner. 9. CONNECTIONS TO EXISTING FACILITIES. Unless otherwise specified or t indicated, Contractor shall make all necessary connections to existing ;Ff + facilities. Connections to existing facilities which are in service shall be thor- oughly planned lanned in advance, and all required equipment, materials, and labor shall be on hand at the time of undertaking the connections. Work 4` shall P roceed continuously (around the clock) if necessary to complete connections in the minimum time. Operation of valves or other appurte- , ; nances on existing utilities, when required, shall be by or under the direct supervision of the owning utility. :Q 10. UNFAVORABLE CONSTRUCTION CONDITIONS. During unfavorable weather, u wet ground, or other unsuitable construction conditions, Contractor y�>'1 shall confine his operations to Work which will not be affected adversely by such conditions. No portion of the Work shall be construc- ted under conditions which would affect adversely the quality or effi- ciency thereof, unless special means or precautions are taken by Contractor to perform the Work in a proper and satisfactory manner. 11. CUTTING AND PATCHING. As provided in General Conditions, Contrac- ?; for shall perform-all cutting and patching required for the.Work and as i may be necessary in connection with uncovering Work for inspection or {' for the correction of defective Work. (JEFFERSON CITY, MISSOURI) 01015 (WASTEWATER FORCE MAIN ) -3- I .i.,.�� {rH i t.3f•' y 1 S •w < �,�� #,. �� .,. .r5 to {r:y F. i'• 1�,, { fk y�` �, ? rj t•!. tv .rS, 1! i; ? ,.,$i. 1. r :d r s Contractor shall perform all cutting and patching required for and in connection with the Work, including but not limited to the following: Removal of improperly timed Work. ,. Removal of samples of installed materials for testing. .' Alteration of existing facilities. Contractor shall provide all shoring, bracing, supports, and protective r devices necessary to safeguard all Work and existing facilities during cutting and patching operations. Contractor shall not undertake any cutting or demolition which may affect the structural stability of the Work or existing facilities without Engineer's concurrence. Materials shall be cut and removed to the extent indicated on the Draw- ings or as required to complete the Work. Materials shall be removed in '•, a careful manner, with no damage to adjacent facilities or materials. 4°r7 Materials which are not salvable shall be removed from the site by Contractor. All Work and existing facilities affected by cutting operations shall be restored with new materials, or with salvaged materials acceptable to :• Engineer, to obtain a finished installation with the strength, appear- ance, and functional capacity required. If necessary, entire surfaces : - shall be patched and refinished. 12. CLEANING UP. Contractor shall keep the premises free at all times . from accumulations of waste materials and rubbish. Contractor shall provide adequate trash receptacles about the site and shall promptly empty the containers when filled. Construction materials such as concrete forms and scaffolding shall be "�►• neatly stacked by Contractor when not in use. Contractor shall promptly ' remove splattered concrete, asphalt, oil, paint, corrosive liquids, and cleaning solutions from surfaces to prevent marring or other damage. ~k Volatile wastes shall be properly stored in covered metal containers and removed daily. Wastes shall not be buried or burned on the site or disposed of into storm drains, sanitary sewers, streams, or waterways. All wastes shall. t be removed from the site and disposed of in a manner complying with local ordinances and antipollution laws. `t Adequate cleanup will be a condition for recommendation of progress payment applications. t' (JEFFERSON CITY, MISSOURI) 01015 (WASTEWATER FORCE MAIN ) -4- 4 Y, y q 7 ..9F � ,5 ry ',1 •.'� .�.—_ 1 �k..;•,+, ou•. "n s. it .,,t- �f,.�+ .4 y�—V` ?'ia '�Y '(�(, rf , + f � ."•v v-r, aa��t`,i�< � � ,+rv�i�rv+4��,��, a r�"'.� � �1 ��?,t +� �Da ac a+ 13. APPLICABLE CODES. References in the Contract Documents to local „Y4 y? codes mean the following: q-$ t Building Code City of Jefferson, Missouri Other standard codes which apply to the Work are designated in the ' Specifications. A" 14. REFERENCE STANDARDS. Reference to standards, specifications, r manuals, or codes of any technical society, organization, or associa- tion, or to the laws or regulations of any governmental authority, whether such reference be specific or by implication, shall mean the latest standard specification, manual, code, or laws or regulations in ' effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids) , except as may be otherwise specifi- cally stated. However, no provision of any referenced standard, spec- , ification, manual, or code (whether or not specifically incorporated by reference in the Contract Documents) shall be effective to change the i duties and responsibilities of Owner, Contractor, or Engineer, or any of ryf their Consultants, agents, or employees from those set forth in the z Contract Documents, nor shall it be effective to assign to Engineer, or any of Engineer's Consultants, agents, or employees, any duty or author- ity to supervise or direct the furnishing or performance of the Work. 15. PRECONSTRUCTION CONFERENCE. Prior to the commencement of Work at F: the site, a preconstruction conference will be held at a mutually agreed time and place. The conference shall be attended by: Contractor and his superintendent. Principal Subcontractors. Representatives of principal Suppliers and manufacturers as appropriate. Engineer and his Resident Project Representative. Representatives of Owner. Governmental representatives as appropriate. Others as requested by Contractor, Owner, or Engineer. Unless previously submitted to Engineer, Contractor shall bring to the conference a preliminary schedule for each of the following: b Progress. Procurement. (JEFFERSON CITY, MISSOURI) 01015 (WASTEWATER FORCE MAIN ) -5- r 'S ' .r ♦ r k v �' a.,.e,>' _. ��.{ ... _� ¢F,��...f... ., L_t_...-,. _ W'iti ., d'.1 .s....�.lj.. %.,'l.,r'",. V_... .- .........w? '�er,"....�..w�.el�' '1_... _ �!• 7 ant e k it' d k Values for progress payment purposes. Shop Drawings and other submittals. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The agenda will include: Contractor's preliminary schedules. Transmittal, review, and distribution of Contractor's submittals. Processing Applications for Payment. Maintaining record documents. i Critical Work sequencing. Field decisions and Change Orders. Use of premises, office and storage areas, security, housekeeping, , and Owner's needs. Major equipment deliveries and priorities. Contractor's assignments for safety and first aid. Engineer: will preside at the conference and will arrange for keeping the minutes and distributing the minutes to all persons in attendance. 16. PROGRESS MEETINGS. Contractor shall schedule and hold regular progress meetings at least monthly and at other times as requested by Engineer or required by progress of the Work. Contractor, Engineer, and all Subcontractors active on the site shall be represented at each . meeting. Contractor may at his discretion request attendance by repre- sentatives of his Suppliers, manufacturers, and other Subcontractors. Contractor shall preside at the meetings. Meeting minutes will be prepared and distributed by Contractor. The purpose of the meetings will. be to review the progress of the Work, maintain coordination of efforts, discuss changes in scheduling, and resolve other problems which may develop. End of Section (JEFFERSON CITY, MISSOURI') 01015 (WASTEWATER FORCE MAIN ) -6- /tiff � f . .i f tt- ' ..•. ,:fir ^( %.1' f •,. R. S , tr ,. i,. _a. ... ,. ... _ { •t`%rrr.�*•: . z _..... '.e.,1.t L ..._. ._.i."�.:9 ... _.F-. � w.r:t a. � .. ... ._.. _. . g V . 3* .7 k tI. pr X.S� f {v� t nh :r�.+ �YlS.i S(Tdt .! +�yh`S7�'f•°'t?. FA II ', k�% �.. ��£, !t�,7`��'�1"ati �',,y#�,,g y!>a�*'y�'�6taj 6��1•�'��a�.4+��Sk��bl��n3+j.S?��t��4�Y Yx Y �' t 1. � � "t'ySdtum'!?, i•�i��'t�� y h�,. s' 4 t { Ak' 7 �` g i.i",{ g b f X43 �5�+ } �s t; y,, �j r'53�� Yu�E^ {r,>•� �j•�;X d� , 4 ?"y ipa� ,' "=£' t��`"�t.VS,�`n��}��,. t}�'.SG'�v.4q;r- �G ��. t�;t..Anti;t3�,.,.,i ' y1`�•�j•t'�'^�"�,� t„�- ' 1 kl Section 01300 - SUBMITTALS EN'i` b>� 1. PROGRESS SCHEDULE. After the preconstruction conference and before Work is started, Contractor shall submit to Engineer for review a schedule of the proposed construction operations. The progress schedule 1 "' shall indicate the sequence of the Work, the time of starting and .. completion of each part, and the time for making connections to existing piping, structures, or facilities. r ! i At least every 30 days the schedule shall. be revised as necessary to reflect changes in the progress of the Work. o Owner may require Contractor, at Contractor's expense, to add to his plant, equipment, or construction forces, as well as increase the working hours, if operations fall behind schedule at any time during the construction period. ' V t The suggested construction sequence described in the horizontal directional drilling section shall be taken into consideration when t�. preparing the proposed schedule of construction operations. t 2. PROGRESS REPORTS. A progress report shall be furnished to Engineer with each Application for Payment. If the Work falls behind schedule, Contractor shall submit additional progress reports at such intervals as £� Engineer may request. Each progress report shall include sufficient narrative to describe current and anticipated delaying factors, their effect on the progress } 'f schedule, and proposed corrective actions. Any Work reported complete, but which is not readily apparent to Engineer, must be substantiated with satisfactory evidence. Each progress report shall also include three prints of the accepted graphic schedule marked to indicate actual progress. 3. SCHEDULE OF VALUES. After review of the preliminary schedule at the preconstruction conference, and before submission of the first Appli- cation for Payment, Contractor shall prepare and submit to Engineer a schedule of values covering each lump sum item. The schedule of values, showing the value of each kind of work, shall be acceptable to Engineer before any Application for Payment is prepared. The sum of the items listed in the schedule of values shall equal the Contract Price. Such items as Bond premium, temporary construction 7, facilities, and plant may be listed separately in the schedule of a values, provided the amounts can be substantiated. Overhead and profit shall not be listed as separate items. An unbalanced schedule of values providing for overpayment of Contractor on items of Work which would be performed first will not be accepted. (JEFFERSON CITY, MISSOURI) 01300 (WASTEWATER FORCE MAIN ) -1- !� ,n�(., w s�jt,tu'�3'""{{',+Tjj�`'"*�,�tv.:: ;.}i,�T':�,;t ��it Y�'i�—�`��k�:Y,s�`G. -•"tiyr...�w�e,p�,�:.7j�'r.`�'>:;•C{�?`^iC��di't�' r Y. •h � ; +5 }rtc ;jL,s`iyk. ytK s ti�L� {ter 3 �'1 'YL4 _}.? t't f.{ Ott US.J ky,?;},4•r.�y1 fs' t ` ,,. ,G Y v• s. !! i+ v ! +z .(pf''§ t5 t ,L'i h �.� t �r� `4 � �ty`.1 ' r.+bil•`, � +s ?�i's� {•{ S'• r i s {r t,t.�a , .y '5 t• P Y .� 1 I 1 �:' y. 1 •t4q,, y } F �t if �4E'Y t �'S 4 1 •�;SAr�l � ('' 'p • /a � �,� 'l+,Sr .��t'rlt��Yx f4 0{�(h$M�,k��{��ie.�Tt3. ., t, `�•��+' ..��SY-k"l'!� x•Sr .� r`{t34k{'n' t�1 Ji t"� �F t x T,�F'3r�a4 tt {`'r Il '�„ + 3�`}1�i t I.Y.'C�� ,l�i r^^ ti ��S.t $.7-''�}.3 � �&S•�if'•�,�.�L{r t S f t' Yj?4 t t€ 'aay.,S+ �L tyYs�t46.si f ',r . �n .f .Yry;ti �Arir' r41.... t�= �;'fl. ][k Rr'�' t' � ` t A•rS �� .i`'l�+' v i�`'�..J...ti.r�:',e..:i ...1,5. t� 'i ftk 6Kt i 1 A a.f.!_ t•` .»,iA Alil,, ,t�t Al M-Mm NU 1 t a i yt. The schedule of valuee shall be revised and resubmitted until acceptable to Engineer. Final acceptance by Engineer shall indicate only consent to the schedule of values as a basis for preparation of applications for ar progress payments, and shall not constitute an agreement as to the value of each indicated item. 4. SCHEDULE OF PAYMENTS. Within 30 days after award of contract, ` s Contractor shall furnish to Engineer a schedule of estimated monthly payments. The schedule shall be revised and resubmitted each time an Application for Payment varies more than 10 percent from the estimated a payment schedule. r•i�, . 5. SURVEY DATA. All field books, notes, and other data developed by . z Pfi Contractor in performing surveys required as part of the Work shall be `k- available to Engineer for examination throughout the construction period. All such data shall be submitted to Engineer with the other documentation required for final acceptance of the Work. 6. SHOP DRAWINGS AND ENGINEERING DATA. R 6.01. General. Shop Drawings and engineering data covering all equipment and fabricated and building materials which will become a V;'` y permanent part of the Work under this Contract shall be submitted to ' Engineer for review, at the Engineer's address given in the Agreement. The data shall include drawings and descriptive information in suffi- cient detail to show the kind, size, arrangement, and operation. of component materials and devices; the external connections, anchorages, supports and su required; performance characteristics; and dimensions PP re q needed for installation and correlation with other materials and equipment. 4� All submittals, regardless of origin, shall be stamped with the approval of Contractor and identified with the name and number of this Contract, r Contractor's name, and references to applicable specification paragraphs t and Contract Drawings. Each submittal shall indicate the intended use ' ., of the item in the Work. When catalog pages are submitted, applicable items shall be clearly identified and inapplicable data crossed out. The current revision, issue number, and date shall be indicated on all t, drawings and other descriptive data. Contractor's stamp of approval is a representation to Owner and Engineer that Contractor accepts full responsibility for determining and verifying all quantities, dimensions, field construction criteria, f materials, catalog numbers, and similar data, and that he has reviewed and coordinated each submittal with the requirements of the Work and the .t Contract Documents. Contractor shall accept full responsibility for the completeness of each submission. When an item consists of components from several sources, Contractor shall submit a complete initial submittal including all components. 4r. (JEFFERSON CITY, MISSOURI) 01300 (WASTEWATER FORCE MAIN ) -2- 4 t t { x w f x`48t 'ty 'r�i ytF •��y,. �.rf. .. .'r 't, ' �j'� :.,. r 'i�i' .1 ,��. .... +t _ Jjr a 31t,�..{�i�.lf f ��.('";1 �r a , All deviations from the Contract Documents shall be identified on each a submittal and shall be tabulated in Contractor's letter of transmittal. Such submittals shall, as pertinent to bhe deviation, indicate essential ' details of all changes proposed by Contractor (including modifications u to other facilities that may be a result of the deviation) and all required piping and wiring diagrams. Five copie s (or one reproducible co py) of each drawing and necessary data shall be submitted to Engineer. Engineer will return two marked copies (or one marked reproducible copy) to Contractor. Facsimile (fax) copies will not be acceptable. Engineer will not accept submittals from anyone but Contractor. Submittals shall be consecutively numbered in direct sequence of submittal and without division by subcontracts or trades. 6.02. Engineer's Review of Drawings and Data. Engineer's review of 4 drawings and data submitted by Contractor will cover only general con- k formity to the Drawings and Specifications, external connections, and dimensions which affect the layout. Engineer's review does not indicate 1 ; a thorough review of all dimensions, quantities, and details of the material, equipment, device, or item shown. Engineer's review shall not relieve Contractor of Contractor's responsibility for errors, omissions, t6F� ur deviations in the drawings and data, nor of sole responsibility for compliance with the Contract Documents. Engineer's submittal review period shall be 21 consecutive calendar days in length and shall commence on the first calendar day immediately following the date of arrival of the submittal or resubmittal in Engineer's office. The time required to mail the submittal or resubmittal back to Contractor shall not be considered a part of the submittal review period. When the drawings and data are returned marked "NOT ACCEPTABLE" or "RETURNED FOR CORRECTION" , the corrections shall be made as noted thereon and as instructed by Engineer and five corrected copies (or one corrected reproducible copy) resubmitted. Facsimile (fax) copies will not be acceptable. When the drawings and data are returned marked "EXCEPTIONS NOTED" , "NO EXCEPTIONS NOTED" , or "RECORD COPY" , no additional copies need be furnished unless requested by Engineer at time of review. is 6.03. Resubmi.ttal of Drawings and Data. Contractor shall accept full responsibility for the completeness of each resubmittal. Contractor shall verify that all corrected data and additional information previously requested by Engineer are provided on the resubmittal. When corrected copies are resubmitted, Contractor shall in writing direct specific attention to all revisions and shall list separately any revisions made other than those called for by Engineer on previous submissions. tt (JEFFERSON CITY, MISSOURI) 01300 (WASTEWATER FORCE MAIN ) -3- t ,5 tss' ,. Yi n Nt 4'� {yfS ' i� {Fk-y,Y �G;i ,�•S,itk � �� , ��,4 Nrf . i a �4 � �.7',tJ�jY7 ,�Ki ��t�,x�r:k't�'�''q�',�',il+��ra,`ky...�5f�.,� l,.i�y;• tP ��:. ..'� f'+:�:�,��''':<rbkSf,''""�k 1``� rf^'`.: 7x4` y.•w f, � t r Y " .r.. �S,L' � ,:/ h"YL, +4.-�4.. .i..�._.i 4... . .. ,..... �.ei��1.r_l�'—,._crY� _L:. . A. .yt.`�' ate._SU✓�•_..•:a.♦ .2L�YS, I' .Y. F �,3 y'• � � �,• ��r 4ts r�pv - f �i iF1 xfU r+tt t a i ,,• �,,,' .r: ,}.. ,` $ e tl, . 4C �y� .rs YS ?�,4K."`L^ lb+ y''y'`fi "k`'��t} �rti'�htt jtr�Sai��'� Requirements specified for initial submittals shall also apply to resubmittals. Resubmittals shall bear the number of the first submittal. followed by a letter (A, B, etc. ) to indicate the sequence of the ;; .. resubmittal. - If more than one resubmission is required because of failure of Contractor to provide all previously requested corrected data or �. ;:.••y. additional information, Contractor shall reimburse Owner for the charges �. of Engineer for review of the additional resubmissions. This does not f;�p1 include initial submittal data such as shop tests and field tests which are submitted after initial submittal. Resubmittals shall be made within 30 days of the date of the letter returning the material to be modified or corrected, unless within r- Y;. 14 days Contractor submits an acceptable request for an extension of the ;; stipulated time period, listing the reasons the resubmittal cannot be Y: ;uv`. completed within that time. An need for more than one resubmission, or an other delay in obtaining y y y g Engineer's review of submittals, will not entitle Contractor to , extension of the Contract Times unless delay of the Work is directly t =' caused by a change in the Work authorized by a Change Order or by failure of Engineer to review any submittal within the submittal review #�� period specified herein and to return the submittal to Contractor. N "R 7. LAYOUT DATA. Contractor shall keep neat and legible notes of tp N� measurements and calculations made by him in connection with the layout .SFr i ' of the Work. Copies of such data shall be furnished to the Resident Y , Project Representative for use in checking Contractor's layout as provided in the project requirements section. All such data considered ." of value to Owner will be transmitted to Owner by Engineer with other records upon completion of the Work. 8. CONSTRUCTION PHOTOGRAPHS. Contractor shall be responsible for the production of construction photographs as provided herein. Engineer shall designate the subject of each photograph. r;!i0g Twenty-four photographs of the entire site, or pertinent features thereof, shall be taken before the commencement of Work at the site and promptly submitted to Engineer. The same views shall be rephotographed upon completion of all construction activities and submitted with Contractor's application for final payment. Ten additional photographs shall be made each month throughout the progress of the Work at such times as requested by Engineer, and submitted with Contractor's application for progress payment. All photographs shall be produced by a competent photographer and shall be color photographs of commercial quality. All negatives and two • 4 by 5 prints of each view shall be submitted. Negatives shall be identified with description of view and date. Prints shall be mounted on linen with flap for binding or enclosed in clear plastic binders, and (JEFFERSON CITY, MISSOURI) 01300 (WASTEWATER- FORCE MAIN ) -4- ��'/: r '.� �"t ( �' 'fi 4+��I,'7rA'i��r�� A'��.r3; t- �y,1�•{+�n a J v � ii l.�'�r' ��q r '` �+' i :� ��, �•� .yt�; Y S">' r-c: Y .- � �.aj kr� +. I r ,..A°�. .t { '{ .. t_ x a� F t _ - .c_t_. _.. -,._�i- t...,. -xa�e_c 1._.r�� _ ..�..�..�.i:_�L':Lw.."w• .u,Y ' tt " tt 2 �=i ,?*" its JJJJ...ppp� marked with the name and number of the Contract, naive of Contractor, description and location of view, and date photographed. Engineer shall transmit one copy of each photograph to Owner. End of Section (JEFFERSON CITY, MISSOURI) 01300 (WASTEWATER FORCE MAIN , / y� ,:1 � ��r. d y .„�, ZuY a��`4✓Y`tY.twl 4wlt a ,� l r a�..7�� '� +, v• �{rNb• Section 01400 - QUALITY CONTROL 1. TESTING SERVICES. All tests which require the services of a '.'44 laboratory to determine compliance with the Contract Documents shall be >t performed by an independent commercial testing firm acceptable to r " Engineer. The testing firm's laboratory shall be staffed with experienced technicians properly equipped and fully q ualified to perform the tests in accordance with the specified standards. Testing services provided by Owner are for the sole benefit of Owner; ' however, test results shall be available to Contractor. Testing necessary to satisfy Contractor's internal quality control procedures ;y shall be the sole responsibility of Contractor. =; 1.01. Testing Services Furnished _bX Contractor. Unless otherwise 4° specified, Contractor shall provide all testing services in connection with the following: '. Concrete materials and mix designs. 4� Embedment, fill, and backfill materials. All other tests and engineering data required for Engineer's review of materials and equipment proposed to be used in the Work. Contractor shall obtain Engineer's acceptance of the testing firm before having services performed, and shall pay all costs for these testing services. 1.02. Testing Services Furnished by Owner. Unless otherwise specified, Owner shall provide for tests made on the following materials and equipment: Concrete. ' Moisture-density and relative density tests on embedment, fill, and backfill materials. 4 In-place field density tests on embedments, fills, and backfill. Other materials and equipment at the discretion of Owner. Testing, including sampling, will be performed by Engineer or the testing firm's laboratory personnel, in the general manner indicated in the Specifications. Engineer shall determine the exact time, location, and number of tests, including samples. Arrangements for delivery of samples and test specimens to the testing . firm's laboratory will be made by Owner. The testing firm's laboratory shall perform all laboratory tests within a reasonable time consistent (JEFFERSON CITY, MISSOURI) 01400 (WASTEWATER FORCE MAIN ) -1- mg 1 r a f f" •'r v �:ii .,v,'• s � r.. k �.,k s r� S�`PFj'�F �.f""e i��"1��tr�i�"�4}c r .'F a �+ '� \ a I l�! '.Ff• rf .} .. ' l.I�� . ft' S; a., Y 3 � t 4.ya 4T:.JJ a•�A1f+�{� ! ti�h�4 i,d .d Y'1P- . _. ..a .r �M.PIT— —_ ....:'_' T.�. �� .. ..... _s._ ....... :\... .... _. .... � w+s i r., 1 (v✓. ...^•'`J...Aeuahlfl.Yr I r �;S�l,?!'"�n -tiff� jR{.' •>, t 1� with the specified standards and shall furnish a written report of each test. i< Contractor shall furnish all sample materials and cooperate in the testing activities, including sampling. Contractor shall interrupt the _ Work when necessary to allow testing, including sampling, to be } performed. Contractor shall have no claim for an increase in Contract >� Price or Contract Times due to such interruption. When testing zs activities, including sampling, are performed in the field by Engineer ;. or the testing firm's laboratory personnel, Contractor shall furnish personnel and facilities to assist in the activities. 1.03. Transmittal of Test Reports. Written reports of tests and engi- neering data furnished by Contractor for Engineer's review of materials and equipment proposed to be used in the Work shall be submitted as i specified for Shop Drawings. �l ?_ The testing firm retained by Owner will furnish four copies of a written report of each test. Two copies of each test report will be transmitted to the Resident Project Representative, one copy to Engineer, and one copy to Contractor, within 3 days after each test is completed. ra, ,k End of Section 1 (JEFFERSON CITY, MISSOURI) . _ •01400 (WASTEWATER FORCE MAIN ) -2- • x n .. ,n ac ;� � .. r 4� rr n. 7mS.t. {-. :7:Y„i,, . .- _ .� ✓� -+—' — .9... 1�!.. . .,. .. .,; . '�: ., ..�: ...H�;..�.;.".....i �t�..':.C. �wF:i`.�.:.`✓.. _..... .. .. .. I �,,u�µ`^fP` $° ," s��k; r j;'. k t'� •n L 4`��"';r,a r. ,., iii b, �1cit \r tt y,. ...`1 4i4 :� t� 4 } � ;.i�rti sl�a,,��y``n+ l,i`avh( •�u'i'71w rtj-�ttt�P tR-t r r ,!{ :.tih i SC-}t � �kr i 5 W' t �'a i^ ,e d t J r 3$ t z. s tpyt ..l c { y ,1 :r ri d n ,;j qt faa!j'n�Ad��•, Y • � �K•W'� 1�IC{��'s�tv"Y��11!�., r a(y��lf 1 t t� it .�Y�ji fq Sf t. t� r x+a_ _ nL,�g J� 4}S�tt�'`4 � `''�!;. a F , Nt Section 01500 - TEMPORARY FACILITIES ; { „r , 1. OFFICES AT SITE OF WORK. During the performance of this Contract, .' Contractor shall maintain a suitable office at or near the site of the :' , ",s ' Work which shall be the headquarters of his representative authorized tox,r, receive drawings, instructions, or other communication or articles. Any communication given to the said representative or delivered at .} �s Contractor's office at the site of the Work in his absence shall be deemed to have been delivered to Contractor. Copies of the Drawings, Specifications, and other Contract Documents shall be kept at Contractor's office at the site of the Work and avail- F=t'. rye, able for use at all times.. r,t5 ,t••,'P 2. WATER. All water required for and in connection with the Work to be ,. performed and for an specified tests of g P y p piping, for inundation or ysettling of backfill materials, or for any other use as may be required � tAr for proper completion of the Work shall be provided by and at the Trcr;. ` expense of Contractor. No separate payment for water used or required :> will be made and all costs in connection therewith shall be included in the Bid. a 3. POWER. Contractor shall provide all power for heating, lighting, operation of Contractor's plant or equipment, or for any other use by Contractor. Temporary heat and lighting shall be maintained until the Work is accepted. 4. TELEPHONE SERVICE. Contractor shall make all necessary y arran ements g ,= and pay all installation charges for telephone lines in his offices at 4 the site and a separate telephone line in the office of the Resident Project Representative, and shall provide all telephone instruments . ' 5. SANITARY FACILITIES. Contractor shall furnish temporary sanitary facilities at the site, as provided herein, for the needs of all > construction workers and others performing work or furnishing services on the Project. Sanitary facilities shall be of reasonable capacity, properly maintained throughout the construction period, and obscured from public view to the greatest practical extent. If toilets of the chemically treated type V are used, at least one toilet will be furnished for each 20 people, °'. . Contractor shall enforce the use of such sanitary facilities by all r personnel at the site. 6. MAINTENANCE OF TRAFFIC. Contractor shall conduct his work to inter-- `. fore as little as possible with public travel, whether vehicular or r,= pedestrian. Whenever it is necessary to cross, obstruct, or close Y' roads, driveways, and walks, whether public or private, Contractor shall provide and maintain suitable and safe bridges, detours, or other temporary expedients for the accommodation of public and private travel, • (JEFFERSON CITY, MISSOURI) 01500 (WASTEWATER FORCE MAIN •!S' yS r'-a;;f�rr to'i'i i j '.^�r �R r. 3>l tzsaaRs r y• iy: f � � r4 dr; fy(�+'14�4 PT f� � tt �}�� .] J •S ! X3�< 1� r�k k�'� s�ps<*�," y7,7,d7 ti�,W!,�1.1 +jam j a tk I Y 1 � ,{ '4 t P7 rt,+K`4�,ft{t��,I. :1�>tildr x aft tr,H+�ri k`Po 4sX5F�"'P'!r r ;'•X ` * }7��L •4.� k�`J•t ry 4',�� X jtayiit.P�'r�,'�x, ��Y'� trs4tS r��r7.'�. ..}``.i r�'(j4s� �,i:��r� �R t r� d S A, 4 , { t'' 1.'t 4n k L� 4� !i' LPL•1 �t ''4 t: s' F �t rr L iM r.r' 4� t` a r t s J, rt:•5 }7 1X,r rrk �, ,��• mY��!X��t�a��}'' r� +ii�+� �t� ��t JSt �yl-,P•1.kE iF �tDh��Xt4�s 4�'{zl�c .t 'tr: i `, 4�4 � 4�'t+�k."��ilr?x }54� � i s1i¢)rs t� e�A� �hr,�"au � '�! �'Ff �,Itt� '• � t dE 3 r,+�A.. hY��•• 1�7 r«j 4 'S[1 v�.r tt �7 S,Fy,rf .S � � � 1. P{ .f .A � :�,d'° 'f`••� 'ti'�;.s� �#" ��s1� a�7 zL T�:X�tt ��s+w�i� i j1`•'� zi ��ei,' hxt� �J:•r•F#F,ti4.. r rt y�, r ;r � rar 1 o i tY n Y'a'r•4? t�'�.� ,z�i r,r t�r.�G�.} ��r.9 gyy��Ca�+`�'jn1 ?SS +� .x £ '�,. #yr�c-t.. :� 't•.,,��i;��z' }rT5'�, ,�9 r rn"t�jr��'� '��5 }+r.'li F:7 �t 1: 1 �'';"��t�a�Y'b�93�-t`;�kCU` Y; r. � r,' ��da Xrr.� � .� �i,! `+fi ,r N'1 '4 X't k'S3'�t� $ h {•{ rrr��{ �.� �� .'�, . ,� s'' i;.;.r.{..�drr t: ,} �:j -�- ��(.,,��. � aY• .. ,2'.`..�` ''�' Ix;.•, �t i' , X� r ys;7 .c.in- § .t •a i� �t'£ 41•. E° � .. r• j ..�, •rl,. ,�r & .}1tt x ¢� ,rb��.r�' �.tror.�,..�. �M -- '-S��aiorii.>r dY1W�`sr YA�ka�tslwrlaaV�lffl,'ilti�lii�ts�st�'r '..•, h r W �s".�Y�.'��/ t � i r 41r� � ,�y'.i t`i' c :n tr� .� �LS�$q•, �i(a�.t'N }�Ut�ty1• .� y >' 1! _'� 'S 4 ti„f-Ht " `5: ; . "'��'7x3�;�`�. �i'-',, c ,t{'r��:��t r' •�..� .r�rr ;+rf f T,{i,.s�� ,,�,c, a��ia"y#.r�,�?,x., ,, � "� and shall give reasonable notice to owners of private drives before " interfering with them. Such maintenance of traffic will not be required when Contractor has obtained permission from the owner and tenant of private property, or from the authority having jurisdiction over public • , property involved, to obstruct traffic at the designated point. ?; 7. BARRICADES AND LIGHTS. All streets, roads, highways, and other public thoroughfares which are closed to traffic shall be protected by 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 have suitable barricades, ; •;_ signs, and lights to provide adequate protection to the public. .: Obstructions such as material piles and equipment shall be provided with { similar warning signs and lights. k All barricades and obstructions shall be illuminated with warning lights � .: from sunset to sunrise. Material storage and conduct of the Work on or alongside public streets and highways shall cause the minimum obstruc- tion and inconvenience to the traveling public. All barricades, signs, lights, and other protective devices shall be installed and maintained in conformity with applicable statutory , f requirements and, where within railroad and highway rights-of-way, as required by the authority having jurisdiction thereover. 8. FENCES. All existing fences affected b the Work shall be g y maintained by Contractor until completion of the Work. Fences which interfere with construction operations shall not be relocated or `-� dismantled until written permission is obtained from the owner of the fence, and the period the fence may be left relocated or dismantled has been agreed upon. Where fences must be maintained across the construction easement, adequate gates shall be installed. Gates shall sbe kept closed and locked at all times when not in use. .0 On completion of the Work across any tract of land, Contractor shall r° restore all fences to their original or to a better condition and to ' their original location. .�1 t ��. 9. PROTECTION OF PUBLIC AND PRIVATE PROPERTY. Contractor shall protect, shore, brace, support, and maintain all underground pipes, conduits, drains, and other underground construction uncovered or other- wise affected by his construction operations. All pavement, surfacing, driveways, curbs, walks, buildings, utility poles, guy wires, fences, 4r. and other surface structures affected by construction operations, together with all sod and shrubs in yards, parkways, and medians, shall be restored to their original condition, whether within or outside the easement. All replacements shall be made with new materials. - t (JEFFERSON CITY, MISSOURI) 01500 (WASTEWATER FORCE MAIN ) -2- ii:.�L'eda. CiiFitiiL�klkMt!M�idX�Ll�psi ��G�.�i�'�?��i�itYYRtt•�t#ix!wit``t«V�ru.,}i._.it.iG%u3�,ws;J+.xuri.,�.t.'vafla "t! i Yet h" ;., No trees shall be removed outside of the permanent easement, except where authorized by Engineer. Whenever practicable, Contractor shall A' tunnel beneath trees in yards and parkings when on or near the line of trench. Hand excavation shall be employed as necessary to prevent 't injury to trees. Trees left standing shall be adequately protected v . against damage by construction operations . '. Contractor shall be responsible for all damage to streets, roads, high- °' ways, shoulders, ditches, embankments, culverts, bridges , and other r; public or private property, regardless of location or character, which { }' may be caused by transporting equipment, materials, or men to or from ' the Work or any part or site thereof, whether by him or his Subcontrac- tors. Contractor shall, make satisfactory and acceptable arrangements . i with the owner of, or the agency or authority having jurisdiction over, the damaged property concerning its repair or replacement or payment of costs incurred in connection with the damage. F5 Contractor will be held responsible for any damage to existing ' structures, Work, materials, or equipment because of his operations and shall repair or replace an damaged structures Work � materials or ` equipment to the satisfaction of, and at no additional cost to, Owner. a, All fire hydrants and water control valves shall be kept free from obstruction and available for use at all times. } 10. FLOOD PROTECTION. The facilities to be constructed are located in h:. a flood hazard area. During the construction period, Contractor shall ii•5' provide temporary protection as necessary to prevent flood damage to new and existing facilities and shall be responsible for any damage which may result from flooding. y. 11. SECURITY. Contractor shall be responsible for protection of the site, and all Work, materials, equipment, and existing facilities ' F. thereon, against vandals and other unauthorized persons. No claim shall be made against Owner by reason of any act of an employee or trespasser, and Contractor shall make good all damage to Owner's property resulting from his failure to provide security measures as specified. Security measures shall be at least equal to those usually provided by Owner to protect his existing facilities during normal operation, but R shall also include such additional security fencing, barricades, lighting, and other measures as required to protect the site. t. 12. PARKING. Contractor shall provide and maintain suitable parking areas for the use of all construction workers and others performing work or furnishing services in connection with the Project, as required to avoid any need for parking personal vehicles where they may interfere ' with public traffic, Owner's operations, or construction activities. T (JEFFERSON CITY, MISSOURI) 01500 (WASTEWATER FORCE MAIN ) -3- i t, i" 'F'• ;i.��.k�s,+r�",�(•`i�)iE� `t��,r�t. s�+ " 4b��, �� ,. 't� Rrr$ �' �!id "E Y p�1 1.f it'r t t F ., y x•"31}r y f ' sy'ti i, s �xx'+r�yf77 «.i' ! t x r r r s+ i i t '. r t r t r F i!ot�+� t�s•.. ! + + f I III V�f�r j'ey i5.�}r .f Srr �. .i � s.;a+� ,;ti,S7��P;�F.� �.�• r� 1;1 0, %N 13. NOISE CONTROL. Contractor shall take reasonable measures to avoid unnecessary noise. Such measures shall be appropriate for the normal ambient sound levels in the area during working hours. All construction machinery and vehicles shall be equipped with practical sound-muffling devices, and operated in a manner to cause the least noise consistent with efficient performance of the Work,, During construction activities on or adjacent to occupied buildings, and when appropriate, Contractor shall erect screens or barriers effective in reducing noise in the building and shall conduct his operations to ti'r avoid unnecessary noise which might interfere with the activities of building occupants. 14. DUST CONTROL. Contractor shall take reasonable measures to prevent unnecessary dust. Earth surfaces subject to dusting shall be kept moist with water or by application of a chemical dust suppressant. When practicable, dusty materials in piles or in transit shall be covered to prevent blowing. Buildings or operating facilities which may be affected adversely by dust shall be adequately protected from dust. Existing or new machinery, motors, instrument panels , or similar equipment shall be protected by suitable dust screens. Proper ventilation shall be included with dust screens. 15. TEMPORARY DRAINAGE PROVISIONS. Contractor shall provide for the drainage of storm water and such water as may be applied or discharged on the site in performance of the Work. Drainage facilities shall be vj I adequate to prevent damage to the Work, the site, and adjacent property. Existing drainage channels and conduits shall be cleaned, enlarged, or supplemented as necessary to carry all increased runoff attributable to Contractor's operations. Dikes shall be constructed as necessary to s. divert increased runoff from entering adjacent property (except in natural channels) , to protect Owner's facilities and the Work, and to direct water to drainage channels or conduits. Ponding shall be ,4; provided as necessary to prevent downstream flooding. 16. EROSION CONTROL. Contractor shall prevent erosion of soil on the site and adjacent property resulting from his construction activities. Effective measures shall be initiated prior to the commencement of clearing, grading, excavation, or other operation that will disturb the natural protection. Work shall be scheduled to expose areas subject to erosion for the shortest possible time, and natural vegetation preserved to the greatest extent practicable. Temporary storage and construction buildings shall be located, and construction traffic routed, to minimize erosion. Temporary fast-growing vegetation or other suitable ground cover shall be provided as necessary to control runoff. (JEFFERSON CITY, MISSOURI) 01500 (WASTEWATER FORCE MAIN -4- "I -mm, A f s (1 17. POLLUTION CONTROL. Contractor shall prevent the pollution of drains and watercourses by sanitary wastes, sediment, debris, and other substances resulting from construction activities. No sanitary wastes will be permitted to enter any drain or watercourse other than sanitary sewers. No sediment, debris, or other substance will be permitted to ' enter sanitary sewers, and reasonable measures will be taken to prevent such materials from entering any drain or watercourse. End of Section r - (JEFFERSON CITY,; MISSOURI) 01500 (WASTEWATER FORCE MAIN -5- 1 I •'it:l° j).. .. ..�' i ,5ft<. C ' '.J � !, ��,,k'. .5 41T �yc�,,.. i. r. � u.R.,.,. 1��,.� "sf _1` "t�`+ .�:� ��r�� ..r.i,�?.�;d? F. _.k' .,:�.:t.'F'�'f'"?...... '�.... .t"�. F.rppaff?�,,;b...ys•. ,j.:'�'k�r""T_ _ .. ��, -- r_ W.- Section 01610 GENERAL EQUIPMENT STIPULATIONS 1. SCOPE. All equipment furnished and installed under this Contract shall conform to the general stipulations set forth in this section, except as otherwise specified in other sections. 2. COORDINATION. Contractor shall coordinate all details of the equip T ment with other related parts of the Work, including verification that all structures, piping, wiring, and equipment components are compatible. Contractor shall be responsible for all structural and other alterations in the Work required to accommodate equipment differing in dimensions or other characteristics from that contemplated in the Contract Drawings or Specifications. 3. MANUFACTURER'S EXPERIENCE. Unless specifically named in the Specifications, a manufacturer shall have furnished equipment of the type and size specified which has been in successful operation for not less than the past 5 years. 4. WORKMANSHIP AND MATERIALS. Contractor shall guarantee all equipment against faulty or inadequate design, improper assembly or erection, w defective workmanship or materials, and leakage, breakage, or other failure. Materials shall be suitable for service conditions. All equipment shall be designed, fabricated, and assembled in accordance with recognized and acceptable engineering and shop practice. Individ- ual parts shall be manufactured to standard sizes and gages so that repair parts, furnished at any time, can be installed in the field. Like parts of duplicate units shall be interchangeable. Equipment shall not have been in service at any time prior to delivery, except as required by tests. A 10. Except where otherwise specified, structural and miscellaneous fabri- cated steel used in equipment shall conform to AISC standards. All structural members shall be designed for shock or vibratory loads. Unless otherwise specified, all steel which will be submerged, all or in part, during normal operation of the equipment shall be at least 1/4 inch thick. 5. LUBRICATION. Equipment shall be adequately lubricated by systems which require attention no more frequently than weekly during continuous operation. Lubrication systems shall not require attention during startup or shutdown and shall not waste lubricants. Lubricants of the types recommended by the equipment manufacturer shall be provided in sufficient quantities to fill all lubricant reservoirs (JEFFERSON CITY, MISSOURI) 01610 (WASTEWATER FORCE MAIN -1- i a k VR�l 2 W1 2.1 5. _�;.� r�`�.t =,;��,��;,„r; ,;,_,��:��Ej. �+�a c{ � �"r'Lti�4�jx };. y:�.°x, cox. q ` „•:,�.r�:��e}/i:�';;`•'y��aaty�t�t��Sd.4��: £,. I` °i r 3 a "j .� t �� S 3" { i d '+ .S', n'. � 3T� ,'t•a . s v � S 4 k;P�'.,~ ,.`;. v t i `y�FLti4� .€,,P,��o o Lt,t)s �"��k* ss •t`;y't �"y.(`�°;"-isf)�'��t�i:y'�,�`.}',`;F•;,,, `'�7 ie �. :�2'i3��lt��1�'^LS�y�,..�Y�'. ^�' � y�S and to replace all consumption during testing, startup, and operation prior to acceptance of equipment by Owner. Unless otherwise specified '` or permitted, the use of synthestic lubricants will not be acceptable. ; Lubrication facilities shall be convenient and accessible. Oil drains and fill openings shall be easily accessible from the normal operating area or platform. Drains shall allow for convenient collection of waste oil in containers from the normal operating area or platform without s" removing the unit from its normal installed position. ;+•� g p • 6. SPECIAL TOOLS AND ACCESSORIES. Equipment requiring periodic repair ' and adjustment shall be furnished complete with all special tools, i} instruments, and accessories required for proper maintenance. Equipment t requiring special devices for lifting or handling shall be furnished complete with those devices. 7. SHOP PAINTING. All steel and iron surfaces shall be protected by suitable paint or coatings applied in the shop. Surfaces which will be inaccessible after assembly shall be protected for the life of the ,;. equipment. Exposed surfaces shall be finished, thoroughly cleaned, and ?; filled as necessary to provide a smooth, uniform base for painting. Electric motors, speed reducers, starters, and other self-contained or enclosed components shall be shop primed or finished with a high-grade, oil-resistant enamel suitable for top coating in the field with an alkyd ;A enamel. Coatings shall be suitable for the environment where the equipment is installed. Surfaces to be painted after installation shall be prepared for painting as recommended by the paint manufacturer for the intended service, and then shop painted with one or more coats of the specified primer. Unless otherwise specified, the shop primer for steel and iron surfaces . shall be Ameron "Amercoat 3153A Universal Primer" Cook "391-N-167 Barrier Primer" , Kop-Coat "340 Gold Primer" , Tnemec "37-77 Chem-Prime" , or Valspar "13-R-28 Chromox Primer" . Machined, polished, and nonferrous surfaces which are not to be painted shall be coated with rust-preventive compound, Houghton "Rust Veto 344" . `dy 8. PREPARATION FOR SHIPMENT. All equipment shall be suitably packaged y` to facilitate handling and protect against damage during transit and storage. All equipment shall be boxed, crated, or otherwise completely .'` enclosed and protected during shipment, handling, and storage. All equipment shall be protected from exposure to the elements and shall be kept dry at all times. Painted surfaces shall be protected against impact, abrasion, discolora- tion, and other damage. Painted surfaces which are damaged prior to . ; acceptance of equipment shall be repainted to the satisfaction of ` Engineer. i Aft (JEFFERSON CITY, MISSOURI) 01610 (WASTEWATER FORCE MAIN ) -2 �r '};i,Y ,a��L' `!�n'..+, •� r �T:_� ?;4'i�..�'l'Y"r �` �, �,1� j?:t� a� Jy f �i�� y} ��'k '�� °�i $ �':�t?"'i,;�'� i ti �. ,'..4 ...... .✓-f'! 'S^vt. ';:fl!tXu ,r.,t+J':: yy >,' ( � -� vsi r�' �a. ' ;a 9`• •�iF '�p .,,av; e�x��+:n. a..:^i e.. �., r.�t� '''�x f vt�v.L ..ei {, fr . �,>,i.. ( l' � tyJ •3',kdfi tw. fi !�r� to 'AG s'� �,7t^ s, t. It z Grease and lubricating oil shall be applied to all bearings and similar items. Each item of equipment shall be tagged or marked as identified in the delivery schedule or on the Shop Drawings. Complete packing lists and '. :4F bills of material shall be included with each shipment. t NO!, r.,t+ NU-y.r 9. STORAGE. Upon delivery, all equipment and materials shall imme- diately be stored and protected until installed in the Work. Pumps, motors, electrical equipment, and all equipment with antifriction or sleeve bearings shall be stored in weathertight structures maintained at a temperature above 60 F. Equipment, controls, and insulation shall be protected against moisture and water damage. All space heaters furnished in equipment shall be connected and operated continuously. Equipment and materials shall not show an y, or h y pitting, rust, decay, � t; tF other deleterious effects of storage when installed in the Work. 10. INSTALLATION AND OPERATION. Equipment shall not be installed or operated except by, or with the guidance of, qualified personnel having the knowledge and experience necessary to obtain proper results. When so specified, or when employees of Contractor or his Subcontractors are not qualified, such personnel shall be field representatives of the �. ' manufacturer of the equipment or materials being installed. Qualified field representatives shall be provided by the equipment (4z manufacturers as required to perform all manufacturer's field services called for in the Specifications. Manufacturer's field representatives shall observe, instruct, guide, and direct Contractor's erection or " installation procedures, or perform an installation check, as required. The field representative shall revisit the site as often as necessary to attain installation satisfactory to Engineer. rs'!. All equipment installed under this Contract, including that furnished by y' Owner or others under se p separate contract shall be laced into successful <ta operation according to the written instructions of the manufacturer or •'' the instructions of the manufacturer's field representative. All r required adjustments, tests, operation checks, and other startup �';y •b activity shall be provided. Acceptance of Work in connection with the installation of equipment furnished by others will be subject to approval of the field representa- tive. Contractor shall be responsible for planning, supervising, and executing the installation of Work, and the approval or acceptance of Engineer or the field representative will not relieve Contractor of ` ? responsibility for defective Work. (JEFFERSON CITY, MISSOURI) 01610 (WASTEWATER FORCE MAIN ) -3- r� � 'Fcb� x } a rs'as � >•, 't' t €+ '�3' Y+y.s.TFi{'}t b, t n �, �> _t '+` gt`�".� ��1�yt ":j'tS 3T� d �t t��+1•`tss'`�t�?t�,U,{{��r :. , � , ,;, r{.`ft � Ts��2�6x�yy%�?��r+��t•:*1"Ti�: SijA"M"1 �, ;( •i .x 'i ± {v L'ro�' kYt:' tp��,qiY" r� "i`C'��'5u�'�;,� �'T}'Y' P�"T r' �ti r t�'r ` 0 '} r � 1.,�1.,:a",�� r5.r 1.y ,f ar •�� 7 a ,Y r+, i' �''` }n s { ' +i �, Wk��rS 1 .>i , sSl �.— ._... - _.. ...Li,__ ...—____.....,a_ssi.:_.�:�.-i• � y .,L.. s::.:.t'",�',.,..t_sr...-�,Srrp..L.wS! 11. OBSERVATION OF PERFORMANCE TESTS. Where the Specifications require the presence of Engineer, initial tests shall be observed or witnessed by Engineer. Owner shall be reimbursed by Contractor for all costs of subsequent visits by Engineer to witness or observe incomplete tests, retesting, or subsequent tests. End of Section (JEFFERSON CITY, MISSOURI) 01610 (WASTEWATEI,FORCE MAIN ) -4- 1�. �; k! N. 1 t^ '�' itiv b'fI ' a�"y tUr'At1:kx 3y;,r'i:$+¢i ytlfi>.�41•s js. �" s ?n.i i:,y' . S!!_ i : ..? ..>......�kM a i ✓ �ridrx�_L.._9L....:tl..._.....«t k>[ti'�_..,- ..... .. :I,....... ...� .._ v'.. :..rte_ ___ .,>vtara L'.._ _. .. _.h ,i: Ai , e• ynC' x�U�,` r�>< ,p};4 t r f t :r�_�L¢`L�' a j�t x" ..��4 t r i t 1',45 ; t�� r 1v�i?.�� ~:+`t y��.��.. i�i5§ .g. `t". Prt ti s},:i•..M1�r�(.#$'c' �,.z:' ,i ' r i r.z �� 3- x ?r. �.�. Section 02200 - EARTHWORK x 1. SCOPE. This section covers earthwork and shall include the t fi� "r x necessary clearing, grubbing, and preparation of the site; removal and ; disposal of all debris; excavation and trenching as required; the han- dling, storage, transportation, and disposal of all excavated material; all necessary sheetin g, shorin g, and p rotection work, preparation of subgrades; pumping and dewatering as necessary or required; protection , of adjacent property; backfilling; pipe embedment; construction of fills and embankments; surfacing and grading; and other appurtenant work. 2. GENERAL REQUIREMENTS. With reference to the terms and conditions of rtj the construction standards for excavations set forth in the OSHA "Safety ` and Health Regulations for Construction" , Chapter XVII of Title 29, CFR, t Part 1926, the Contractor shall employ a competent person and, when ;s necessary, a registered professional engineer, to act upon all pertinent matters of the work of this section. Excavations shall provide adequate working space and clearances for the work to be performed therein and for installation and removal of concrete forms. In no case shall excavation faces be undercut for extended footings. Subgrade surfaces shall be clean and free of loose material of any kind , when concrete is placed thereon. ' Backfilling and construction of fills and embankments during freezing weather shall not be done except by permission of the Engineer. No backfill, fill, or embankment materials shall be installed on frozen surfaces, nor shall frozen materials, snow, or ice be placed in any backfill, fill, or embankment. 3. CLASSIFICATION OF EXCAVATED MATERIALS. No classification of exca- vated materials will be made. Excavation and trenching work shall ' handling subsequent include the removal and subse of all materials excavated q g e . ;' • or otherwise removed in performance of the contract work, regardless of .'° type,the t e character, composition, or condition thereof. P 4. CLEARING. All clearing shall be performed as necessary for access, • stringing of pipeline materials, and construction of the pipeline and di appurtenant structures. 5. BLASTING. Blasting or other use of ,explosives for excavation will j$ not be permitted. t t 6. PRESERVATION OF TREES. No trees shall be removed outside of exca- vated or filled areas, unless their removal is authorized by the Owner. Trees left standing shall be adequately protected from permanent damage by construction operations. i (JEFFERSON CITY, MISSOURI) 02200 (WASTEWATER FORCE MAIN ) -1- pope N a k Y` ! fNj� a 7 "i t 6 tty' 1i}y r �t '�i; r!y •xt? S,.s; :Y,PU'•t•..ark"7ryA.a •a "3 tr $W WI'��kryry h ltd �''�p{r'�tk�s r��tti��Mi?'Y�to ",,+ IJ '4'I 6�.�4^}.••` / � � 7 'K, r . ; ♦ t• x a� 1•tZ uaa �F'},�ar.ylYyc.. ,{ ktl�'ii3�1 J` . ..�,y� c„�r# ti#� d t S y t�� {Y r �$�i x ?nt+'�{{.Ti f�'t�c.t.• /'0}f�� f��,��`. 'd $� r ..}} a '� r�' � n 't u ♦ t t n •t ,a`'i*'3fz�,-„ `�'t` rd } .)` A. �� .�....�t':+S"i� E.Yr� } hiit9 .$..�•..i_ �. __ _ : � 4y._ t .� _ __ _ .rr S.t.. _ l .�_"'.. __ i_ _. � ..rf. ,,dr.'°.1....3�`.•Cb Wi. _.. f.. ""^.""'�".^'•'^""T'."'n.rw.w�," —^.r. —^ta�'��,>r iy}��''"t tj.�r;, �.y`yy'S'�ro-�� 'i '�yT4.4� tt`•tu.•F� i ,� �' v t 5 i rt :tt i � 7 .S 1 t,r Yi e�tt tfi, yT,,� } "^ b• i a.TYFC �ltr .A4.�i.` '`x Pr: l c�i l .ar .$ jr t 4 fi F .e ! �,:1 ty 1 , St ( �" r r .�.+r`>•'(S• 1�r�y, �ii "l+ ,iti�' i t t b t t L+ r y�{��4.•,..�"e.y,` .., 4 ! f`{ i s '� + �� ,r'ik'` p`t�i�.� . ��,i:.��-`�iCs'•Y „� ,t r„z� zi,�y a5K'Y .�u{ k n, C ... ,t: �s ar....i.,... ...x .+.u..,. T' d ''L �'rS t yr�WriY�Y,..t4��..l..v" �tJ..t:�'.'•4rr'JirWrtilMeYGWtl•�M1. tr: r,. 7. UNAUTHORIZED EXCAVATION, Except where otherwise authorized, indicated, or specified, all materials excavated below the bottom of concrete walls, footings, slabs on grade, and foundations shall be replaced, by and at the expense of the Contractor, with concrete placed at the same time and monolithic with the concrete above. 8. DEWATERING. Dewatering equipment shall be provided to remove and E4 dispose of all surface water and groundwater entering excavations, l'i trenches, or other parts of the work. Each excavation shall be kept dry A. continually t.l •., during subgrade preparation and tinually thereafter until the +rrt? structure to be built, or the pipe to be installed therein, is completed ; to the extent that no damage from hydrostatic pressure, flotation, or g Y P ;./. V". other cause will result. s.., All excavations for concrete structures or trenches which extend down to , or below groundwater shall be dewatered by lowering and keeping the n groundwater level beneath such excavations 12 inches or more below the ter . bottom of the excavation. °'•, Surface water shall be diverted or otherwise prevented from entering fib' excavated areas or trenches to the greatest extent possible without a, causing damage to adjacent property. •:- The Contractor shall be responsible for the condition of any pipe or >, conduit which he may use for drainage purposes, and all such pipe or conduit shall be left clean and free of sediment. ,7r a` 9. SHEETING AND SHORING. Except where banks are cut back on a stable slope, excavation for structures and trenches shall be sheeted, braced, and shored, as necessary to prevent caving or sliding. Trench sheeting may be removed only if the pipe strength is sufficient ` to carry trench loads based on trench width to the back of sheeting. Trench sheeting shall not be pulled after backfilling. With the concurrence of the Engineer, sheeting shall be left permanently in the trench. t Where trench sheeting is left in place, such sheeting shall not be � 4 braced against the pipe, but shall be supported in a manner which will w�« preclude concentrated loads or horizontal thrusts on the pipe. Cross braces installed above the pipe to support sheeting may be removed after W4'tl pipe embedment has been completed. zk3 r„ 10. STABILIZATION. Subgrades for concrete structures and trench bottoms shall be firm, dense, and thoroughly compacted and consolidated; shall be free from mud and muck; and shall be sufficiently stable to r,1^. remain firm and intact under the feet of the workmen. ` Subgrades for concrete structures or trench bottoms which are otherwise solid, but which become mucky on top due to construction operations, r`r shall be reinforced with crushed rock or gravel. The stabilizing mate- rial shall be spread and compacted to a depth of not more than 4 inches; k (JEFFERSON CITY, MISSOURI) 02200 $;. (WASTEWATER FORCE MAIN ) -2- FS 4t.�.S"�' 5�••.•�yY'l Y..}t��.. y •'t �d� yn'��r', r q•/y. X.aSy, 1R,[ ' x, t �u:t � i,�a n �� y��-? i r ��tnt 1�� t�;,;.t i} y, L�`�, •;,. . r ��r�,. ��4��,•3 �,'; `�'t ' � �" �•�t+.?`T�,`itl .xx.,t<t° .!�r;��rM:� 1 ate' �� '�i�}�it� tr�,,+� °�'fi dye nYl�ty,,,t�Fe 3 �r�lt�o-•4 )n'��s'3�i`�$ �`Y��Jj�(',Sc I�� P r�1'Ei 5�'��4�,i ti�� i q,;�&i �N�T }r S ,�qe v{ �� S,f�� l• S'��n. ��. �S �"'pr I�{YS '3r1' " � his ?s��`�MG nt a s>rt, j ��4,}4t'V��ra"� k�$�6� b• '�• 2 1 i'h' 7 Sb /rk' Y �,,{ q�. y Y � tt,,,,� j•� '�¢' ,gyp c :"/ +t { zY lam• � �! .? � !,: � t�,.t .(`t r�.4. r .� ..n� �. y"' Cn5� s l � i -�Sj �. tf :f,�,"'�`Yr. • , .., s .f� �' „Ht tc�+f .r? �' ,;i.r.rzv`:,S.T�� .� :sir: t � ' j i �. _ ��11tsxL_1.... . .... ^' .. .. . _. .. � . . '�•R ._ .. w><:..:_t.. M'..r �:a,tsu _ : . 3"�j $a••.�. �.{ >t' ,' t �� .. .. T '�t`• 4n�y 'r :!S� `ti1,R � � n� '(.,�*, l eta; �r�.r c. '. �• air � o � �• ,. . c rr ..i ..r. { l'.. ,l't` !^ �' ;,1�1�R;. lily �.•. '� � ,j` P �i i x s. � "p i .r: 5 u° i. j l )t '��° ' Jti S� ce1`�'�r* 4 F rif:-•� � f'lr�)v�f,6.�4iii}� ��I, C�r• .$�i Yy l�ryy�t ,. i � �t`.ek � h !r 4 F if �4 1[}t 'f1�,}} �. ij M, � ; u't i� �'.it�4 5 ay` Y 1,y♦a�1�� J� '� , [f ff? if the required depth exceeds 4 inches, the material shall be furnished and installed as specified for granular fills. The finished elevation f of stabilized subgrades shall not be above subgrade elevations indicated on the drawings. 'x Fro, 'FEr 11. TRENCH EXCAVATION. No more trench shall be opened in advance of pipe laying than is necessary to expedite the work. Except where tunneling is indicated on the drawings, is specified, or is permitted by the Engineer, all trench excavation shall be open cut from ' 'fipqti the surface. •9'.;;:;; 11.01. Alignment, Grade, and Minimum Cover. The alignment and grade or r elevation of each pipeline shall be fixed and determined from offset stakes . Vertical and horizontal alignment of pipes, and the maximum joint deflection used in connection therewith, shall be in conformity !,'.. with requirements of the section covering installation of pipe. tt 11.02. Limiting Trench Widths, Trenches shall be excavated to a width -.,. which will. provide adequate working space and sidewall clearances for proper pipe installation, jointing, and embedment. Minimum trench ' 3; � widths shall be as follows. Nominal Minimum Minimum Pipe Size Trench Width Sidewall Clearancecs r: inches inches ,�.�. inches t Less than 27 Pipe OD plus 24 12 27 through 60 Pipe OD plus nominal ID/2 r, 1,.{ pipe size OD = Outside diameter _ (or span) of conduit. 4i= ID = Inside diameter (or span) of conduit. Specified minimum sidewall clearances are not minimum average clearances :k but are minimum clear distances which will be required to the trench excavation or the trench protective system. Cutting trench banks on slopes to reduce earth load to prevent sliding g ' and caving shall be used only in areas where the increased trench width will not interfere with surface features or encroach on right-of-way u limits. 11.03. Mechanical Excavation. The use of mechanical equipment will not r:. 'T, be permitted in locations where its operation would cause damage to trees, buildings, culverts, or other existing g utilities, or , structures above or below ground. Iii all such locations, hand excavating methods shall be used. , ;�d!a (JEFFERSON CITY, MISSOURI) 02200 (WASTEWATER FORCE MAIN ) -3- ' r r' { gr;yrx4sit 'c ,. E ,t R,. t��r x FS•t.r, z 2 • , Cck.f t�tF^ �" E�t �ria�.yi'r �� 'ttir tr L.. i � --, t ,? ..,; �) t }.. ! t j P xrxt .�>fdr��r7;�;•��4�''• f f��r �"lCt F f 1 1 . ! I .f i +. J7.r> s'1t}FI 4 �. kb t• y��+q f R1��,�,r�J+�t t tt ,} 1 t 1 ,' .•�r !t� Ft ti.}t t''N ia• 7 � i ' '� �r"` X'I 17}'yr t�•F 4"'�Pi� i�.1? ar�zF {. ' t t: t.r'1 rr:. tt ✓ 1cct�ittl'� �. h�� t i� t r iRpF i d t�rSt •1 ' r'� ' , ttd. �j• � „ �Y�t/�� r[{y !J G f 1 zt , S .r r'.7 . tr �cS C tr•3f4 n 4 ti�ds p�syi 1"v K'St,t, �wz C i,it .h4�rr r` ° ri(A ! Iwlt I GRv7 ''�E•ytzi� �1�'{k,��i r Y�i(�;:y! �.j��4�� y 1.� .t X .,h4J j t L T r�,x '�4j�r��+��',.�•H"a��+! n a,.a d '} i,7,rir>fi S'yhYe {�t�n Vzkr�sP} t.i,� 1 .�y 1 eE r !F� �t i({ Vii,• �1r P t iY�3b} ,[+ 'hr'�.y�Fa r '};!K},�5 brt A'�. E., .t.•. .�[r c , r ..r !.. l,'�T+�x``� 1 �h'�. 9 t � `r,(r. �. ,�}i. Y�r ., 1, ..r¢;y 1 r .i �.,e ./.�j�4t'-•Vito '1JL .n��.r rAt; .. _. .� •, >;, -_ .__. . .. ,'�' _ _ ._ ._ fir. �_....,Tf .., ri.�,1 •.� lea k'��7 ir,.Y,:� J�p� ,l .. �'' }u '..2° .. .. nf,:�, .. �t t;.: ,,S ,, yr i.+f6�°'� .�4a1; t`�;;s•.� y �- s r 4. 'rL�Xf u'� S •�ez�,E'1 j!n' xDJ.•'�'n�(�� C i' j t �i. rc { R# i:J,s•yj A �� '7v`J# {{ it ' iii ��., ' 1 n� � Fr tS✓�t t+ � ,E{{ � r}k.: '` .i r ''e. ` i t r 'ix. . �r: 41�.} �, # { � # ' t `.�' $��.�r �t .�:'�et.�'�u��c7,tisr s�S'4�. a.tl f �`.� r s -•,,.r,F� ti , t. T ��+;�`C,,r_. # �� t' S� ✓ t y�i�1 '�Zi r: 'r.'L i° t t r � t. ...s s' jt " �ej ��''' S " y Yr 3 r. •,{.�' r_a E' 7,� t Sir F1.f . .. f,f c i"�1 �' t a ,.2, N Jf .. r t�"x, � D:. f,: + '�.Y,..u.ktia++M .. ' '.. ..,.. .' . "•.. rnnHi.•L.i:;....,:.. .... ..� ,.....w..+c..�..�r,.a.,:.�.a.......... 3'�.L:.:iriti.!'�:: Mechanical equipment used for trench excavation shall be of a type, design, and construction, and shall be so operated that the rough trench f. 5' kyr,, excavation bottom elevation can be controlled, and that trench alignment is such that pipe, when accurately laid to specified alignment, will be a centered in the trench with adequate sidewall clearance. Undercutting ?. the trench sidewall to obtain sidewall clearance will not be permitted. ''. „f`iJ:A.•-inn. ��.. 11.04. Cutting Concrete, Surface Construction. Cuts in concrete ' pavement and concrete base pavements shall be no larger than necessary �t •.�f;:�;;°°• to provide adequate working apace for proper installation of pipe and ; r appurtenances. Cutting shall be started with a concrete saw in a manner which will provide a clean groove at least 1-1/2 inches deep along each ' • side of the trench and along the perimeter of cute for structures. 'l Concrete pavement and concrete base pavement over trenches excavated for pipelines shall be removed so that a shoulder not less than 6 inches in. width at any point is left between the cut edge of the pavement and the top edge of the trench. Trench width at the bottom shall not be greater arJ3,:;a than at the top and no undercutting will be permitted. Pavement cuts � ra w' shall be made to and between straight or accurately marked curved lines �... '_ which, unless otherwise required, shall be parallel to the center line of the trench. ` JF..w UtSt .:i; •.;.:t" Pavement removed for connections to existing lines or structures shall not be of greater extent than necessary for the installation. Where the trench parallels the length of concrete walks, and the trench r% z location is all or partially under the walk, the entire walk shall be removed and replaced. Where the trench crosses drives, walks, curbs, or other surface construction, the surface construction shall be removed and replaced between existing joints or between saw cuts as specified for pavement. :4' u .; 11.05. Excavation Below Pipe Subgrade. Except where otherwise •:, ;4£-:r;� required, pipe trenches shall be excavated below the underside of the = r pipe, as indicated on Figure 1-02200, to provide for the installation of granular embedment. 11.06. Artificial Foundations in Trenches. Whenever unsuitable or '' . unstable soil conditions are encountered, trenches shall be excavate below grade and the trench bottom shall be brought to grade with suitable material. In such cases, adjustments will be made in the Contract Price in accordance with the provisions of the General Conditions. tk . 11.07. Bell Holes. Bell holes shall provide adequate clearance for tools and methods used in installing pipe. No part of any bell or s tike coupling shall be in contact with the trench bottom, trench walls, or u + granular embedment when the pipe is jointed. �i z. 12. PIPE EMBEDMENT. Embedment materials both below and above the n bottom of the pipe, classes of embedment to be used, and placement and v n (JEFFERSON CITY, MISSOURI) 02200Y (WASTEWATER FORCE MAIN ) -4- � t «.t4t -Sr ;,'�ga. r.,, .. `w'`"'•#rit" tpy ,'' ax.r. .• e�+r•r+r^..r:} -.•il++• . �' ��`�4. ,�i3+��g",y, �{f#�{lu�i� ',`.dr'°��'�t '�+,3.�!i�r tdT�#` Xib�f�F.,��:,� ',•��v,v�: k #a ,!{F x.�,"��xr�5{cn•:�+1`M"��'��i'S'a�Ylf �3`-�t.�Y��A.xh }g� � '5�,� ! t c �'•#+"J.. .'£ J y vi.f 1 St t, <yrt rI'i'YI' r r f 1i{� Sr F�SS t� ,.Ci�?�. c i i1 { r� t, "d. ..Yr S•Yii? P.a.l�-if'r"7..y.,,l'#A'1 ;1�tr'ii 3viµ4b_.-r;;•r�'v t�t.�`' �j>`� ,1 'd 4 �'r.., ��.3 a'�,�r1�t�x'�h 4 t#)t � '��fr J,��k:'+7'a �C�F+�s.a�.� '��`!Y` '',k i�-•" `s" Cat! ` S#[4L �:,..' a f �. r � rvCivi A;4`'�`1':!} , A' r i^i M'U•[ :. .yi)i< , P { f ,?ir � F .j; L l J"t IL q '.et. t-rjGY r'1J ,�tt�rCR, `•4� $j""! zf ��':,�. �"�`"",�. ",.�M}$nr+ ix ' :.J-4 .. r t i r'bt ' , ! ';• { r +''S,r i+f+€�`,�us§ � ",�. �1-�� `q�F�.,t�};��Y •��'r iji`t� �fjy:s��s�'ttl,a;,ir'..eft^ t rs t , dh .�,.° '€; ray.. � pSr �f..r��l�t"�.x rh�^�� +� , .tR v r compaction of embedment materials shall conform to the requirements indicated on Figure 1-02200 and to the following supplementary ': requirements. M Class B bedding shall be used for all steel pipe. Embedment material ' shall contain no cinders, clay lumps, or other material which may cause pipe corrosion. �+ ' 12.01. Embedment for Steel Pipelines. Granular embedment for pipelines � �# shall be pea gravel or crushed rock with rounded or subrounded . 4'ya particles; crushed rock with sharp edges which could cause significant 3: scratching or abrasion of the pipe shall not be used. Inundated sand may be used for granular embedment in locations where the use of water 1 } will cause no damage to adjacent property and where it can be placed and " L properly compacted without damage to the pipe. J Inundated sand, if used for granular embedment, shall conform to the <'r requirements for inundated sand backfill as specified herein. # 12.02. Placement and Compaction. Granular embedment material shall be . . 'a l spread and the surface graded to provide a uniform and continuous #�t support beneath the pipe at all points between bell holes or pipe joints. It will be permissible to slightly disturb the finished �z subgrade surface by withdrawal of pipe slings or other lifting tackle. y it J� After each pipe has been graded, aligned, and placed in final position on the bedding material, and shoved home, sufficient pipe embedment material shall be deposited and compacted under and around each side of the pipe and back of the bell or end thereof to hold the pipe in proper position and alignment during subsequent pipe jointing and embedment '. operations. Embedment material shall be deposited and compacted uniformly and simul- taneously on each side of the pipe to prevent lateral displacement. $:. a` Soil. migration into the embedment material shall be prevented with geotechnical fabric or inundated sand embedment. Geotechnical fabric shall be placed on the trench surfaces and shall completely surround the embedment material. Joints shall be lapped 12 inches. Inundated sand embedment shall comply with the requirements for inundated sand backfill specified herein. I: 12.02.01. Filter Fabric. Filter fabric shall be a nonwoven fabric consisting only of continuous chains of polymeric filaments or yarns of polyester formed into a stable network by needle punching. The fabric R.. shall be inert to commonly encountered chemicals; shall be resistant to t. f 4. (JEFFERSON CITY, MISSOURI) 02200 (WASTEWATER FORCE MAIN ) -5- ,k 'N Ml� 5 jf �`( R4 Y` t. r. ! t j"IVTS "�•T'i 'i i. ' ri 1�,1 �. �rk /�U { .. � 1 t. r. f h f ...( t L J 't"+4 (, tF��t'�• � ."i ,•��f.�.7.ter gefr�±1� Rr : 7 t pl.r tr t .,,.t 4 .t r J � Ry r � � � ++ `�}i< t t+�.lryn?�1`i{Y,CFS Yrt�p 7 ! t Y ?_ til'F� �;1k.y�. ti'iG�Yt TfJI +, f�K ky�h4�r 1 t r � dc + :p.slri! . j r4 rb 1: tS �t •�'}a itr ref}i4�„�'$tlf� 5 �� e`^, 4t l�iS� 3{ n•s 8 {t lti � `i 3 ��'2�L�kk �� . r .3trM1 tS S rr �`xt2 r }t��: .¢ �+ v ih3 : . y ' 3 .,rl {, :r J{��t 1� �`d bt `S t �.• r1 ` Tr +�”{Fi 1}, r�,vt � � { > J' fist �t~e.? r fla}., 3�Z•§.Il ;i;: �: ^,"�'�• `��I 'L.vt,3� fit nP,:rjr t �+r.t�f. �;. + t�ril.i�t ,:: P r•t+};. tY'+ T,j a�z[}1`'v�( .�nei�f..fi�ryi}+t tr��t. '11d tr�.1 . i ��.s }iY 'llr s Rf ,1 1.} l.a�7 ii`b��kf9�1`l'Sl'1f4 `ra � �, �t .. i .i ,r...� ^�. ,�;v�e:99 xs.TJf, 4ett+Ar y q:Sj��`",� 1.h1�C,��tE Ff nr'Ltr'r ry' 1 tr3 u tf}S'r i �iv. :•1�dNiy;1 Sr.i;tL'♦,?g +�;t =.Ss„�>,c¢,��.:�,tr��'� i.. .!%'tc'i`- I_ } ',t.i1r� .-f•;et�1, i,� ,��f r.+�,dY'� Ct�C S�k�1�7<+�'ffk,' t,t� a F 1�rs^ 'i ��... + �+�° t-:Y;,t r�.t "'�`.�kr�i.th•'�.:r ;'� PFf�.. •'' g j, , yy r ,. E �,, r+,Y"'� .. �r.; ,i r;. ! P' r . at t. s'� �Y.�i xPA,��# , d� T'^5jP'. �—•-, .p r'l7t,.... R .RF; ��7'; ti %��t.�TS`t tt ?s �eT s V�: Y�.� rtT a":rf 9i ' is ' t !�1:f^,gT� fktria n'' {�;��.. :r; � ��"CTS`"3�,;N�t'�y1�^,�4z �� t�t'k�l'`.'.w'�'t�T�.A�� lecf�Lti7�;��'>'��T,!'��Y.�`�'}^4�'�k'�k�'�:;,� `S{t�!`�.rl .�''tits'•e�{4;, �a}�': ' y y V ;"'�t 1 ij' e1�,N.+�.{ . .•.t r ai ` pL �' .f. � F{• v. � ' 4, .2>� r'.. b.Sy .L Y..p f F;?r .:�i.y.'b K'�k 'IWi1k.LL..+�•'.i�:ac,l2}.•wY...ii1.+. i i• t SfSt ... t, mildew, rot, ultraviolet light, insects, and rodents; and shall conform r to the following properties: , 9 Minimum Average }' Roll Value (weakest Test Method Unit principal direction) t 4 ProQert�► Fabric Weight ASTM D3776 oz/yd2 5.7 ` t� n Grab Strength ASTM D4632 lb 155 n Grab Elongation ASTM D4632 percent 60 F- hj Mullen Burst ASTM D3786 psi 190 rt Strength Apparent Opening CW-02215 U.S. Standard 70 Size Sieve Size s. . T The filter fabric shall be provided in rolls wrapped with protective covering to protect the fabric from mud, dirt, dust, and debris. Y T Complete descriptive and engineering data for the fabric shall be ; submitted in accordance with the submittals section. Data submitted j< shall include: y} A 12 inch square sample of fabric. Manufacturer's descriptive product data. a Installation instructions. 12.03.. Groundwater Barrier. Continuity of embedment material shall be :.; interrupted by low permeability groundwater barriers to impede passage • sx; of water through the embedment. Groundwater barriers for sewer lines having manholes with cast-in-place bases shall be compacted soil around each manhole, meeting soil classification GC, SC, CL, or ML-CL, Y �;•;;:� compacted to 95 percent of maximum density. Material may be finely r divided, suitable job excavated material, free from stones, organic w. matter, and debris. 13. TRENCH BACKFILL. All trench backfill above pipe embedment shall conform to the following requirements. 13.01. Compacted Backfill. Compacted backfill will be required for the full depth of the trench above the embedment in the following locations: " Where beneath pavements, surfacings, driveways, curbs, gutters, walks, or other surface construction or structures. r: Where in street, road, or highway shoulders. • (JEFFERSON CITY, MISSOURI) 02200 r (WASTEWATER FORCE MAIN ) -6- iP l .Y S{ty +3' ,• s `r�r' # c�a ;f*r a4 � y� Ja<pn t , k'��k• �, t .� f��f��r t '. as a�7H _ �.�+ v. t vh.Y� rs�'I{ °�,,?btn is ':}�•S1 �9 t t r ' tr '.} c 1 �" .r., .F X .!`x w. 171�,�YY•y� �r�.j3 A' r; K t: � -^rte-a�l.7rr` n�� `�. � .t '97w.-—.'°+^p— nvh�`*, ''�1t '.t 4 F r i ,�t�it, ,n 131c t$?tt^ -',2h 4;.. °ik prtZi�ir� :t jks �` '}�j�:C��s�L'>:�,�-.r4t,..5}.}i �, {j t.n",,bzq..'>i`;' hj�r4+4i.�'iiD3!'k�}�bM.b4'9 �s�dA'��i'Ei .'�•''��*� �.�5�+[7itt�tfsratrd4rt% ati► ur►it+d"uiiP�,ii;.�:"`.r. .. .;�'��L�'�FTi�' ' la y In established lawn areas. The top portion of backfill beneath established lawn areas shall be finished with at least 12 inches of topsoil corresponding to, or better :...;t than, that underlying adjoining lawn areas. , r. At the option of the Contractor, compacted backfill may be (a) suitable . job excavated material, (b) inundated sand, or (c) granular material with geotechnical fabric barrier, or (d) graded gravel, as described � �"A below: {rt3; ai 1 ,; .. a. Job Excavated Material. Job excavated material may be used Tor compacted backfill when the job excavated material is finely divided and free from debris, organic material, cinders };} or other corrosive material, and stones larger than 3 inches in greatest dimension. Masses of moist, stiff clay shall not be used. Job excavated materials shall be placed in uniform layers not exceeding 8 inches in uncompacted thickness. Each layer of material shall have the best possible moisture f .. content for satisfactory compaction. The material in each layer shall be wetted or dried as required and thoroughly >. s,..,. mixed to ensure uniform moisture content and adequate Y compaction. Increased layer thickness may be permitted for }, S�;ar noncohesive material if the Contractor demonstrates to the satisfaction of the Engineer that the specified compactedz density will be obtained. The method of compaction and the a'fil,,•� equipment used shall be appropriate for the material to be compacted and shall not transmit damaging shocks to the pipe. Job excavated material shall be compacted to 95 percent of maximum density at optimum moisture content, as determined by ASTM D698 when that test is appropriate, or to 70 percent xt { relative density, as determined by ASTM D4253 and D4254 when those tests are appropriate. !. > b. Inundated Sand. Inundated sand backfill shall be job excavated material or material supplied by the Contractor meeting the requirements specified herein. Sand shall be ' clean, with not more than 25 percent retained on a No. 4 sieve > o. '. and not more than 7 percent passing a No. 200 sieve, and shall r have an effective size between 0.10 mm and 0.30 mm. Sand shall be deposited in, or placed simultaneously with�.. application of, water so that the sand is inundated during L . compaction. During placement, the sand shall be compacted by a mechanical probe type vibrator. Inundated sand shall be «. compacted to 70 percent relative density as determined by ASTM D4253 and D4254. C. Granular Material . Granular material for compacted backfill shall comply with ASTM C33 and shall be coarse aggregate size Number 467 (1-1/2 inch to No. 4) , 5 (1 inch to 112 inch) , ' 56 (1 inch to 318 inch) , or 57 (1 inch to No. 4) , or shall be granular embedment material as specified on Figure 1-02200. (JEFFERSON CITY, MISSOURI) 02200 (WASTEWATER FORCE MAIN ) -7- :rt i : f �"1+',r,till° ;�t lSij4�. a { t . . ! F� �' i2. 1� .4 4 .y r..`,. jt {( n fkt>• ( r ��s s°` ; ,� Set{� .r�4.}. ,�;off t� �;Y�•{ � y ti �.. ' r :,� rl t , ,S d .., 4i"f�bj�{��.,.�k �i r i" +r , $� Sk tN f f }�54 K.jr r+1W :��,,"1.�'S�.`,f!•i4^s L. t„ a'i i :.t„t. ,a ,a".. �., .rt•r:1..� 4 �� ,_i,,',i�. '�,. '��i1'�r,e, �.,.,! ;<c. ,t-!!. ;x,,.,;:,;.�°-'. ,,�'> xy,;,"`.'•.0"'x•,;,.,.t,,,4, ,• � a �"'.'r 7R}yy}}�r3it4 itiryf,A�14 �l ,1,y t7Sf 7E r Y r1 1 s,,h2 cJt! �' Jf ;bt Y''�ih i�S^"� s , i1}f+ t��trw1„y,rr ' �• �i i ';�' Sys, it�,� l�,ut"a �^t�.a t :. ,� 1{3 k ,`; d.,�. 7P r: ,} �r'k�1V tt ofl• �� 3�} '.t �.. �r��t��i�'.t}.,,cj:��'^ x sy r ;J i'r ,.rr .. 7-r iiij r•` "r 7 t -3irr ;;s,�Ws��S�c1'�'t�, ,. �i { �y..�41 (� �.•f.;;��` Mr �"o '. �(' �,s°.3 „d:"g�;�l�,;,Yr1t.�{{,��,�wlt t�rr,�i�i,,t��t"; + ,E r, t'.' `.t?''��R 1��1rr S "v�t4�ft �jj�„�r'�"�{ f* ,1 rG;yy �{b '( }�5,y`�y , >�f>J �{,v 6 'r y•� �rj'(fi.Pyr.�,1` p 4z a�°cstt 4'��{ a y Yl��,�S.r}at s r , �: �`r 1 K,.t? tt�71,w� .'s !\.i X4+1',N'�,`',�.�•'. I r°,' •.a }',ftStyg`U.r' i'Y.� rfr4 r �3�y71s. tip,�4.4�f� `ik'fi,�.4.f#' Y,'�F;,,{}�5f�r sF�r4s::dr 1 y+��i. !. 4. � rrv. "4�y t .l ) .d�: 1, i<�if ,,. !�{� �ti_% } }�i..'�ni r� r t�. ,f ti` v .,fi. ;F.,F..`. ..1 5`r-'+" ! ) tip. .j :4 r G ,�s. C ax lf�c'��•t2 ,� t . .." m�rc'� r�,r� �jj�� i,�t�r(yJt.,�.v .. ^t^i�+�«,�r'tti ...cts s t�� r,>.r '�F .,#,.,., L•�.ti C<y+�tat a[,rr :,ik_� . &+ t-• � r } �p A db rd{..7-��>)� � "4 i P rf t✓ t �� 1+= i ! "751+. '' . nfti', Granular material shall be deposited in uniform layers not exceeding 12 inches in compacted thickness and shall be compacted to 70 percent relative density as determined by ASTM D4253 and D4254 d.,tK{tiif Groundwater barriers specified under pipe embedment shall fi extend to the top of the granular material. At Geotechnical fabric shall be placed between the granular material and the trench wall. Fabric shall be lapped at least «r ` 12 inches at all joints. ' t d. Graded Gravel. Gravel for compacted backfill shall conform to "} the following gradation: , Percent ,�y t Sieve Size by Weight .:4 1 inch 100 85 - 100 3/ h 4 inc - E 50 80 3/8 inch No. 35 - 60 =t 4 No. 40 15 30 5 - 10 {. . No. 200 # ' The gravel mixture shall contain no clay lumps or organic ., matter. The fraction passing the No. 4 sieve shall have a liquid limit not greater than 25 and a plasticity index not greater than 5. Gravel backfill shall be deposited in uniform 4 layers not exceeding 12 inches in Uncompacted thickness. The J . backfill shall be compacted by a suitable vibratory roller or 'b •'{' platform vibrator to not less than 70 percent relative density .;.>•�,. as determined by ASTM D4253 and D4254. Groundwater barriers specified under pipe embedment shall extend to the top of the graded gravel backfill. .�; 13.02. Uncompacted Backfill. Compaction of trench backfill above pipe embedment in locations other than those specified will not be require ?" except to the extent necessary to prevent future settlement. The Contractor shall be responsible for backfill settlement as specified. w Uncompacted earth backfill material to be placed above embedments shall a„ be free of brush, roots more than 2 inches in diameter, debris, cinders, . or other corrosive material, but may contain rubble and detritus from rock excavation, stones, and boulders in certain portions of the trench t depth. V. Uncompacted backfill material above embedments shall be .placed by methods which will not impose excessive concentrated or unbalanced loads, shock, or impact on, and which will not result in displacement of, installed pipe. (JEFFERSON CITY, MISSOURI) 02200 (WASTEWATER FORCE MAIN ) -8- r, t ..,7y, u• '. �n:1t" ir �?x"pay•,;; ';tY; yti;93 n' ;t'f{' y: .?"fi,ytr j� ' �f.Ttn�ti}y, ,i kt�,' N�rct.Tv�'C,djcr�,F'•iLit.� ;� r }{r `' �� } r�: . �9, gryj �,+,'� � t# tfa. �', t� ,t�'��`'.�� ;5•'� �'t G1} k. t •Z i / Compact masses of stiff clay or other consolidated material more than one cubic foot in volume shall not be permitted to fall more than 5 feet .` ` into the trench, unless cushioned by at least 2 feet of loose backfill x x, above pipe embedment. K. No uncompacted trench backfill material containing rocks, or rock exca- vation detritus, shall be placed in the upper 18 inches of the trench, nor shall any stone larger than 8 inches in its greatest dimension be placed within 3 feet of the top of pipe. Large stones may be placed in the remainder of the trench backfill only if well separated and so arranged that no interference with backfill settlement will result. 13.03. Water Settled Earth Backfill. Where water settlement of uncom- pacted earth backfill is permitted, water shall be applied so that effective settlement is obtained with a minimum of water. Trenches , shall not be permitted to overflow. Settlement by water puddling shall ': '. Pf not be done until after the trench has been backfilled to the ground '',_ 'f surface. Water shall be introduced above the pipe embedment through a _.` long pipe nozzle so that disturbance of any granular embedment or '°' ! compacted material will be held to an absolute minimum. Backfill material, to compensate for settlement below surface grade, shall be ;. added as necessary and settled during puddling operations. 14. STRUCTURE BACKFILL. Backfill around structures shall be compacted �.:>,•"k''''''''`' " to the extent necessary to prevent future settlement. Water settlement will be permitted only where no damage to the work could be caused '��" ` thereby. Material for backfill shall be composed of earth only and shall contain `r no wood, grass, roots, broken concrete, stones, trash, or debris of any kind. No tamped or otherwise mechanically compacted backfill shall be deposited or compacted in water. , 15. TESTS. As stipulated in the quality control section, all tests required for preliminary review of materials shall be made by an accept- able independent testing laboratory at the expense of the Contractor. , 1 Two initial gradation tests shall be made for each type of embedment, fill, or backfill material, and one additional gradation test shall be made for each additional 500 tons of each material. Moisture-density f; (Proctor) tests and relative density tests on the materials, and all in-place field density tests, shall be made at the expense of the Owner. 16. DRAINAGE MAINTENANCE. Trenches across roadways, driveways, walks, i `. or other trafficways adjacent to drainage ditches or watercourses shall ` ' not be backfilled prior to completion of backfilling the trench on the • upstream side of the trafficway, to prevent impounding water after the { t pipe has been laid. Bridges and other temporary structures required to maintain traffic across such unfilled trenches shall be constructed and ' maintained by the Contractor. Backfilling shall be done so that water , will not accumulate in unfilled or partially filled trenches. All material deposited in roadway ditches or other watercourses crossed by the line of trench shall be removed immediately after backfilling is (JEFFERSON CITY, MISSOURI) 02200 r'x (WASTEWATER FORCE MAIN ) -9- n t '" '✓ri'zsrv,'4'�;,f M x�x'+� I L:�;i�y�. •, �,' ' �`4.'Jn�°h yY,. r,� T. Z ., ` fit :; '{ �;. 4�af.' S g,F+y,fiEi�v"y�Aii 4 3J r } (= t t V;� ,, 1+ 7 •. t c s •.,, f +f 1 4 X'N all f{tJ t! T. }�' �'�K#t1 V '' .,,* .,i•. t � 1'f V cyfi�{�Pp 5'J>aa �t' yV SAY t i`I}i�j,.;t i �,ta1'k(y .i: � :r� ✓ s .Ys11'V�''t.4`��'TK,'X �y ^r ��;: ly, -rh '` . 1t .1� tr _Ii 5 t.jt `1'S�:!',i 1��'✓. ,� 4�. ut. cFs 'MyyJr �; .7ti�S'..F„,':ri!S' rp ,y;At,S� s �4 r:. ' t ..: „ . {. . , ., .� -.• � .f r.:� Th c �t �� i } �r{5, �;r�et�.l r:�it��'� ' 't 't h ilr N �,^'♦ S' i �',i r��f�rty �,,,`'Y .=�i r4, .tbl,p �° �rrr :,7.�t�., 'a. :;aAX' �.,x 1.;c ; S txi s. y" Y�d. 4A:, s V :�i r Z � 'i3L "]I�x. 3 s 4 `yJ i Z; completed, and the original section, grades, and contours of ditches or watercourses shall be restored. Surface drainage shall not be obstructed longer than necessary. q 17. PROTECTION OF TRENCH BACKFILL IN DRAINAGE COURSES. Where trenches r° are constructed in ditches or other watercourses, backfill shall be =' protected from surface erosion. ;. 18. DISPOSAL OF EXCESS EXCAVATED MATERIALS. Except as otherwise per- . r "' mitted, all excess excavated materials shall be disposed of away from ¢{ the site of the work. Broken concrete and other debris resulting from g P avement or sidewalk removal, excavated rock in excess of the amount permitted to be installed in trench backfill, debris encountered in excavation work, and other similar waste materials shall be disposed of away from the site of the work. ,3 Excess earth from excavations located in unimproved property may be distributed directly over the pipe trench and within the pipeline right- c: . of-way to a maximum depth of 6 inches above the original ground surfacer; 'r 'r elevation at and across the trench and sloping uniformly each way. raterial thus wasted shall be carefully finished with a drag, blade machine, or other suitable tool to a smooth, uniform surface without ' obstructing drainage at any point. Wasting of excess excavated material `. in the above manner will not be permitted where the line of trench ,,,... crosses or is within a railroad P ublic road or highway right-of-way. Y• The disposal of waste and excess excavated materials, including hauling, 't handling, grading, and surfacing, shall be a subsidiary obligation of the Contractor and no separate payment will be made therefor. '. 19. SETTLEMENT. The Contractor shall be responsible for all settlement of backfill, fills, and embankments which may occur within the correction period stipulated in the General Conditions. The Contractor shall make, or cause to be made, all repairs or replace- ments made necessary by settlement within 30 days after notice from the Engineer or the Owner. Y� 20. FINAL GRADING. After other outside work has been finished, and . backfilling and embankments completed and settled, all areas disturbed (t,rr.u3 during construction shall be brought back to preconstruction condition. ,f Final grading shall be smooth, even, and free from clods and stones, :rk weeds, brush, and other debris. All surfaces shall be graded to secure effective drainage. End of Section t S" t1d�i (JEFFERSON CITY, MISSOURI) 02200 f (WASTEWATER FORCE MAIN y -10- �yJ '.�•,�,ST':G'id�,f '�a r;t.4 {j��.j{_,.ry;�+..64ht TMti.,. , ! L�Y'ttY t,` rti 6, r ,.,� ,, 7:.. t ? y . s } .;�'��ttF�y,y�)"f r'`j.`��.-.. k �•�Y ?tt p�� t-C•1�%y. cdas��t+7f3t"-c'�Ye��".��, j �,,t ^.�''"'' .� . 3m.. , .,{}. a`�y,;�t�+Mk'x l��+r��.'Ct��., +� .4 �i '��,� � r,.✓rti �"r'�4 t' t�'� S7 ih �tw '�i��l�t �,}�t�,} ��' Rt5 r tai k rxI t ' ' x `•` ip,,� s � " :�r�ts a s ,tpwtr tt r �2 } r>" �' a4P r , { 'ArfrZ� i ty' +' .� yt�,�` ''�laXp.',�u5•�t 7,�f�,ar�M�? r X 'fatf,f�,'r�� F;..�,rt J x�rl'n�4�� u{�s{,�n''rr-�rra�.�,�' f 9 �_'#9 ` � �:,T• f �i �Y Wflo• ,�t�r ! a �}� Y r[r '4t'l s7,Y r "3f>ti'f°3�ilrWitT" r} )yf rl{ Y i y1 XriM zt j. a �pyE`gi .r� •f �' iv7 r�Y'''` �a t 4��t T t d t r r , i .�l):'t�` ,,'re ` / �i rt'$� � ��rtY'.��",:,rr.,t.,�, 4, S7F�i 'lu.L}'4.�x,�{`t.l�" rrklkN` ��rf�lz j`it .'ri•J�.t�t r.�„ ''r:��?rt`��x{�iTa``"y r " �,{{Kii }.t•, .n(i��is ., 3L�r t' � Y t:i.��"�tt,< �� " r .a7 1 i5'. . `t i!� t�i f.. S� 4s.} r,I2�r�iF�S.i�r•: e 1,� j', 0 ' {. `{4 'y-�R t � � r1� t q {" t " :t .. ." :. .. .. •, r. a,. ."1.S" ' 1' ,s"id7; �T J 3 •r�a 11 ^`r �•i 'c:' t t t1 t at+. y}T f '! 'tit • )�� h ittS rl ht i��d `i Si6.1'f, r'�S7Y`"}tt5 rt�t { t t t. 1 `;�; ...t,;;•'S,C 5 �iS qt a'J-. AiJl h!(�i�A'A�➢4?15f'ljCfY6?,.+Siii">�"F!rnA?t'�,kt^ttixU`its{i4MtH�.rv".l vow¢r:�.azcY+�+"�`SYt:x'AY.�'d#:•M?'!""ttJ'w.yrtvwe+..«.,n,....:�.....«�.,..,...w...,..ur.+.i«..".a.' . 1f l• l -� REINFORCING STEEL M =?c'' WHEN REQUIRED o x oo � 1 1/4 BC az M �• �`? at Q BC+ B" MIN Rg _NOTES : m if 1 . GRANULAR EMBEDMENT MATERIAL SHALL BE CRUSHED ROCK OR PEA GRAVEL . } i COARSE AGGREGATE SIZE NUMBER 7 w I t, ( 1/2" TO NO. 4) ASTM C33. a ENCASEMENT EMBEDMENT MATERIAL SHALL BE m MAY BE PLACED IN LAYERS NOT MORE THAN w PLACED TO 6" DEEP AND COMPACTED AS w FULL SPECIFIED. TRENCH Ln WIDTH 2. HAND PLACED EMBEDMENT SHALL BE ;w � CLASS R FINELY DIVIDED MATERIAL FREE j ti ARCH ENCASEMENT FROM DEBRIS AND STONES. j `'•; M J 3. EMBEDMENT ABOVE THE TOP OF THE .; _ ►, �?�'� PIPE SHALL BE AN UNCOMPACTEDh ' •• �." u. z W LAYER FOR ALL INSTALLATIONS. i Saza�S4c+w'•n��. .. ;tlaw, :. �.ri {�` t v�yY�; r �+ltt9L�5'8...4'ICS'L`�'?!t�%��Wi.��f��a�7�k°+`+'ds� '�°•t�R'#+VL4�ee}+"•iWgv+�s,+w.+.-„+,.... w.., a , ,�g''k i S+. Section 02310 - HORIZONTAL DIRECTIONAL DRILLING I. SCOPE. This section covers the installation of a wastewater force main beneath the Missouri River at the location and to the lines and grades indicated on the drawings. bt The wastewater force main shall be installed by using horizontal directional drilling equipment. tom` L The directionally controlled horizontal drilling operation shall consist . of drilling a small diameter pilot hole along the alignment and at the elevations indicated on the drawings; reaming the pilot hole to a diameter suitable for installation of the prefabricated steel pull sec- tion; installing the prefabricated steel pull section along the reamed hole; and coordinating the connections from the pull section to the `ry ' existing force mains as shown on the detail drawings; all in accordance ` with the specifications. Wastewater flow to the treatment plant shall not be interrupted at any time during the construction period. The construction sequence for F;. connecting the pull section to the existing force mains will be as xfi4 &`a.,:: follows: 1. The existing force main that is not in use exits the northCiS :* side of the pumping station and will be connected to the pull i section. n { 2. Plug valves will be installed on the ends of the pull section allowing the newly connected force main to carry wastewater to the treatment plant. 3. The Owner will operate the necessary valves to direct waste- water flow through the new force main. 4. The existing force main exiting the south side of the pumping station will be connected. Valves will be installed to allow this existing force main to operate without using the pull Y section until such time as this existing force main may become inoperative. Contractor shall furnish and install all necessary pipe, fittings, connections, manholes, valves, appurtenances, and accessories to install j- the pipeline to stations indicated on the drawings. 2. GENERAL. The Contractor shall submit proposed construction opera- r.> t tions and schedules to the Engineer a minimum of 30 days K y prior to begin- ning work. Details shall include types of equipment, construction procedures, material and equipment delivery schedules, type of drilling (JEFFERSON CITY, MISSOURI) 02310 (WASTEWATER FORCE MAIN ) -1- 3 +t ��' ! }' y' 9,,.+�'t•}x'r �3+ti r � . + , .r ' r //t , L' � x Y.4,t �' Naa n{s;•q{;.� '�'p i.t.ji? tt ' i'tbS ° �1.. .r r r tt Y {rC Sh , �. �!;� a#is.,j ��a . f7•}''i,t it� ��tS:! ! ',a'! '. v i t tt,7(S5 'r":. . i �x.,j{��i..�?;:.:• ,�{v R � ' ','.: � ( r ,5x y.,?!`ns.u1^y7,e:+{a r 1 c f dt uf.• J• i; R 2•r ti;+ � v r.,( '�'L,Y'��Y`L, ��,f{,b};�� 'Yl�� r;3!}L\t: .1 '^ �.�t •.5 S h i tt t ' ,� } 1.'� 'F�Ltd t R�[''� . t'� � ��it°” 1�i t�, ��.:.. ! I�' t `,� .t,�"t�+ �.,11`�v.3 T ,t1 tis+ ..t' t: t�{j�4 ��. 7+'}!' .0..� 7' ..1 t't�` ;` t I .• tt ! .� '' v`Yr + "�4 j� 174 fluid, viscosity and weight limits, bit pressures, method of disposal mation. and destination of drilling fluids, and all other pertinent infor 2.01. Lermits �Lnd Ap2Kovals. The U.S. Army Corps of Engineers' river al from the Union Pacific Railroad for the crossing permit and approv pipeline crossing will be obtained by the City of Jefferson City, Missouri. Contractor shall obtain all other necessary permits and f approvals for the river crossing required by the U.S. Amy Corps o Engineers, the U.S. Coast Guard, and any other government agency having jurisdiction. All work performed shall comply with the requirements of the permits and approvals obtained. 2.02. Lie in Clearing, grading, and site access and preparation onstruction operations shall be performed as required. necessary for c tion area located south of 2.03. DrillingSite. A temporary construc the Missouri River has been provided for the erection of the horizontal drilling equipment, and is indicated on the drawings. Additional work space and access may be acquired by Contractor only with the approval of the owner and/or the property owners. The expense of acquiring additional work space shall be borne by the Contractor. 3. DRILLING OPERATION.. The vertical and horizontal alignment shall be determined by careful control and monitoring while drilling the pilot hole. Drilling, ream and pull back, and use of drilling fluids shall be controlled from the indicated drilling site. 3.01. Instrumentation. The Contractor shall at all times provide and y?oN maintain instrumentation which will accurately locate the pilot hole, orsional loads, and measure drilling measuring drill string axial and t T fluid flow discharge rate and pressure. The Engineer will have access to these instruments and their readings at all times. The Contractor shall be responsible for surveying the river crossing. 3.02. Pilot Hole. The pilot hole shall be drilled along the path shown on the plan and profile drawing to the tolerances listed below. Elevation plus 0 feet, minus 10 feet. Alignment plus or minus 20 feet as long as it does not come to -of-way boundary. within 3 feet of the right Curve Radius - No curves will be accepted with a drilled radius less than that shown on plan and profile drawing. For the purposes of this specification, the drilled radius will be calculated over (JEFFERSON CITY, MISSOURI) 02310 (WASTEWATER FORCE MAIN -2- A YN ti. tst 5 t,��L-"e��'Y tl�+�tk !"e�+ kn�?,� k•s.; "`,; i i}r ! ; � k 'i .t � '�{ ! ?'�.{',j f frt�, tt�`k�?.''t '� ''} ar t9,t' �+�6 rl � It !;�'ri i .•tr3i .'�? r � '• a i '. r4 v...Yt45Ff� •`ry�v'�.v;,f, `:{[,s t..2'.�^Rt,-rh,°.L '-,. rh"td�r .7 1 t�}.,�.., ; � '.:':. > 1 ; w• f 1 '� LY3'n r Y �iF Y. any three joint (range 2 drill pipe) segment using the following t ;+ formula: Rdrilled F' (I'drilled/Aavg)*5 7.32 �. u y, Y' Where: Rdrilled drilled radius over Ldrillod '' Ldrilled length drilled, no less than 75 feet and no greater than 100 feet Aavg ° total change in angle over Ldiilled i{;• Entry Point Location - The pilot hole shall initially y penetrate the ground surface at the location shown on the plan and profile :. Y g drawing unless an alternate location is accepted b the Engineer. •��: P Exit Point Location - The pilot hole shall finally penetrate the „ ground surface within plus or minus 10 feet of the alignment shown :. on the plan and profile drawing and within plus 50 feet and minus 0 feet of the length shown on the drawing. . 'x In all cases right-of-way restrictions shall take precedence over the ?' tolerances listed above. Regardless of the tolerance achieved, no pilot n any or all of the P t result w p hole will be accepted if it ill l i pipeline { P being installed in violation of right-of-way restrictions . In all '- cases, concern for adjacent utilities and/or structures shall take precedence over the tolerances listed above. Specification of toler- ances does not relieve the Contractor from responsibility for safe operations or damage to adjacent utilities and structures. ' r•r After the completion of pilot hole drilling, the Contractor shall '1 ` provide a tabulation of coordinates, referenced to the drilled entry point, which accurately describe the location of the pilot hole. r 4. REAMING AND PULL-BACK OPERATION. Upon completion of the pilot hole drilling, the hole shall be enlarged by reaming and the preassembled pipeline pull section installed in the hole. The pipeline shall be preassembled to provide one continuous pulling operation. The pipeline shall be temporarily capped before the pulling operation to prevent any drilling fluid, water, or debris from entering the pipeline. 4.01. Prereaminga. Prereaming operations shall be conducted at the discretion of the Contractor. All provisions of this specification relating to simultaneous reaming and pulling back operations shall also pertain to prereaming operations. 4.02. Pulling Loads . The maximum allowable tensile load imposed on the pipeline pull section shall be equal to 90 percent of the product of the specified minimum yield strength (SMYS) of the pipe and the area of steel in the pipe section. If more than one value is involved for a given pull section, the lesser shall govern. (JEFFERSON CITY, MISSOURI) 02310 (WASTEWATER FORCE MAIN ) -3- rr'r"ti ,�} r ,irxt zipp i's his k i 1 7 Z r t t 7 rr tae sl t. 1 tr" i •�r�,.�r � t�f 5��r�t er• i 1 t r � 7 t '1��;,.'��'o?ltt k:. d' �� ' "5' 'r Ui lT��.�) �k, � r$� ..� 'a .. t t •�( t r t .t v � �}tt t,;� '��Pr"J�C`+h_' . �� 3yi;�.S�rS��'zt ! �9 r t {�}1 ' �t t41 1 '• AQ.F.y 1�' r,I i fit. j ! }.t n Kl i; { 1.L '1}:<� Al"� o f w 66 t3 r 511 .tl in :F t :Sr s : , r1tR 5 1• �". r,c.•,'�t t .� ti�}.jX s�(s�F,� ,� 1'��<e.�'1 ,S�°;�t,'r:.�ksf(�t t P�.�...L !i i s' (r{ .: s ,y! r ri t" G�t,[rt..s. {L?'l,i,�jr s�',�v',.7�qx+'., ' � ct�r.`• ��'�- t?.'��"yr s¢tt „�+� .#� � r t•i` �i'r'. .t �, � ' tl :.:j: i..'s{' t ' ! t, ?�yt,�k�,�l�k y�-t't�ts4td},,{�e',�� r. ) t t r ff.`s P h 'r f. 's :i't � .t. � s^f"-r,; 1.ati �Y'��" • ,�Nt9�1®INeI®IIR� VOMIT g' 4.03. Torsional Stress- A swivel shall be pull section to the reaming used to connect the pipeline _ — assembly to minimize torsional stress imposed on the section. be supported as it Pull Section Support. The pull section shall 4.04. ceeds during pull-back so that it moves freely and the pipe and pro corrosion coating are not damaged. The pull section shall be installed y. 4.05. External Collapse —Pressure e in such a manner that external pressures are in the reamed hole minimized. Any damage to the pipe resulting from external pressure during installation shall be the responsibility of the Contractor. Modification. Buoyancy modification shall be used at 4.06. odification procedure Contractor. Any buoyancy m the discretion of the Contr proposed for use shall be submitted to the Engineer for acceptance. No Eft z,lie Engineer. be used which has not been accepted by t procedure may Contractor is responsible for any damage to the pipeline resulting from buoyancy modification. The pull section shall be Coating Inspection.4.07. Corrosion N.. inspected for holidays with an elect ric holiday detector before the pull-back pr ocess begins. Any coating damage found shall be repaired. n of all drilling fluids proposed FLUIDS. The compositiO . 5. _DRILLING for use shall be submitted to the Engineer for acceptance. No fluid will be appr oved or utilized that does not comply with permit requirements and environmental regulations. transporting sible for procuring, transpo 5.01. Water. Contractor is respon and storing any water required for his operations. Contractor shall employ his best efforts to 5.02. Recirculation. minimize excess drilling fluid by recirculating surface returns. This shall include, but not be limited to, provision of a solids control system sized and configured to remov e spoil from drilling fluid surface system without returns so that the fluid may be returned to the active hindering drilling progress. 5.03. Disposal. Disposal of excess drilling fluids an d spoil shall be OV y of the Contractor and shall be conducted in the responsibility compliance with all environmental regulations right-of-way and workspace agreements, and permit requirements Drilling fluid and spoil disposal procedures p roposed for use shall be submitted to the Engineer for acceptance. No proced ure may be used which has not been accepted by the Engineer. 5.04. Inadvertent Returns. Contrac tor shall employ his best efforts to maintain full annular circulation of d rilling fluids. Drilling fluid exit points shall be returns at locations other than the entry and Contractor minimized. In the event that annular circulation is lost, (JEFFERSON CITY, MISSOURI) 02310 (WASTEWATER FORCE MAIN -4- g gy 3;� "Vgi 1�kf 'in X q q�qr�`yy Iv�5 f v 4s. r�•�lr c d qy- s. .•i. "r;'in i:{I};3<7�:a'h�'�G�''a'•��R�st•.�5, '��.,��1,�''v�,��t `�, t�. ` -'rt r{. ;!,t rky2 r C a. V 1r. i� r}V. ,��t. � .,�. -r��la 1;B°�'�?1.`y3?r:;.p;{. >`�..� .�';q,t�i},5j a r1 it 7 t 4p ' ' •x' t� it � �i1'Cif£��'�'�� .7t:t�'�yt�`rt�r.,y�`•�1y.. `� ��`i�,'."rr y,+,ff..l :,tYk4 s S t'c fi rt.,�i � S YY•t,, s r z .:. ' � � .a� } pi` 1! i r shall take steps to restore circulation. If inadvertent surface returns t l they shall be immediately contained with hand- of drilling fluids occur, 4 placed barriers (i.e. , hay bales, sandbags, silt fences , etc. ) , and collected using pumps, where practicable. If the amount of the surface } return is not great enough to be collected, the affected area shall be flushed with fresh water and the fluid will be allowed to dry and dissipate naturally. if the amount of surface return exceeds that which can be contained with hand-placed barriers, small collection sumps (less than 5 cubic yards) may be used. if the amount of surface return s exceeds that which can be contained and collected in the small sumps, drilling operations will be suspended until surface return volumes can be brought under control. 6. PIPING. Steel conductor pipe shall conform to the steel pipe sec- C tion. 4' 6.01. Pipe Testing. The pipeline shall be tested in accordance with the pipeline pressure and leakage testing section. {, 7. TRANSITION BETWEEN PIPELINE SECTIONS. Following the pressures testing and acceptance of the steel pipeline, the Contractor shall make ;. ' the connection to both ends of the pipeline installed. Contractor shall provide all necessary fittings and appurtenances for the transition S. joints. r„ 8. GEOTECHNICAL INFORMATION. Test hole information represents subsurface characteristics to the extent indicated, and only for the k; point location of the test hole. Each Bidder shall make his own interpretation of the character and condition of the materials which will be encountered between test hole locations. Bidders are advised that any ground water levels noted in the test holes apply only to the x; conditions encountered at the time the test hole was monitored and that ,r the ground water level at the time of construction may vary because of the season, precipitation, surface runoff, and the water level in the Missouri River. Each prospective Bidder shall, at his own expense, make additional surveys and investigations as he may deem necessary to determine Y, materials and conditions , including the effect of ground and surface water, which will affect performance of the Work. 9. SUBMITTAL DATA. Complete Layout drawings, details, and specifi- cations covering river crossing installation procedures and materials shall be submitted in accordance with the procedure set forth in the submittals section. (JEFFERSON CITY, MISSOURI) 02310 (WASTEWATER FORCE MAIN ) -5- e .�—^S,+'"'."*'^'^""�'.."'�'...._-.tb^+ww.rw'°ml,F , �f�a.�'f:�� 'rt3fM# "wr`r .w•ro--. y t } i i+r! ? a r 3 � M r�„aa,y n tC S f t,�,t zY ')t .t r}' yi t o- r iz `f+� ki,filt ff��tvv� (Z a l F } wtcr,�#tgn47.1Y(icr. �• ' r 5{� ,fA'f V i�°iK}�v i 1. �r � ih(�. s � �i { ? • ��M1 � ar. :•,x '!�l +.(i.Jt t{( ? F I,... r ,5t { r i i fh. 1' aC�t tt 7 rL��. Jy, r�.�'4�5 fi �i "`�j i (.. rx .( i ✓ 1 f 1 t tt � Y�71 t 4iu ka'F 1fa' u>sr4). iii cox°•` r,( .,t r. r ;�,i+ ; r! er J ;�,e , i f{, .,i r�CSy. •11{}tf t`Nbj1{ . r iy��Is .�u r rf 1 t w l � k r t:fs l� f i•':C .. r. _.'�� r .r ca,5 I 7.`i l lff'},.?y4d�,t ri` 8-1 ti y i' "' ft y 4 k�rl Jli4 {, 10. ADJACENT UNDERGROUND UTILITIES. Drilling operations will be conducted in a location which contains other underground utilities. Therefore, the Contractor must undertake the following steps Contact the local "one call" system, if available, to determine the presence of any adjacent underground utilities. ' t Verify the location of all adjacent underground utilities, including exposing any utilities which are located within 10 feet of the designed drilled path. r . Modify drilling practices or downhole assemblies to prevent damage to adjacent underground utilities. End of Section tea Wt+tl _ .. (JEFFERSON CITY, MISSOURI) 02310. (WASTEWATER FORCE MAIN ) -6- M„ .'�T.'Fa' hgyt t ° ty •J FIrY,t—.,._.. r{C ryt?r �'�.W y ;t K d � `�n�" L. +�, ��3'��l iyAtNlela"%M`t�iSV'it�'i'f�ltmi�.er+.s►.t� ; t —X Rill fib,iii. Section 02320 - INNERDUCT CONDUITS y C+t 1, SCOPE. The work to be performed under this section shall generally consist of the installation of three cable innerducts within a steel conduit beneath the Missouri River at Jefferson City, Missouri. The conduit will, be installed by horizontal directional drilling. All provisions of Section 02310 shall apply to this section, except as { modified herein. This work shall be conducted concurrently with the n installation of approximately 2,550 feet of 30 inch diameter welded steel force main. Services furnished by Contractor shall be performed in accordance with the best industry practice and the Contract Documents to which this section is hereby attached by Addendum, and shall include a "A{ all labor, equipment, and consumables necessary to accomplish the } following tasks: 1. Clearing, grading, and general site/access preparation necessary for construction operations. 2. Erection of horizontal drilling equipment at the rigsite. s 3. Drilling of a small diameter pilot hole along the alignment �..,.;.,; defined in this section. 4. Reaming the pilot hole, if applicable, to a diameter suitable w :.. for installation of a steel conduit. 07 5. Prefabrication of a steel conduit, if applicable. M!� 6. Installation of a steel conduit within the reamed hole. Abandoned drill pipe satisfying the requirements listed below 1 is acceptable. , w 7. Installation of three cable innerducts within the steel conduit. 8. Installation of access manholes at termination of innerduct s. conduits. ; 9. Cleanup and restoration of all work areas. ',. . 2. PILOT HOLE. Horizontal. directional drilling operations shall be conducted in accordance with Section 02310, except the pilot hole r tolerances which are listed in Paragraph 3.02 of Section 02310. The pilot hole shall be drilled to the tolerances listed below. tt 2.01. Elevation. The elevation of the pilot hole shall be maintained ' fr,. P: V11, at or below the path of the 30 inch force main indicated on the plan and profile drawing. (JEFFERSON CITY, MISSOURI) 02320 ,< (WASTEWATER FORCE MAIN ) -1- C`.'.; f °G};,i114 t,�a =`rl4t �,r yl'. �+} {r+'i 1 ( i4�7(+,Wt: .�++ ."''+•y�it ;.'Mr 'a ji 5 i'.r�t ,.� �L•,rrz±.'t1X,4 d t Jib tY� v;t '.�?'" �} ♦. pry. {�' J: t Q {''.� ( ( r .1 ... c r ,a#''. �� " 4d`k� t F �. -.. A Ft �'e r �c: ,.i i +,;.� ".x. ,-;,,,,Y F..•.i x k �:.c ,i+ . +n,(Y. i*.rti,",s•:?if r,.r•0.,, '.,'ti veE.t+�r1 d1i .R�'A�lr �}�t��l M1 I�T� 4` �I r rt1F�' �.t _ ' iT '"'vT l�i"*'� di5 a:(�`'Sort ."gip" � r, kv}z. �}iy iS ,: n P 'a . p � i4 .. F �u'a�•t r1'Y�F3�,7� Ty',,� ,e��tt r i 4 rFi' i �' :gar, f14~' �' #�rvF:,. t .i�4tf;"LzS$��1 ;.t ti..utt � .,,,y}P' �[ ,. c .� F,tt� L !c trF. fhi p'��`� S�y�Q ,��Y• 1. .,n ,5...mi+i�sir34bW?�rk$izMiYd>iSYntilti 2. F ° s�i . :u412::..r»s.:aA. ii v"4 A 2.02. Aliiment., The alignment of the pilot hole shall be generally c parallel to the alignment of the 30 inch force main indicated on the "• plan and profile drawing. A minimum separation of 10 feet from the path of the 30 inch force main shall be maintained. '' i'r•� '1 2.03. Curve Radius. No curves with a drilled radius less than 500 feet will be aces ted. Curve radius criteria are specified in Section 02310. 5. « 2.04. Entry Point Location. The pilot hole shall initially penetrate the ground surface 10 feet left (upstream) of the entry point location for the 30 inch force main indicated on the plan and profile drawing. 2.05. Exit Point Location. The pilot hole shall finally penetrate the ground surface within plus or minus 10 feet of the designated alignment (staked path) and within plus 50 feet and minus 0 feet of the designated length staked exit g ( point) . The exit point will be staked 10 feet left i (upstream) of the exit point of the 30 inch force main indicated on the plan and profile drawing. 3. MATERIALS. All materials required for the crossing shall beb, :,;.. r1. . supplied by Contractor and shall meet or exceed the following `'.` :F E specifications. 3.01. Steel Conduit. Steel pipe joined by watertight welded or �i t'n threaded connections with an internal diameter suitable to accommodate }' the installation of three 1 inch nominal ID innerducts. Abandoned 5 inch Grade E-75 drill pipe with NC50 tool joints satisfying the above requirements is acceptable. 3,02. Innerduct. A 1.00 inch nominal ID, high density polyethylene ' silicon-impregnated innerduct with relubricated p pull line. Innerduct •`r:: shall be supplied on three separate reels in lengths to ensure that no splices will be required. Innerduct shall be subject to approval by Owner. Approved Vendors: ' ± Dura Line Corporation - Silicore smoothwall HDPE (P34) , SDR-9, 1.049 inch ID, 1.282 inch OD with Slickline pull rope. Integral Corporation - Prelubricated Cablecon Standard Wall, 1.145 inch ID, 1.315 inch OD with Slickline pull rope. 4. INNERDUCT INSTALLATION. Tensile load shall not exceed 1 000 pounds when pulling innerduct. Common pulling rates average approximately ry ,? 100 feet per minute. A swivel shall be used to prevent spiraling of innerduct during installation. �r'}N Care shall be taken to pull additional innerduct during installation to compensate for the natural stretch of the innerduct being pulled. ' Shrinkage will vary with outside temperature versus temperature of steel s conduit and pulling tension. It is recommended that 10 extra feet be k; + (JEFFERSON CITY, MISSOURI) 02320 (WASTEWATER FORCE MAIN ) -2- •(rrE lz+ ; N.7. •�i+z•s!FtL;"• ,WSJ Ft„r^5 v'�.ty1c}r j "a' ' '7 ,."tt. 5... �� *rN,S��i �7 �}7j1!''a7,,F'a ;r••""�ri�c{[� c� t.) +. q�att� �� {*tfi 3{� zr�"d rF. `.! ��q�' +C,r 5'-Fj i ,k'i� � �I 5�`i.1. ! +5,4 , •t'��Y\ k•�!y% r �'� �'szh i iea 67 ti 33�.r.,SS 1'A trr t�,rrrt S �}y!el. �. r zS$t •rr t a. �` � �F �'ty�s` *elf �i'�,`� �`"�''"�t+r;�'4�, dti"�'�* y�',• r r $.fir t. rg tF" .r. 4ervrL .,f�'':vk'�'� ,�F�AY,�r.`ynf�v'Si+F.'i:,.4 u •'k F , � .t Y s„�¢�PiS:�. Nq iced}�>a*"7�•�- �� vF"�r r I9r{'< �, 55 f oy .r ;; •�pf�� v�� a?F�4}"'ttd`y},8�15(hh �� i�,2 x k r Y •, ••((F' ,x F s Y f .r°1tjY' I f'P,�'7,( xh i?jY 5 .Ly' az '` ail i .'�5 Ny1,!�.:'.x fz :� `T' R ' .Yl $ �w`3•u vfir4. !� �nsf `r rl rir �F��z?�1 ' 7� �`�•5�y��r�S'f"'i.S+rl`>�nyyaz 0.4,�{4� � . Fes,. +. ..�' •�`� a�5 t � ;�r s �f,4f1 r�n f� d.,b. � - zg�� l.f 3� r.f �t��n: ar {jCV ..'S 'L" � :, , +�_{. 'S 1 fi. 7 .".1 IC- .e.s ai �.�t .•/ S't 15 j 1 t ry� 'r e::.:.{. }F � e't.a .}.?' r Y 1�"•,'.f, "m '$a;g '' -tit;" ;�F. rr 1 :.i+• ):.i�r•s... 101.1 45 .7 '! fi ` Ya � �a rcrc-S` :: i' t ;� tai°' S e ,• t r�.s h !�� t" ,�,, `M:. vx � �yz�'+ypd� • �k��a �,� r t�,(+ E yy .itA ',EY,ry",n,ft c ist�`��P�{f!'..Y i i H ;��` r� �" �Y�„''S#�" u. ~'�y"�q�lrp rd'ry�C�rr+t�'�'T��i'��y�},•�k�'�rF �r't�zl ��Y:G} �•`tl�i lf:c,.tt.�'."�i �t�i 1�'�,��.�`��;{ '+,, �i ;- left on either end of steel conduit. In addition, sufficient pull line rr,,! e<<";: shall be left to eliminate pull line creeping back into the innerduct. A pulling harness which is capable of pulling multiple innerducts with a ?� 4< ' threaded pulling eye or some type of plug or dowel that fits into each i ?: innerduct shall be used. The swivel can be installed between the pull line and the attachment point to the pulling harness. The ends of the .r.,u innerducts may be staggered to keep the overall diameter of the pulling tic assembly within the inside diameter of the steel conduit. The innerduct shall be supplied on three separate reels and the reels ' placed in line, with one feeding over the other to eliminate twisting. '.` Innerducts shall be fed through a chute or leader guard to protect them scraping against the edge of the steel conduit. When P g ainst g g pulling com- mences, an approved lubricant shall be applied to the innerducts to ease ;g+ , . friction. The innerducts shall be kept free of water and sealed after pulling is completed. Care shall be taken not to allow the pull line to biz' disappear into the innerduct. 5. ACCESS MANIiOLES. An access manhole shall be constructed at each end ' of the innerduct conduit. The access manholes shall be similar to the fit;j valve manholes detail on Sheet 3 of 5 of the Contract Drawings, except • the precast concrete riser shall be 4'-0" inside diameter. 5.01. Elevation. The conduit shall enter the access manhole at a minimum depth of 4 feet below the ground elevation. The conduit shall ,:- not extend more than 3 inches into the access manhole. 5.02. Location. The access manhole on the south side of the Missouri River shall be located approximately 10 feet upstream of the 30 inch wastewater force main drill hole entrance and 15 feet south of the "Wye spur" railroad track or approximately 25 feet downstation of the. entry `> point called out on Sheet 1 of 5. z, The access manhole on the north side of the Missouri River shall be located approximately 10 feet upstream of the 30 inch wastewater force main drill hole exit point at approximately Station 23+30. The access manhole must be installed within the permanent easement. re End of Section (JEFFERSON CITY, MISSOURI) 02320 (WASTEWATER FORCE MAIN ) -3- ''�, �tY .,�, a xi .�}�{.;.%..r.�i{;;�E ,,t Ft .£,,f � jet 3 rti. ; i=:yt,�r;,,.,, z )��tc�.�,.:. 3'�1tv+.as;v,• t t i' +7o d C��,y�. �� T4� 1p e,''�jlr)7 S 's.z; ;r �' S f v2 } t' C' y,, +,r ,3 <��r '�'IrN-�tr�.�'1Yxt•}��fai •a v'•"s A L ;I'.�t t(,if y},s�J §r.Xf l 't i.. Ur�t !kr'ct yy.. �-„ i .')I j's�fiul �. + ti a�� {t ,� I ` tr,` ;,�.� T tC+Tr f,a Jk t:o A r➢ r Pjt t' 'S is ! �y � � xr. �� nl" ��tr�'?t'�i r '�i S .ii+. >T C�1� t �u..rr e S r { , S� 4s, .1�� e r t'p!��•.j, .r { e r'd�?}y�1}}st€`'�f ; + � u'��f�� r 1+"' �,.a' + ."''cS. P Jpt� �rl +tatl Xklt•�, '�l t 41 f l t °xikt4a °3rr� .c pZ;. 'i� •e. d. t ,��: tn,. u'�. ,du`r.-; -.1 1 t aii; "frtr'��'�rsAfyy�i r Section 02605 - VALVE MANHOLES 1. SCOPE. This section covers valve manholes. Valve manholes shall be constructed complete with covers, steps , fittings, and other appurtenances, in accordance with the details indicated on the drawings. 2. GENERAL. At the option of the Contractor, valve manholes may be constructed with cast-in-place concrete bases or precast concrete (developed) bases as indicated on the drawings. 3. MATERIALS. 4 Cast-in-Place Concrete Materials, handling, forms, finishing, curing, and other work as specified in the concrete section. Precast Concrete Riser and Circular, uniform outside Base Sections diameter; ASTM C478, except as modified herein. Minimum Wall Thickness 1/12 of inside diameter, plus one inch. Reinforcement ASTM 0478. Precast Concrete Adjusting Circular, ASTM C478, with shear Rings keys. Nonshrinking Grout Cormix "Supreme" , L&M "Crystex" , Master Builders "Masterflow 713 Grout" or "Set-Grout" , Sauereisen Cements "F-100 Level . Fill Grout" , UPCO "Upcon Super s. Flow" , or U.S. Grout "Five Star Grout" . �6. Resilient Manhole/Pipe A-Lock "Manhole Pipe Seal" Connectors or Dura-Tech "Dura-Seal" . Mastic rill Butyl rubber compatible with resilient connector material. C (JEFFERSON CITY, MISSOURI) 02605 (WASTEWATER FORCE MAIN ) -1- IN 4 Z y a '� ✓ r �'n ��+ V '�'p t{ 2'?•t�f''�� :,. K { y r {� i.aq� .ia�i �� !!+/Qg y.. ,'? ��'�,��ryr i�r,��. ' y r .. w.i; Rr: �' . '° , t� T.5 4. t.L �'<r F r.(d r. .�.: < 'v .,"a�'7,.it":!v r`✓/s ri.�su3 ��,r � �t» r s ,r�� .ya'x+ti .! `...��'Ul�t!'{�tyt'>? �M?1 Gf'S*Ntri '�'�Sx 1•r v. �$,,*A�`tir.7� a .�r t w S F f �F Gaskets If Mastic Fed Spec SS-S-210; Hamilton-Kent ` "Kent-Seal No. 2" , Sheller-Globe f ,.. "Tac-rite" Or K.T. Snyder "Ram-Nek" . Cross-sectional area rf as recommended by manhole manu- facturer. Rubber ASTM C361, Section 6.9.1, except gasket shall be synthetic, with hardness of 40 plus or minus 5 when measured by ASTM D2240, Type A durometer. Natural rubber will not be acceptable. Coal Tar Paint Kop-Coat "Bitumastic Super Service Black" , Tnemec 1146-449 {? 4' Heavy Duty Black" , or Valspar "35-J-10 Hi-Build Bituminous y Coating" �4 U Castings ASTM A48, Class 35B or better. Manhole Rings Jefferson City, Missouri, .z and Covers Standard Manhole Cover and Frame. See Figure 1-02605. Manhole Steps Clay and Bailey "No. 2102" or f Neenah "R-1980-J" . €`ta 4. MANUFACTURE. The first riser sections for use with cast-in-place '..( bases shall be provided with horseshoe-shaped boxouts as shown on the manhole detail on sheet 3 of the contract drawings. Precast base sections shall be provided with circular openings, with continuous, circular, resilient connectors cast into the wall. ,r. �. Precast sections may be provided with lifting notches on the inside : ? faces of walls to facilitate handling. Lifting notches shall be not more than 3 inches deep; holes extending through the wall will not be acceptable. 5. DELIVERY. Precast concrete sections shall not be delivered to the job until representative concrete control cylinders have attained a 'xw strength of at least 80 percent of the specified minimum. 6. HANDLING. Precast concrete sections shall be handled carefully and shall not be bumped or dropped. Hooks shall not be permitted to come in contact with joint surfaces. N L. (JEFFERSON CITY, MISSOURI) 02605 (WASTEWATER FORCE MAIN ) -2- 4i +�rt' c .��~ ' +.� !s> , vF � .l S.. y.,, .} . .. jy. �5' i � :i�kF.t .;,i! ,� ,:,s•. :a+., � ,'�,£ ya +' „j, � ik r0.t';N.i•i, kkj,�, c, t-�f8” 6+ s-;, 7. INSPECTION. Precast concrete sections shall be inspected when delivered and all cracked or otherwise visibly defective units rejected. 8. CONSTRUCTION. 8.01. Bases. If. cast-in-place concrete bases are used, concrete shall s be placed on undisturbed earth in accordance with applicable require- ments of the concrete section. If precast concrete (developed) bases are used, the subgrade materials E " . ' shall be excavated to undisturbed earth and to a uniform elevation which will permit at least 4 inches of granular embedment material, as speci- fied in the earthwork section, to be installed and compacted. The ' surface of the granular material shall be carefully graded and the base section accurately set so that pipes will be on proper line and grade. The elevation of the granular material shall be adjusted as required 54 until proper grade and alignment of the base section has been attained. No wedging or blocking under precast concrete bases will be permitted. ., 8.02. Riser Sections. Circular precast sections shall be provided with , :'. a rubber or mastic gasket to seal joints between sections. Mastic y-. ft gaskets shall be used only at temperature recommended by the manu- :;facturer. Lifting notches in manhole walls shall be filled with nonshrinking grout. t� Manhole steps shall be cast in, or shall be grouted into prepared holes with nonshrinking grout. Embedded legs shall be cut if required to pre- vent protruding through the manhole wall. k4; 9. DRAWINGS AND DATA. Drawings and data covering precast concrete z` sections and castings shall be submitted in accordance with the sub- mittals section. � End of Section stY" f 'W (JEFFERSON CITY, MISSOURI) 02605 (WASTEWATER FORCE MAIN ) -3- �',' {' tr{y�,qay �+ rFr d, c t r ftx-rf �t�?I�}'"k� ..��t�'��ri x��t$ }� ��,, t'm,�fyts,• �.r a'. � ffdc"�4'��il g, A'a�,j ��F r ,�+lr.,l( � ri',? t ,�r}tF., Sf la.,rT S�tj�ty+ t,t rrt jq.L 1. �Ot�+ vr,4y�y�� 3I,i�•xi� Y^h r • V4f� � .r{ i .�.L4 tt r v t , �, j' "��7i `�. ..y �,4 ' �" }-Syy'f�iro� >' 4f rT.e' {} i,{pt } 1,1�t. f i rt •_� r T � {.ilk 9 �� t„*{•{I.E'F. ,t j s�• � r iw r z �r iw.tt rlS } a . ig}a'it�N�/i ;t ,31R'•,r '�'�'�u��?!K�`}LYt.f:}ir 7t. t j 1tr s°� 'r '� t t'? t�c Ja?'{'C f{�'ri7_ .{- a t r r ,.{,1t,}t��tSl 's�`p1,`�' �•,yt, k � :�'� .,> � ,4�ti;�'4�f ti J ri a , r.} t"t.F+'t t� Slu:t1 t, �, r �,t3��sro,tt r t,,.tt "� n i tt' fi• 4 i ➢l? ,s?t '� �. �W� � tt.•yfi f4 J e i4Et ctS � 't'ti i?r �,�{ t b�„�i, iY .ii � ,� �' t �i�!I�j�`,$t ',�� !}} �j�4 �4��rs�! sJ' £fit '� ;� {� t ?1�ti t E �?��5�}'tttiiy�tt> �'r'(1� t✓}�iltt�•G(r` el P'T p a 'xgg' 4y?t X✓5 } t Y.'�' { � }�,� try J t�{nom t� �•r,�.��k.`. � !? .�' >x� Y'4ua}f'r�,t�tf},(' r.�t r trt y<t�i� �.t �ti��,rrvt��,�11�tn�f��Fi°��r��at�op��y��r '• f t..,yt t r � � � �, s;�t �r,4,t94 tAi., .t'aK f d:{ r i ti K• a!`aa,`�I .c�, ,zt t t� _ 2;.. �`F ,•. tt } ;� ..r ��4 � '.}.�'��„I�tZ .'.r,F,rsNZ�.X: ,ar tz Cnvlf�mi ho� ��? {5+f rr r ry R4,wm5 4vk ¢ J.4 1,. 'I r7 3 y F �Sii�ry.r 4��6 0 uj lJJ p;1 �r • y ILL Q) • , .��• CC i }{ ,,. . t a,cn . � ui • .,. �ii c\j LL c, ' - cr MANHOLE COVER AND FRAME t �� • c _ 0 1' d g Ft >ttiki;F„ y. �q r. •, y �? � rk� y�� i r t i r } �k. ` � ,yt� { �'u.Sr•}tye.tf4';FFrI�'1>�7•� �'��}Ct��f�l•{}i'!r tb��r.�j � t }'': i� �. "!li..t��a°Sn{�'ij Sf�.�`..,rrY•1.�.,,}.y��;4 ��, g7 ��G t y� .' t ci,�lhy 1�.. }r>a' i'�"p�•{ '.t ,1t'rr.. e r r `� - (`t 1r{'i.F5if6�^1?7.4�' { ..{.7 ' r\• ..j .k,;g', `' r'h+Ylir rl `' t Yi t t {t +fi arij�§2txqG:;� w +;off+"� • ,ri;y jT.J 1 ii`,6y?3+ ,.�4�Nfu =e,eyT:xtiti r Jt ,lit <j .tt tit 'a ft tki �. rt tt�'�rl�t��'F•y Mfiy'.�aiXe��'4•�,y'%. �:�f";'� �� 'S. _ S.,kr�y�',y ',!��rzp.'tr�fi:�>;<�yS�hT yt�lt t y at t .f- � r ray t o t y � Y 4 a .hlAA i } Sr ,�,r�.h,*Y}+�'u G7''��. `l` '• is7i 2tr'•�'fi'+" ..'t(� ,� i{ x �9�•j}' 4 rT rk}}'ky�.l r{`ic) � t S :.F F c. � 1 F rf yy E{ri�t`�vrr «w�. 7,,r t`+,� uC�?%'' � .l�h•1r n, ft �&��'•l��'�y9�r.,t �t.k s� t t. .�' t� ti .J l.t. •�r 'R..4 t•}�,�'�(ni'�iuc'}'�ti��.##�'�4��i�.. .rya' 9:Y�� ; yy k. ,}' {t:7 77 � r �`rly.L�. {s t rJr f i� �srr't r 'vr �.�'.��tz'r+�� t�' '($ •J• '�� x �, u��N t�{xykt+ bit ' � t i F„ a� { 7 tF rq�: S �tyn e.^�• �t;��' « , [ {1y r :35 ,s r� ryt) r t t ;. {� : ', if ir,+'�1, yi,r+.J•.�'ti�5af't 1r2 n:'`�S,fC'4',d} ;} ��k`� t' Ly + {rt •'ki . ry •'` fp.• n.,�A•{'"�x'f}� f .•�. Y ) t i t : r. }k�:, 't ,rz,�f;��J •�� :4+ :. y {; .sy s '*}}"'} *,t 'i} '�'.1+"'�F 'S Section 02621 - STEEL PIPE 1. SCOPE. This section covers steel pipe to be used as the farce main pipeline to be installed beneath the Missouri River, including all connection piping. The steel piping shall be installed by the horizontal directional drilling method, which is covered in the horizontal directional drilling section. Piping shall be assembled, welded, inspected, and tested in the area north of the Missouri River indicated on the drawings, prior to instal- , k U lation beneath the river. y Steel piping shall be furnished and installed complete with all fittings, specials, jointing materials, appurtenances, and accessories indicated on the drawings or otherwise required for proper installation F. and functioning of the piping. ' 2. GOVERNING STANDARDS. Except as modified or supplemented herein, all steel pipe, fittings, and specials shall conform to the applicable w` requirements of the following standards: } ANSIJAWWA Standards Title I.� q - C200 Steel Water Pipe 6 Inches and Larger C206 Field Welding of Steel Water Pipe C207 Steel Pipe Flanges for Waterworks Service - Sizes 4 Inches Through *` 144 Inches k , C210 Liquid Epoxy Coating Systems for Interior and Exterior of Steel Water Pipelines 'r C213 Fusion-Bonded Epoxy Coating for the Interior and Exterior of Steel Water }.4 Pipelines ys ANSI Standard B18.2.1 Square and Hex Bolts and Screws ^A` ANSI/ASME Standards B1.1 Unified Inch Screw Threads B18.2.2 Square and Hex Nuts >w (JEFFERSON CITY, MISSOURI) 02621 (WASTEWATER FORCE MAIN ) -1- Tm I' t M r: �Ii •r J a $}_ " fi nt�� y'�tihtG,'*r h('t N xl.'="i.r�.•fNyiv�i.k14}>9�Y'A4'Ft Sj ..�'y.:�i t"t^''hSd�}*,,�,r '"^�.sy�?f {7��,.cw}�y1'�t .;1j;t.fi": 9�yi tn{t+', .'i .3+ •iv`1+-�•��" c•yh"L� �Cti��• �c Ya.. k tti7 B36.10 Welded and Seamless Wrought Steel Pipe 3. BASIS OF DESIGN. Steel pipe, fittings, and specials may be either fabricated or mill type. In either case, all items shall be fabricated to the sizes, dimensions, and shapes indicated on the drawings or speci- fied herein. :,a.• r..` Ih. The specified size of fabricated pipe, fittings, and specials shall be the nominal inside diameter, in inches. The specified size of mill pipe, fittings, and specials shall be the nominal pipe size as set forth in A,�SI/ASME B36.10. tl r� 3.01. Pine Wall Thickness. All pipe shall have a wall thickness as indicated in the following table: f Minimum Material ASTM Size Wall Working Shop Test Designation of Pine Service Thickness Pressure Pressure and Grade s� r inches inch psi psi !¢ 24 Connection 0.250 75 125 A139, Grade B Piping 30 Connection 0.250 75 125 A139, Grade B ` Piping 30 Pipeline 0.500 75 125 A139, Grade B (Pull Section) .< 3.02. Fitting Dimensions. Unless otherwise permitted by the Engineer, the dimensions of steel pipe fittings shall conform to the requirements of ANSI/AWWA C208. 3.03. Reinforcement of Fittings and Specials. All bends, fittings, t branch connections, reducers, and special sections shall be reinforced, or the wall thickness shall be increased, so that the combined stresses due to internal pressure (circumferential and longitudinal) and bending ` will not exceed 67 percent of the yield strength of the pipe material. a ; Whether or not indicated on the drawings, reinforcements or additional ` wall thickness shall be provided as required to ensure that the combined stresses do not exceed the specified maximum. Unless otherwise indicat- ed or directed, the internal pressure shall be the specified shop test pressure for the piping adjacent to the item in question, and the dead load shall be equal to the pipe full of water. 'uy Wall thicknesses of reducing sections shall be not less than the .A required thicknesses for the larger ends. (JEFFERSON CITY, MISSOURI) 02621 (WASTEWATER FORCE MAIN ) -2- � 1H ,S 1•f.'}'d .t hf�, �'.�N '� t.1A �' 7ii G .�y;l �TY ��,ay��< v..�'r.'}.-g. ,i �4 3�F', yr F''�{�"�••��if� 4��p. ...}'� :•.r '4 �k•. .i #{^ 'f < - ".,. t "�.,. �� te• v` at�.r is a 1 ' ..a:9+ +•.Alt :C.yy h, .. t � .i y Y • `r��ry �{ �� .�� a�}'tsr 3a s U°!y'i<'� �a '+�}p 4 f tfYy 3�ai ,s^t. �v: 3.04. Joints. Acceptable joints of the type indicated on the drawings �tYY?�ft. and as specified herein shall be provided for all pipe installations in the locations indicated or accepted by the Engineer. 4. MATERIALS. e� �1 Pipe, Fittings, ANSI/AWWA C200. and Specials Flanged Joints y�} Flanges ANSI/AWWA C207, slip-on, except ' where otherwise permitted or ^ r.s required. Dimensions and ANSI/AWWA C207, Class D, Table 1 Drilling or Table 2, except where otherwise required. rr;<? Gaskets ANSI/AWWA C207, full face type, John Crane "Style 999" neoprene, i 1/8 inch thick, for field test ;..y pressures up to 250 psi. The a products of other manufacturers li and other products of the sl manufacturer named herein will ; t ' Y not be acceptable unless a ;:. certificate of product suit- x ? ability is submitted as set f' forth in the Drawings and Data �...' paragraph herein. , Insulated Flanges Flanges Flanges as specified herein, except bolt holes shall be enlarged as required to accept bolt insulating sleeves. S ,. ; Insulation Kits As manufactured by Central Plastics or PSI Industries. Insulating Type E, pyrox lE glass rein- Gaskets forced epoxy, 1/8 inch thick, u; . with Buna-N sealing element. Bolt Insulating Mylar, 1/32 inch thick. Sleeves .;R Insulating Phenolic laminate, 1/8 inch -s s. ' Washers thick, one for each flange bolt. a :2 (JEFFERSON CITY, MISSOURI) 02621 (WASTEWATER FORCE MAIN Now ," ,`13,t' ' •: X• U� y4� {v.' .,Y r t K.S i 2 3+� tl r.'t�tt th'v�'jd�.�r"� s,"f f�' ,tjft gi J. r ; "i �r.�s,�r rru,.�h p.rct �•;}, � f y . , , .. Y t ? f S .+ t w e,x ti ' �`��: `f yy r��."r' x k "') a .st e t 1 f 2 + i°t� psi.. �� 2 y s ..�'• t��v� 't�'*;i �` �,� �atT> >i }�t y Y "h f , � ? ylr��,�f,�"r 30.;;::: �}yt^;t%j �`7 ,� � v t 1 t ra+D ,r3 a ft m-��f¢n�<�.r '✓�, �4 rs ' i �^ �+,� d.'" �'•�y 'i WSJ +°il,...;�t+7f,J,}..,sY 3+ jrti '�`+�+».i n SS t,h{. t t t e, s�5{tt�i,$tUL.r ,i�f 'f xk{ui�y t r i G•y 'Y ��, !i �. gt.� .�iCa f h�br x s;.+�1�3v!....�e tf(t'�'{' `"i�`3�p nJ•�.p ".•�: 1 Y. Tf. `i2 xtdlii x3 aei� 1� I i +{ , { VZ• a A r l < y} 3 z� �f l}�f tf" L' 1�•��i. ,y�. �,3•Ev f 1 5rtt b�LS tt�v.. r .c 7, p St t f I '(t��3M1 �p$ sk ?ti .•_t , t>y'�''ry''� �J .�Sb�,f � �t 4 it t!t�'x f 1 •,t .R 6�*'`v f c�,x �t ilk xq j r?`f r S Tt Yt 3'•2k U M .'t ff �;y� •�,� � y,{, t .+,Yt .c� 11 i t 1 I K !'" i r x J`�,7 y T tG x.}s4 � �' � n . a �5.1.•G�',� ��y,�'�1& 3#. �+ial�at.y�,�1fi=�4rf 2{a t 3 tb�' � f � •�r�t`�`r 4 lif }t �u''�t ,�Y}��i�r 1� ��V ` �� t}. *y{r {j. �r !`�*Y lit y��1 , ;��,�� f tf ��'k�,t �h� �t+, s•� �µ+'+vn },'� �,'7�'}, �i'i. �:f� 'W '�y . 't yy ,U•_ c,+i' �tpltt��t 9S! + r /1F t .'� y(°!rte. �•y rt{ Y Vy 'hrs:.'�7 :Yf h .. ;Pr'u YSfK nr5 `{s ilf l r:+t gyp. Y �` 2 $C Iy. s �• •f � / ''� c� .! rt �h. .i?:9 ;�f 7 .� te. sa �S'U't<tk��4 t t,� t'�,}�+'"�$P '�' 4 i {.. .� ' ' 4Y; }a ?iC{` t ,�•."t. ` iix {.�'+a.!z.l.!f V '.}.:t.+. .;�,"�'�"�°" �' ''� hoc' �.; 4 ��r�'�+.=•�+�t�• j,CC�. �M I��+ �.�itFStns�4�o��'�+R�+r�lr*'�d I Backing Washers Steel, 1/8 inch thick, two for each flange bolt. ,. Flange Bolting Material ANSI/AWWA 0207. Type Bolt and nut; bolt-stud and two n nuts permitted for one inch and larger. h Bolts and Bolt-Studs Length Such that ends project 1/4 to 1/2 inch beyond surface of nuts. n Yr Ends Chamfered or rounded. ? Threading ANSI/ASME B1.1, coarse thread 17 Y ;° series, Class 2A fit. Bolt-studs may be threaded full length. ;} Bolt Head Dimensions ANSI B18.2.1; regular pattern for square, heavy pattern for hexagonal. Nuts Hexagonal. Dimensions ANSI/ASME B18.2.2, heavy, semi- finished pattern. Threading ANSI/ASME B1.1, coarse thread r series, Class 2B fit. ' Mechanical Couplings Baker "Series 200" , Dresser }. "Style 38" , or Smith Blair S u "411 Flexible Coupling" ; without pipe stop. a;s , Flanged Coupling Adapters Dresser "Style 128" or Smith Blair "913" ; with anchor studs of sufficient size and number to withstand test pressure. : Coatings and Linings ~' Fusion-Bonded Epoxy ANSI/AWWA C213; Skotchkote "206N" or "150" , or equal. Epoxy Based Polymer Concrete "Powercrete" . +`r (JEFFERSON CITY, MISSOURI) 02621 (WASTEWATER FORCE MAIN ) -4- a r. I :l ,S,Y.'r an J LY ,,,a e. ;•� a y �. :r.: ��°` .4�:, r,.:'. •'try,' !' ,s� � «:ih .��'fd 'T t '" ,'r' �! ` '.�,2 t1 w' t;,• t .usw .lq�,y.;:V'. .(=,;�1. w 1y,}r+l' ' ,''SsK;;rv,,�,�a'�y .a e r t ;`�� 'k a, �t w} ) z � '..1 $ ,n'f 3 k.: x•.-A .+�'+4r•'�.h xtr �r r �. (�if.* �y� 7 m k}x,� Fp: `r�t?k�'� t{JL�' 'rx t n� u ;' Yrt'1�'t ty �x•�{�R� f>'`�� - ,� �'•.. , ,qr �' S�. } 1-.{! y' t� t i i.SiA,t r { ,i. s '.., 'r., ry .ei 1. �1. h.>1^`� . . � +y RW} ��}�r�l t.�`r ",6 x`,:t r •qr >:,. �•�j�R¢"'N[k�'r+{MitMkttiiiw++uhain•t L�rlddolw�+a q Y W:V� 1 f fS� llmeron "Amercoat 3153A Universal <n'y' Rust-Inhibitive Primer primer" , Cook "391-N-167 Barrier ' Primer" , K°P- Coat "340 Gold ,. ., " Tnemec "37-77 Chem- Primer , �. Prime" , or valspar "13-R-28 Chromox Primer" . x Houghton "Rust veto 344" . Rust-Preventive Compound g . x ANSIJAWWA C210. ; s Liquid Epoxy ; t as otherwise indicated or performed +}'A"'•'r� 5. SHOP INSPECTION AND TESTING. Except t i.neer, all materials furnished and work p 9 , acceptable to the Eng y i e manufacturer in accordance shall be inspected and tested b the pipe with ANSZJAWWA C200. . All costs in connection with such inspection an shall be borne by the Contractor. testing Copies of all test reports shall be submitted as set forth in the .� $F" submittals section. .;! pipe after delivery ) . s The Owner reserves the right to sample and test any t, t, reject all pipe represented by any sample which fails to comply and to re j .Yy with the specified requirements. r+ 5.01. Ortner's Insp_____ction at the Shog• If the om under°Section ;I � . any work performed or materials furnished, as permitted 1.4 of ANSI C200, all costs in connection with the Owner's v' aid for by the Owner. Additional weld test specimens t;, y inspector will be p shall be furnished to the Owner's inspector for an independent testing r £.: of the Owner's inspector, a laboratory whenever, in the judgment ua; �'`•''``� satisfactory weld is not being made. Test specimens shall also e furnished when the Owner's inspector desires. The entire cost °fates, 'u and testing of such additional specimen p inspecting, specimen is obtaining, insp g welds, or materials will be borne by the owner. Z any sp found not to conform to the specified requirements, materials s ecimen will be rejected. The expense of all { :hY represented by t P anal specimens to comply with subsequent tests, due to failure of prig P the specifications, shall be the responsibility of the Contractor. '� �'• tor at the fabricating shop � Work to be p erformed by the Owner's inspec 5 , will include checking of flange alignment after welding to .t a pipe. .: z.= . specified tests and submitting :�t„ , •s� t. to making o In addition r witnessing all sp reports to the Engineer and Owner as may be required, the owner's s inspector will make written reports to the Contractor concerning all materials rejected, noting the reason for each rejection. a provide inspections, "y inspection by theeContractortof�his responsibilty to provide ` shall not relieve the perform the work in accordance with the Contract materials and p Documents. h, MISSOURI) 02621 (JEFFERSON CITY, -5- (WASTEWATER FORCE MAIN ) c j it, q f k� •+ rA C- tii , � ..,,r,# }'�l+��E��7�,�''vfS/afl}itCyva ..,'S'M'}i��l�, pry} is . , yet. 'it r •`1 1 1. `'.t">{��vt��dr.a�(.'T+'`fic { Si } W kA A3;[[5 t,i5 rt �t� 4A r H t't'}tl xft s x A t �b i f' pta tF _ •a ,�) rN;kFri ;Sr ��}r �YrG�+iq-' 2 r� §bt� l� t[}'rt � ` rtSJC' xAr j. r,�h�, r�� F%11td{X.43 r" )rat '��3'2 st,F�,k ssy.�4��c} �.� ..t <� . 1 , � rr �� 1'.>• "+�''I. h r'�` pqr• mqq ^k J�, ,,� .' �.r'°��',}.a ,� r R �Ttk +Ars. .s r t �n IN C*44 yi 4r 5.02. Welding Procedures, Welder Qualifications, and Testing. All welding procedures, welders, welding operators, and tackers shall be ° { qualified in accordance with AWS D1.1 and as defined in ANSI/AWWA C206. All qualifications shall be in accordance with all-position pipe tests .`; as defined in Section 5 of AWS D1.1. All shop welds on steel pipe and fittings shall be ultrasonically tested by the fabricator, by qualified and certified operators. Shop Fultrasonic weld tests shall be in accordance with Section 9 of API 5L, 37th Edition. All costs for shop ultrasonic testing shall be paid for u by the Contractor. One copy of all ultrasonic test reports shall be furnished to the Contractor and the Engineer. ' Personnel performing visual inspection of welds shall be qualified and currently certified as Certified Welding Inspectors (CWI) in accordance with AWS C1, Standard for Q Qualification and Certification of Welding " Inspectors. Personnel performing ultrasonic and radiographic tests ' shall be qualified and certified to the requirements of SNT-TC-lA; NDT Level II. Radiographic Inspectors shall be supervised by an NDT Level ' III inspector. Nondestructive examination procedures shall be submitted in accordance with the requirements of the submittals section at the time welding procedures are submitted. Records of inspection, nondestructive examination, and material certification shall be furnished to the Engineer. All costs for shop weld inspection shall be paid for by the Contractor. '4 1„ 6. ENDS OF SECTIONS. g 6.01. For Field Welding. Ends of pipe, fittings, and specials for joints butt-welded in the field shall have the ends beveled for butt { welding in accordance with the governing standards. I Welding procedures, joint types, and joint tolerances for field. fit-up shall adhere strictly to the project's Welding Procedure Specifications (WPS) and Procedure Qualification Records (PQR) . The WPS shall include preheating existing pipeline surfaces to 225 F and the use of low hydrogen materials and processes if the existing steel pipe material is not identified. ' 6.02. For Mechanical CODUIingS. Ends to be joined by mechanical . couplings shall be plain end type in accordance with the governing ' standard. In addition, the welds on ends to be joined by couplings ' without pipe stops shall be ground flush to permit slipping the coupling in at least one direction to clear the pipe. joint. (JEFFERSON CITY, MISSOURI) 02621 (WASTEWATER FORCE MAIN ) -6- F v 1 r.. � 4��.� �'y�(��.i'"s�i�iar25�'� S{n ��''�a�i 12 CGS/ i fit�} i:.✓tF t FiY� w.t xi..4 q(�y ,�t� F ar•, rt�e�r }�as tr�5`�'iM ��4 tSJ��'��'��, ��r�4�'� f�' r i P vA s:7 i � �+� rod r1�YA {.; { .d' i t� 't 11 ! i ri}l:"1�•^fi ..$+� ��r<� •EiS� '��k�t"�ih�uE,{i �,§(f T y t.:5t' � � �� :ra 5 '7 t :;y �y1.2� r+4`ic;,s,:� � j. Liaii�yYkry��i�.d+} '�,^�'i�s�,,,,, •k�7•�. ��^�4�eG��5� �A.yak+idrSyK'�3.5w1w+7'wJ,1+ui+r,�wi"raw.lkk' + r { .. ��'�r5f�M5kt lxi�,it3wa} iA r ?! 6.03. For Flaked Coupling Ad_apters. Ends to be fitted with flanged ` coupling adapters shall be plain end type in accordance with the govern- ing standard for mechanical couplings. Welds shall be ground flush to ' permit installation of the coupling, and holes shall be field drilled at the proper location for anchor. studs. 7. SEAMS. Except for seamless mill-type pipe, all piping shall be made from steel plates rolled into cylinders or sections thereof with the vt longitudinal seams butt-welded. There shall be not more than two longitudinal seams. Girth seams shall be butt-welded and shall be !6 spaced not closer than 10 feet apart except in specials and fittings. .,tJ,,. 8. PIPE LENGTHS. Straight pipe sections shall be double random lengths unless otherwise indicated on the drawings. r ` 9. FLANGED JOINTS. Flange faces shall be normal to the pipe axis, .' Angular deflection (layback) of the flange faces shall not exceed the ,spr ;..: allowable set forth in Section 4.3 of ANSI/AWWA C207. All flanges, after welding to the pipe, shall be refaced, if necessary, to prevent distortion of connecting valve bodies from excessive flange bolt 'r tightening and to prevent leakage at the joint. £. Pipe lengths and dimensions and drillings of flanges shall be coordi- nated with the lengths and flanges for valves, pumps, and other equip- �'• ment to be installed in the piping. All mating flanges shall have the same diameter and drilling and shall be suitable for the pressures to which they will be subjected. Flanges shall be of the slip-on type, except that welding-neck or slip-on flanges welded to short lengths of pipe shall be used where installation of flanges in the field is permitted or required. ' Insulated flanged joints shall be installed where indicated on the drawings. In addition to one full-faced insulating gasket, the flange insulating assembly for each insulated flanged joint shall consist of 1 J;4 one full-length sleeve, one insulating washer, and two backing washers ° for each flange bolt. The ID of the insulating gasket shall be 1/8 inch 'H less than the ID of the flange in which it is installed. The insulated flanged joint accessories shall be installed in accordance with the ' instructions and recommendations of the manufacturer. . 10. MECHANICAL COUPLINGS. The middle ring of each mechanical coupling shall have a thickness at least equal to the wall thickness specified herein for the size of pipe on which the coupling is to be used. The length of each middle ring shall be not less than 10 inches for 36 inch and larger pipe and not less than 7 inches for pipe smaller than 36 inch size. " The interior surfaces of the middle rings of all mechanical couplings and the remaining surfaces of all components of submerged or buried r' mechanical couplings, including bolts, nuts, and washers, shall be tt'< prepared for painting in accordance with instructions of the paint (JEFFERSON CITY, MISSOURI) 02621 �t (WASTEWATER FORCE MAIN ) -7- r 77777 r e {,", 4• +r'K.�i}x -'z rho} "•, {f !-r+ 'C"�Y ,��C�j r it �,+.;k �1 ,fit y.}§:, } t ) . t.t . "�' 7ir'- } +' 1#'y��'i, drr�' �t �e �r•M1` s 5 r.^' t r Vi. r y i + R 3r ii t�§t3''a,,f,.��FC, k V k } y� r e: .,t st' �+.�i R�t� 7ye� .Sl t�, � .. x .� t s, ;� ..,.4`� ✓•,7 i .w � r � � � n na4+�.� ,: �� i ��bH� 9�r!i�,a^�ofi'v54tb57'Y- .2St wf?¢''aM '4J .✓rt'.� �nt.ir K ..s�R.o'�!� xt"'{�l4 t !,a'1. 1 t 99 manufacturer and shall then be coated with liquid epoxy in accordance with ANSI/AWWA C210. The remaining components of mechanical couplings which are to be installed in exposed or interior locations shall be cleaned and shop primed with the manufacturer's standard rust-inhibitive . z91 primer. r: 11. WELDED JOINTS. All welds shall be sound and free from unacceptable imperfections such as slag inclusion, undercut, lack of fusion, cracks, ' concavity, crevices, and excessive reinforcement; shall have tensile strength across the weld not less than that of the thinner of the r connected sections; and shall be watertight. Full depth penetration butt welds shall be used for all welded joints in pipe assemblies and in the fabrication of bends and other specials. Field welding procedures shall be furnished in accordance with Section 3.2 of ANSI/AWWA 0206. } 5 A yield point determination of a welded joint shall be made by an independent testing laboratory at the beginning of the Work. All costs for laboratory testing shall be "f y g paid for by the Contractor. • 11.01. Inspection and Testing. Shop inspection and testing shall be in 4 accordance with the shop inspection and testing provisions herein, -� Field weld test specimens shall be furnished to the Engineer for testing b independent testing y an endent p g laboratory whenever, in the judgment of .the Engineer, a satisfactory weld is not being made. Test specimens shall tis also be furnished when the Engineer desires. All costs for this testing will be paid for by the Owner. ^l 12. FLANGED COUPLING ADAPTERS. Flanged coupling adapters shall be installed in accordance with the coupling manufacturer's recommenda- tions. After the pipe is in place and all bolts have been properly tightened, the location of holes for the anchor studs shall be deter- '^ mined and field drilled. Hole diameter shall be not more than 1/8 inch { larger than the diameter of the stud projection. Anchor stud holes shall extend completely through the pipe wall and lining material. VA The inner surfaces of the coupling shall be prepared for painting in accordance with instructions of the paint manufacturer and shall then be z-' coated with liquid epoxy in accordance with ANSI/AWWA C210. The remaining surfaces, except flange mating surfaces, shall be cleaned and shop primed with the manufacturer's standard rust-inhibitive primer. 13. PROTECTIVE COATINGS AND LININGS. All steel pipe, fittings, spe- cials, wall fittings, and accessories shall be lined, coated, or wrapped as specified herein. (JEFFERSON CITY, MISSOURI) 02621 (WASTEWATER FORCE MAIN ) -g_ t. S� x'r$�r14'C:'.✓i'i• :tfi��C�4`��+i� 7.. .d r. ,5 )" A�4 Y YY• . a � * l 3s' `";�S !vd��y Y x9`�';....�j'G�'�+•�a,{ L. r�,i'k,}Pr s ,&'r'zu ��q�, a'tar�t'a,;+t""*N'��4 °'t '}b`'�s'•�tiA'�r} ��R p �� '�i f A M j� fipN ` r 5 .,x.� 4• � � ` s �et �N.rt�.��j}�'.f,5 i� �.. s t �yt '4 !1 t7 1• .A � k 4 !r e I s 13.01. Type of Coatin and Limn&• Surface preparation shall be in accordance with the coating or lining manufacturer's instructions. Types of protective coating and lining shall be as follows: f Exterior Surfaces Pull Section 20-22 mils fusion-bonded epoxy, ANSI/AWWA C213, with an over- f coating of 80 mile of epoxy based polymer concrete. Connection Piping 20-22 mils fusion-bonded epoxy, ANSI/AWWA C213. 20-22 mils fusion-bonded epoxy, Interior Surfaces ANSI/AWWA C213. r.;S �e r ! Pipe Joints v Couplings Shop coating as specified for each type of coupling. Field coating as specified for ends of sections. �n. Ends of Sections As specified herein. ,n Machined Surfaces Ru st-preventive compound. 13.02. Field Repair of Coatings and Linings. Entry into the pipeline for application of interior linings to unlined ends shall be from open 'J. ends. ' Field repair of shop-applied exterior coatings and interior linings ..,n shall conform to the following: For Field-Welded Joints Hold back coating and lining + Fusion-Bonded Epoxy ;f 1-1/2 inches from joint. Field repair in accordance with '. ANSI/AWWA C213. ' Epoxy Based Hold back coating and lining 'r Polymer Concrete 1-1/2 inches from joint. Field repair in accordance with ANSI/AWWA C210. For Flanged Joints Extend lining to ends of pipe. Field repair in accordance with ANSI/AWWA C213. r r; (JEFFERSON CITY, MISSOURI) 02621 (WASTEWATER FORCE MAIN ) -9- i:�' t . y.+ri �,°• S. .n; �4! a%b t i ±��,+z, it 'Y�^4�"f s n �� aei �hs. i 't5; l,,y+ e_. ,'o :?r _ �..."` iwsa��____.z�, ..r•.. '�,• l `, _. . ,.... .. ..!f. .!�.,° .. _ .•'a*ir a..„. _.!'�r�"' ,r," ..�i z `�....—�.�*_` !__.r..__.._ r}. .m . .ar. H4� t�ff,7:;., r ....�, i 1rh' '{,•a7}rk'}+s..,.r .,rJ ; z s:.t t Si.�.'t ' F.�.,, ..{e'T ,✓k •45 p s r',n. * :41r �. iy`:{, .:r� � il}"N.�i �Y� i A,� � Ce,��A! t7'i��M1k4�} 1 � ,J 'l.. �•,.,�,'.'�Y+w,h n}'4 •� S 14�I�F'ti ,,�� fy'. .� � i I I. ` .e`j{�jr"S��t`,,�� t�Y,y?r��y bt �4�� 1, ��,cl5tts:;`^� r�3 i•{�tir�y x�,�,,4+��iSf.'14' x'51r� � `�.�+' �Hm g '•'t,� Ey 1 t For Mechanically Coupled Joints Liquid, Epoxy Shop coating in accordance with ;: . ANSI/AWWA C210. Field coat ' exterior surfaces with 35 mil dry film thickness of thixo- tropic coal tar. Repair of 0 '�. lining at joints not required. Ri �.; 13.03. Field Ins e:ction. All shop-applied exterior coatings on pipe, " fittings, or specials shall be electrically inspected for holidays and s other defects before the pull-back process begins, and shall be repaired ,r ;v.. if necessary. rt Inspection and repair of exterior coatings shall be performed by and at the expense of the Contractor, after receipt of the pipe, fittings, or •' specials on the job and before installation. Electrical inspection of � 'i•, exterior coatings after installation of the pipe, fitting, or special in the trench shall be made where, in the opinion of the Engineer, the coating may have been damaged by handling during installation. u,-W 14. HANDLING. Pipe, fittings, specials, and appurtenances shall at all times be handled and stored in a manner that will ensure installation in ` t,.;. sound, undamaged condition. 15. CLEANING. The interior of all pipe and fittings shall be thoroughly cleaned of all foreign matter before being installed and y shall be kept clean until the work has been accepted. ,i. ;:. Precautions shall be taken to ensure that foreign matter does not enter the pipe during jointing, lining repair, or inspection operations. 16. ALIGNMENT AND GRADE. Pipelines or runs intended to be straight shall be laid straight. Maximiun joint openings and deflections shall be as recommended by the pipe manufacturer. In welded pipe, deflections up :< r. to 4-112 degrees may be made by shop-mitering one end of one pipe. Deflections up to 22-1/2 degrees may be made by shop-mitering the ends of two adjacent sections of pipe by equal amounts. Deflections greater than 22-1/2 degrees shall be made by use of fabricated bends. WA 17. INSTALLATION. Steel pipe shall be installed in accordance with the horizontal directional drilling section and as indicated on the drawings. -Y 17.01. Flanged Joints. Care shall be taken in bolting flanged joints Y ' s so that there is no restraint on the opposite end of the piece which would prevent pressure from being evenly and uniformly applied upon the gasket. The pipe or fitting must be free to move in any direction while bolting. Bolts shall be gradually tightened in a crisscross pattern, to ensure a uniform rate of gasket compression around the entire flange. (JEFFERSON CITY, MISSOURI) 02621 ' (WASTEWATER FORCE MAIN ) -10- 5 atlx1`' tit7•�f'' t)+'. /. ref iM + 1 (� is Lky yt t.t r?3 €'Kbe�=h u .�'?i•, {`.'f,S c 't t y S 1 v�`pl?'I•�P 7,t.��. S t r'T r l y.t}a t C�.fr` utNi FL a t'"+4�"a•�r l;;,�i t�rttLt �� °(��,}±#A�'i Li$.h,�rJ 1rl,5�•�j;4� p ,3'4 ..n \. � 4..7.�`, rid• i �,�r � �'4 k; � �ayy�t It.r �,` +.�2;, y .,w�ttt r'Jl._ t 'lI! ..�_M�._._�_.. ..,., �f� ,. F . . .. ._ _, .L"' h t _ J r�'?1"Yl"i....•t 'rF�M-Y�N"=' .Ja'i'`r .r116w. T' 4' `(d 4�� t '"7 i; >4'k,r� �. j� � J ,iSS?v< t � t tY t yq � g•. F�,rna)� lI }^tY*;z.� �,.xl, „E,.�. �� .r �� }P 1� a� ..�• �,(�A 4`� S :7� ��1'\7R SY 7..Hdp ttr�y�l��1 }y��i•�� " 72y g:: fir, sr;; .�.t•t.ri1;.3 1 18. CONNECTIONS WITH EXISTING PIPING. Connections between new work and existing piping shall be made using fittings suitable for the conditions ''. encountered. Connection with the existing force mains shall be made g; without disrupting flow through the force main to the wastewater ' treatment plant. Suggested connection sequence is described in the horizontal directional drilling section. ' Contractor shall preheat all welding surfaces to 225 F prior to welding r new work to existing pipelines. Low hydrogen welding processes shall be used in all connections between new work and existing pipelines. ' 19. HYDROSTATIC TESTS. After installation, steel piping shall be tested for defective workmanship and materials by being subjected to a l2, hydrostatic test as specified in the pressure and leakage testing section. j_�- q�i 20. LEAKAGE. All steel piping shall be watertight and free from leaks. Each leak which is discovered within the correction period stipulated in y?; the General Conditions shall be repaired by and at the expense of the Contractor. g . 21. DRAWINGS AND DATA. Drawings, specifications, installation sched- ules, welding procedures and welders' qualifications, nondestructive test inspector's qualifications, the Welding Procedure Specifications ' _. (WPS) and Procedure Qualification Records (PQR) for each welding process and joint type used in the work, and other data showing complete details of the fabrication, construction weld locations joint details and t certification, and installation of pipe, fittings, specials, and connections, together with complete data covering all materials proposed for use, shall be submitted in accordance with the submittals section. Submittals shall indicate the ASTM designation for the material from " which each class of pipe is fabricated. N End of Section S .j . �Y \ I t� f �r e (JEFFERSON CITY, MISSOURI) 02621 (WASTEWATER FORCE MAIN ) -11- l p.,1�y�. AIW �• '^ `,,,{ JJari t S z t t 4'ti ) r a ti 1 t.c'ir t �r Yvt' rt t ,Y'" m, �`, },. r s i ``�tr t� ;4•.r.;t:.;�s,,;. ? t4, r .f'r}r z J;fj'}i a's t'J^}� '' �+yr,� rf d � ��>wk�all+srt,t�`�y� �7� a1r } �t s ! ti •rtP .S.r}.�t t rr t St r ae °� � d' r rrtt'A''7x�'"�r'`r� �', .: +`�,�A5�, .` .k•� �'k? i r�'f. j�+ #'t: y � ...�1 i t `7 !r ... �ti9i�s+�}��,�� .: Zv i k �`;.'fi,. e r'?'i. Y�,.[[((}t'{}}r?;Ltt iyt,`4 t7k.� !'i'fr ( 1; y 711tc A. r, ini 4,`,`�(!t+':S'. •t ft< ",r p+ ..,� ` ��ri Cr��)Lt� s .i�4�r t?",)Y,J�r ry�. � .� 14 .;t.. � h.r. Yr_i✓r +.��tz! s � t�lr:b� k FY t( sh ,a. _ � ,. �� _., � •. � ._ ___ � . �r+a. ... .` {. ,� .Y`+�as'YLi � ._��I�.�:.'fa_ �� ...::: d �f�,7 �7 4 J ;a S i to'Sfr t,aa.tr�&�rY. •.fir w"`' „}r�; r. � ��: �ro ti r c .! ?. .�.a.# r i,�� ga t7 � .r r , .r ittS:Yfe"�yhfy96 � s�'Yd r i3}y n:P ( �t � a Ib Sep { ,�l N't7`.,�)t} �� T`r>?�J l�s x*f !"{S U.. z'lY k��•U ss�. yt 'tA,�P'�`.aS� }J�. ��f� �+ 1Vi ,`�' `tt rt ( 1 >. y � AO le 1 s A A A u F E A " Tee Crose D •.y Lateral 94 dep. 45-deg min; 75-dog max Angle C .�1 v A2 or 0 - Tan Angle tj.. •,tif _ _ N2 , tl True bye-40 dog 2-Place Elbow 0-30 dog 3419co El bow A%a 31-60 deg Tan " Angle e ' 4 u a, ' 4-Piece Elbow Reducer 61-90 dog � f DIMENSIONS IN INCHES bowe Lateral True Nye Reducer Tee (45-73 deg) (90 deal wo- hree- Four- Mominal Cross Piece Piece Piece Cone "µr Dia. A+A (0-30 (31- 0 (6190 G A'' Run Outlet Run Outlet E• F deg) deg) deg) % A+A A D E C A 12 6.S 3 4 13 6.5 13 1S 4 4. 6.5 7 3.5 5 5 s 9 6 16 6 16 15 14.5 I'f 1 r; p 16 9 is 22 17.5 9 4.5 S.5 5. 9 Y. 1 25.s 20.5 11 0 22 it 22 5 6.5 6.5 S li 14 1 y. 12 24 12 24 30 'S 14 6 5 7.5 7.5 14 16 x 14 28 14 28 33 15 is 16 30 1.) 30 36.5 30 is 6.5 ® s 19 16.5 33 39 32 16.5 7 s.S s.5 to 20 20 96 1s 36 43 35 is ® 9.5 9.5 1s 22 10 10 20 22 40 20 40 46 37.5 24 24 44 22 44 49.5 40.5 22 9 11 11 22 10 15 15 25 30 30 50 25 50 59 49 25 36 56 28 56 04 60 10 1s 42 42 62 31 62 95 69 al 21 31 1 '+ 46 69 34 68 104 77 24 24 34 48 54 S4 74 97 74 jo 40 60 ` 60 so 40 Do DIMENSIONS FOR STEEL PIPE -FITTINGS STEEL PIPE FlauRE 1-02621 �d SCi1� +.y <'"'�.,a h•5u�'Z ti };� �� a t.}v�. s Z S'zc 3'� F L'K. J'f,Mt• U f `� Y �,�� ,�7,ryS.�t.fr+�,�,�v5 a3•r ?,; t .i1��t�sz S� �i"y `�J��l't44G'*p�y{rzc ��, �� /t,y(,. '� ro Y� � i � �� K�YS•�f ^�� F� t�S'tJ � "� '�' Sri "14►f ` .� >�}: r � � `A i�,{r C S'�� it .YV^ {•i i f'g ° 'L, f�,R'!,. � r �;:� �';'"..�r Tx r i �. 7)h� .'. Sr ! ✓. .. t.it v'.. � r xr+V.- {rat v� v.pF3?tI.,,a` `. sJ4 11= •�, 1 f's ,,�� p a �r to � � S�, tt k r i1 f a`r�a 3 ! �. �"� ��y4 �j S.'Y'�lr` a o;.��r+'�s :.X•�'�X 5 ;y1t'�.s a S S�`. t S a �. ' l d!t s "i' , t�3`�r ��'i�`��,�,�`'�t�r! ^� �, a; :U��rs3.lf'., �,.d.,,z w iw3.V 5 t 53• a ,s.; ��` { .( ��`��.,,. s{ r� a�� ut�.�i,.� tiro Section 02704 - PIPELINE PRESSURE AND LEAKAGE TESTING 4 4l� 1. SCOPE. This section covers field hydrostatic pressure and leakage testing of the pipelines set forth herein. , 2. GENERAL. As specified herein, the horizontal directionally drilled pull section shall be tested upon the completion of assembly,P P P y, prior to �t installation. +. t1: The pull section shall be pressure tested again after being pulled under the river. The pipeline shall be plugged or capped at each end and tested as specified herein. Test pressures shall not be applied to £+� existing piping. The Engineer shall be present during the performance of all testing work and shall be notified of the time and place of testing at least 3 days tt prior to commencement of the work. All work shall be performed to the satisfaction of the Engineer. •r,. 2.01. Testing Schedule and Procedure. A testing schedule and test procedure shall be submitted to the Engineer for review and acceptance not less than 21 days prior to commencement of testing work. The schedule shall indicate the proposed time and sequence of testing of the pipeline. The testing procedure shall establish the limits of the to be tested the pipeline position of all valves during testing, the location of temporary bulkheads, and all other procedures to be followed ' in performing the required testing work. r 2.02. Water. Water used for testing shall be furnished as stipulated ..< in the temporary facilities section. Following completion of testing work, the water shall be disposed of in a manner acceptable to the Engineer. 2.03. Filling and Venting. When filling the line with water, care ' shall be taken to ensure that all air release valves and other venting devices are properly installed and in the open position. Hand-operated • +' vent valves shall not be closed until water flows in an uninterrupted ' stream from each valve. Care shall be taken to ensure that the rate at -•ar which the line is filled with water does not exceed the venting capacity t : of the installed air vent valves and devices. 2.04. Blocking and Backfilling. Piping shall be adequately blocked, anchored, and supported before the test Pp pressure is applied. Unless otherwise permitted, underground piping shall be tested before the joints are covered. 2,05. Test Equipment. All necessary piping connections between the line to be tested and the water source, together with pumping equipment, water meter, p ressure gauges, and all other equipment, materials, and facilities required to perform the specified tests, shall be provided. J All flanges, valves, bulkheads, bracing, blocking, and other (JEFFERSON CITY, MISSOURI) 02704 a (WASTEWATER FORCE MAIN ) -1- :i i'•y''�'?A' "i•'• ,4 fir , '}dtt , .-'nc�r; ct i r „�•,...5�`r� . ✓ t.r4 : 1r. s""r'�"""°;�1�.' t�5 . s 7th xv i d t u ,.li Rkw,�,S s tr,trs '�'•° ✓ f .t 1A�tii Jr•t j "�3'4 1� �``�ti& 9 ��10(f5Y 7r p �� tf5r s s rss E ✓Bzcr i [ ti {� tt� ��r a .'s}s t 1 ,�'' � �F •3 .r r tt YS � {' � i r .lr r; x �s{,e,��"{. . S �r x<rt ti�". �4 3 > . •3' �r v `�' r atrT ��a 4r yY jt t �.-�QJ t g l� �-t' � � x� r t t i r s t 1t .`1 s ."� 'f < ✓fir r. t ' JII ��i ` i` �ts `1' la �7j+{i. , ;�,✓r ':��i' x id2dty.i 'h�f::rr a it. yy Y �2 7 t�j t r C`'' �? aC r ��/. ¢.,� �k�)� 4'x.4�E�;��'a`r'�t �•��r+1�.�tr' �.`.� t� i Sxvl�Y ¢+Sr� 3 "�'rt'u �i y�}°r`c•, t"t"' � . •, >t 4.±, u ",�x��f} ft.��•��t rs"s k � �p �4;ty �rS ;�•h f��5�ti�t+. �', r �5 �t� � s� r s,. �t { .� y1•]. X�Q �f 4� a ,, r 4 l c d. r l r 4V`,rle,"' t x F9t�•t" � � ' ',+' `°'"� �`5 x `' ; . st'';s'S',..} �� , t ,� ca 4 tr r , }v � r,. 4 �'t .,�..kry ;�� a Y"+'t�r�Lka'•., t.+""!,..:r gx�';�i�',t r�t�x '�'� �ni r r k C ,� { .'r .,�j i •}3x� r.� �� rr'r§+ �' rn as r >r r �(, 3 "r tiS fz� 'r ti,;;. is rX+` ?J•�.std,.�y' ��r'�•�+� tit FY 1K.' c !. ��` ._w....; �rr�4 {,,fi9rY ��'',.ds��c��t l:,jfhr-',f ll i*^!ro f�t".r{f �'nx.t....ni i .yr,.r1` �.!t.� A�t?" ��•^.r•JF rea*h 'J'.�+P.3. ,i ��}�7A ��`fl 11tflt}�e'� �' 'I� Y G 'Alk?� �"`i;� t�!t�!r f i .� i +t. c �"✓ r.*r'r(.l � �,'� ` , i; ��Yq+�� ... _^x zw` "'I.tS lS 1 i i �'� �'.�t:G `�, `fir'Pa �`s '�r•!".�Nfi�UtM a '�E * { �u ,E` .'.. l.`Ljc'Gt x ex 5 x u T A 1�y'rr 1}�`2�,1C�+�I �•�w},'�. 5'� ��E .'��(w.�� t '�;ic. �d•�' .t,'{1 c"�-';k^-r ,()�`�s,{�C 7k,.}t3F.? VII it r " n* t�lr�"M YY•. sectionalizing devices required shall also be provided. All temporary sectionalizing devices shall be removed upon completion of testing. MA > r`i Vents shall be provided in test bulkheads where necessary to expel air tV from the line to be tested. z Test pressures shall be applied by means of a force pump sized to '' q provide and maintain the required pressure without interruption during the test. ,x.�1, '. � Water meters and pressure gauges shall be accurately calibrated and shall be subject to review and acceptance by the Engineer. i, Permanent gauge connections shall be installed at each location where �} `i�.',;ti•,5 test gauges are connected to the pipeline durin g P erformance of the n required tests. Drilling and tapping of pipe walls will not be p ermitted. Upon completion of testing work each gauge connection shall be fitted with a removable .plug or cap acceptable to the Engineer. 3. PRESSURE TESTING. After the section of line to be tested has been x, .. filled with water, the test pressure shall be applied and maintained } s;f without interruption for 2 hours plus any additional time required for the Engineer to examine all accessible piping undergoing the test and g� P�P� g g g for the Contractor to locate all defective joints and pipe materials. 3.01. Test Pressure. Unless otherwise noted, the pipeline shall be subjected to a test pressure of 125 psi measured at the highest point in "{ the line. 4. LEAKAGE. TESTING. Following completion of pressure testing and acceptance by the Engineer, the pipeline shall be subjected to a leakage test. The duration of the leakage test shall be 2 hours plus the additional time required by the Engineer for an accurate determination of line leakage. + .z 4.01. Leakage Test Pressure. The hydrostatic pressure maintained Y during the leakage test shall be at least 75 percent but not more than rig'= 100 percent of the pressure specified for pressure testing of the ', . pipeline and shall be maintained within plus or minus 5 percent during F the entire time that leakage measurements are being performed. All joints in piping shall be watertight and free from visible leaks during the leakage test. Each leak which is discovered within the correction period stipulated in the General Conditions shall be repaired by and at the expense of the Contractor regardless of the amount of leakage. h End of Section r (JEFFERSON CITY, MISSOURI) 02704 (WASTEWATER FORCE MAIN ) -2- ;;ef -��"'ati.3` �n�bY i`�,1 •• ,0. Z i •1 'S X r 1 4i1Cy � �`'"t° � y' M �t y�x��K y t EµfJ�1Y� 7 i) .l�'�t^��'{•.:ni y.i 5✓y +S. ..X t zr AtF 7 ., ht tY .t rt �X,1.; {5 F�`��.}tJLr !`� F�t �S.{ �Y t ty��,y�tfk td7+(.4` i E.. 'S. Section 03302 - CONCRETE 1. SCOPE. This section Covers all cast-in-place concrete, including reinforcing steel, forms, finishing, curing, and appurtenant work. 2. MATERIALS. Cement ASTM C150, Type I or II. Fine Aggregate Clean natural sand, ASTM C33. Coarse Aggregate Crushed rock, washed gravel, or other inert granular material conforming to ASTM C33, except that clay and shale particles shall not exceed one percent. Water Clean and free from deleterious substances. Admixtures Water-Reducing ASTM C494, Type A or D. Air-Entraining ASTM C260. Reinforcing Steel Bars ASTM A615, Grade 60, deformed. Welded Wire Fabric ASTM A185 or A497. Bar Supports CRSI Class 1, plastic protected, or Class 2, stainless steel r, protected. Mechanical Connections Erico "Cadweld T-Series" or "Lenton" , or Richmond "Dowel Bar Splice System" . Membrane Curing Compound Fed Spec TT-C-800, Type I, Class 1, minimum 18 percent solids, nonyellowing, unit moisture loss 0.039 g/cm 2 maximum; Cormix "Sealco 800" , L&M Chemical "Dress & Seal" , Prokrete "Cure-N-Seal 30" , ProSoCo "Kure and Seal" , or Sonneborn "Kure-N-Seal 0800" . (JEFFs RSON CITY, MISSOURI) 03302 (WASTEWATER FORCE MAIN ) -1- h F t ';4.gpf3 y7�iti ' 'Ct i S.•y».gt..i+r3' f Polyethylene Film Product Standard PS17, 6 mils or '{ thicker. 3. PRELIMINARY REVIEW. The source and quality of concrete materials and the concrete proportions proposed for the work shall be submitted to the Engineer for review before any concrete is placed. ryY .;' 4. LIMITING RE UIREMENTS. Unless otherwise specified, concrete shall be controlled within the following limiting requirements: Cement Content Not less than 583 pounds per cubic yard. Total Water Content Not more than 5.7 gallons per r . hundred pounds of cement in the ' 5 mix. �F« Concrete Strength 4,000 psi minimum compressive strength at 28 days. Air Content 6 percent, plus or minus one percent. Coarse Aggregate Maximum, one inch. Size Admixtures A water-reducing admixture and an air-entraining admixture shall be included in all concrete. No calcium chloride or admixture containing chloride from other than impurities from admixture ingredients will be acceptable. r ;b Consistency Workable, without segregation, with slump not more than 5 inches when concrete is s � placed. Mixing In accordance with ASTM C94. 5. FORMS. Forms shall be designed to produce hardened concrete having the shape, lines, and dimensions indicated on the drawings. Forms shall be substantial and sufficiently tight to prevent leakage of mortar and shall be maintained in proper position and accurate alignment. Forms shall be thoroughly cleaned and oiled before concrete is placed and shall not be removed until the concrete has attained sufficient strength to safely support all loads without damage. `.i x (JEFFERSON CITY, MISSOURI) 03302 (WASTEWATER FORCE MAIN ) 62_ ' I r t WAQ ,i}ix "1.v30 6. REINFORCEMENT. Reinforcement shall be accurately formed and positioned, and shall be maintained in proper position while the be free concrete is being placed and candacontaminantsorcMechanicallconnections. . from dirt, loose rust, scale, *,r= shall be used only as indicated on the drawings. ' d to the 7. p ACEMENT, Concrete shall be point of lossiofltheposit and placed by methods which p ingredients. During and immediately after placement, concrete shall be thoroughly compacted and worked around all reinforcement and embedments and into the corners of the forms. Unless otherwise authorized, compac- tion shall be by immersion-type vibrators. The use of jitterbug tampers to compact flatwork will not be permitted. 8. FINISHING. Fins and other surface projections shall be removed from all formed surfaces, except exterior surfaces that will be in contact with earth backfill. Surface voids and recesses resulting from removal of form ties shall be filled with mortar. Unless otherwise specified, unformed surfaces shall be given a float finish. g. CURING. Concrete shall be protected from loss of moisture for at least 7 days by membrane curing compound or by water curing. Membrane ,1 y the curing compound shall be applied as mmforeatbleast 7adayscfollowing Concrete shall be protected from fre ezin g placement. End of Section t t 3 (JEFFERSON CITY, MISSOURI) 03302 (WASTEWATER FORCE MAIN Y h' f I 1 X ¢ Ar ,. ..j ; t• , __,,,-L ,...e 'i i'Yk 7. a,�'wal F .}f. 4 Ay �: S eq1, 1P USrr'�iy.i.:i !rimthti' �1 :wti.0.'.. ..,.. _._...... 1 ( � ,7 •. .�'r�t"S �.�l'f"P'.i'{R^ tV+ .}��tiS"ii' ;N�� >^R, N P ee S�f , .r, Section 05990 - STRUCTURAL AND MISCELLANEOUS METALS 1. SCOPE. This section covers all items fabricated from metal shapes, plates, sheets, rods, bars, or castings and all other wrought or cast metal except component parts of equipment and items covered by other sections. Fabricated metal items which are indicated on the drawings but not mentioned specifically herein shall be fabricated in accordance with the applicable requirements of this section. 2. BASIC MATERIALS. Steel Shapes, Plates, and Bars ASTM A36. 7` Sheets ASTM A366 or A569, zinc coated. Bolts and Nuts High Strength ASTM A325, Type 1; tested in accordance with Article 9.2 thereof. Unfinished ASTM A307. 's Nuts, Self-Locking Prevailing torque type; IFI-100, Grade A. 'n Washers Flat ASTM F844. Flat, Hardened ASTM F436. Lock ANSI/ASME B18.21.1, helical spring type. Beveled ASTM F436. Shop Coatings Rust-Inhibitive Primer Universal type; Cook "391-N-167 Barrier Primmer" , Kop-Coat "340 Gold Primer" , Tnemec "37-77 Chem-Prime" , or Valspar "13-R-28 Chromox Primer" . Red Oxide Primer SSPC 15, Type 1, or Fed Spec Ah TT-P-636. (JEFFERSON CITY, MISSOURI) 05990 (WASTEWATER FORCE MAIN ) -1- c . . � � i p n j � ' i - t Z�f` j"•. S tip ..., '.. ...,��Clti�zs�,}+�', .. r:. , ., v.r' . .. .,;ar .:y .gyp .,.>z :w,. _�e�'. ...ra.,.. ..: :,ii%•"�%.x•, t"t �d'r�Lo .zt� p� ,'�� . . ja�"i��{t 7��7uiiTd�t�{" {t;} S t,' h'Sit.v�`3L5 ,�.y<"tt}.a g9 crib,7{.it}e .'�� '�.y.i5 1Y-�tee W y '« ^&;r•t�xe yE:� `� �a}44b�P �' Q•g+�� '' >" {s 't tv'ha <.1't tk . w:4 �L b« ra : s -= Coal Tar Paint Kop-Coat "Bitumastic Super a Service Black" , Tnemec "46-449 Heavy Duty Black", or Valspar "35-J-10 Hi-Build �. Bituminous Coating" Asphalt Varnish Fed Spec TT-C-494. 1 f•41 3. GENERAL REQUIREMENTS. Structural and miscellaneous metal work shall be fabricated in conformity with dimensions, arrangement, sizes, and r" weights or thicknesses specified or indicated on the drawings. . r All members and parts, as delivered and erected, shall be free of winds, ] warps, local deformations and unauthorized uthorized bends. Holes and other provisions for field connections shall be accurately located and shop checked so that proper fit will result when the units are assembled in the field. Erection drawings shall be prepared, and each separate piece shall be marked as indicated thereon. All field connection materials shall be furnished. k � ', • Structural and miscellaneous metal work shall be stored on blocking so V's 52,o l r that no metal touches the ground and water cannot collect thereon. The material shall be protected against bending under its own weight or r. superimposed loads. 1 Before assembly, surfaces to be in contact with each other shall be thoroughly cleaned. All parts shall be assembled accurately as . z indicated on the drawings. Light drifting will be permitted to draw 15` parts together, but drifting to match unfair holes will not be permit- ' ted. Any enlargement of holes necessary y to make connections in the field shall be done by reaming with twist drills. Enlarging holes by burning will not be permitted. 3.01. Plant Certification. All fabricating plants providing structural :r steel under these specifications shall be certified in accordance with the AISC Quality Certification Program. Fabricating plants shall be certified in accordance with Category I, Conventional Steel Structures. All shop drawings shall be prepared by or under the direct control of a Category I quality certified plant. 4.. STRUCTURAL AND MISCELLANEOUS STEEL. Except as otherwise specified or indicated on the drawings, all materials and work shall conform to t the applicable " pp provisions of the AISC Manual of Steel Construction •- Allowable Stress Design" , Parts 1, 2, 3, and 4, and the "Specification ' for Structural Steel Buildings" . 4.01. Connections. Unless otherwise noted, all connections shall be e` made with unfinished bolts. All bolts shall be equipped with self- locking nuts or unfinished nuts and lock washers. Where welding is required or permitted, all butt and miter welds shall be continuous and, R where exposed to view, shall be ground smooth. Intermittent welds shall (JEFFERSON CITY, MISSOURI) 05990 (WASTEWATER FORCE MAIN ) -2- Y, 1 I R 11 4 '!sac. 'a< r,�tki ;�.?vr.' .rl •,x°�tr rr s ! ��k} ��z� 4 +'�,8' u,�y;`:' �.�iq,�+ �.,. 'd» � a e � � '. a7�j ;r='�ytal`�"r�' t r!rb'� ! 1 .�R� ., +1 6 �3�� z.°.@�',r� !, V,t q S�s> r r.� J',�y nry'r •�'rl� Va. . , have an effective length of at least 2 inches and shall be spaced not more than 6 inches apart. Welding shall be in accordance with the z ;.. ?,. Structural Welding Code, AWS D1.1, of the American Welding Society. 4.02. Welding. Welding and related operations shall conform to appli- cable provisions of the Structural Welding Code, AWS D1.1, of the American Welding Society. All welding shall be performed in accordance tr feu;: with written procedures, using only those joint details which have prequalified status when performed in accordance with AWS D1.1. Use of Nil aN electroslag or electrogas welding processes or the short-circuiting transfer mode of the as metal arc process will not be acceptable. g P P 3[ftft yYlt Welds not dimensioned on the drawings shall be sized to develop the full strength of the least strength component of the connection. Where structural or miscellaneous steel connections are welded, all butt and miter welds shall be continuous and, where exposed to view, shall be ground smooth. Intermittent welds shall have an effective length of at least 2 inches and shall be spaced not more than 6 inches apart. r[ ..; 5. METAL LADDERS. Metal ladders and safety cages shall be provided where indicated on the drawings. Ladders and safety cages shall be ) fabricated of steel shapes as indicated on the drawings. Steel ladders , shall be hot-dip galvanized after fabrication. All necessary galvanized § 3 brackets, bolts, and anchors shall be provided. 6. SHOP COATING. All structural and miscellaneous metal items shall be >> shop coated as specified herein. it::r• 6.01. Cleaning. Surfaces shall be dry and of a proper temperature when w coated, and free of grease, oil, dirt, dust, grit, rust, loose mill 't . scale, weld flux, slag, weld spatter, or other objectionable substance. *' Articles to be galvanized shall be pickled before galvanizing. All other ferrous metal surfaces shall be cleaned by high-speed power wire brushing or blasting to the degree recommended by the paint manufac- turer. Welds shall be scraped, chipped, and brushed as necessary to remove all weld spatter. a 6.02. Edge Grinding. Sharp projections of cut or sheared edges of ferrous metals which will be submerged in operation, except for items specified to be hot-dip galvanized, shall be ground to a radius as +, required to ensure satisfactory paint adherence. 6.03. Galvanizing. All galvanizing shall be done by the hot-dip r, process after fabrication, in conformity with requirements of ASTM A123, A153, and A385. r `A Where galvanized bolts are required by the drawings or specified, the z" use of zinc-plated bolts will not be acceptable. .f 6.04. Steel. Unless otherwise specified, all ungalvanized structural ' and miscellaneous steel shall be given a rust-inhibitive rime coat in j, t g P t + (JEFFERSON CITY, MISSOURI) 05990 (WASTEWATER FORCE MAIN ) -3- Y t" 7 " 1frr�t''43,xt�S b t ,a .. ` �r iT y•.p•r .r M.•,f}r, . r .i :- •s r }'+ �ti�'R'�a '+ K�y"�a j k�'a d'r.. }r n ! r 4€`(Qt ff x 4 Y) as t t ea t �} s7 •�! �. � r. { 5� �d} 'Y :txS't'.5$�� ; v t7k'r rt � MT�r [ >+r t�tic4t�� 1" o AG S`- ' "h�ti ,`ty±�� ~ t . $ „r.4 3,1a y g d�',r•iv� A-i{ I tt F' t�'['G 6 1 .,r� r� I � a'i� i.G }€ 4 bra � h'4 n�4 it'�r Tc t$sFr ayY�t 't 1 5 *,t ,r,�t4 �tr'gl'k" '*'; '+.�t'� 4 JS s Y 4 t rr C Yiy ti t )J t 4 .i )) yy �t fw 1'Ii,y�, �� " r• X �Y [ 9t��fl��.r r,+�'t`f�'''7tta`t� .it l'� �o(ti t3 .r ya�tlr8r tiiit`r(v,�ri. � rr.fit .r i t k ♦ 3 tl f' V fi + F . 1 { L``z 7y Z f t• .,to y �{�1� air>h, c r w.t tt;S p k s tp .� .�'Y"� ;.✓ 5f`G . 4.�� a'�! k' a, y „�,i�' �' ,t,,,, ? jF��.;�c'•�;;?s� � �itt��'�'P� �t �{b�,� � n z��' 7 rrF,,�t-„Sn � �l'� � 4p�.t"�+s^M�" k f �lT.; {5• .. r�}�`le sy l� �t� s t%•�,�{�.y,�ifA� �,ik r� "a" 5�'�v �{Ytr��!�` ti;t j •y �aV IyS r.a6�.� Ny t �rf Tt 7 r�� ,A. � r 5 a`� > the shop after fabrication. Steel surfaces shall be prime coated as ' . soon as practicable after cleaning. All painting shall be done in a heated structure if the outside air temperature is below 50 F. Steel ' shall not be moved or handled until the shop coat is dry and hard. 6.05. Film Thickness. The dry film thickness of the shop coating shall be at least 1.5 mils for .rust-inhibitive primer and at least 6 mils for - coal tar paint. 7. DRAWINGS AND DATA. Complete data, detailed drawings, and setting or erection drawings covering all structural and miscellaneous metal items � k shall be submitted in accordance with the submittals section. All welds shall be properly identified on the detailed shop drawings. Submittals for high strength bolts and load indicator washers shall include statements from the bolt and washer manufacturers certifying satisfactory compliance with the governing standards and specified ±, tests. End of Section (JEFFERSON CITY, MISSOURI) 05990 (WASTEWATER FORCE MAIN ) -4- f r tea. �11 svr�+T�,r�;sy.� "fix ;li;� '.J �°;��•: � .,{,l,.,. 9` s ti. r A040 � � 00 Section 15102 - ECCENTRIC PLUG VALVES 1. SCOPE. This section covers all eccentric plug valves. Plug valves .. ' shall be furnished complete with actuators and accessories as specified herein. Yr 2. GENERAL. f.. 2.01. Acceptable Products. Eccentric plug valves furnished under this section shall be limited to DeZurik, Milliken, and Victaulic. The products of other manufacturers will not be acceptable. n,r 2.02. General Equipment Stipulations. The General Equipment Stipula- tions shall apply to the equipment furnished under this section. f;r 2.03. Marking. The body of each valve shall be marked with the manufacturer's name, size, pressure rating, and the country of origin of lt} the body casting. All markings shall be cast on the outside surface of the body. An identifying serial number shall be stamped on a corrosion- resistant plate attached to the valve body. ,F 2.04. Shop Painting. All interior and exterior ferrous metal surfaces, except bearing and finished surfaces and stainless steel components of 'rr valves and accessories, shall be shop painted for corrosion protection. The valve manufacturer's standard coating will be acceptable provided it is functionally equivalent to the specified coating and is compatible with the specified field painting. The following surfaces shall be painted: Unfinished Surfaces Interior Surfaces {: For Liquid Service , Asphalt varnish (two coats) or epoxy. Exterior Surfaces of Coal tar. Valves To Be Located in Manholes Polished or Machined Surfaces Rust-preventive compound. Actuators and Accessories Rust-inhibitive primer. rt. (JEFFERSON CITY, MISSOURI) 15102 (WASTEWATER FORCE MAIN ) -1- r �rN1?! ? Tt j "s2T� 1� ' SR4dtQ1� tr Interior epoxy coatings shall comply with AWWA C550 and shall be free of holidays. The total dry film thickness of shop-applied coatings shall be not less than: Tyne of Coating Minimum Dry Film Thickness ' Asphalt Varnish 3 mils Coal Tar 6 mils Epoxy 10 mils Rust-Inhibitive Primer 3 mils a 3. MATERIALS. Materials used in the manufacture of eccentric plug valves shall be as follows: Body Cast iron, ASTM A126, Class B; or ductile iron, ASTM A536, Grade 65-45-12. Plug Cast iron, ASTM A126, Class B. Plug Facing Neoprene or Buna-N, 70 Type A durometer hardness in accordance with ASTM D2240. Body Seat Welded nickel overlay. Upper and Lower Trunnion Sleeve type; stainless steel, :.. Bearings bronze, or teflon fabric with 5 stainless steel backing. ' Upper Bearing TFE or Delrin. Stet Seal V-type packing or U-cups, Buna-N or TFE. Shop' Coatings Asphalt Varnish Fed Spec TT-C-494. Coal Tar Kop-Coat "Bitumastic Super r Service Black" , Tnemec. "46-449 Heavy Duty Black" , or Valspar "35-J-10 Hi-Build Bituminous Coating" . l . . (JEFFERSON CITY, MISSOURI) 15102 (WASTEWATER FORCE MAIN ) -2_ a ! t...j c ;n;,: wF t 'i ':zrorn �`�u F t� 5t.:n, 5.s IIrr rs ,+N�'`E F�1` jn' amp; +t s r�An. �' ,rFi"a.�G� ts +:i�7II• � {.} a.., x n a�1� r .:.• 7 ,, � f,,}, � �1!� Y "� YZ�`,:.t�"` +�?dt y 7•'�'a.fir`» y± �✓Ny`k � f t�J,�'II ^b ; p•st ? 'Ww` Y "`"'ffh a a+.,xaj'yyt " �Gr`E��r{t• �t', fit{' i� ', . t.J� Epoxy For Liquid Service Cook "920-W-965 Epicon-MW HB Epoxy" , Kop-Coat "Hi-Gard Epoxy" , Tnemec "Series 20 Y,rf Pota-Pox" , or Valspar "78-W-3B Val-Chem Hi-Build Tank Epoxy" . •j ro Rust-Inhibitive Primer Cook "391-N-167 Barrier Coat" , Kop-Coat "340 Gold Primer" , Tnemec "37-77 Chem-Prime" , or Valspar "13-R-28 Chromox Primer" . Rust-Preventive Compound Houghton "Rust Veto 344" . 4. VALVE CONSTRUCTION. s 4.01. Valve Body. The valve port area of each valve shall be at least 70 percent for 24 inch and larger valves. Valves shall provide tight :> shutoff at the. rated pressure from either direction. An adjustable closed position plug stop shall be provided. r' II Each valve body shall be plainly marked to indicate the seat end. Actual length of 12 inch and larger valves shall be within '1/8 inch (plus or minus) of the theoretical length. nay Valve ends shall be compatible with connecting piping. Unless otherwise specified or indicated on the drawings, all valves shall have flanged ends. Flange diameter and drilling shall conform to ANSI B16.1, Class 125. Flanges shall be flat faced and finished to true plane sur- faces within a tolerance limit of 0.005 inch. The finished face shall be normal to the longitudinal valve axis within a maximum angular varia- tion tolerance of 0.002 inch per foot of flange diameter. Valve bodies shall be rated for a working pressure of at least 150 psi. 4.02. Plug. The plug shall be of one-piece construction and shall have a cylindrical or spherical seating surface eccentrically offset from the center of the plug shaft. The interference between the plug face and body seat, with the plug in the closed position, shall be externally adjustable in the field with the valve in the line under pressure. Plug surfaces shall be faced with a resilient material as specified. 4.03. Seats. Seats shall be cast in the body and shall have raised, welded-in nickel overlay not less than 0.050 inch thick on all surfaces in contact with the plug face. The overlay shall be at least 90 percent nickel and have a Brinell hardness of 200 or greater. 4.04. Stem Seals. The valve shaft shall. be sealed by U-cups or by at least four self-adjusting chevron type packing rings. (JEFFERSON CITY, MISSOURI) 15102 (WASTEWATER FORCE MAIN ) -3- Pit ' �r�. t n k.; �i�.`h1��iaT CxiY�t �",yk•�te�zG .`� n S;L, {(, .rt. f. � r3+z ,r� f� f'• rq[ .ira2h. s Ro:+zrr '.d � d . \\ .i ..�1 q.,.'r..:,. s.••f .#�'r1'S '.« +�� _ ?. ..,<v uA f'°i r..r ih,. $. r :,p.'s�gyw (� l 1 ',t+ .�F• 3 t;,k?� '.�` v� r h. �u 'i- '� z s �. •, 'Fi' n r r7 x k�','.� .��a :�`i'aS�;z �•5'J'"� .4 ��}��,��,,�,�jttyeytix l��n��t}.5,ny r t,�N�l`9pp�? ��uJ`"� i. i' �` :�. .�; �`h �._,3,�s� .-' 1 rr f,'g'�'*.r S�y4,� a'�$i'k�S� �•� � � .a tJ. a x f f fz R 5. VALVE ACTUATORS. Each valve actuator shall be designed to open or :',?•' close the valve under all operating conditions. Actuators shall be designed for the maximum pressure differential across the valve as set u forth in the Plug Valve Schedule. Actuator mounting arrangements and handwheel positions shall be as indicated on the drawings or as directed by the Engineer. All valves shall be provided with manual actuators. Unless otherwise indicated or specified, each geared manual actuator shall be equipped ` with an operating handwheel. Unless otherwise required by the Owner, t the direction of rotation of the wheel to open the valve shall be to the 1�1;s ; ? left (counterclockwise) . Each valve body or actuator shall have cast ,f thereon the word "Open" and an arrow indicating the direction to open. Manual actuators shall produce the required torque with a maximum pull of 80 pounds on the handwheel. Actuator components shall withstand, without damage, a pull of 200 pounds on the handwheel. Unless otherwise specified, actuators for valves to be buried, sub- r- merged, or installed in vaults or manholes shall be sealed to prevent d!= '{ the entrance of water when submerged to a depth of 30 feet. Handwheel diameters shall be 30 inches. 6. TESTING. Except as modified herein, eccentric plug valves shall be tested in accordance with Section 5 of ANSI/AWWA C504 entitled "Rubber- Seated Butterfly Valves" . Each valve shall be performance tested in accordance with Section 5.2 and shall be given a leakage test and a hydrostatic test as described in Sections 5.2.2 and 5.2.3. The leakage r?' test shall be applied to the seating face of the plug (tending to unseat the plug) at the rated pressure of the valve. 4' Each valve shall be leaktight in both directions when closed by the actuator with the maximum differential pressure applied to the plug as 'rr specified in the Plug Valve Schedule, 1J. 7. INSTALLATION. Unless otherwise permitted by the Engineer, all ' eccentric plug valves shall be installed with the shaft horizontal and the plug in the upper half of the valve body. Valves in sewage, sludge, or scum lines shall be installed with the seat on the upstream end. 8. PLUG VALVE SCHEDULE. Maximum High ;,. Pressure Pressure Type of Type of Differential Side of Qty. Size Service Installation Actuator Across Valve P1ust inches psi 4 24 Sewage In Manhole Handwheel 125 Unseating { r (JEFFERSON CITY, MISSOURI) 15102 (WASTEWATER FORCE MAIN ) -4- .:,:' 'tl ,n'z.� • F': :, ' '. r,-•-{, St� °i;�tr�;,�±5' '�s��:"7=.t, t � 4* ? }�.�,•}�pii'Y`..' •i�aF:gyp `. '4 1 `'�� 4 .„ ��,'++,,, (ft.� n�, xf'� �:i� �'i��s��t'$��x �-�k �Fj'4. t.:11"p"��5��y{��,.�F�rr�,. �ts.�L�lx ` ,:�w' •' ! i • � f qL�r#z Mfr. 't 9. DRAWINGS AND DATA. Complete drawings, details, and specifications covering the valves and their appurtenances shall be submitted in accordance with the submittals section. Submittal drawings shall clearly indicate the country of origin of all cast gray iron and ductile iron valve components. End of Section OL .. .. (JEFF`ERSON CITY, MISSOURI) 15102 (WASTEWATER FORCE MAIN ) -5_ a. 'S.Y' ..•,. .f.... .',' .r . ,.. M1rt'.{u :s:`�tR._,...a ... .,s.ti iit•'+c1,.Y,T.. .•{u iit111"'... `.._ ,:.x.k:a_,� .z.e?>1� .�ti ._.. f,�! 't .x,t ,r3'•,,7` ,, M'rdi',r+}; `i4 '+.'�;�'hf�T,idJ'.0 t) •A �a Section 16640 - CATHODIC PROTECTION s 1. SCOPE. This section covers the furnishing, installation and testing of a complete and fully functional cathodic protection system for buried pipe. The cathodic protection system shall be of the galvanic type. 2. GENERAL.. The Contractor shall obtain the services of a qualified corrosion engineer to generally supervise the installation and testing of the cathodic protection system. The corrosion engineer shall be experienced with performing pipe potential surveys for pipe buried underwater and shall be acceptable to the Engineer. 3. MATERIALS. The Contractor shall furnish all equipment and materials for a complete cathodic protection system as specified herein and as indicated on the drawings. 3.01. High Potential Magnesium Anodes. Each high potential magnesium galvanic anode shall be furnished as a packaged assembly with insulated lead wire. The packaged assembly shall consist of a permeable cloth bag containing the anode and special compacted backfill. The anode shall be centered in the bag and completely surrounded by the backfill. The anode alloy shall be "Galvomag" as manufactured by Dow Chemical Company, "Maxmag" as manufactured by Magnesium Corporation of America (Magcorp), or "Thermomag" as manufactured by Thermal' Reduction Company, and shall have the following composition by weight: Element Percent Aluminum 0.010 maximum Manganese 0.50 to 1.30 Copper 0.02 maximum Nickel 0.001 maximum Iron 0.03 maximum Other 0.05 each and 0.30 maximum total Magnesium Remainder Each anode package shall include prepared backfill having the following composition by weight: Material Pe_rcent Ground hydrated gypsum 75 Powdered Wyoming bentonite 20 Anhydrous sodium sulfate 5 (JEFFERSON CITY, MISSOURI) 16640 (WASTEWATER FORCE MAIN ) _1- .I, t � ';s .�+" f� _,.: +•; P .!��`S c L i,t�3�,'k` C..#' it F.'�rv�,�`.�° •7 +r� 7a�'� �u„{i'� �. 5 �, r " � $,jt�i tR r,5 S��,�'^ T{' .s t'° Ir�' k+.f trt•.t�'N :F. 'Fi'� y, r �;.'�p 2�i�S`t'�,H- 4"f#c+,7f?R v�v •. :f Packaged anode component specifics shall be as follows: Bare anode dimensions 3.5 inches by 3.75 inches by 59.75 inches Bare anode weight 40 pounds Lead wire type and Type TW insulated, 12 AWG solid copper size Lead wire length 30 feet Approximate weight of 65 pounds backfill material Packaged anodes shall be as manufactured by Great Plains Industrial Supply Corporation, Omaha, Nebraska, or Cathodic Protection Services Company, Houston, Texas. i 3.02. Field Test Stations. Field test stations shall be of the flush- mounted type, and shall consist of an ABS plastic vault, 18 inches long by 5 inches in diameter, complete with a terminal block and cast iron locking cover. Each cover shall be painted yellow and cast with the in- scription "CP TEST. " Each terminal block shall be furnished with six nickel-plated marine brass terminals and one nickel-plated marine brass jumper strap. Field test stations shall be "NM-6" corrosion control terminal boxes, as manufactured by C.P. Test Services, Inc. , Kearny, New Jersey. 3.03. Cathodic Protection Cable. All cable specified herein or indicated on the drawings as cable Type CP shall be stranded copper ! ' cable with low density high molecular weight polyethylene insulation, and shall be "Catalog No. 195000801" through "19595001" as manufactured by the Houston Wire and Cable Company, Houston, Texas. 3.04. Wire and Cable Markers. Markers for wire and cable circuits shall be manufactured of an opaque nylon material and shall consist of a marker board, non-releasing holding device, and cable fastening tail. The holding device shall be designed to allow the fastening tail to pass around the cable and through the holding device, so that removal of the ' cable marker can be accomplished only by cutting. it loose from the E' cable. The marker board shall not be less than 3/8 inch wide, 3/4 inch long, and 25 mils thick, with one side roughened to hold ink from a marking pen. Cable markers shall be "TY-RAP" identification ties as manufactured by Thomas & Betts, Bloomingdale, Illinois. or "PAN-TY" marker ties, Type PLF, as manufactured by Panduit Corporation, Tinley Park, Illinois. Marking pens shall be "TY-RAP" No. WT163M-1 as_ manufactured by Thomas & Betts, Bloomingdale, Illinois. or Part No. PFX-'0 as manufactured by Panduit Corporation, Tinley Park. Illinois. Marking pen ink shall be (JEFFERSON CITY, MISSOURI) 16640 (WASTEWATER FORCE MAIN ) -2- 3y: _ xY:•'r ',F, �'� � 'i t t r It i l..r S'tYt.i iw . .r j {.��t; r +___r._ ,. t i+f Fv rs 's �y.�v'.YttTa+i s5 ��rj':N^.\ .� t�'sk e �]S+Jik } a ris a :ttt ;;sszr 7,+ F'>�k��"kc }rt��t41 ttn3 • t :r' .E »t rrts ,t-t ,,t,.,;�n Sd.r ` suitable for. marking on nylon and shall be black, permanent, and s = waterproof. 3.05. Exothermal Connections. Welding charge formulation, equipment a7: selection, and welding procedures shall be as recommended by the manufacturer of the exothermal weld materials for the size, shape, and composition of the materials being welded. Materials shall be Cadweld tiV as manufactured by Erico Products, Inc. , Cleveland, Ohio; available from Cathodic Protection Services Company, Houston, Texas; or Thermoweld, a Division of Continental Industries, Tulsa, Oklahoma. Y e`.r+ 3.06. Coating P.e air Materials at Cable Connections. Materials used to ..:. repair dielectric type coating systems at cable connections shall be "Readi-Caps" as manufactured by Cathodic Protection Services Company, Houston, Texas, or "Handy Caps" as manufactured by Royston Laboratories, Inc. , Pittsburgh, Pennsylvania. ' 3.07. Flange Insulating Kits. A flange insulating kit shall be fur- nished for each insulating pipe flange indicated on the drawings. Each flange insulating kit shall include the following: ti3# t•`S t xr One Type "E" , full-faced insulating and sealing flange gasket, consisting of a 1/8 inch (3.175 mm) thick retainer with special ring seal. The inside diameter shall be 1/8 inch (3.175 mm) less than the inside diameter of the flange in which it is to be installed and shall be PSI "Linebacker" or Advance Products "Trojan" . g y1 6. One full length bolt insulating sleeve, 1/32 inch (0.794 mm) thick, for each flange bolt. Two flat insulating washers, 1/8 inch (3.175 mm) thick, for each flange bolt. Two flat backing washers, 1/8 inch (3.175 mm) thick, for each flange bolt. The backing washer outside diameter shall not be +: larger than the outside diameter of the insulating washer. Flange insulating materials shall be as follows: Type E, full-faced, Pyrox G-10 glass reinforced epoxy insulating and sealing retainer with nitrile special ring 1z gaskets seal it• til`ry,, Full length bolt Pyrox G-10 insulating sleeves t Insulating washers Pyrox G-10 .r Backing washers Steel . cf, ,'rYf (JEFFERSON CITY, MISSOURI) 16640 'A (WASTEWATER FORCE MAIN ) -3- 1r.•F;✓:u; 1"'V'Ti"T"Jts N t r i'• t 'a4" {m*2",....'`.tr U rtrt'M''nsli}i+ ij:.,JS.. i t't,rlyn.r ,�Cf{ Y7 '� t.'r}+w 4'{' 3 '.ry`Y;M•,^•. ,5. , r '€"t J1Itt r.••-r S Jrs trrlt r e t l.1' t1 +'1' , � t Y��tss •rJ. r!� `'.lin 'tk 5��,. ..o rPy a i ; >. . 1�, t .9, tr t. f t �e; r.t{ ,�.�ri S;'�. � R } t'�i 4�� @ ti u`et y .J6 i L i ! r• .d itd r 3 r :Uq+ it r a 5�fr �ttr t� r, r t 'JkA 15'. f�^1 tp51 Jt"'M1 Y'iv�a✓IGF Z•f ✓(r f v t j .,• a � f. l0 �1 Ft'y c t V�'�t J a f r t Ytiit•w i,h rl Ellr,�d4 q$ " r t'4 ty�,l".e.'� 1� A of t c i ,, .y.•f`ti, 7 rat'<•Sli'�`t£�F k��•,-��j'. F§••r��Z�J:��tl�'�b'r r r:ky t r' „a'�M.mot€ t fi N K .J � ;• ,, t, a r z 1 .S-r;,' �'"`.�'A tr t �v •A�ry,��"!` `F �Yhs3`�t 14x+it PD:lrc�, !ta?t r�f .� b {'t fV ,,• 7 �i h t 'F- U,.• s.. .'. �t� i v kY'.+`e1'2}4� � .�F'°�'15�G��LIr°cL"} �•t t eTKi i<r f f 6 .,iT. As tr te s,;.�r ye. .t�iR r4.r�t itt4`�r�•t s'r4 J p�.>,+->�,•- rt a f ��,�*.: n�i x x t i � t• xyt#t`+; 7 �t vim' v T"• ` y� �,`, .. �,1 �`��`�-'a � _ .. , .. L$� _ f .. ,. , \`r�J t'.• {dl,.w.>•�1L.a J. 7 t�,.}� �t .. ,h `'=`'S1+ 3t^ �� f,� 7�yf'�}+,«'yCr'+o^kkyns zs'F df• v' 4 k ia'tr' T S>Y�:1�# �d} �=tF! u. y.,n.z�{��s.K! t r.,✓4 y` } � I Ni i � I Flange insulating materials shall be as manufactured by PSI Industries, Houston, Texas, or Advanced Products, Lafayette, Louisiana. 3.08. Underground Reference Electrodes. Ufderground reference electrodes shall be of the saturated copper-copper sulfate type, packaged in a special backfill and complete with 30 feet of 12 AWG or 14 AWG stranded copper lead wire with high molecular weight polyethylene Insulation. Underground reference electrodes shall have a 30 year minimum design life. Underground reference electrodes shall be long- life gel/wick type, "Type UG-2002-XL" as manufactured by Cathodic Protection Services Company, Houston, Texas, or "Model UL-CUG" as manufactured by Electrochemical Devices, Inc. , Albion, Rhode Island. 3.09. Underground Marking Tape. Underground marking tape shall be 2 inches in width, encased aluminum fail, and shall bear the printed € identification "CAUTION: BURIED CATHODIC PROTECTION LINE BELOW" . The underground marking tape shall be as manufactured by Lineguard, Inc. , ' Wheaton, Illinois. 3.10. , Solder Connections. Unless otherwise indicated herein, all sol- dering shall be performed with 50-50 solid solder and non-acid flux. ' 4. INSTALLATION. 4.01. Wire and Cable. Installation of cathodic protection cable, in- cluding pipe lead wires, or any other wire or cable used in the cathodic ?' protection system, shall be as indicated on the drawings and as specified herein. '• 4.01.01. Cable Connections to Pipe. Cable connections to pipe shall be made by exothermal welding. 1 For wire sizes 10 AWG and smaller, exothermal connections to pipe shall r be made by installing a copper sleeve around the copper wire in the weld `.z area prior to welding to improve the quality of the weld and to increase the thermal capacity of the wire in the weld area. No connection to pipe shall be coated or covered until it has been in- "T` spected by the Engineer. The Engineer may reject any connection if it fails when the cable is pulled, breaks loose from the pipe when struck at an angle with a hammer, or does not appear to be a complete, properly shaped and made connection. Inspection by the Engineer in no way relieves the Contractor of responsibility for the performance of the .A connection. ,r After the connection has been inspected by the Engineer, the exposed part of the wire and the connection shall be coated with materials as specified in the paragraph entitled Coating Electrical Connections to Pipe. _i (JEFFERSON CITY, MISSOURI) 16640 (WASTEWATER FORCE MAIN ) -4- `ts ,�, k•,- 'y'.rr,F�F'i._.S."��Pi''1 is''.Y' 1. /d: � •a ,.. ` `�'�..a t. °' j ,.,f,} �';,4� � 1� .f r"�:�tt!rx�?tti.�j; J r z �s,t ,�i . ,..... 1 ,4.. .. .. F: �, itriti. x� 't t`.� t' : ... •.Y :K ,. . tn.til .l y .ti:Y"y'SSif.,.. ..3>.J,'Fa tt+ y '�'*t �+ ,"�� k PY: •, i dr,1 r� �j � ti4. I^'ag,•� ''.,a f t v. f�.>�N, .r •�� C �,j�4"Ykl,t'�.�,A'4�'dX``x:gf i', �L' �� 44 a 2;-t i x s t ei '& {:E+{a � d.. � r r�x�`' rdt"'•a Q +5-�' � ; a�`� ,,{ Stilt �-,S p t�k �'�{.., �dr�'..}xs, a •,- ' 9? I{ ' 4.01.02. Pipe Lead Wires . Pipe lead wires shall be connected to the ., z;.; � } pipe and routed to each field test station as indicated on the drawings and as specified herein. Pipe lead wires shall be Type CP cables, size 8 AWG. Connection of the lead wires to the pipe shall be as specified in the paragraph entitled Cable Connections to Pipe. Pipe lead wires shall be attached to the pipe on the top center line and separated the distance indicated on the drawings . Connection of the lead wires in the field #r test stations shall be as specified in the paragraph entitled Field Test R 4 ' Station Terminations. :' Pipe lead wires shall have at least 18 inches of slack to compensate for • pipe movement and backfill settlement. Splices in pipe lead wire shall .. not be permitted. Pipe lead wires shall be clearly identified as specified with regard to which pipe they are connected, from the time they are initially ' connected to the pipe. The Contractor shall continually maintain. the identification markings throughout the construction and shall ensure that each pipe lead wire is clearly and correctly marked when finally terminated in the field test stations. " 4.01.03. Field Test Station Terminations. Terminations shall be ar- t; ranged on the field test station terminal boards as indicated on the drawings and shall be installed as specified herein. Connections at field test stations for conductor size 8 AWG shall be made with single hole compression type terminal lugs of ccrrosion- r resistant copper, bronze, or nickel-plated brass, and shall be "Pan- Term" one-hole lug Part Number LCB8-14-L as manufactured by Panduit Corporation, Tinley Park, Illinois, or "YAV-L Box" and "YAV-L Hylug" , bulk Catalog Number YAV8C-L1 Box as manufactured by Burndy Corporation, Manchester, New Hampshire. Conductor sizes 14-10 AWG shall be terminated with properly sized, uninsulated, Burndy "Hylug Type YAV" box ring tongue terminal. A calibrated crimping tool designed to crimp the connector shall be used for all compression connections. The connector shall not release from the conductor when pulled or twisted. All terminals, terminal lugs, jumpers, link bars, and any other terminal board metal parts or hardware installed in flush-mounted field test sta- tions shall be coated with a conductive, oxidation inhibiting compound, "Type AP" as manufactured by Dossert Corporation, Waterbury, Connecti- cut, "NOALOX" as manufactured by Ideal Industries, Inc. , Sycamore,. Illinois, or "Ox-Gard" as manufactured by Gardner Bender Inc. , Milwaukee, Wisconsin. (JEFFERSON CITY, MISSOURI) 16640 (WASTEWATER FORCE MAIN ) -5- r� �,�l'� tF.�. fry �.r,��:F'.s�tf� f r:'v�i n}"-. •s i9t '� jai � j 9,�I. .� 5.,�.)>f t'4?.rrtl�;}'r It yI. i ,�,,�1�� WY x"i1 s•.;C. �r rat. �.:a{ �'��"+t{`3 h}.�r �.L�+�� ..hc{�.4..��, 1` a 7 t .�.Y.u 13�1Y•(y�';. ." � t__..__}. •+N". . 1' 3 .... ,e.4W .". �4trfr -... 1 '�4 y� '�5+ , .� . .. _ '� 1?fbSj`�`i ' ; �1�r.��^ '��s�iF•�,�fix+4 Y^U.w,�, �+�}+�4'^ d i.7.{~ +,�:}Y'4^ v"#.+'llr.�at �t r#�•t��,`x^'�1'[':.��$+":c? ,.Y�.. ^Yt' i • ' Permanent, legible identification markers of the type specified in the entitled Wire and Cable Markers shall be attached to each lead paragraph wire in each field test station. Each pipe lead wire shall be identified with pipe diameter and service. Underground reference elec- trode lead wires shall be identified as "Cu-CuSO4" . y 4.01.04. Splices. When permitted as specified. herein, stranded wires shall be spliced using a properly sized uninsulated butt splice compression connector using a calibrated crimping tool designed to crimp ` the connector. The connector shall not release from the conductor when pulled or twisted. Butt splice connectors for the various cable sizes k` shall be as follows. Stranded Cable Size Connector Tyne Manufacturer 8 AWG Pan-'Term Splice-Type SCS Panduit A compression connection installed underground shall additionally be soldered before insulation and burial. After inspection by the 15 Engineer, splices shall be insulated as specified herein. Galvanic cathodic protection systems splices shall be insulated with three half-lapped layers of rubber tape followed by three half-lapped layers of polyethylene electrical tape or equal. At each end of each T splice the rubber tape shall overlap the undamaged cable insulation a minimum of 1/2 inch and the polyethylene tape shall overlap the *. undamaged cable insulation a minimum of 1 inch. 4.01.05. Routing. Unless otherwise indicated on the drawings or `~ specified, lead wire and cable shall be installed not less than 3 feet below grade. Where lead wire is connected to pipe or to field test stations, •a minimum of 18 inches of slack shall be left in the lead wire to permit settling of the backfill without stressing the electrical . connection. 4.02. Exothermal Welds. Cable-to-cable, cable-to-rod, cable-to-pipe, q< and cable-to-steel structure connections shall be made by exothermal welding. Exothermal welds shall be made using new molds, sleeves, and cartridges sized .in accordance with the welding equipment manufacturer's -' recommendations for the particular application. Completed welds shall be capable of withstanding moderate hammer blows. Porous or deformed welds will not be acceptable. No exothermal weld shall be coated or covered until it has been inspected by the Engineer. (JEFFERSON CITY, MISSOURI) 16640 " (WASTEWATER FORCE MAIN ) -6- ,Z 4 di x �'':1 ().. i i y t� 't�L a•"na� i�!.{�` f.� 'Y .. .�C.'� t.4 �rf4 s� � fi.E" ' ,R :. *-f f. sr �.� ��' J�'' ....'!` ',ti. �' > .. x•"," .,5 `.. �•' ' .i .44'•. .+v.��`ria;.`; t .:S',x,W; iu 1� ,.,„y ��' , •x`�r�r 4;fr ?��k't�S�z F�'t^4�� a v'' s �r s M1t�7i�wr�f� � � � � a � ��'" 6 �, ��'"1".rt �'• ��.igrt�_T"'.}4f�{Y;.�d�r��}��}�� W M1'{1#S�•S"n£1,��`�"�}9h�.E,tl c,X�`.u.�..4�,�. y rf��,y y�� i 4.03. Coating Electrical Connections to Pipe. Coating of electrical connections to coated pipe shall be performed immediately following in- s spection of the connection using the materials specified in the paragraph entitled "Coating Repair Materials at Cable Connections," as ` recommended by the coating repair material manufacturer and as specified ,. ;r in this paragraph. All slag, splatter, and scale shall be removed from welded connections. " f Sharp edges or burrs shall be removed by grinding or filing. Connections shall be allowed l t handling temperature. All ,f to coo o an g p . t�r Y moisture shall be removed from surfaces prior to application of the y. coating materials. The coating material shall be firmly pressed into place, forcing the mastic material to completely cover the exposed connection area and to conform around the wire and the undamaged coating. 4.04. Field Test Stations. Field test stations shall be installed as t indicated on the drawings and as specified herein. Where it is not practical to locate aboveground field test stations } �tl directly over the pipe it is connected to because of interference with >` the normal use of the area, field test stations shall be located nearby, in relatively protected locations, in fence rows or adjacent to manholes, or similar structures where they will experience minimum ``' chance of damage and provide minimum interference with normal use of the area in which they are installed. Flush-mounted field test stations shall be installed flush with the top of an 8 inch thick by 24 inch square reinforced concrete pad. Unless otherwise indicated on the drawings, the top of the concrete pad shall. };. be installed 1 inch above the existing grade. The field test station identification, as indicated on the drawings, shall be plainly and permanently engraved on the top surface of the concrete pad while the concrete is still wet. 4.05. Underground Galvanic Anodes. Underground galvanic anodes shall be installed as indicated on the drawings and as specified herein. '> The depth of burial of underground galvanic anodes and distance from the pipe shall be as indicated on the drawings. 4 When installing anodes, penetration of layers of brick, concrete, or !, other debris maybe required to properly place the anodes. It is not intended that anodes be installed in such a manner or at such locations RxF that penetration of solid reinforced concrete or rock is necessary. If solid rock or solid reinforced concrete is encountered at a specified anode location at a depth which will not permit installation of the anode vertically at the depth specified, an investigation of the immediate area shall be made to determine if the anode can be installed 4f+# xr with the same orientation with respect to the pipe, and at the specified depth, as the location indicated on the drawings. (JEFFERSON CITY, MISSOURI) 16640 {P (WASTEWATER FORCE MAIN ) -7- Av t dd .r �Cz M1.i S ai..j .t f..t>r V' 1 r�.� 'y .t`=+1�iit�� . t,f�Yrf.��+�:�,�,�i}•� i / „�',ID r� yt: 1 7 { }1 Y' :f�'%s 14 ! { f& iL IYL`'.JCFY�,M1If 11t•Y' � k 71.{N k.. ,� � ht d fl M1��•'f.- N�[w: `y. r, ...� ��q° .s t rr3l. . ' . ; 4. .. � 1 '• ;.,x �{ ry��'j.",�' t�1rt.� a ...+..,�.�M1Y' 1 ,.. _ ✓li�._._.w. e t �. ._. .. _.... t__�.>__s �_ ..wr_ _\_.,_ _._�_._ _.� �.,...____ i.t.�.e.L , :. •,�'k��; S$ ?.ir' tt�; ,A c�llwa!�'cN' �'xi,•4-u5 i AT eh a h�F�` � .d L :✓ fx�<�^a*✓tad .i ib rp(r #," � - lr 2 aFS tf f ? d��7+ ^'{d 'c aj yAztgt x , 'tz4 Z 11rut E a r gt �1';-.'•fir na y �v3 '.,c!• �{�,'- CN` "�*,• ; �5�� Y<�,'Y•� �I4" �P •g�Yi'y t_:1.+•.'��}'3':'i`:i�} i�" t1�Si.G Ord Sp� P'F .IFS.: '�L4�1 i{`,�i.S .. ti�C�,S'�fi�.LG�� 5.a:_Stk¢?:��'a.iiie:.�.�rti�.�.�,•�,r�'fYit� d,. t •i. :.._ h If the Contractor is unable to find a place in the immediate area of the specified anode location where the anode can be installed vertically to the specified depth, the anode shall be installed vertically closer to t the surface so long as the earth cover over the top of the anode is at least 10 feet. Px 'a If the depth of solid rock is such that a 10 foot earth cover cannot be maintained over a vertically installed anode, the Contractor shall advise the Engineer, who will direct the Contractor how to proceed. After burial of the packaged underground galvanic anode but before backfilling the anode excavation, at least 5 gallons of water shall be poured over and around the anode package. Packaged underground galvanic anodes shall be backfilled with clean g g earth, free from rocks and debris. Anodes shall not be backfilled with P sand. A' 4.06. Pining Isolation. Flange insulating kits shall be installed in pipe flanges where indicated on the drawings and as specified herein. Bolting at insulated flanges shall consist of studs and nuts with suffi- cient stud length to allow at least one full stud thread protruding a} . ,� through each nut. Sleeves shall extend into the insulating washers. =; After installation, all insulated fittings shall be tested as specified in the paragraph entitled Insulated Fitting Tests. 4.07. Underground Reference Electrodes. Underground reference electrodes shall be installed as indicated on the drawings and as specified herein. Underground reference electrodes shall be stored and maintained in a dry environment, above freezing temperatures, until activation and installation. Underground reference electrodes shall be activated by complete immersion in clean, fresh water for approximately ' 8-12 hours prior to installation. Except as otherwise indicated on the drawings or specified, the packaged underground reference electrode shall be installed horizontally below the frost line, in moist soil, with a minimum of 6 inches of clean earthfill between the electrode package and. any surrounding rock. After burial of the packaged reference electrode, but before backfilling or covering the excavation, the activated reference electrode shall be tested for proper operation in accordance with applicable paragraphs covering testing. 5. TESTING. Testing to verify acceptable installation and performance of the cathodic protection system and associated equipment and materials shall be performed as specified herein. (JEFFERSON CITY, MISSOURI) 16640 �u . (WASTEWATER FORCE MAIN ) -8- . ,7 1. 4' 7 `r. f. a ,S t ,.,+P'.t ".r'd•. Y . 1 t� t .. .a x .��'�'.F f,.�u2 { S�tsl �' �":rte. vltTt ?'t' � .SVfXf . . •.. ' c t. •3. .3•{4r a •,�f $""S` a r. "', Vii;'' r�t',5. .'T��. 44 t �.�, •r.,,.r,a�l. f � s, r4 The Contractor shall provide all necessary equipment, materials, and labor for the performance of tests. If defects are discovered, the Contractor shall perform such additional tests as ark, required to establish the nature of the defects. If tests indicate that defects exist in materials, equipment, or instal- lations which are the sole responsibility of the Contractor, these de- fects shall be immediately corrected. Tests and repairs shall continue until the materials, equipment, and installations are in accordance with the specification requirements. Corrective action shall include the restoration of all other construction and facilities disturbed by the repair work. 5.01. Witnessing of Tests. The Engineer shall witness the performance of all final acceptance tests. The Contractor shall notify the Engineer 24 hours in advance when the Contractor is ready for the Engineer to witness the tests. 5.02. Test Equipment. The test equipment shall include the following: , Portable 8 inch saturated copper-copper sulfate solution ) reference electrode, "Model RE7" as manufactured by the M.C. Miller Co. Inc. , Ringwood, New Jersey, or Cathodic Protection Services Company, Houston, Texas. The reference electrode copper rod shall have been cleaned and the refer- ence electrode shall have been filled with a fresh copper- sulfate and distilled water saturated solution within 30 days of testing time. Submersible adapter for the reference electrode, complete with 100 feet of test lead. The adapter shall be "Catalog Number 16600" as manufactured by M.C. Miller Company, Ringwood, New Jersey, or Cathodic Protection Services , Company, Houston, Texas. Miscellaneous flexible test leads as required. High input impedance do voltmeter with millivolt scale and built-in ohmmeter, "Model 25, 85, or 87" hand-held multimeter available from John Fluke Mfg. Co. Everett, Washington. Low resistance do milliammeter, "Model 3-3" as manufactured by M.C. Miller Co. , Ringwood, New Jersey, Simpson "Model 250 VOM" available from Agra Equipment Co. , Tulsa, Oklahoma, or "Model 25, 85, or 87" hand-held multimeter as manufactured by John Fluke Mfg. Co. Everett, Washington. (JEFFERSON CITY, MISSOURI) 16640 (WASTEWATER FORCE MAIN ) -9- "A� -.•f�u�"!.Syi:'aysa{;f3vt t: } tr tw�E x �,z� o'.f t{'Y�ia.�iy ��'+�si'r T�'3�>f_�i +17�a a,, {na�t,k iY'j�t��y'�.x,w 9�t b.y+}�{.'a i;ri s�.isxil.t�qt 3•i S sr j4 4 z•i#°T`a ti�,t•�f aF. ,r? Imn, u 1},�,.�'�r^('S't ii'�{P j.r`�'• a ` a�{� �'� y� y rs T ,u t r f t ta"t, dr:i.•$rt a},�1a�it y S e��i,t �°iS '' d f L.6y a..�`Yr +Ft,, a'i+'t'X Y�•� ha y q ytl`tt �.r a�r t{ �f, l y� ?}r t]y,s.! 4�q f' X v*9S"•S s'! I`'SY'+t a,"�x l�w,�}711'�t" - rF.�t s a t a�� t .ry. iii' � Vff w� Ll-'r� r} s � r z 1 r s t 4a 'vz W 4^4d s .at ,}i1.{•t J w �.. 3 s y ' �f..'�:a 1 °.r„�i��i/,i' M t r�,'r4°a,S yr��.1*1,N�,;�•�9 i b'a;'S A�'7�fr"�.x.'�''s f r'rc'�7'gq tYd;4,,w.i�1 F�S tk�4tI��•yt�3�g'��1fxasP��it uir!f”''77 A,�f�(µio L ti m� 1-10,1 0y!c�l 0 'tf'a Fr Si"�r, !� d T��,t �..•,�}.,. �iS`��: w 7 N`�r f �E(ro;) ?�7'a ;�Sk.'fe5a ?+ r r �r�f/f..t}Sao'� �. +?� �..• tN � t'., � r �� .1 �t 7 ^r .ar,r, Y ° .r'� ..� ._. _.._ _. . . ..�. � .._ .. ,.W,r �...r•.u. __.rer tr_a.r .. .r•,,: w .. . - i^ T .r.k� '� r `:n� ,a':F?: r .i/ ,,, > Y3 Al.J, ' � - .: _ a if ;S r. hf ,1�'S.? +t�=�i^t�Ytf 3f�tA i i �• S.'1?�li:t��. i ..1`?t 1'-'4� r.t *.. y�. r Y may*.. �, �� s JtY�trd 1'�i"f .. g• '�S,"-s yt ¢rj �' ,:.Yi w.. �. ai?i,l7 5k✓,' i�a.,u z � � �S �1,t F> �*c�;, +� �i '�:.'.. s7' . I r1 Z t t 1. 3 `?f4�•`,t• -i' � S' 4 t }a �5 T �1 YM. �7 S f m w ' • r �tS`} ._,mot._... t 'a.,.fr•:::S1�il�...c.u+...i.�.r:�hfil I' ° '�L..✓,...,.,.i.:......Y:.k..:._:E,a a.-.�'"..s%:�P13:SS�L.nC,a..:5r& � !fairs }ttk (Optional) Insulation checker, Gas Electronics "Model 601" , available from M.C. Miller Co. Inc, Ringwood, New Jersey, or , from Cathodic Protection Services Company, Houston, Texas. r Six volt lantern battery or 12 volt automotive battery. }t. 5.03. Test Procedures. Procedures for testing the cathodic protection ; 'k;x ,a. system and associated equipment and materials shall be as follows. The Contractor shall record test data for each test performed and submit the ,t. data as specified herein. ' Except as otherwise specified herein, acceptance tests may be conducted r in any sequence selected by the Contractor as long as they produce re- sults confirming that the installation conforms to the specifications and that test reports accurately indicate the status of the system after completion of all installation and repair. 5.04. Insulated Fitting Tests. Tests to verify acceptable insulated pipe fitting installations shall be performed by the Contractor after all piping installations are completed. Insulated flanges shall not be i !; disassembled or reworked after the insulated fitting tests are complete. Underground insulated fittings shall not be backfilled until the r L" insulation integrity is verified by the Engineer. If the tests indicate that an insulating flange is not providing satisfactory isolation of t Fi connecting piping, the Contractor shall perform additional tests and work as required to locate and correct such deficiencies. The following paragraphs describe installation conditions or situations typically encountered in the field, .with the applicable test procedures that shall be used for that installation condition. It is essential ±;.: that low resistant electrical connections be established on each side of an insulated fitting while performing these tests. Y, Az?. Test Condition 1. The connecting piping on "Side 1" of the fitting is z. not contacting other metal or soil, water, or other electrolyte, while ' the connecting piping on "Side 2" of the fitting is similarly isolated or is only in contact with soil, water, or other electrolyte. Insulated fittings installed as described for "Test Condition l" shall be tested as follows. NMeasure the resistance across the fitting using the ohmmeter mode of the specified multi-meter. The measured resistance of the insulated fitting shall not be less than 1 megohm (1,000,000 ohms) . Test Condition 2. The connecting piping on "Side 1" of the fitting is + not under cathodic protection and does not have any power source at- tached. It may be in contact with soil, water, or other electrolyte, or it may be installed above grade where it may be either grounded or iso- lated from other metals. The piping on "Side 2" of the fitting is in contact with soil or water, but is not connected to a metallic grounding system, and does not have anodes attached at this time. (JEFFERSON CITY, MISSOURI) 16640 (WASTEWATER FORCE MAIN ) -10- ��} » 1'4�`t�"'�� u fiyrn Oy. �j`4�"t,2'•,�.�y4?�''�,t F vklj �r 5 ��''� i}}�fr i iry.<0, �%.H�4 t-{)t, dlY �t Ch )c"22 vk*j'.y''yjp+:�lS Y a't(.' .t�,}'lr 6j'Ff1?7'�i*i.SYYI` i P["�t wA � s Il",X!, *� f ?: J + yY f � ' ;.rRa r �' !'L.*^,*�/y^'-..7'."•�"''• t t"'"""^� '.'�'"'r'..'T�.'_. �. r 4`.�YrF' Y f - F` �f + y"YF";,�,�. ` ° �, 3 ^trt yti, # ,};�r i ,, I> , > is l3( .•f°*P � A i � ¢,t. •. .i... :bt S �� k}��t�t �,� .k'F 1'ft�l..•, 2J'ff 531t f i)) i�,'1`W"t,;'y¢r,tt - .'4za'S vF} ry,s� �.f i L'dt�ut y'i''g�n, � ?t � r .y� r�r .VS� r j�i�f� ,,��7�i 1,•.�:.,tr t��;r... ;kri'• s..,t v,_.,tn:w x �E+ ''Tir. a,.,,' .L. •7�' �r Insulated fittings instilled as described for "Test Condition 2" shall be tested as follows. l 4 ' Connect the negative terminal of the battery to the piping {s on "Side 2" of the insulated fitting. Connect the positive terminal of the battery to a remote " ground rod, anode, metal culvert, or similar buried metal structure. The buried metal structure should ideally be 10 feet or more from the piping on "Side 2" of the insulated x :t fitting. Caution: Leave the battery connected only long enough to complete the following step, to avoid depleting the battery. try' With the battery connected as indicated above, measure the r potential across the insulated fitting, using the specified voltmeter. The potential shall be a minimum of 150 milli- ,;,. s;',`' volts for the insulated fitting installation to be accept- f? able. (The potential may be near battery voltage on short, well coated, and isolated lines. ) ' F If the potential measured in the preceding step is less than 150 millivolts, the low potential may be caused by another fitting, on the same piping, that is not properly insulated. w be ' Insulated flanges or unions, and smaller insulated mechani- cal couplings, can be tested with the specified insulation checker to help locate the faulty installation or component. s{_ Test Condition 3. The connecting piping on "Side 1" of the fitting is ` . not under cathodic protection. It may be in contact with soil, water, or other electrolyte, or it may be installed above grade where it may be either grounded or isolated from other metals. The piping on "Side 2" of the fitting is in contact with soil or water, but is not connected to a metallic grounding system. "Side 2" has a cathodic protection system consisting of anodes attached directly to the pipe or connected to the pipe through an energized rectifier. Insulated fittings installed as described for "Test Condition 3" shall be tested as follows. Measure the potential across the insulated fitting, using the ,.G.. specified voltmeter. The potential shall be a minimum of t 150 millivolts for the insulated fitting installation to be acceptable. If the potential measured in the preceding step is less than 150 millivolts, the low potential may be caused by another fitting, f on the same piping, that is not properly insulated. Insulated flanges or unions, and smaller insulated mechanical couplings can be tested with the specified insulation checker to help locate the faulty installation or component. i k:Y (JEFFERSON CITY, MISSOURI) 16640 (WASTEWATER FORCE MAIN ) —11- N'< 7751! tti � My t i ^:4. it ttpp11tt ! •`x�.4'4° .�"�'; t� > Y.ii �.ftF -' °;f, .Ltd •'4yf u3 fi,y:'+2r�. ,r`r I ii 2r f (V Ff� k G .w�•,�'��' .tier ;r;�,';'�jittiit��v�a.,,�.,}�F�4rr 7r�� y s t �'� r,i"i71'�•r •16 1i�y�.��t�'yl•13LA�•A}�tq,�3� t'nS�`` e r r �.t ''�3,��1 Fvip"q�,�. p'} ��iL',�t � �'-i' , ' 'r +,t�.J s !dTuT,�afy},.�fit•^-rte Y Vr �y(•�; �, rt �,w�to�t �'f� rt, a 7 t rl,*Y�,! x't� +i S F'1'�p 1` 4 t y,• 4 td. .�'��{,{ �}r}�r'' f��.tt�'M7 f't t$ '� i��itY��'f9 7�"rf �i�Y f.5r��'S�trtSrA�� j(,'�5`�,.L� • + i�•..� =T�SI Y X ��, X �/ .d s;aFri� fir . 4 t.��. q.{t, Pfq'.�y�.��w JSF `A'�oL a�4�-nt;��. { � L�y� .� ,t ,ti, a �}�.� t � ��r ��+''�h`,f'��s1 r ir$a�t+�7��5s'.�{;�•�#µh�flt�,f r,ie*r � �+,{ F •t * n.., e f.3 •?b ��> .1, .! '+ �. .}..{ fl, 3 },±.. 9 �74aFa. F ,:.r t t:l.; tv` C7v.+�: t',,. f .t ,t g ''+ �,r� +,+' �f,,,,rrtr f z�, .. ,r t *+Ft,. 1} . •J.w gy"q�, ,lt ,... � .r_b t ., �t. ....__ •-+�.,� _ �_ .. _� _._ :ur___�='—___ `____.__ .� "'.rr _:J.aC.:�sl�'",ts*y+1 . 4. p t � �gi ' F"��, ��5}� �' �� tt��a��' t�;ct,';, 2 lv'�rr � fib• ��y� � �•��a` : f e� �f�"°°� tis� '�+''��t��{�'rtu fiixt��a + t ':yt;�4,1a' � } 7 t,` r tk �t *y 5.05. UnderQraund Reference Electrode Tests. After each underground reference electrode is installed, at least 10 gallons of water shall be + � poured over and around the electrode package. After the surrounding ' h soil and underground reference electrode package are thoroughly saturated with water, a mild steel stake or rod shall be placed in firm contact with the soil, several feet from the reference electrode package. The negative test lead of the specified do voltmeter shall be d .6 connected to the reference electrode lead wire. The voltmeter positive test lead shall be connected to the mild steel stake or rod. The do =1 voltage on the voltmeter shall be measured and recorded. For copper- copper sulfate type underground reference electrodes, a stable negative reading between 0.4 and 0.8 volt shall be obtained with the lead wires connected as specified for the installation to be acceptable. 5.06. Cathodic Protection Tests. All electrical and mechanical connec- tions to be made to the underground piping systems shall be completed before testing. Insulated fittings, field test stations, anodes and un- derground reference electrodes shall be completely installed, terminated and tested prior to commencement of tests. The underground piping, anodes and underground reference electrodes shall. have been completely P , backfilled for at least 1 month before final testing is started, although prior tests may be made at the Contractor's option for his own information. A # 5.06.01. Galvanic Cathodic Protection System Tests. The galvanic cathodic protection system testing shall include anode current mea- surements and pipe potential testing. The following test procedures shall be performed in the sequence listed: fR a. Pine Connected Anode Current Measurements. The current from galvanic anodes shall be measured as follows. At each field test station with a galvanic anode. terminated, disconnect the jumper between the anode lead wire or anode header cable and the pipe lead wire. Connect the positive terminal of the specified low resistance do milliammeter to the pipe and the negative _* "' terminal to the anode. Measure and record the current. �: INA which flows from the pipe to the anode, and the ti polarity. � The polarity should be positive if the meter is connected as specified above. Repeat the above procedure, this time using the spare pipe lead wire. Reconnect and firmly tighten the jumper between the anode lead wire or anode header cable and the Pipe (JEFFERSON CITY, MISSOURI) 16640 (WASTEWATER FORCE MAIN ) -12- t tfi 'Y Afire 4.1 s �'� /,�`ya u'��{'+kti�' ti`�l� L�$�,�`�rtR itl�`+�f"`��f�' ��ttj�'� ,✓ �t .,t yr J ,�( t, r,..P.f :Tw,.rt^'i Z ;y;ykt,� t,�1"�., �Jt� T `•4��.1i;i�Y 5`�t tit a t Y{,'�,tRYa" .��s 5Tt. I� Ci4yt;�' j 'i�<..: � �.f v� 'tn�" u�5� �`_'1, :„ ��...;.. �...A � t..wt. tJ�i= :� +..c,w�+,,•1r•k 'Y'i' y�•�� l'� s' s at<�� + ... �tai. t s��,tz$,. '! ., t, , r.� ,s c t 7 �. ag cr ++ ,,�'Y-� . sx .r..x�P,• fi'..0 t i•Sri r'3 Sa W iL,{k' •#xid '": f p `�s t'kk �'Fly� St^icy+. ^#yt� `- b. Pipe System Potential Measurements. After satisfactory cur- ?`:S°= `: rent measurements have been obtained for all test station con- nected galvanic anodes on an isolated piping system, pipe po- x tentials shall be measured for that piping system. Pipe potential measurements shall be made using the specified volt- ',b. meter, test leads and reference electrodes as follows: } V; At each field test station with an underground reference electrode termination, connect the positive terminal of the voltmeter to one of the pipe lead wires and connect the negative terminal of the voltmeter to the underground �. reference electrode lead wire. Measure and record the voltage obtained and lead wire used. Switch the meter lead wire connection from one pipe lead wire to the other and record the voltage obtained and lead wire used. The ` polarity of each measurement should be negative if the meter is connected as specified. X;, In addition, pipe potential measurements shall be made , y. and recorded at 100 foot intervals over the underwater portions of the pipe using the specified voltmeter, long flexible test lead and portable reference electrode with submersible adapter. 5.06.02. Test Reports. Within 15 calendar days after completion of the u` cathodic protection tests, a complete report of the test results shall be submitted to the Engineer. The Engineer will interpret the results and advise the Contractor whether or not the system is acceptable. rY i For the system to be acceptable, tests must indicate that a protective anode current output of 0.03 milliampere per square foot of coated pipe 3. s surface will produce potentials which are not less than 0.90 volt at any location. If the tests indicate protective current outputs are in excess of 0.03 -;r milliampere per square foot of coated pipe surface, the system will be unacceptable and the Contractor shall be directed to locate and repair defective coating and/or locate and remote grounds on the system. R� F If the galvanic system anode current output is less than 0.03 milliam- pere per square foot of coated pipe surface and potentials do not indi- cate protection has been achieved, the Engineer will advise the Contrac- tor how to proceed. The test reports shall include the following items: t.• Drawings upon which the location of each test station, underground reference electrode, galvanic anode, and insulated fitting is indicated. Drawings with sufficient information that each underground galvanic anode can be exactly excavated or replaced. (JEFFERSON CITY, MISSOURI) 16640 (WASTEWATER FORCE MAIN ) -13- .j r ° ?'�'� �'�d�+S�r��'L1�,,eT i `` �r t>.v+ �d �;?✓�p y'.+r`� ti.py�tf �� 'r.!4 t j ,, S: #��a� 't�� a. '✓.,a }, "G`K�1 �t St x� t'�'��}lt�aL Y�"'�rtt��`+'{f� +� y,�"y rnS.tY t1'�'�i"rY �� n L Ji7P • y... F, � 'w• J�' y ,r f r� r rt it ra �.'4 i t � c A 7 k t i r'� 'fl t�7` ie��1l•tT � j,7�'�� r,.s-cr", - ?�t 2 t�n�*� a� ra.l"� '� r ,�j�+ y e �: S u'{.) F� r.1�'�d4�-+dr�t '�yi �4�'?�:;;7xN S•��?Y yt//�� "t �y�i+t"'3��1�7{v` ''1}u'`r..I{�{y�C., '�. � "�.7•�'F^';i,:a",�.4��ii'tv5,'•;�� y{`r'',�";;'` `,�* ,:�,��'�...��k�s� �f". •n �i' ` t "!7�y,��lk a?xJt:�,Y7�.. � �b T>''{ a dt`�✓{a��#`�,t} .n�y`�r}'aF�,,l7;�"��'�� '�,�� ( lam" art w'i ' r ,fr a •Tj 'a. � tr ��. f�j�`�dr`t 4if z^r44,Fq t,��1 Sri .s.ytir r t x.K;,z.�,r �} 7�. ^i G �'y�}-lr: ;51�'S�ty,.�j 'r.�r.�. �f�t� �.}��`�`�'' ��t`?�k�j+•�� _Z � �6}��r'4'i"a�rd�,Y". ••:�r'��'"��wF'� �.7s ,rte f;tti,.." � .. r ..d__ _ ... ��)t ,. _ . ... •. ..._ . ,`�..,f_ ... '."'�.� ., ., . ,.,.'` '?",�ia.. .'� �,��.'.?�.rr Drawings showing the location of each field test station complete AM with a description of pipe lead wire connections. / Records of all anode installation details. Tabulated reports of: The final anode current measurements of each test station connected galvanic anode. The final insulated fitting test measurements, with the test method indicated. The final pipe system potential measurements. `R The underground reference electrode tests. 6. DRAWINGS AND DATA. Complete specifications, data, and catalog cuts or drawings covering the items furnished under this section shall be submitted in accordance with the submittals section. End of Section ri d p 4 11 1 (J,EFFERSON CITY, MISSOURI) 16640 (WASTEWATER FORCE MAIN ) -14- :,fit p .mf� .. .p .. i i��`•. :• .. F .(a! .F"'` ti. _p r. i, y�,� .t. 1 Amendment No. 1 to, Contract For Professional Services Owner: City of Jefferson, Missouri Project: Wastewater Force Main Installation This Amendment No. 1 modifies the Agreement for Professional Services between the City of Jefferson (referred to herein as the "City" ) and Black & Veatch (referred to herein as the"Consultant" ) , dated June 6, 1994 (referred to herein as the "Contract„ ) , which is incorporated herein by reference. This .Amendment authorizes the Consultant to perform design and construction phase Services in connection with installation of a Conduit for communication cables in conjunction with the force main referred to in the Contract. These Services are more fully described as follows: 1 . Prepare and process a construction contract document h change (Change Order or Bid Addendum, as appropriate) to add the Conduit to the City,s Wastewater Force Main Installation project. The work is to include the following: • Determine material and wall thickness of Conduit. City to select Conduit diameter. • Conduit to be designed for installation with the 30-inch Wastewater Force Main pipe under the Missouri River. • Cost of Conduit and installation to be a separate 3 item, either as a bid item or by change order. • Project funding assistance for the Conduit is excluded from this agreement. • Communication cables are to be designed and installed by others . 2 . Review and process Contractor document submittals in connection with installation of the Conduit. 3 . Inspect installation of Conduit and advise City of any changes prior to installation. 4 . Add Conduit installation to the Record Drawings . 5o. 'I' ... h” { r nCt.. a 1. 4 .1 This Amendment No. 1 shall modify the terms for the Consultant's compensation as provided under Attachment B to the Contract. For the Services described above, the Consultant's Compensation shall be a fixed fee sum of $15 , 000 . One half of this fee shall be due upon issuance of the construction contract change document, with the remainder due upon Substantial Completion of the Construction. IN WITNESS WHEREOF,, the parti s have executed this Amendment No. 1 , this day of _ , 199,4 5„ CONSULTANT CITY OF JEFFERSON CITY BLACK & VEA.TCH By: By: c Keller Ti %,riw er- Title: ATTEST: ST: Grego IL. /Miller d1ty C erk Pro j t Ma ager App ve to F -City unselor .'V�,,t � =rr K `sYuti 0�u"e'4 t L".. y 7{ . { ! `CL YF•' FT(:'} '}'{ �,i ..F { `•� `ey �`y 1iy., t, Y ,�I it �i4.1; 4 r.. � , c ir•a Y i t 4A 1�r y is �� `Y-�".�¢k}'•� r�7��'�'�4� ti sr� � i 2 ,,,.+�' �� 55'f �; �J' f. :` Fk ��{'�4'�i' .� 7r,kr tA,�r�'}4. ♦ a`.� rdl.:'i��t''n1A ;°�trd rYt+ � n t : r w{. q ;yu e aJ ' � +� �S :..�. .�.,4'.k...x. 1r .4,.•,ir'.. .YSyy . �� ir L Fc ��.. 1 cF*I 4 t r��rt•i'r2>,j .t rf"'�"tat �! v i { I § S 4vr•-��y• ,� ��. ES',4'�� 1 •, CONTRACT FOR PROFESSIONAL. SERVICESe � 2t THIS AGREEMENT, made and entered into thisy day of 1994, by and ' between the City of Jefferson City, Missouri , a munic1 al corporation, r hereinafter referred to as the "City" with offices at 320 East McCarty, F Jefferson City, Missouri , 65101 , and Black & Veatch, a Missouri partnership, Y }} hereinafter referred to as the "Consultant" . WITNESSETH: THAT, WHEREAS, the City desires to engage the Consultant to render certain technical and professional engineering services hereafter described in Attachment A, Scope of Services, below. WHEREAS, the Consultant made certain representations and statements to the City with respect to the provision of such services and the City has accepted said proposal to enter into a contract with the Consultant for the performance ' {r; <-b of services by the Consultant. E•1 NOW, THEREFORE, for the considerations herein expressed, it is agreed by and between the City and the Consultant as follows: k+ : R 1. Scope of Services. The City agrees to engage the services of the s: Consultant to perform the services hereinafter set forth in connection with the project described in Attachment A. 2. Additional Services. The City may add to consultant services or delete s therefrom activities of a similar nature to those set forth in the Scope of Services above, provided that the total cost of such work does not exceed the total cost allowance as specified in paragraph 6 hereof. The Consultant shall undertake such changed activities only upon the direction of the City. All such directives and changes shall be in written form and approved by the Director of the office of Public Works and shall be accepted and countersigned by the Consultant or its agreed representatives. 4:>> , 3. Existing Data. All information, data and reports as are existing, ' available and necessary for the carrying out of the work, shall be furnished N to the Consultant without charge by the City, and the City shall cooperate ti. with the Consultant in every reasonable way in carrying out the scope of V` services. The Consultant shall not be liable for the accuracy of the n information furnished by the City. 4. Personnel to be Provided. The Consultant represents that Consultant has > u_ or will secure at its expense all personnel required to perform the services called for under this contract by the Consultant. Such personnel shall not be employees of or have any contractual relationship with the City except as employees of the Consultant. All of the services required hereunder will be performed by the Consultant or under the Consultant's direct supervision and all personnel engaged in the work shall be fully qualified and shall be authorized under state and local law to perform such services. None of the pb014 1 3/21/94 r `1 l i Y,`t ,F�a :�I ,l7^''•µ� r 5 Ya4 Pye r �'v. ..r(.'i.�i t �P'C'a .�� ?j �- '11 p�p+'�'{/R� r ��'�•�d. , �f` 'trd1'i d'"`3��,+'� lr r '{�7 r < fi TRJ�s W t . 1 '�.` {fir,; . {k�,r•. .v� j: t 74��.,. `Y. 7'1 t.{ ..:� I „ ,*t .._`..:1�_ _ _s._..1�.+�1r. `9Y r.a.Y....�..L•, `�44.:-._\_ " `�iY.•. `,L 77 'i ji 1df work or services covered by this contract shall be subcontracted except as 77 provided in Attachment A without the written approval of the City. 5. Notice to Proceed. The services of the Consultant listed in Attachment A, Sections A and B shall commence as directed in the Notice to Proceed and shall be undertaken and completed by April 1 , 1995, if the Notice to Proceed is given by June 1 , 1994. 6. Compensation. The City agrees to pay the Consultant in accordance with the terms set forth in Attachment B, which shall constitute complete compensation for all services to be rendered under this contract. The final payment will be subject to receipt of a requisition for payment and a statement of services rendered certifying that the Consultant fully performed ' 2 all work to be paid for in such progress payments in conformance with the contract. It is expressly understood that in no event will the total compensation and reimbursement to be paid to the Consultant under the terms of this contract exceed the sum of $250,000.00, for all services required unless specifically and mutually agreed to in writing by both the City and Consultant. Such compensation will be paid in progress payments, as specified in Attachment B. No change in compensation shall be made unless there is a substantial and significant difference between the work originally contemplated by this agreement and the work actually required. 7. Failure to Perform, Cancellation. If, through any cause, the Consultant shall fail to fulfill in timely and proper manner its obligations under this contract, or if the Consultant shall violate any of the covenants, agreements, or stipulations of this contract, the City shall thereupon have the right to terminate this contract by giving written notice to the Consultant of such termination and specifying the effective date thereof, at least five (5) days before the effective day of such termination. The Consultant may without k:3: cause terminate this contract upon 30 days' prior written notice. In either such event all finished or unfinished documents, data, studies, surveys, drawings, maps, models, photographs, and reports or other materials prepared by the Consultant under this contract shall , at the option of the City, become its property, and the compensation for any satisfactory work completed on such documents and other materials shall be determined. Notwithstanding the above, i`ij.v the Consultant shall not be relieved of liability to the City for damages sustained by the City by virtue of any such breach of contract by the Consultant. 8. Assignment. The Consultant shall not assign any interest in this contract, and shall not transfer any interest in the same (whether by assignment or novation), without prior written consent of the City thereto. Any such assignment is expressly subject to all rights and remedies of the City under this agreement, including the right to change or delete activities from the contract or to terminate the same as provided herein, and no such assignment shall require the City to give any notice to any such assignee of any actions which the City may take under this agreement, though City will attempt to so notify any such assignee. pbO14 3/21/94 2 k .g X. 7 Confidentiality. Any reports, data or similar information given to or prepared or assembled by th e Consultant under this contract which the City confidential shall not be made available to any e to be kept as tt......... re nests individual or organization by the Consultant without prior written approval of the City. 10. Nondiscrimination. The Consultant agrees in the performance of the Ny contract not to dis criminate on the grounds or because of race, creed, color, national origin or ancestry, sex, religion, handicap, age or political affiliation, against any employee of Consultant o r applicant for employment and shall include a similar provision in all subcontracts let or awarded hereunder. 11. independent Contractor. The Consultant is an independent contractor and nothing herein shall constitute or designate the Consultant or designate the Consultant or any of its employees as agents or employees o f the City. 12. Benefits not Available. The Consultant shall not be entitled to any of the benefits established for the employees of the City nor be covered by the Workmen's Compensation P rogram of the City. 13. Liability. The parties mutually agree to the following: a. In no event shall the City be liable to the Consultant for special , : indirect, or consequential damages, exc ept those caused by the City arising out of or in any way connected with this con tract. The maximum liability of the City shall be limited to the amount of money to be paid or received by the City under this contract. b. The Consultant shall defend, indemnify, and hold the City harmless from and against all claims, losses, and liabilities arising o ut of personal injuries, including death, and damage to propert y which are caused. by the Consultant's negligent acts, errors or omiss ions or intentional torts in the performance of this contract. The maximum liability of the Consultant shall be limited to the amount of money to be received by the Consultant under this contract. 14. Documents. The Consultant agrees that reproducibles of tracings and maps prepared or obtained under the terms of this Contract shall be delivered y . upon request to and become the property of the City upon termination or completion of the work. They are not intended for reuse without prior written ver ification and approval by the Consultant. Copies of basic survey notes and ya sketches, charts, computations and other data prepared or obtained under this Contract shall be made available, upon request, to the City without restrictions or limitations on their use. When such copies are req uested, the City agrees to pay the Consultant its costs of copying and delivering same. 15. Nonsolicitation. The Consultant warrants that he had not employed or retained any company or person, other than a bona fide employee working solely for the Consultant, to solicit or secure this Contract, and that he has not paid or agreed to pay any company or person, other than a bona fide employee t. pbO14 3 3/21/94 {U5 -F N -VF TPA 'M NO )N ,9W working solely for the Consultant, any fee, commission, percentage, brokerage fee, gifts, or any other consideration, contingent upon or resulting from the (D award or making of this Contract. For breach or violation of this warranty, the City shall have the right to annul this Contract without liability, or, in its discretion, to deduct from the Contract price or consideration, or 4, NX otherwise recover the full amount of such fee, commission, percentage, 0 . g F4 brokerage fee, gifts, or contingent fee. g-g-r rff", 16. Books and Records. The Consultant and all his subcontractors shall maintain all books, documents, papers, accounting records and other evidence -this Contract, and shall make pertaining to costs incurred in connection with such materials available at their respective offices at all reasonable times I during the Contract and for a period of three (3) years following comp etion of the Contract. tant shall not be liable for 17. Delays. The City agrees that the Consul delays resulting from causes beyond the reasonable control of the Consultant; that the Consultant has made no warranties, expressed or implied, which are not expressly set forth in this Contract; and that under no circumstances will the Consultant be liable for indirect or conseqUential damages. 18. Notices. All notices required or permitted hereinunder and required to be in writing may be given by first class mail addressed to the Director of Public Works, 320 East McCarty, Jefferson City, Missouri 65101 , and Black & Veatch, 8400 Ward Parkway, P.O. Box 8405, Kansas City, Missouri 64114. The date and delivery of any notice shall be the date falling on the second full day after the da of its mailing. y 19. Third Party Rights. Nothing in this Agreement shall be construed to give any rights or benefits to anyone other than the City and Consultant. 20. Insurance. During the performance of the services under this Agreement, Consultant shall maintain the following insurance: a. General Liability Insurance with a combined single limit of $1 ,000,000 for each occurrence and $1,000,000 in the aggregate. b. Automobile Liability Insurance, with a combined ,single limit of $1,000,000 for each person and $1 ,000,000 for each accident. C. Workers' Compensation Insurance in accordance with statutory requirements and Employers' Liability Insurance, with a limit of $500,000 for each occurrence. d. Professional Liability Insurance, with a limit of $1,000,000 annual aggregate. Consultant shall , upon written request, furnish City certificates of insurance which shall include a provision that such insurance shall not be cancelled without at least thirty days' written notice to the City. pb014 4 3/21/94 41, zs �y;�9zyiru�f. �'1 � �. iii,� .r► ,''= __ .ice.:�: I1 Lit� fit .. ki r+ rt F tt I�. w+� .tf�. ;.t i �.e I �W'`7 xl. ✓ x 4 F s �t,• ;�sy ft} � rt 1 . JIA I K. it ' ,I x x t y' � {?• rd t Ifs i44 t 'r d ri(( {la � o ! xt,. y ��—L...:;,,�. � TM{'..1 t ..A. x Y'`t(i � rl �e 11 P 2 Sf•.(i Sr:t i�� .t :� 1 t �!t�,, � r. ., � i.� F r.t.y ht� .� �,,...�,� ,� t t �� F�1. {�t y'4 .f It>ti S � .., lt,,r 7 h y4't} 1� •,t ^� a. 1.�+� .. �� "'<, a. � :°f lY. ';rx" i'`}�R.2 �S '•�, '`��. .��{ �yrte: ��` t� s r . i,�tt '� • ,,,�\�_ ��.j. . .!>S+tj S r �i...��. :},.:.yid «}� r' F�, ^t;QS 5.��'�)} ��iYtr i)xh.i ,z •�4�.,«1 .� ' �% f� s'�;c.' ' r.;. ,,,�e t,� dr4,�,k.��. tv�.4T'rt l,,.�p`y�'kty'.: { aii{{itd .3 �' j��E trsdri �,g•�",s F'n �yl�e.l r h L}`�a��-{ 'S'� � ��•�5*,y- P� iS k{ •I � Sn.�'r�r�Tqq�,,Y,,rr n �i l�!tt�t,��'� ,i` � r �• W r 1 FY'L'�� r' 'tr.r1 4.vt� xt, �pir` ��F �,x R.�'P?k,°.Ya.'T � SL 5 Jt: ,:• h. i ATTACHMENT A TO CONTRACT FOR PROFESSIONAL SERVICES .� . CITY: CITY OF JEFFERSON CITY CONSULTANT: BLACK & VEATCN e PROJECT: WASTEWATER FORCE MAIN INSTALLATION DESCRIPTION OF SCOPE OF SERVICES A. DATA COLLECTION PHASE 1. Conduct a project initiation meeting to clarify the City's requirements for the Project, review pertinent data available and review general schedule. 2. Obtain relevant information from the City's files regarding r geotechnical conditions, existing drawings, and other available data. fly 3. Conduct field review of existing pump station and force main layout rig' and conditions. 4. Review future population and growth projections that will contribute to wastewater flow in the force main. . 5. Perform future wastewater loading analysis and review with City for force main sizing determination. u#> 6. Review operation of the wastewater pump station to determine if modifications or improvements are recommended at this time. 7. Review operation of present force main outlet works. 8. Submit preliminary information and field layout to directional drilling subconsultant for his review and comments, 9. Obtain and review available topographic, property, and utility maps E for the site. 10. Communicate with the regulatory agencies to reach an understanding on design objectives. ' B. DESIGN PHASE s >. 1. Prepare a Design Memo that outlines the key design issues for the river crossings. Review the Memo with the City's Staff and provide copies to the City for submittal and review with regulatory agencies. E a pb013 A-1 3/21/94 1 tRY I I ,!... `r• � �; ti9.' 'tom u ti :ry t� �r}�t••': � Y` .}t 'Jit .rr �' � •�.i��lc$ r C•" "�" � �.� t>v� P1i s ' •�' Mr�n. , ",. h 'il \f �1r J. P r .� �!"f f 7 .S t..1�j . k '" 3, h '+4 T'• :f � Y�k�AF Jt ) iF-t'�ur',hF�.j. p.,.Fv 9 „ •� � rP � "t. ?;`G5'-� mM rtuM °1� d { 1 xf r .; 2. Arrange a schedule for workshops to be conducted, as required, through f? the course of the Design Phase. Workshops will be held at key times -' f with appropriate parties as designated or agreed to by the City, tr� ` 3. Arrange for a directional drilling subconsultant to be involved in the y..:' project. Obtain recommendations and discuss project with the subconsultant. 4. Arrange, through a subcontractor, for geotechnical services, including A� soil borings, laboratory tests, and other items necessary to plan the construction. Y 5. Coordinate the design and property survey work required to provide design information. `. 6. Obtain and review City-furnished front-end documents, if required, f meet with City to resolve review comments, and revise the documents accordingly. 7. Prepare the drawings and specifications for the force main river crossings. Provide preliminary drawings for the City' s review in r connection with the review Workshops. ', 8. Prepare an opinion of probable construction cost covering all the 's improvements for the river crossing and associated work. .. 9. Submit drawings and specifications and other necessary information to the City for application to the appropriate regulatory agencies for approval . After receipt of agency review comments and the City's e: comments on final documents, revise and resubmit, if necessary, to the City for reapplication. 10. Supply the City with forty sets of finished drawings and specifications for advertisement and bidding purposes. 11. Send project advertisement to prospective bidders in Black & Veatch's contractor files. 12. Assist the City in receiving, opening and analyzing the bids rye; submitted. 13. Prepare copies of contract documents conforming to the awarded bidder's submittal . 14. Prepare and distribute a formal bid tabulation sheet to all bidders. C. CONSTRUCTION PHASE 1. Review the Contractor' s insurance certificates and forward the certificates to City for acceptance by City's legal counsel . pb013 A-2 3/21194 ,J r . r ,t, Z,ar'•..;fi. ..,,�? � .a } .t.4� ` •Iy �:'`"�i �� ,/seFS+Ck' r r ,{r Alf y,' `� 4A` r k'. ''5"L3kk'1x'*,w"y{i' yt,fi1N Fii§ ;F+t-D yrS.gy`.i QQ ? }�MR t a,w"i•++ v .tb rL`"{ ,§N;' t,4` r:t vr. F }+�{tk'p ( v't� `}�'g'` . � i'k !,+ } .�`d;:l• t l* r :•'(� Y i ai'S .rx �J S+. v�•:� ::".Y ,a �•+ [-t.y t��.I�,S„ �W �k:.,c tf� FJKty+fir t h�. •v- 4 Az 0 k iki No 2. Schedule and conduct a preconstruction conference with the Contractor and all agencies that are involved in the project. 3. Arrange for the directional drilling subconsultant to be at the project site during key portions of the construction activities. 4. Review and comment on the Contractor' s initial and updated construction schedule and advise City as to acceptability. 5. Review drawings and other data submitted by the Contractor as required by the construction contract documents. Consultant's review shall be for general conformity to the construction contract documents and shall not relieve the Contractor of any of his contractual responsibilities. Such reviews shall not extend to means, methods, techniques, sequences, or procedures of construction, or to safety precautions and programs incident thereto. 6. Interpret construction contract documents when requested by City or the Contractor. 7. Review and process the Contractor's monthly payment requests, and forward to City if appropriate. 8. Provide documentation and administer the processing of change orders, including applications for extension of construction time. Evaluate the cost and scheduling aspects of all change orders and, where necessary, negotiate with the Contractor to obtain a fair price for the work. Said negotiation shall be subject to the approval of City. Work related to unusually complex or unreasonably numerous claims is covered in Supplemental Services. 9. Upon completion of the project, revise the construction contract drawings to conform to the construction records. Submit two copies of the prints to the City for records. 10. Upon substantial completion, inspect the construction work and prepare a punch-list of those items to be completed or corrected before final completion of the project. Submit results of the inspection to City and the Contractor. 11. Apply for consent of surety to final payment. 12. Provide assistance to City in completing FEMA forms for partial payment requests and for the final payment request. Apt D. RESIDENT PROJECT REPRESENTATIVE Consultant will furnish a full-time Resident Project Representative and assistant Resident Project Representatives as approved by the City. The Resident Project Representative and assistants will observe the Contractor's pb013 A-3 3/21/94 r. •{� � (. M�1 s 2 c �u¢ ,. .� � 'r 3pn7, t,,,,x"T°S'�" 1,�1. r ark• i t .Ytl�„TM' k #F •. S 3,`'��tv ��x��4 rat i4 �Y�v�'i" sr ; i i 6 . � i} 5 i` 7r ,t.. . sM", salhY�i�s� ;g� Ya}1��0,�,��h�/,�r�f'h +c I a� work and perform the services listed below. The Resident Project ( Representative shall not have responsibility for the superintendence of construction site conditions, safety, safe practices or unsafe practices or conditions, operation, equipment, or personnel other than employees of the Consultant. This service will in no way relieve the Contractor of complete supervision and inspection of the work or the Contractor's obligation for complete compliance with the drawings and specifications. The Contractor shall have sole responsibility for safety and for maintaining safe practices ] s ' wt. and avoiding unsafe practices or conditions. Specific services performed by the Resident Project Representative and assistants are as follows: � �t; 5• 1. Attend the preconstruction conference, and assist Consultant in explaining administrative procedures which will be followed during f r.s construction. , �a �t 2. Conduct onsite observations of the general progress of the work to assist Consultant in determining if the work is proceeding in accordance with the construction contract documents. ,y_' i 3. Advise Consultant and the Contractor or its superintendent immediately of the commencement of any work requiring a shop drawing or sample '? ' `' ' N` submission if the submission has not been accepted by Consultant. z 4. Monitor changes of apparent integrity of the site (such as differing subsurface and physical conditions, existing structures, and site- ' related utilities when such utilities are exposed) resulting from construction-related activities. t., 5. Observe pertinent site conditions when the Contractor maintains that s differing subsurface and physical conditions have been encountered, and document actual site conditions. Review and analysis of the {! Contractor's claims for differing subsurface and physical conditions are supplemental services. S' 6. Establish and furnish the Contractor with necessary baselines and control points which will be used as datum for the work. Actual construction staking will be done by the Contractor. 7. Visually inspect materials, equipment, and supplies delivered to the worksite. Reject materials, equipment, and supplies which do not conform to the construction contract documents. . 8. Schedule and attend monthly progress meetings, and other meetings with ` City and the Contractor when necessary, to review and discuss �t f:r construction procedures and progress scheduling, engineering . management procedures, and other matters concerning the project. v {. r; 9. Submit to Consultant, with a copy to City, weekly construction progress reports containing a summary of the Contractor's progress, �4 general condition of the work, problems, and resolutions or proposed resolutions to problems. yf: { pb013 A-4 3/21/94 .{ :t a �• �''.�, ..< � I N•'}a�,fy't4` � 7lv ' } 1" F . t 33 t i�,a`ee,, r yfigJi a`� ��r i�.�,it7,�n.t F^�f a �i ,t , }f$b x '1 }, �: Fr� rr, (�,�id >��.(•F t i z A'1.- f s r r s J� }� r it J r t .. S 1�l> t+.+ ; ' >.1"'1.��:¢•ty§'W,�' F}' title{�'� s i�, ±P . i{i .,.,p Tx'Cl y /✓ {� MY r�ti r+-`•i'uh�u�AZitrti f'�3iS.kT {csrft r e . a , x Itt r4 - s.�t 1S.tx�ft�.ffi}1� fS•.'}ifsi�'�S.d,}'^� �I. ui�''•G .X1t t'' fff,ra,:8' r j . i � { is J' t' rP';\. t 1. 4 qtr i2t r`t�}l:r.�7ijlyTtS ;Sfwi i Ot 7 at)i� � '+ 1�YY'f� �f ` �X •$ si"S1 F . i t f5)t�'i' .htat a .?, Sjro�r� \'ry 4 , . >.� �`U61 dY7 v.?k. t�k {r i Yt'"k`gy t;�'+�t1� 'st f�,�t�'fP J'f SJ ...15 t 1 Y '.'43_i.; l t , j' ..r'e'ir t"'r.t � k,Jf tyj tt.J% w 9t2..✓n. . P.it.�f� �} d j E - j ., �q. f • ,, ��'".�. f ,{tf , 3 ,� r .. { mPL''� ta'r d, i" ,. ..6 ..� ��T .�,Er ax� � � �- �' f E -`" 10. Report to Consultant regarding work which is known to be defective, or which fails any required inspections tests or approvals, or has been damaged prior to final payment; and inspections, tests whether the work '{ should be corrected or rejected or should be uncovered for observation, or requires special testing, inspection, or approval . Review applications for payment with the Contractor for compliance with the established procedure for their submission, and forward them .tt , with recommendations to Consultant, noting particularly their relation to the schedule of values, work completed, and materials and equipment y t� {£+ orated into the work.,delivered at the site but not incorporated p .'M, 12. Maintain a marked set of drawings and specifications at the jobsite I. , r based on data rovided b the Contractor. This information will be �b combined with information from the record documents maintained by the Contractor, and a master set of documents conforming to construction records will be produced. 13. Maintain the following documents at the jobsite. Erd,e41i .,i a. Correspondence files. '£ b. Reports of jobsite conferences meetings, and discussions among the Consultant, City, and Contractor. c. Submittals of shop drawings and samples. d. Reproductions of original construction contract documents. e. Addenda. f. Change orders. g. Field orders. h. Additional drawings issued subsequent to execution of the construction contract documents. i . Progress reports. j. Names, addresses, and telephone numbers of all contractors, subcontractors, and major suppliers of materials and equipment. 14. Maintain a daily diary or log book of events at the jobsite. The diary or log book shall remain the property of the Consultant. r E. SUPPLEMENTAL SERVICES Any Work requested by City that is not included in one of the items listed in any other phase will be classified as supplemental services. AWOhL pb013 A-5 3/21/94 ' � 3 .tk I t'� E At Y 3. t � .f• � .fx. 1�t,, ., , �a r�}�tt�r �S�Y� r i r t r r t{ r' � x rY �$b n r r, / t .,a b r r.• 1.a I�i, ,n t t ?'� �75��:.;p^ u r .x .� a ,>v w .1.. r; ,r, Grp 's t c�" t' •� �:' ,,ai7 fr!e !'t i:,.a+ + r.v; a; 'r'>.\',�j � '71?r .'�tr:'iB ri•.R� p.ti"1� '�'�. .,4r'"'x :�'J,+fit>�1' :r. Y' .¢ 4'. ;�rSa ,$ ,1`ri',S..H,:?'.:.'fit"Sa<-� '� t�...tii b 1 :f I r a t r: ..,, L t �. p t. I .sr' F f„ :r« i. S,^,;. z*. •.k.Ja.,. e V,..f,•tr�.Yr ,i `'"''is. 5. .F$!Y-i if ,v •� T+l;{tr. ,,pr t�^' c; .tt# 1 ;tifNx9rn.}ti„ �=:n.\•� t + �r' �': G, ? 'r,P:\•' ..y;�,7 �+ r ,){.. .stns,�'„r��r;3'r;:7'�'�rS'�'>�.;'p`� 7.F.r�,".y� �,#�� i�r•�•�` �` �. txrr'� ^,.ts�• ,9•t 'm%�ss•, �t..°� d�`,,. '�� t•.,,,�<;2 .'?��,t�a.1�y,1 •l s � r�-� P's. a \�..;i�+.�'`s".'c f`�� r.rnYrt a•..v. r ; 1 /... .t 1. .i •d l44�i st•i �Lttl'r, a l" Supplemental services shall include, but • limited • rr 1. Additional meetings with local , State, or Federal agencies to discuss the project. 2. v x, Supplemental Work required to meet the requirements of regulatory or 1 1 agencies become • the e 5 date of this agreement. Yit E i{! •4 y L or • 1 by City. 4. i Assistance bid protests 1 rebidding. 5. Review and analyze contractor' s claims if determined by the City and Consultant to be an above normal amount or complex in nature. 6.t , Preparation n, arbitration, or other legal administrative proceedings; and appearances in court or 1 • is sessions • • • 1 protests, change orders, or construction incidents. i i .j r kk7. yr:. �.�:,..• .°cif`:; :�:4�:' 1, ,.• pb013 A-6 <,. Fit F� rz -r t71M.i'vS'r '.s rr. ..r, r{ :e+ani#u";1;� Y i3.n •.f { Y�'1' ++.r;i', ..'(.'� rl�hi 1`.t ;�+•.{�S.pi fq�'l'.M+iw�r R•y«P�wM ,I lya}„ •f{T'H.'T.�•f j�}t'?t:ta 3.t L.S { :jj' •r'• t .e.• ' b E .,,,'t, 1,Y ,t °�N •,. .!`?n iY!X,;tr,..,ir? tf�tS,.%�' 'ty4 t ,t ,1r".<x.5 ?. s:•.rc;•, �r;A,,.�,.'A1u`tk + a,y '.r I'y.`.i. '`.�;•. f . •Fr• ,t'ti. y a .�•r'f'S; tr.r... .,9„d-r,,+..:f } {/ s•• rf1 ?' r r i.+• \^ ..4c,u;'. '"%:t a.>� ,7.trfxaryt.t K`., Lfryy it th`•1n' ;31.;. :yyr �)`��•°t�”`r'7 7't,tarr'�g��r?;+:.,C,'4�•,f��,,•f�,,�•z � -rV 3) y,qE,i;t�.,.,,r,f;��`J✓i ,\.J it , {. x ''•t. .:r �/ r.,ir.. y. ',Y '\.fl' r.y i!r h ''t `'t+A,ttr';.3;�i;�?I� '� � �� r xi..�i7 c rr, f# .fJt'r,�;`+��3� i�,�, Ft�'�k •�f C� U1�MIx :'•,^�ya�;n'r,{.o }e�,e5�. k'f�i,.�4;e'.'.:-.i.l +� z?• ,.n, ,:,t•ers, N„ '•'•+. a •,v'.t,; 'f• ', S•. �•k4 x �•'r ra•.,il., ' , .'t' r ,. ,�y ..r• ,c t,":;5' ..YA14 � <. .r1.c..i;�4Y�;A:ti'". x.;E��';}}1. �,�.�iW �i.,',,`��•l ? /'�' :r. r:. 1 s.,Y,�ri' r. cf. ..,'r'{':I.t .,"4r'• ,?{•x...1,e,rl{. .i�'L'�;'it, �,,'I Wy�,�'.' pis t \' y1 ntl, .,�: �.\1 rr „1� ..�;� fa`Rr r3n'f y:1,. a+§•% i:P f,. £,tc' ,�`^,.t ,. i r .,s: '?r<�!::S�vtB r. ,{;.'�•�:wl'.;•'�� fii7!< � { Z;t�•k)r:a}pr �?'9r, 'tr.' ;'aw,,�°t .c.r r :•.b,. ;.k; . '' j•' ;+ .t .t'. .y ft,., ,.t�'vj7 k'NS ^t J'^Lott �rf:- ;" t •t'i�+ 'tCj`l�;iti,l;£,:'S' �:��, �. .r1�h"�� i i.`t. .,t..;�.' .s ' i � ;�`"`„- r Y1�. C F, h ,Yti# Ka 7 �� r•. r r#?�£� r: ,•�i i *, e , .. .�.t. ?`�. �:i ;z' t w �.�' ,��%Y"5L .rs 1� '�i}�, •p,!,.,t r.tank �f,;r.. .ri ,r,•t,{,.y� i r, :Y v t' { t I t w ..'o x 's '' '•,'i;t7'f%`;,-:;'f 7�,.4 �.S�'��u'•S�'�e�s�.t•r'�rt�w:'1 'r1,t dz..:�$�;,.,,,,:3p ,<.4,^: .3�;' :-rr„"sr'„. t•.>r.t h. ..;r4 i�:. .ui t�..... . .�� ! ,;� '� a './r't 's^ 't r'+`f•'�#4S} b ,C, �a,,,,.ti.w3,�.,.,�t: �,,\I'r.Pi' �F.g.ir. .S`��.�a;l�`.x° IFpY .^�q•-Pf �u}i'''G:i,. '.tti id .l;t. # t. } r ' •7. .�i r,,:. r e.\r-.,�.i ,�r< �, ,i x r F'.w 5.u. ,\ , �-� ,�i 1 ,•,,?�rS ;f. 1 "r4�i; rt�� ta�y.., t; .,t 'r aj fit.. ,�i7 .1 'e ,::�\„�f�3k�`.ter,t'7+'{,fr:3;:'�-<}"r+ 's yf.tX.f� `>;r*R^ �,�y �,`�;�• h' "b•' ::S'. t r�, t`�';;,rt4i?J"`�... ("'+ ,}...�a Q411'xYy e, #� r �/!. ,t .�• '+j x .Yt'r r t °rte kl<ra .. ��.. 'r ;l'Prb��.''�ll'"�"yw»SAW. •' t+. �AA�, „. •.+.c. �it ✓�S Jh � P F f i 5Y tt ,_ 4'1 it K A0.>`� ' 1 k 4 ' ATTACHMENT B it TO CONTRACT FOR PROFESSIONAL SERVICES 4 µ'� r CITY: CITY OF JEFFERSON CITY CONSULTANT: BLACK & VEATCN ^' PROJECT: WASTEWATER FORCE MAIN INSTALLATION COMPENSATION t } A. For the Data Collection Phase, an amount based on the Consultant's :+ Billing Rates as listed herein. The maximum amount billed for this service shall not exceed $8,962.00, without authorization by the City. B. For the Design Phase, an amount based on the Consultant' s Billing Rates as listed herein. The maximum amount billed for this service shall not till exceed $125,800.00, without authorization by the City. . C. For the Construction Phase, an amount based on the Consultant' s Billing Rates as listed herein. The maximum amount billed for this service shall not exceed $21 ,475.00, without authorization by the City. ID, For the Resident Project Representative Services, an amount based on the ? ' Consultant's Billing Rates as listed herein. The maximum amount billed for this service shall not exceed $59,750.00, without authorization by bf' the City. This amount is based on a construction period of 120 s. : .. consecutive calendar days. If the construction period should extend longer than this designated period, the amount billed shall be adjusted ! : according to the actual time, either increased or decreased. 49 k E. It is understood and agreed that the total amount of combined ,.. compensation for t he Collection Phase, Design Phase, and Construction Phase shall be the total of all Phases, and that a portion of any subtotal for any Phase will be available to transfer to another Phase. The combined total Compensation shall be $215,987.00, unless otherwise authorized by the City. F. For Supplemental Services, an amount agreed to and established with the ' City based on the Consultant's Billing Rates as listed herein. G. The following expenses are reimbursable. 1. Travel , subsistence, and incidental costs. fit} 2. Use of motor vehicles on a monthly rental basis for assigned vehicles and on a mileage basis or rental cost basis for vehicles used for short periods. Mileage basis shall be 29 cents per mile. 3. Telegraph costs, long distance telephone costs and project "onsite" telephone costs. pb015 B-1 3/21/94 01 IN ,�' ,�T��? •.�rt' ( 'I .�f �F�i .1¢y' 'Vic. M..'`3�4 � �.. . ; V d'`�� c5fy- t 3•` }(a� t{t r� .f. r`,*r (' r.N r d.N q� •„,"(j,x; }h,t� �N' Ily r f7 i'F ? 3 *At V . kf ,fit ,+,3,, ,r r..3. � } #Lty" t + t.. :. 4y ' ,. ,t ;t;. ...6•. W.� t. 1 1.• > r at 4. Reproduction of reports, drawings, and specifications. 5. Postage and shipping charges for project-related materials. i . ,` 6. Computer time charges including program use charges. 7. Rental charges for use of equipment, including equipment owned by the Consultant 8. Cost of acquiring any other materials or services specifically for and applicable to only this project. ` 9. Subcontract costs including those for soils and geotechnical investigations and reports, testing laboratory services, surveying l and mapping services, assistant engineers, other subcontract i $' services such as the directional drilling subconsultant. H. Monthly payments shall be made to the Consultant by the City based on the Consultant's statement. The statement shall be itemized to indicate , yr the amount of work performed and the associated reimbursable expenses y and subcontract costs. The entire amount of each statement shall be due and payable upon receipt by the City. Carrying charges of 1-1/2 percent per month from the billing date, shall be due for accounts which are not paid within 60 days after the billing date. T T. Rate schedule: effective January 1, 1994, through December 27, 1994. Title Billin Rate (Der da Partner-in-Charge 900 Project Manager 634 Project Engineer 564 Civil Engineer 500 i Soils Engineer 775 S 4 2 Technician 432 Quality Control Engineer 676 Word Processor 296 pb015 B-2 3/21/94: t ,3 4 , r� • �# � � r t 1 , 15� ?L.k e`•� ' ;� }'n. v •t`' ` 4 sF* G �•,�`!cry "' 9 5.y ?4 Y t3 '�.k�'�h y�kty 'f,t `' �°` •A 1.1t•F# .f*A4� �} yb�Y ` ,F•w 5, T1• �,.3P,�`' i.�`°, a 1 E 4,t ATTACHMENT Cs'' TO CONTRACT FOR PROFESSIONAL SERVICES I, k` . CITY: CITY OF JEFFERSON CITY ; a CONSULTANT: BLACK & VEATCH PROJECT: WASTEWATER FORCE MAIN INSTALLATION e; CITY'S RESPONSIBILITIES ' k*; t The City will furnish, as required by the work and not at the expense of the Consultant, the following items: " 1. All maps, drawings, reports, records, audits, annual reports, and other '. data that are available in the files of the City and which may be useful f in the work involved under this contract. Data and records required include but are not limited to facility operating records, including pump station capacity and flow records. 2. Access to public and private property when required in performance of i the Consultant' s services. 3. Office desk space for the Consultant' s personnel during preliminary " i investigations. a x 4. The services of at least one of the City's employees or staff who has the right of entry to, and who has knowledge of, the existing pump station, outlet works, and other pertinent facilities. 5. Property, boundary, easement, right-of-way, topographic, and utility ' surveys and property descriptions. q: ` 5 1 1 1. a t : t [d ' pb016 -1 3/21/94 'r i i l�' t `t.t7 .7t, .> trt...�,v. C•5��"•4�ik- �"f'°•� � f> rd J�; ri .'.gR°.h •�'' .,1`(.''�,r i&.., �r .( +� u e ..a •ti. ` _ 1`z�'..:£g"• '�, i� ,- - _`i�r�_.��... ..}t M' h -41.ra, ..•. . .'....�'..... .'�.{G� : ..., }.' av.......s.. .P.'.'kt.. _:.7v.. �.`_ - w y.. . . i m �, 1 i {� .•+w.ras.•^ r�')I y eNiiali`'°.!x :rsx'+ sk• ,r` OIRDINAINCE TO lS��"'r�i+ " °r l .f t i4t''7i y i:J4':•.: �' S � t ;tJ JS� 5t + '1 1 k .z'$� �` t .��."} ' t� } t .}'t' y,.r..:9µ7•J J. .d>hk. v(,�y f,J4. t ��t�'a�St,t�M'S',sr+,{ry vtFi y^ " .i;s a^I+KTA*.S:�i�t r}� �.•% tii y 5/.. 1 ,:5 'it ^�. ,.�. ,�f."t n;. '•�k.,J.tW }l:`1:'��g t+ i�•�;,^•" .L f-„�-;t i,(T.. LA 4,�l,K r,tt`T. A..��• .strt ,t ,rite,.,} T i 1. I ./ .:T .?',` 7 t” .n�'!t'1 a .�i ''�t E. N,.tr,,J';i:�{•. ,e h'r:� ..'�� s S, Y'{ b..'l�i.. [3 n•',;r,'•rnirJ�! CJS. c `1' t x'1.•.;' ; .a i, ,. *'.r.�rxro rt ! > z,•»d�,:,i�,, t�"iff')'.e,.,,k+:_,ttv .1 !7;v h 1 .r'3'':�,:t ,E r �' .i., ti A, y. 'q.. (` tx 4` ►', tn•4- hl Yh Y: J tt; 11 `I FtSS f. {.. IT 1r •k I;. •r ia• ORDINANCE �. �s ttjf j7,]{IS r'L, t 1 ', +'1�5:1 n .1.ri~•vsy x' nF ^ + 'a'mt.4r•'�,,. n �• .i. �J, t .t .} sl }�.1t`Sri. 't K�, r.>,Y,{R-'�5;+�,��a"'iG,z!%,'�';'tii�"�iZ jar q{i �i� 't4 ��'�+�ti; :.fi t � ti t t zy�` j4{lisA x '}�'},__t,+.(,} {{1.,:.,il,Y•.+:',i�;��Tt1 rL St'tJ1d 9' 4atv'i s f t E .: ;) e{:A( .l Jy't' i r.t'�y+i t.j�'7a,� .A sJ 1J,T.,7jj�1�lY1 IF'ti�t,r�k 5'f�:�. /. Er l 'r•. .1 :.{ f �' k ,��t tr � u.t s' 14 I y {t. 1J StP p'.f5i� .L,�•;ii�;��,,� { "5 t til � {a i • '� t s h i .{ !' a #ifn• rt'u tit,tm�#a 1 .+ JL'',�,w t k ,u � , t ksQJr I' �. .r 's +. 1t t ..1.�{.tls.�{r ,'�.`t tit <Ex>,�;t�(..k, �i{,f�,•u{.21ii.yy,,yJy.� � ,Ft rt sf .t 5 .t. t `t?^V' } �.�.. .t�t`5 t .h 1.}. tf� ',!'fit"t i '_rx:i.�ar. �"il<✓..;f?�.i'41'R✓`,,l`ji�i``Yt''�, ?J�t.,.�atr(� ft,!{..'• f{t y SSS A,k 't t.1 S „� r ,r � ..Vy�lk ..rfv •, 4 ! ,. r�, ht, "TY t,J C>'.�.w;�7nn f J'�` •t8• '%stb-is r.k. t; r. �' } . tl t. •dpi, ">•.,•plStr r•+ '' .fk �,r ,.<w.�;.r{,r�d a• _},..��k} f�'t�..��Y:,{ .5„ �tr �..v J � :E k i! Ld.. .,J+4 `I t.:>' { r .r 'ti r ,a-:{S• �',�,�t J ,+'ka +J .fit; ris`: �'�i is •r. }, r R�� ,C ��; v.S"J;' a � 1r. ,/ I. �r<14., X 1 t r .�rl a ?1 � TS`'lf ,� ”J t .{ *t i :} i• ,,.! y,r `,'i,i.,;k F'' r .t E.tq !� • ,t•s.• `l. itr,, "',ro ryy -� j,' � 7 �' ! r # tr' t 1 Pt{,A,L..:jr:J,r„•,ik' f�3,y.'�� .4.a�y+�tt{,•ty k��'i',+,�,,q.t�^y,� � v. 11.1l..�C ii .'t� � .�;ry•, ,'}i yiF{+q,. ^k1f r •..r 1 :i. '� �3 •ry.'�r' �,n,,,�+t�I �i �:,, ry 6 xf -,w,.:, 1� 'N.. < t t t1 .•�s k. f',i'L, �l{.�,lr;t.,�:rt.�.`'J7;(.,„4• t. '�,�e,YJ•,4'1,-u•EJ.i;7 ,��;�'i•! �b j 5 '��y !''F�� '{ � '{•' r .�, ..i. 1 S ,E' �^ ;,g, ,�r¢. ,ti Si y�. a`t.. a,� f .,�'�1``��. Ir.f k- {i6 .1.,.L'>L,�'3'�:^fx,• ,.{';i`;�: � i`V�, ,,�.c� {y 'i i '4` .iy-,. J !'•t �v .1': .f� :t: '` :. 1��y'1 �f{ t Y gmaw i�iiaRlWlt �-SWW.w.aiiKM:.ta. rJ