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Home My Public Portal AboutORD13063 .,I� r •� u t�•'f 41,- +}'a t,�r .r' it !:i "3h ,�. Yt�:, c P.. ..n,. .:y, .�%;a t!�k L s u r .•> .'!. �I. Y•'ti �i5 +k.'•,{q `ft '�t`s{s�. °t xSa s I� ,, t.t(:i��{,y� �.�s'S1x! 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AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH SVERDRUP FOR ; IMPROVEMENTS TO THE WASTEWATER TREATMENT PLANT. t NOW, THEREFORE, BE IT ENACTED BY THE COUNCIL OF THE CITY OF j4f. JEFFERSON, MISSOURI, AS FOLLOWS: " � r Section 1.The Mayor and City Clerk are hereby authorized to execute an agreement ,- with Sverdrup for improvements to the Wastewater Treatment Plant. Section 2. The agreement shall be substantially the same in form and content as that agreement attached hereto as Exhibit A. Section 3. This Ordinance shall be in full force and effect from and after the date of its passage and approval S' �� --�jf- .�t�G�C� Approved: C1rx'1 Passed: Presiding O icer Mayor ATTEST: APPROVED AS TO FORM: • i�} n `f City erk City Cou e r 4 11 N � Y j , R ,I Z• 1 si t, 1; { ' t F +�,. s a A ,a.r" /,y! •+c s �, t.�Yy`Ya t it �x¢t I t I n C ',,!• �' `Sfi,Y i i ,�;toy f,':i„fi,i,F 5t'C:.a�. itt 3(l:t.S,S.�A.(.}�,F`'�[S f!{. :tiis,y�� ...,f,2}i Y S..��a,`�l't.7�`,`:''iJry4•�,'(yM`"t�;.<�.'k��',.�t4,i,{1 I•^`.{lyyj,�y--�'}Y?..:,,I.n,e:t.{,�r!y+b N},8y,.'Sy'Sk.r,,'y�Ft.^'^�n.i},�757t��,...�5.��.•;.„,:7'{ --- 'w t• d..'.j i f' :•i�4f�,,r c�,•;�r• �t'�r7Jr f.n� S�!, r3 'y 1� jp,y y4'•�,""t,"p{tt � ,•.' A!}z .tf,..E<}'�f J. ri t •,y�;, tf. f" .1 9 f4lt '� '4F:�.. Cd,. 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Y .: ..1 i .. r .IV + t•t� I!'�� .F..,1r Y �� Y i A t !?lt,k y��{� fY�?:�ti'4 ti�f\rtsfi 1,�tk�r�:'S,'ik lr 11+�� :.} l (` I ?7'. f r`.I' 1 i ,i .T tt+� f7 Orr.�j�k},;f,liiri�r,c`�tLy:�r1��`•�.?:�,J�;F+3,��vt" `M 1 , a'E'��Nr+4h,.�itwri..:ri�'�P,1i��?iNiF�.`b h °fir 1,�v ;qty,, !a y� �,,..L F ,+ Jr,3, tY + � s r+t'x 2�;�h�#.tis"i�, d�,t.7'!�"f+�,•,R•r �In° l xM.�£G�:S��!��9•��.�dl�i��lil?arrY.•'.td.+i#�'� riiJl.ii�a .a.:v::r:{I .•I••r.t..Ytj„s,`.5'i.:uls.3 CITY OF JEFFERSON AMENDMENT TO CONTRACT FOR PROFESSIONAL SERVICE'S . ,<t WHEREAS the City of Jefferson, Missouri, a municipal corporation, with offices at 320 East . x McCarty, Jefferson City, Missouri, 65101, hereinafter designated "City," entered into a contract with Sverdrup Civil, Inc., hereinafter referred to as "Sverdrup," on February 3, 1999, which was thereafter amended on June 7, 2000; July 7, 2000;July 21, 2000,April 4, 2001 and May 9, 2002 ` ("Contract"); and WHEREAS, the Contract was for professional services for Wastewater Collection and ;E ? Treatment System Improvements; and WHEREAS, the parties wish to further amend the Contract; NOW,THEREFORE, be it agreed as follows: l�t ttr A Paragraph One of the Contract, is hereby amended as follows: w 1. Scope of Services. The Scope of Work (Appendix A) as referenced in this paragraph s: 1 Is amended as described in the attached: Amendment 5, Modifications to AppendixI,,; Y A;" and "Amendment 5, Appendix A•5." � " • BI Paragraph Two of the Contract does not require amendment. " '., CI Paragraph Eight of the Contract, is hereby amended to read as follows: t . II. Com ep nsation. The City shall compensate Sverdrup for the performance of the services described in the Scope of Work in accordance with the Terms and Conditions of Appendix B as amended for the various phases of the services (i.e. Planning Phase, Final Design Phase, Construction Phase and Post Construction Phase and for Sludge Storage System Improvements). Compensation for the Sludge Storage System ,4t Improvements shall be in accordance with the attached "Amendment 5, Appendix B." r .i All other sections of the Contract shall remain in effect as stated. ,. IN TE TIMONY WHEREOF, the parties have hereunto set their hands and seals this day of�`� �c 2003. ` '.4 I P y CITY O,.JE`FFERSON, MISSOURI SVERI�Rl9P CIVIL,INC. � � , f; May oi ,/ �� Kem' L.Jacobson, P.E., Vice President .`{f, city a e � APPR VED Al O FORM: „` I 4.4 y City Co6nselor i Illnl.l,nryl.nnn lPh�M�l.11,nnl,.n.,:l..,l.lnnn nr......II•�,.......Il.n•In I..../�I�.♦..�nnl Iv n....../n,......l.I,...../• nllnwn,., ty� tiJ• ` y "«�41�'rg't`�y��''J``• ,�'':,;'.;±. V't;'�r •;;5,. 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"t S J t'ti 4 � r�F �i.'�{y .�nii i� � •S � F. 4 •t '{ '�,i, { �� +�§��11�'� t'��j�ti r�nr'f�<+r'Jatlt�ti}lo�?t�'t a �` ,I.• 9 x!5 I + �x S .Sry•`j,[�S,P� �l��i-n's f:� JI�'Jt.'�'�'�r S'j,;� F �+yt >r��'` t F'r,s +j l�;S •, *� ' ' '� � •�� 3t3`�' z �t�f',i a kS�rtl ' Sri's.',^iv Fri }. ai 5�,�`'2�ti:yf: y� `�A t h } 'S ,,mac �i' �t�:�}:�t*v��, t � � ;.�� i`i{ ^ , {.i:l P.ii MiV,��_�i� i�t H,14�Nyyf>'t�� v, r]]J�• i} ��;ti�. �y 7 "' i�j �s' y; n �, .y.h;�. X,�zS7 G'.$" .Ii; .�J. ,S v J. .,�;�,xt il�:w. ,Kt�s�a�uS!{ .+ �/�. .s 7,• � y I 1 AMENDMENT 5 MODIFICATIONS } f: TO e ie r�ta APPENDIX A CITY OF JEFFERSON WASTEWATER COLLECTION AND TREATMENT SYSTEM IMPROVEMENTS x' SCOPE OF SERVICES ' April 2002 �. INSERT THE FOLLOWING PARAGRAPHS AFTER THE LAST PARAGRAPH IN PARAGRAPH III CONSTRUCTION PHASE: ;k Ill. CONSTRUCTION PHASE Sverdrup will extend resident engineering and inspection (REI) services from om June 9, 2003 until .r August 31 t 2003, (1 n.5f Sverdrup will prepare Work Change Directive(s) (WCD) to the WPCF General Contractor to i ' implement improvements to: �f a Add a jib crane.and platforms g; 9 Re-design landscaping and grading for the wetland pondsn f -t? o Re-design grading and site work plan to extend service road 's a The detailed scope of work for construction phase engineering services for the Sludge Storage r System Improvements is listed in attached Appendix 1-5. Construction phase services for this amendment will include the following required services as , provided in attached Appendix A-5: Y. t ,,.: . P, 1. Preparation of design documents to develop a Work Change Directive 2. Amending the facility operation and maintenance manual bt 3. Assistance in negotiating a change order with the General Contractor for this work { 4. Inspection during construction for conformance with the construction contract documents , INSERT THE FOLLOWING SENTENCE AFTER THE LAST SENTENCE IN PARAGRAPH IV POST CONSTRUCTION PHASE: f IV. POST CONSTRUCTION PHASE The post construction services shall incorporate the Jib Crane, landscape, and Roadway Improvements, for which the detailed scope of work is listed in attached Appendix Ar5. r v fr' I i I Appendix A Page 1 of 1 t I; rl I�- ,r 1 i 13r,Y•:; ' v r 4� rr• }r si .jti `�'hl i� t,{i {N •F•� u S s. % 'i� x+,-}j,. 4 f5Y t,. '.' ?r,f,, ;tf` ;�V "'',.t� Li ,ti xt.'i ck .3�: i.r. lad i•. 4r .�.. + s.�,,iTx'. i7'r, Kt� 'f:.Y,� •�''S.' �'rf ,f'i,l� i ,k:I3 .�+.a'}, + .i`n�.t•�i•. �t;..'� �r. <,� •fa'vri':.'�� .4 rTtt `. t. t ! fl a �t. {. t'.� ) ` :�;t?k' '#i.Y t' �,N. x .r �,.�t•r:,. lS.r7:,� , F?(:. 'tF �,,t+ CI ',.vP�tt'�;��Ir%�',# .f'V^�i lj � .eS.`:�ei i't`>ti;;� r I �, 4 dt�xn f;Y.$n{t';bt"r},,:�L'ds>+ ..b, ' n"i `�. 3,. .a.,C2*. /�Y,` '( :t', {� ,y wj4 .k'^ ''�'a •�. � w Y '�i�;,,,�z �, ` x i r a '} �} {' Vii,. ,k,. k.t lh r - it �r��v �J,,ttb��77..rroV�,��aCS�'ri4l�� dS2�t;;rr ir4�rarJ'tyv�+''{,��p�t�s�62?1F+�jb2#�y�s•ur'�aiti, ��f �{`b/32r�.'r,r ii t`'�s' � �• '� t ( ti< Ck µ��y1.�t 4+f� t,s ii !! a �.f,r. r t,♦y+,t. f {�y3°T s i }�. 5,„d ,,[rr, n {� � '�.t'.� � a 7 t> ri ,+>;l�jJ ti ,�t>< � �,��gg a Phi T�jS��i'. �}S' f,� '' � •i {x ' a,{?a. i v t y lsN .rd�Si( rt t�ih2 ,kt 4�. .-.a $i 1' t T+k ra t K�illr,fk S •r t ' t 4 TEA•; � "3 a.+ df+ 1 s i.. 'ir �••. � �'� ,�'�' ,r s 2 "�T#,,�� .�•a` F o- t',: ,�� err+S r�-� r�' ! rJ'�c ? s u r � J 3 •:4 J A i 1 t v :{. x ifc� k � t Jv r¢I 1. r .r�.h{ S a't� � `!,'y',r ..rfi. 2+ `fit t�,�`�:rO r is,�tr�, a r5*F' �`�Gd b 4:tF irt[{ r S�•u•t '..1 m [! 4'r 2 r! r F3 �+��,'��fe:�t} s'�2'}�F'h i` ' � �'�' 2i r'2};j ry.•S.il�t°;�:3J�j�`=4}t�/�tel<t� '.1k;f 4�5JS`i�,1.s t,�lRt�r i{1t t .a a}.t.t.� tr��r v.'..,�'�yh:(i�1!'4 f it{i��N�+�tYr�t;� J'ilfN, .��'{,.�(2+.•�r.;a. ,j q,� i a , r�r ,��,,,s� 17. '' �.1;'��{.��b�jtYl"�Wr��'}1 lk.0 �i ri,'•`'Sd�St'h 1 f r(lt:o tYJ+t ✓.'S.'Yi+r�rh �,y.k.�•�rS.,trl,,-�rs�r/`�i�;�'/f��r 'i +;� ytr Ri�'7 .,�3fr.t� "`'�$ t � fi t :1 5. t1a yvµ s ti.•; F�a',r�ih��..a�'3.,"n;., .s , ��yyd ,(S, a .�' trs•• K, '�t �,J�t��t. t,i • i•?ti t AMMENDMENT 5 APPENDIX A-5 {� CITY OF JEFFERSON {. WATER COLLECTION AND TREATMENT SYSTEM IMPROVEMENTS li e WATER POLLUTION CONTROL FACILITY IMPROVEMENTSr ADDITIONAL RESIDENT ENGINEERING AND DESIGN SERVICES May 2003 ' 1.0 BACKGROUND This Amendment No. 5 to the contract is for additional resident engineering and design services due to extension of the general contractor's (GC's) construction schedule and f WPCF staff-directed construction phase scope modifications. .M-••iP The objectives of this effort are to: r 1) Extend resident engineering and inspections (REI) services from June 1, 2 ,u 2003 until August 31, 20031: 2) Provide final design for: I, (d) Addition of a jib crane and platforms in the SBR basins ?, (e) Deletion and demolition three (3) wetland ponds (f) Extension of a service road r 3) Prepare a Design Change Request(DCR)to the WPCF General Contractor, 4 Goodwin Bros. Const., Inc.to implement the improvements; and, 4) Provide construction phase engineering (i.e., change order administration and submittal review)and resident engineering services to support the General Contractor's implementation of the improvements. A:, "71 2.0 PROJECT APPROACH As stated and per the direction of City staff, we are approaching this effort as a Design t Change Request(DCR) to the existing General Construction Contract for the WPCF v, improvements. As such, we will only prepare additional procurement specifications and design sketches as required to define the changes in construction scope and will rely on yyr{' Division 1 (front-end), and engineering specifications, details, and standards currently in the contract documents. The City and the General Contractor will negotiate price and schedule modifications to execute the DCR and a Change Order reflecting these changes will be executed. i`ai' 3.0 SCOPE OF SERVICES •u . We will perform the following specific tasks under this Amendment: .ter 3,1 REI services(professional services and direct costs)will be extended from June 1, 2003 until August 31, 2003. 3.2 We will prepare sketches, specifications and/or written instructions as required for the scope as generally outlined in Section 1.0 ' Appendix A-5 � Page 1 of 3 V Ar C .. ilia J a r r� � .�. ;,<.t r��t r't s�l�(;j•��n+�l ��i��h t `�' � d rr Y , h vy 4 'Fie.'k ;' •�•?x,� g` .'i '�. !S` .e:P:�l .t ,i, i +'�.'.rr ti` r;'- 4,,', .,.,�':"t,n:,�.2'i:�d q''r•R £v. t /',-y s' :�' 4 , t�"Yr f ,, d� ,t,~t�,, ,Q�p'({�ijrJ .;v ri:, 2� •r�t'f•.?(�tt� �, ,� �., r. x.f. .ti 'i.l'r;r+!+ .S .Ri 1:;•.1n1',j"ga s4 trrr:{`' .2:'r.,,h+l;" s, J., r. :) �i,.r:,turf.ar'J �,.�J r�ra•,S. ,J'[ /,.^^�� } ,h.,v;{'..�, 1;. '{'`r +,. r� T�;�y .L r. C y�, ,7,. rY !Y+ t),.r•i��.(• ,i y ,;C`t.J{•';i tt� (•7�, . k..s .. 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'•` 1 F�' i IfL3 5�'k'f8 d} .1,7M1Se�11 ,7,,° r a. r+ itr,?rf{J }r4� :'i�fY z.�rX,b+`.r�iN i �r.A��,.'' i)S�`''S ' s' {� 4� }t�'.iyp ate' '�1�i+l��t 4Tr<J�l��wA�'ty�f��.} +r�)G''fl Yiy.��l�{ 1/'r$�f� tir F,i{i�'!' 1" I�•{�>;'�� ( it,�y'�` 1t' 7 +_ �i'� l t t F �:{S%S '4s Ki, "w�grS' S.4ty , ,31y)� fa�'z9'f3.`r� t�P� dui"YZ ��a"� c� I �„�'1$r�y`4•c ''r ,� T.�,1nt,. k'�,A t ``:e�, 7 r� .:ut� , ,.{..r,.':�7! 1 Xr; t't i 1i try y ,4 FS r.'t '�'i�tu s�Y'_•t��" `n-'.vsivx`'��y �, ��a�r� t'f G,s ri ;`,�} �F. ;,,fti �t � # t-�•yir C.t �-"� IN t t { �( 4 �( r,. �! .q L `Y �r.'�'x�t y, .� ttFi't., 1P ',°,•t x� rd+;r,.,.,t,Y �4"• f r" i' r t,• ,.5.�.� .�,, rr'#fit� ,# r ,i.��"8,� � �:�6�•f�-r t � {l S � >' d,4�+(. )) n,r rf {i b $.�, L?ttiY ,�Y� q3:u^•,�. r i':, t � t 17�,,IT � ..{A4h t/'..�S..F.�+_, zY(.it �+(S.'h {I { .1'„�' u laf+YSj !�{5 � Z f%{ ti1�R �{. •Y r' fy'`' ,.J w. .. � tl�r�t4,�{,G� & , � r. k, �� 1. �jsY r .,1 },ayr >'ta.,. � S• .�p�' {S,t a; � t{pY,r9�y�,7�7 •�'« 3,� � : �- � �:!S��{yfy��'p4 (S.^� Y a f•:r,�f f} :r� b D�al:t1@'4.t t 7. 1 r'''` ,.e?,y.}.er�tR��'"•"�� "!•lt�i.'��Ti'�i�t� �'r':ur��,.,7'�:'h�a'�LYa �^�7�� a 't i �x wr(ix�,'�`,�Yis.:i�u�'1y.'.:aa;,,'sdr�dli•'».,"..+�+�r.++ +I�k�kNNdr.�titw«1itea' r1 r 1 ' i 4A COST r fIlC1 We will perform the services outlined in the previous section on a cost-reimbursable {� basis at a combined overhead and fee factor of 2.08 for field and 2.80 for office f, multiplied by base labor plus subcontractor costs multiplied by 1.1 (i.e., 10% markup) �t plus direct reimbursable costs. Specific cost reimbursement provisions are described in Appendix B-5. Our estimate for these services is as follows: TABLE 4.1,Estimate Costs for Amendment 5 } il mate o me �1 �if1�9 WORKHOURS SUBTOTAL ` k' Base Field Labor Costs 720 $33,100 Burden (Field Overhead plus Fee) @ 1.08 $35,700 �.` • Direct Costs - Field $4,400 } Base Engineering Labor Costs 198 $6,400 Burden (Overhead plus Fee) @ 1.8 $11,500V'� I� $100 Direct Costs - Office Subconsultants @ 1.1 $0 SUBTOTAL - Labor and Reimbursible Costs 918 $91,200 Management Reserve (@ 0.15) $13,700 AMMENDMENT 5 TOTAL 918 $104,900 6. i Previous Agreement Total (Cost plus Fee) 32240 $3,414,600 I,Sl. HN REVISED AGREEMENT TOTAL (Cost plus Fee) 33158 $3,519,500 ,E j. �! �., tv ftf• Y�i ,rr,r t 5.0 CLARIFICATION: This cost estimate and schedule are premised on the following assumptions: Y:r' N "" 1) Tom Jones, P.E. will be the primary point of contact for The City of Jefferson. ` 2) Robert Schmitt, P.E.will be the primary point of contact for Jacobs Civil Inc. :: 3) We have not included costs for sampling, laboratory analysis, or for yt "r bench or pilot-scale testing. 4) No provisions or costs for access or equipment for confined-space entry as defined by OSHA, for purposes of inspecting the biofilters are {, included. We assume that confined space entry for Jacobs personnel is not required for this scope. 5) Submittals will be prepared using Jacobs' standard software, including ' +` AutoCAD 2000i and Microsoft Office 2000 suite products. fir: 6) Submittals will be prepared using Jacobs' standard formats unless ;•, 1 otherwise stated. ; Appendix A-5 Page 2 of 3 {r. t. 41 y}d S'4 j�$ �j Nji+�'1�' SA �, ' '�,A C�3'r � �{ r qj• _ J �fty�� r�; E'L . ��3 `�j1 l�'j' �'Y�rr�"rf� �Y j },{ 6 •�}jj p$ •M„�'F":'!fi{ey�f' � ?4'1 "`r ''r"�! ° g 'd,�f��i4�•/'Yx4 '�,�r,e'�t�h G��.ti wiikt�a''r�rE tk y� .�, y ,+�f 1 r'•�i. '{ Y �il ��,�'.<!•. ,rf,�, .a, •J5''.. Ott�,i, t`..� te+s��ii .�,IS•.i_r,t� "f. ,>F*t.t+f tFft %�. ..rj�:,f}.rr jt'{ ,h,'�}ryS y ^�•;�x1i�r �l. +'� o1r+ � ,7.,� x.Y.+� .+ j�i'"S x!1 `fi„!�iw.. l ,•;�,�,.r• ."»,. �: .,11` � 1 � ![4�,” f. .i.4•+ t ,.t'. ( ..i'i '�` }. .S.'' :)v t,,'al'{.„,,,✓Gt Y„U11�'yy '°j � } pS .hG' { :-r x '•.r�i+'.Y+,°f. l t'+ik E' �{h�;•..!�y±,}' Ft'i�l',ttZ lt: HP�}t1.+ .j:� 4, r ,S.ltb. }� rluyr { ..x}t: I,r�..�. +J�•{ �j� S!"-eta.):$,A.z,y vM,•1 r '�( tirn t'•"< 2!. hh,etc, .ej ri}.,t:+yfrr�� :ri7:'yyf+,IC,Y>'* Vr1, ST;i {' n': 't°x�w" 4i,�'l�,az,�i�rr'+h kt t"',`3rr4 .c�,` �•.r'. a r ''�•'' rN r ' Q tidy r k { •t}�� , t i:r i�J•: �i� ,y�,ty:�+�, I, t�lkt.tft,6(I,l'''r{d+t kf'•.K'1•{y`S'�' i.t, 1 �`,°, €✓ rL�r 5 xf A. W.f f:., t`` h• S }y"w- l fs 1.t .�•.,r'c k.t .i.;vF_p, i t,� >t.V I � .fit r�1 fi� E,�.�'I�"yr'`��, j�'y'1 „#,.�.t�t�!.• �1 S f.,. , t i >� .s1t ti.Y•� �"�t:' J.:."'?S�# a 1 ro- 7}v 1 r r, t {� r t �. d I '� 4��+C't''��''t G.r jV t' a x,N ,0y 1" ! .� ��'.n R z,4 } �� r t l:; t Ft •tjS{ b?•j "<t 1 yn�.r'�i".,r°�3,t a°t k-tn? }`��STA�x'} �� }yak � ;r` {yi'a13. �tt}, �"'"} {�J i.k{,r.,xlv,,�'�7'y t.t, tl t: t� }A7�r��tl tpr t t ,..5 't i'�i4 <>..VG�Go,.?�.r.4`c°'; �-0:�Stj�'�.t�t'S r��'}�[+d'� '� •^ t •��tr�.2{7�� ,;'trd��.•�(�,�s� '.'i��7�i ..•} tt r �.,r a-. p',1 -z: I e lb.�7 t ��.et c,�� J`'� .�i4.1 u{$�,A'.'kj 31�jqq s�p�r , 6b.a�. Ct ;.��st7;,tul•. .Kt � .ar ,W 1`rh 1 S j 1 .4� d t? .,v}r, rr}_yr.,,}.y� � j�7,I;,r".r 5•"•Yv �_ •� '.;Jtt !cr�� r. w.t 1!n a=rs,.4.4�.�r, i,.�f} �i,rF'to � �r t G r{ u t, d '4r t (yr(�' • n r� �'�: � S'•/ G , t, i I .Et � , { 7 ,!i r In:fa lt'i 1 .y;.. tt� C `c {" V,'�'.ls.i I.,. }�tSt it tC't 'Y� i � .,�.. •.t ,t'•,�1•�i.�.,i�,`�,I:rS°,.4t K.lt`sv x tf'.ysf?�y'«rsl {ry(1 x . y. ,, �r air,�'"r� o i y� ;!'.hti{ "Y, µd 0 r�4 t� 1Y.}!irit/a'�h+E..h\SN3r7'Y7E!'{t9' 1"•Q�$."�1� 7R'1'kk'.V.dtlC!'f�'ri71M�nwi4li+,W..t+iihl+wuia'.c�ii:i5.I�1�L;<iG.w..a �l'�.wia;l.+c.'�;,Viiur'tia+.�'W y< PI AMENDMENT 5 APPENDIX B ' CITY OF JEFFERSON WATER COLLECTION AND TREATMENT SYSTEM IMPROVEMENTS WATER POLLUTION CONTROL FACILITY IMPROVEMENTS �> ENGINEERING SERVICES FOR SLUDGE STORAGE SYSTEM IMPROVEMENTS ' f TERMS OF PAYMENT- COST REIMBURSABLE BASIS A. SALARY COSTS, OVERHEAD & PROFIT To the extent and amount invoiced, Sverdrup shall be compensated for its services on the sludge -' improvements scope on the basis of reimbursement for the salary costs of its professional, technical r and supporting personnel for the time during which they are directly employed in worts covered by ` this Agreement, multiplied by a factor of 2.08 for field labor and 2.80 for office labor to cover ; mot{ overhead and profit. The total costs for all services to be provided under this amendment are listed ' rota t,f J in attached Appendix A-5. The total amount to be aid costs lus fees for all services to be provided under this Agreement is now estimated to be $3,519,5 00. Sverdrup shall notify the Owner when costs incurred and obligated amount to 95% of the total amount to be paid and shall not incur f costs beyond the estimated cost without prior approval from the Owner. 1. Salary costs are defined as the salaries paid for regular time and overtime (including any premium overtime)worked. (n 2. Included in the overhead are: T (a) Applicable annual salary related expenses, including sick leave, vacation a , holiday P Y Y ,$a =.•x.;;t�. pay and other ordinary and customary paid time off, bonuses, the employees portion of social security, unemployment and other payroll taxes, Employee's Retirement and Benefit Plan contributions, employer's portion of group hospitalization and medical ' insurance, and the cost of worker's compensation insurance. ` ` +I• ,.r. rll.d4 (b) The salaries of officers, except for technical or advisory services directly applicable to the s� " project. 9 i� (c) The salaries of employees doing general administrative work; also nonproductive professional and technical salaries, including maintenance of staff to provide readiness to 'n serve. (d) Rent and costs of light, heat and water; equipment depreciation and maintenance cost; s ; internal use general costs of office supplies and reproduction of data for our r g . , communications expense, including local telephone calls and postage; taxes, insurance Nt ; premiums and license fees; automotive expense and other transportation and travel ;;f expense not chargeable to specific contracts; and other miscellaneous costs• r` i ? 4�J•, Appendix B Page 1 of 3 IN, .•, f ,;��(� tp,p�'}',�J.`:'L"t'�df `�•1} ,•+I�.�`'>rt•i��fs�� a!x �. 4W"lf}..� ��i 1 {• VIr:1 r t t 1, •.� `�7.��. �p ��t ytt} �,, lt�,4;:. fit, ! , I u � �� j��i•,b },° + S, Y•.;e ,. ��;,'t..'�a?i'�e,t�'t�'�",r"�, �'+ � s�:�!�`"� �+t• _ � 1 ' t { �;.A t t'fl °'� Y�°{iF,��,itL' �jyrd�.{yj�`��` � .�++�+�•,"+��1�i.�,,{f ,5�`�if,.:t•r�• t I •� • � t��'�r�y�h�;�`,?i? ?�3 �' �'..Y�g t�S�,r� 5 1 S'' #l�IrrgLr sits,Jt.��u"* S.( sl�,;y[�,'t H ,t�y' � �• p,,+ r4�, E �} )FJ Y u �y3i'+. e3f15�..i•�}1.8�{�. wy� .ir,t 1„tj �tn•.�rrs nt:`1:{�• f��,'�Z+ a., r? :� �i<�l�hi"IAhJ"" :•�{�LE�.}T 4�r",•;{..^'” �1t .,$�.t,{ l.S. U!r r ("1�•, ,rX 'Y. 1 ,, hfn Ar:, lets Gjat k�t :d,:?�C ;� t �7� i ke .�I'r ,.r�2..r 3, f yt� ,47 t .�;ts}2� iF3 ! � r{fL.• ri{� ;�,,7'�it a �,S � (+;s a.f r..t, �.?•,y (.jrq ..t;!' '.ai1f:7,f '�� .��}y>�z.s U:' � � '''s.1 , , F il�� .J.�,• } , •YiJj'H .J, i �r S, .,! 7 `�'�"�: '^St � < as •,t;a,�.!• <. .� ':�r ..�-. rkt''l: .s� {r �f qq ,f• {�/� tht �j y�. t '.l:! �.rs.f. n .y. � ` a`. f • t�'1'• �:i .)5'J..,t ,,� V.ti, Y '� �t�;r:•.;,t tl�4 ' '-r M� 3yr�ftr}�.J41'i,t� r' , A t1 ,l,r.. {tr { .r t:" ..,.�r h.7s' r `uzH: � nS'.y 4 fk�' ' tr,'�Y• s s P,+,.'1{.art. <! lr ijl }..P.r ^ i4) !fittL 'N +,�� '-�'�tI" 5,4. S {g� r J ^St t4• 7;r� "'7Gi ` •,fi�, L��. rr r,et �:3�.� �e� h.� }3d.,tr�t .:, T ,, 1r 4.k,+�.x{) rrF•t'.,�x+'},StNig7s5ri�,.t��.gg; � �f'. ,�t ra !.r {rtit !3. j" 1l, r> rxd o, " 2 y lr,.Y.j, 3t J I t f+4 3 7�}r{ ';i. .. MR-1 � � '� "'11 y. ?'i r ! + r ,jr 1 a. •, r N•�'' ft;`d t� {«�� ;T z ,r,' 7 f'i +•ya:34.f".'• ''��t•r"•`.r��'ri r t 44ak4r� sc .,�pt �+ 1r. pr � .��. 1 t�r��'3yf �1 a�y.`f, d !! 4 r{ t t t t' ;• 3 { ( ..r ... �t t..eif,��.f S!1•�:.? �.'T'2.`rs 4.l)P.r��9�J' ' �.il .t t7'Lt r�lJ)F�S4 ,11` at F1 kt t gr ,t(F J.t tt' C • pt t•. 1 i r1 ;i./ t' +.��. � .yJ'�J4 }� Y.� i 1n-' r �N �'s�}': $ { r t`r r .,fix. r. �, frt. r }'' t I. t �r., rtt ,..rr L' t :> f rV is, 7 57 jt' ,+ ,r�r4';ti•Srr',��ikr�;�.;{ih.�t�.rt�-�{�• , s�,��, t, �` f. .:, � 1,•'e 5 ,r.�.;) v x i I yr4 pJ} �PtJts4�t�y•hy��r k�i 1�xF��ZJ� h t � Y+ � d3Ytl 5'1fVitrirn;torw.�ie�:ruwailsf vw.i•.w.:.rriM.inrurlfA.Srekr;'r+rNV!~t'�'a{4'�t�7:'.7�G�#21�V,�di�rti�.. !t t . µr ^'tlN4"� khktFl k4t ro't!ih3ia'+iN..t::,r�4a'...anu,.,:..a:a.r!',:,:.cz•a.f...._a..,..a,.l..r,.,..n+;..t.xr.ra.S...a..,.!u�f+�f.,5f',r �.� Jf B. OTHER REIMBURSABLE COSTS In addition, Sverdrup will be reimbursed for the following invoiced amounts: >: 1. Travel, subsistence, and incidental expenses of personnel while traveling in connection with "Y the work. 'The costs of a change of employee's residence are reimbursable if required by � d the work. 2. Transportation by passenger automobiles that Sverdrup su PP lies intermittent) in connection with the work, at the current published Federal mileage reimbursement rate. This rate is currently 36.5 cents per mile. All costs of owned, leased or rented passenger vehicles . r ; 9 granted to management and supervisory assi ned to the work and car allowances • g �� .�V• ., } personnel are reimbursable. Reimbursement for the cost of special es of vehicles will be +'s p p types at rates to be mutually agreed upon when such vehicles are required. ,,�.,_ 3. Reproduction of drawings, photographs, maps, charts and reports which are prepared forrix " ` s' the Owner's periodic or interim review and also the cost of the reproductions, which constitute the delivery of work. tr., if••r 4. Wire and wireless communication of messages and data in connection with the work. t` 5. Insurance required by the Owner in addition to the coverages or in excess of the limits normally carried. " 6. Subcontracted services such as, but not limited to, borings, surveys, 9 Y phatogrammetry, W;W� �a,, testing and computing services, if required in the performance of the work, plus an amount ,` ; ' " ;''��r' equal to 10% thereof to cover cost of handling. ? WJ . iy 7. Technical support services provided from our own facilities as required in the performance of the works r.. +•a it ti�k�i'f B. Special consultants, as approved by the Owner, if required in the performance of the work, plus an amount equal to 10%thereof to cover the cost of handling. iat4zw f •r'= dM1* g. Technical and advisory services of officers directly applicable to the project at the hourly rate ';.,�� •+�i=;�4 of$150. ;� � C. TERMS OF PAYMENT Invoices will be submitted monthly. Payment of the invoices shall be due upon presentation and t � shall be made by check or wire transfer into an account designated by Sverdrup. If there are r �„ disputed items and/or amounts on any invoice, the balance of such invoice, after deducting any P' disputed items, shall be paid in full, and the disputed items and amounts shall be presented to a "^ Sverdrup for resolution as soon as such disputed items have been determined by Owner. Payments due but unpaid more than thirty (30) days after presentation of the invoice, excluding any amounts and items disputed by Owner, shall bear interest at one percent (1%) interest per month (or any lesser legal limit applicable) until paid. i ,s 'L`➢W r . Appendix B Pape 2 of 3 r. 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IN TESTIMONY WHEREOF, the parties have hereunto set their hands and seals this y •:: 000 2 . _ c CITY F-JEFFERS , MISSO RI SVERDRUP CIVIL, INC. Joe.1. Pia a, ., Vice President yor ATTEST. ';7; ATTEST: jp P) ” ({x✓ Seer a�City Clerk ' YR `j1s';r. APPR D AST 9 r City Counselor , k. ri., cQ !`il �t��Y °�ktitt�F Y 1 t• T tP' ` IIASccretnig�Contract F ileAProtessional services\Sverdrup Civil,IneVSverdrup Civil Amendment July 2000a.wpd 1> f- •��CZ� �. 4•s.+' fJ t��}`A, r"kt�Atr�`>7,`t .{,y. 1 + .t�P 7a'-�'l�7 t�rY�f y r f 2 p7„ x' d e i - v' .. .II '� �{�., �� i s� �+ b �?�}l fa v� `�r:`i t .,d:T:�i.;('„a., t r{".. .1.6;.:ss�•,:,',.�. r ^L(%• 1 zw. � yrt s' F •rs ;�2"� {'Mria�:,c A r'� J of r;'•. ;1,+�� 4 1 k rt .Gt.t. ,.� r.t �i', y.«i)),#.,i?3;•�gg a:.Y a i� ) ' f '1': yyrra } �,.'.,}` �''! t .;'9� •l.;�ti ,!;,()t !r� l,,l,!:1:�:3`..M xa�'(34,Jrtf i. ,t7 yt a N: ff '}K.l,'1,. 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'aS�1 (�S 5- �1 CITE'OF JEFFERSON AMENDMENT TO CONTRACT FOR PROFESSIONAL SERVICES (7: : HERE AS, the City of Jefferson, Missouri, a municipal corporation, with offices at 320 East McCarty, Jefferson City, Missouri, 65101, hereinafter designated "City," entered into a contract with Sverdrup Civil, ;;;` ;;'>°; Inc. hereinafter referred to as "Sverdrup," on February 3 1999• and WHEREAS, the Contract was for professional services for Wastewater Collection and Treatment System Improvements; and WHEREAS,the parties wish to amend the Contract; 11 NOW, THEREFORE, be it agreed as follows: A. Paragraph One of the Contract dated February 3, 1999, is hereby amended to read as follows: 1. Scope of Services. The scope of work as referenced in this paragraph is amended as described in the attached: "Amendment 2, Modifications to Appendix A." Amendment 2 Appendix A-2 Pp B. Paragraph Two of the Contract dated February 3, 1999, is hereby amended to read as follows: `'t i :•;iii Y:*j ...:: 2. Term of Contract. This Contract shall remain in force from the date of execution until August 3]. r•,�r�,x�r,,,.,t;l' ':„�' 2001. iii=r t,�i t!��.-4 •_.;' Paragraph Eight of the Contract dated February 3 1999. is hereby amended to read as follows: ' 8. Compensation. The City shall compensate Sverdrup for the performance of the services described in the Scope of work in accordance with the Terms and Conditions of the attached Amendment 2 Appendix B." 4 . All other sections of the Contract dated February 3, 1999 shall remain in effect as stated. IN E TIMONY WHEREOF, the parties have hereunto set their hands and seals this day of 000• CITY OF JE ERSON, M I SVERDRUP CIVIL, INC. j, f{y�t 't.:•tu Ma or Joe. F. 'la, . ., Vice President ATTEST- i A City Clerks Secretary PPR9V � Q,S TO FORM:. 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Ci.;a'{ 5. y `(t"'k �.}c1 2 F• �, Sr., .,r.., U, .,y� � was :ny. `{ e, a� t u 1:,, 7 <'t. t'i•.,. „� {;., � � it-,�. r.t 't r., ':/.{r'?�,n 'i,' t,� ;(,° .1 ';4'f it•;,,t,"", ii'"• 1;6;-i�:ri:.a•��C;�r'`��jt.t.r,'a�i,'':i / ��it '*tt; 'k',r:t�;`sy\,i�h r,'{7 u'•zSS.I,�^` rJl t �.�tr'f '3 r., Y, L' i,al ', s :3Y�r5>:,�..5. .;d 5:.:': _ '��± .2?�t �. ' t� # in, =�./i � k. t.5• r �� ' t '� r i. 4:tf' .`4',� .:tiEtl i.�;"at�t>��t";rv: .xt ey?,C�,. k A t '•1 7 , }r. 4 s t, iIR, n. 't;..fh`.�?�'.�,f}{e .u�•.z� tai;Yi .p'1+ i.1' t3 ,7 1�S t� t./ ,t. r �. /(�.tt tr�Af 5'v�(} k.{,;+, ,+t.GX t ��}'1 7 rrta.,,,t.wrk,a•',5..+.0.,.,.,•r.t.......,..„ +.w...a.n.i.ma:•..,a..t..m+.,ter,btn�w.Mrdmn:.,,»a,•w,+,K.»w...w.,..o,+;r..,n,r«.�.1`.:ayt.ti:wf:..h 5 t�ta j AMENDMENT 2 MODIFICATIONS T® ;`t °` APPENDIX A--SCOPE OF SERVICES � t + CITY OF JEFFERSON CONTRACT FOR PROFESSIONAL. SERVICES } '' June 2000 '' k�f;`Y REPLACE PARAGRAPH II FINAL DESIGN PHASE WITH THE FOLLOWING: II. FINAL DESIGN PHASE The preliminary desi g n develo p ed during the y base is further develo p ed into 'fit a construction documents during the final design phase. The detailed scope of work for ther ,h '>!' t final design phase is listed in attached Appendix A-2. Design flows effluent characteristics and other criteria listed in the Water Pollution Control Facility Improvements Facility Plan are the criteria on which the final design documents are based. Preparation of three construction packages that will be used for bid solicitation �;.. during the construction phase is anticipated: �+�:�;�`r,,:,•,.. ' • Water Pollution Control Facility Upgrade (work at the current treatment plant site) 1,}> 4f''t"= • 30 Inch HDD Force Main tunneled portion) Finaptx+' s ' Walnut Street Pump Station i ,Y It may be cost effective for the Owner to have a fourth construction package for the open cut portion of the force main. This will be investigated. i The design will be in accordance with Missouri Department on Natural Resources g p MDNR design guidelines and will make the construction eligible for participation in the State Revolving Fund (SRF), a low interest loan fund administered by MDNR. Design is �,ff ,s , . being accelerated to have the construction documents ready for submission to MDNR by October 15, 2000 for participation in the April 2001 SRF bond closing. The construction documents must be approved by MDNR by February 1, 2000 to participate in the April. r•,,t,,� 2001 closing. The scope in A pp endix A-2 anticipates MDNR will approve the r,{�' :�µe•��'e,i`,,fr,� preliminary design listed in the Facility Plan. 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"�;?t.; j5yq'1. June 20005 _ °'; The preliminary design for the Water Pollution Control Facility Improvements developed '' during the planning phase will be further developed during the final design phase to produce the documents that will be used by constriction contractors to bid thetc 4 ' i5i ?Li'• construction. Three construction packages are anticipated: 0 Water Pollution Control Facility Upgrade (work at the current treatment plant site) 30 Inch HDD Force Main (tunneled portion) e Walnut Street Pump Station The anticipated tasks needed to prepare the construction documents are listed below, grouped by construction package. Surveying, geotechnical, easement and project management tasks cover all three construction packages and are discussed at the end. ` ' 4!'.`tiw '."" ';�� a{5!.,.;.; Ili,, 7;i:?i•. WATER POLLUTION CONTROL FACILITY (WPCF) `` Y `Y`";r ! j F. Yi�l Y�L.r,r'.IktF.'iit'�,:'.• 1. Finalize the process design for the influent screens and flow monitoring. It isit anticipated flow will be monitored using a Parshall flume with a level sensor. The } flume will have the range to measure the plant influent flow rate over the high and •Yw«[�.'I low design flow range. Multiple mechanically operated fine screens (approximately 6-mm or '/a inch openings) are anticipated with sufficient redundancy that the design peak flow can pass through the screens with one screen out of service. Screenings ;it 3;t >S>s;' will be washed, concentrated and conveyed to a dumpster. The screens and dumpster will be housed in a building r heated enclosure to revert cold-weather operating q # g P problems. It is planned to relocate and reuse the existing Parkson Aquaguard screen. t;`; ry r t,ti; 2. Finalize the process design for two vortex-type grit chambers. Each chamber will be capable of handling up to 30 mgd flow, providing complete redundancy under dry- £'s'�'fir'`'" Prll weather flow conditions. Normally, however, both units would be kept in operationr. � '';;1.,Y' yN(•.ty^�7�Qj�� ,119 t'f kN�t'f'N:4 at all times; both would need to operate during peak wet-weather flows. Each unit will be capable of being isolated b means of gates, and a bypass channel around the P g Y g � YP g rit chambers will be provided. Collected grit will be pumped from each chamber to ��•�it�w��'1'.��,?'i•-,� a grit classifier/dewatering unit and dumpster. The grit chambers will be located ��5�? `'' outdoors. Grit discharge lines will be heat traced and insulated as required for cold- t weather protection. The grit classifier/dewatering unit and dumpster will be housed in a building to prevent cold weather operating problems. 3. Further explore the features of the commercially available Sequencing Batch Reactor } ,r (SBR) systems and select the most desirable system as the basis for detailed design. ft� Confirm through data provided by the vendor, the capability of the system to meet {x�;pr.a,•;`' ? NF ' effluent requirements at both high and low flow rates. Define the required number of A-2r ;z Page 1 }+pk'. �a',r�T��',((,.�t�:;,+rbFe' ` "`•33}iF�u$"•s,t:"'•,,* ,,.,ra.,.n�.." r(^.,nawa..wv±wXi+ww'.,`..,-....wr.«.r.. "t'-u• ;f l ( '"72+x': r p x,t;,1i ';tiYf'P'rr s�;t •. rj �f+,ip7 I { 4(�. t. ::.( i 1 rr!�,} t i 1 1 .•u'�1'77, '..,'. .:'l,,} + 7,' ,, t.,rl'J{,�' h •V !S t 1xr + : 'v.t^ is t4'i (; �� 'l, i� q ��i� _ ; '4�✓, 'rr.t: f4r mr YG1 .•,'i,, x t ' 3 , 1~, . f,, l,�>2 ;{ C.2n 'yt. � ,•.f � 4, Y 1 'V - (.0 3 4E` Y' J Y�' ,E{y,. t Y,.t ,,' Is �d r ��r7 t}t .. f„Y'r ,+fir<'• $ t + t ! a;. :r 4:; j c i , E1*r' t•r 1'i..r$ r�,'Y,ti ;� {�.�. ' f If'y�,;•i. , ;.';F•. S, .Y f} •f,4. :'9.+;....i,..3.,.,.4,rv.+...r,t, ::f;l.:_'7{at..r1 .i1 i !°s t,..w,n 1I' ,ts,/. 1.rY, o 1 . J ,�. '4A'xW:•�� r,i�j' Yt G,Y,•ti. ,y1 c t �,7, _<..,. ',,r,c ;�iY.,i:^v. i t j 1 'r �•`i.i^'' '1 .s!'r 9 = '�f�«ti?rt'': !�. ` ,}� •� !�c �� }F� rr:!• 'r.i...i.,ttl ;;.t,f. �CT�,H i d ° b',..�. 1��•''t,.,”{ ji�i �i,. a. :}., is +174; r � ,rY , 1 ';., '� .r J,,��,a f:�r:•_ 4a, .� .,t� .I ,,7�1ry,v.,`�i:3 f.> t,.F7r,:f•'.h, ..✓ t S .r r '()r. ! r jk ie;. r.(.. t•,t ri., r(h r .K• M�{y,� r. }- �. ,J;,' ,j,(�,.��G .t,w ,N!•�.1� .c. 1 .*.�.,.., r"a_1:;;f;tir., t:$ •t�rl+. n4 :.j. . ,.w: .,f:is;q,,r,. ,3 r1 .,t 1 4 s' {:} ;<i. ,'�:+, ``1'�i+:at=1`',:•I>tai ''1�� d E..;.•d ��, eyl„/!>ra K �.�✓;`,��. t v+( YI�' S?.\ '�i 1. ,4. � .. ��.Sy � .�,1 7., .�'�t.11 ,}�1•� �f, 7 .1:'- y- .i".;•("I.�Y t;i'�..Y:�,t rirT rl.J...;.;7; .•J•, ��7 �7 `'! �{ t.� •r,1' �,., r � a,�� .� t 1r. •��,':.F*.G 1'.; � t i,�>3 a�.. b ?,i`i'A.^iY J fk�'tP,, Y4Ei7�i t!'i4.,•",`n�£ •x1?'a'.Ir �}?s:..r+.,9t M ..r. .ss. .t c i r .f r �r . 1 .{ ti. jict tl}ff Y.�,�,j^,�,r,•r��t�.:ri t i4'� , ., ert: di ''k�r}�f(t?�, t�' }, ij17�,rt G;kf�}.} 'yt t' .� 4,Ft, t �; � ,, V � F' :�• �,{*,�-ft�p4 .,�4F .{ ..1 9 rt�7�l 7f 1r•r`. ^}fit is`�`ll�,"'�,?' Ys..h �Y��Y1,�I i�� .��LtJ1 t'Z t 1(i s •� .lqt � {4 'y t' �f I t f �afi.. (' 'r 9. rt pp ft((' ^` ;t >�}� t r,rr s .. t .!+, a i y ' 1.7>.i*�•f Y.� �F1,15 e"f++�nf Y y,` �36s1b.�P( 1.� k :✓.'�,', Y. !..'s4t i,, .,� 1.. r'�. ''N + .t. ! '`,'ft, r ' t A- V '.,' •+. t < , E ,� 1 uq{r i Si1 �41'*R7 `t�i �3S1T�} x'� 'e}.-tX�CkM »txm l> ay..'itvet,»a•Yeil.,;.�:�,N. .......... ... ........:....,,.,,,,»,......•.. 4„w.....« .. ........, .. ... _._.: .. }.WL, 4 r t. {�.�tt ij+.b Nly�� :�.i"y> i >K•K»,t+s,v � ...r, , a.r '', r .L.;in.J,,1.a.'x,..3_,5....,..«.aaa13....J �at,ry�^ �t� $ 'r�iT 1Y, �rl Z,f¢it1�'yvj 41's•p,'t;�� ' Sly. ''i�i�i;�t;:f,,.,y7.vi•`;A, } Wastewater Collection and Treatment System Improvements ' Appendix A-2 (continucd) basins as well as the detailed design criteria for site development, electrical, controls, instrumentation, and structural construction documents. , rt 4. Calculate gravity flow head loss requirements between the various treatment process ss ' unit operations. Graphically illustrate the water elevation at various stages of the �;k9 WAIIif.^ : ; s treatment process using a hydraulic profile drawing. Use the hydraulic profile to �rlY, a assist with setting the elevations of the unit operations to allow gravity flow from the ,� ��N a;}r! ��•};;Sat �•r,y1. influent force main discharge through the SBR. It is anticipated there will be gravity } flow to the Missouri River during normal river elevations but effluent pumping will s•i �1OSs)' }r ' be required under some high river conditions. 5. A number of issues will be addressed while developing the SBR system site. a. The new SBR system is to be located on a site that has been used for some years ,,;}Yr;+r:x for disposal of grease and sludge from the current treatment process. These materials are not acceptable as fill or top soil and must be removed from the site -: before construction can begin. The volume of unusable material will be determined and analysis conducted to confirm it can be disposed as landfill or by rY'�t surface application. b. A site plan will be developed showing the location and elevation of the major t r' structures and unit operations. Mayor considerations are truck and equipment `�'';�`p '�'�`i•w'I'�:''+�r access for maintenance, screenings and grit removal, gravity flow through thej?3�}�`t'i :� 7. :1 process during most river elevations, concurrence with airport and FAA }tsy 't. requirements and approval from the Corps of Engineers relative the proposed levee. c. Typically the site plan is also used as an aid in locatin g g eotechnical borin g locations but the tight schedule for this design will likely require boring to proceed without a completed site plan. t d. A number of pipelines are anticipated to connect what remains of the existing if treatment plant with the new SBR system: t. , • SBR effluent line to the High Water Pump Station or the River ,,,!„r,';, -•' Lines to convey raw wastewater and treated effluent to the Laboratory for !z, sampling Y:l ra. ` • Plant water (treated effluent for plant use) lines to the existing plant water pump system and then back to the new SBR system Sewers stem and pump station to convey wastewater from the existina1 �==k t #� sludge system and unit operations to the new headworks. A septage package dump station with card/charge system will be designed into this system. t ! Potable water lines ;';. • Gas lines for building heating "rr • Waste sludge line from the SBR system to the sludge thickeners ., IM. ' ;ti • Possible odorous air line from the sludge dewatering area to the SBR blower $; ; intake w'4 4' • Underground electrical conduit '' ;r"It, e. 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', { Y 'S#+1 {•af.+i't .;0. `..9•�(F�ny('3{�1y��'��;�+,if�� y �.,,:��(r,a�.�Z,i 1:1 r. { )Fti,! ;p�: Lr 7 Y•i: i .i 77r i�s•�ti�(dgx;,.�VtiP '��i. �'c''v"`Fi�f'•� 3, � J�{''tyy'``�yy1�tG�ft•�yt4 1 r,C Wastewater Collection and Treatment System Improvements r Appendix A-2 (continued) 6. Resolve design details and prepare construction documents for the SBR system. Major components of the final design are: o Developing the piping and control valve design to minimize headloss and optimize access for maintenance o Significant information on good and bad design features will be obtained by visiting one or two existing plants of a similar size using the system provided by ;.>'7=``'t '+A` " the selected vendor Evaluate blower alternatives for SBR aeration i'" Size and layout the blower piping ,! '1 a Prepare construction documents to convey requirements to the construction contractor. 7. Resolve details and prepare construction documents for a building to house the '.I screen, grit and blower systems. A building adjacent the SBR tanks is anticipated to house the weather sensative components of all threes stems. This will eliminate weather related operating problems and facilitate maintenance during all weather ,', conditions. Details to be resolved during this task are: Finalizing decisions on which components will be outside and which can remain I, insidey,a,a 1.r I 6 Design of the headworks and building odor control system r. Optimization of equipment arran ement within the building to provide efficient ,7;�:;,+�,�z9;��'1,•;': ' f operation, safety, maintenance access and truck access to remove grit and ' screenings as well as deliver and remove maintenance items AV- 0 Prepare construction documents to convey requirements to the construction ww�,�.,>�n' �••g,;,h..,.,', A r• a contractor. I t 8. Design and prepare construction documents for a pump station to pump SBR effluent to the Missouri River during high river level. Expansion of the existing High Water Pump Station will be considered but because the SBR system has been relocated J f y tt lr r some distance from this system a high water pump system at the SBR will be - evaluated as well. Other major components of this task are: ;;+t `t � ; e Evaluate the capacity of the existing station relative to the hydraulic profile for .�'NN`°;,.1 the new plant Pump evaluation p Pump selection and sizing calculations '' Routing of the effluent line to the existing High Water Pump System or the River tiaRfi ' '. O Prepare construction documents to convey requirements to the constructions :'r,.• 'i:' contractor. 9. Design the connection to the existing plant water system. The Owner wishes to continue to use unchlorinated treated effluent for clean up around the outside areas of �' required to determine if the effluent is an acceptable source of the plant. A study is q P Ft firewater as well. Any other anticipated uses will be determined during a meeting t u with the Owner. This task will confirm the existing plant water pumps have the t„s needed capacity to provide for the anticipated uses. '„ A-2 ; r>' Page 3 .,;rte-9, *s*�•yr .,rrt>t.,r}«. ;,i^,> ,Cr;': 'C"t� :?R-+!�r...!i r!.+wwwr?www.,*•...,-...,,.,-,9,.,r�w.,...1.wn..+)^•^^r!fi�:'.��. r ti ;..ay.t.r.t i'l,Y.lti.)-. � � i7'4•' $ S �,l. '� 'If,l,n11'{.'f�`9,,ry["`at'C+t l ,({�✓�, J.{u('' '; 7t'`( r rCi i. y�.1' 't�, .( 5 ,fi.'. 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'} r 7Y j. t t x. } .,1 ♦k A r c K� 4 t {f� "l;E '� trti�''!'u' b�`�tu ,, 416PJ�tr-.Y,I,Jdct / ; , { l s .• r a4', s i �}lt 11 '�ir �i�,s`�;l{t�r'.R,.: t� �,t$';y �;xY4ti�.j. �ist�)A5.•."'Yi.kr�,,�aht',4} wl d.,xF J firi t, .�.t , ,. �.i ; ) l.Gt • �. ��.�rr.'?,�.�} e�?ki'JS�Y f(4 t 4 .r t+tJi 1,, t �;I{t�' '1 • Wastewater Collection and Treatment System Improvements Appendix A-2 (continued) 10, A new sludge dewatering system was completed in 1999, The sludge system will not �.,. _•:'',.,,s,,, "::`. g g Y be modified except as follows: s Waste activated sludge from the SBR process has different characteristics from the current trickling filter sludge that may require modifications or change � arc �.Ti. chemical.requirements. These will be anticipated as best they can without sludge Jtq` li 1°'r t/` 'I samples. It may be necessary to complete the optimization after the actual sludge `" •f� s becomes available. It is anticipated that major modifications to the sludge 'a dewatering equipment will not be required to handle the SBR sludge • The Owner desires an alternate method of removing odors generated by the sludge dewatering system should the biofilter fail and has requested a system to convey the biofilter feed to the SBR blower inlet for dissipation in the SBR mixed liquor. That system, which might include a booster blower, is included in this • The two existing sludge thickeners are not covered and on occasion emit odors. Covers will be designed as part of this task Prepare construction documents to convey to convey the requirements to the t•.`"' ` construction contractor for the odorous air line and the thickener covers iii' ,'�G;,''l.';'{{•�I);ut x�t'„5'. 11. Design the power supply and switching to support the WPCF process components. Major components of this task are: Determine power requirements for the equipment to be installed �If' ,; • Determine with review and approval by the Owner, motor types and startup ;` t , modes to minimize power usage and minimize peaking rates Lt.'•+ ! • Determine how the new power supply will interface with the Ameren UE system V` • Determine with the Owner if primary or secondary power is desired . }•} F" 3�trif'. • Determine how the new power is to interface with the sludge dewatering system ;�,�'7•E;;�.��i�:;ri�,241'; i and other components of the existing treatment plant that will remain llt�y,+>nYsa,•a, � 4 • Determine substation sizing and desired location • Develop the standby power concept and how this will be implemented • Determine with the Owner concepts for restarting equipment after regular power is restored Prepare construction documents to implement the conclusions from the above ,; t•{,.t, : : <, determinations II it 12. Design process controls and instrumentation to support and provide for operation ofw{. , t='` the above equipment. Major components of the task are: ,�y'';' `'{`'� '; Develop control and instrumentation recommendations for presentation to the • P P Owner • In conjunction with the Owner select control and instrumentation concepts y ; i '�t4s' •s • Write a functional description of the logic Provide specifications and related drawings to move the existing SCADA system A} ,1. from the existing control room to the control room in the new Administration �� . .; ' `'1 Building " • Design the WPCF main control panel or programmable logic controller based on input from the owner on required functions A-2 Page 4 $(y r.�FF}t plT, �t<�.it�,y r6".Cfi`_•"'.,wT�':C77,T.""a"f`.;A ,(`�tt'r1 7s� ,"ig�aMt?!±.u+,nvam7 sYjp;WhW.+.....n+w+,wm+rgy^"N'w'k�w.r�.^,*e. .;vi .. 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Q• , {f'Ili },} t��{E%,;f,;,., R;�, ,}:�G',`� ti:�•t"d t t' rf J. ti. q '� 3=•!r. v=''i 1.. .r t r 4- , .} t '9.. } '� £ c`rx„}`. •.,;r,,.�y e a}fa� 5(td r.�� o� 5 r• , 'l: �� F a'*k,f, ;4�°�f�r 2 i ! l f ={ �ri,i1r•n d Fc 'C 1.ti�, } �i Sti 'S trr''irx{S,r '�{� .c, 4: '. t ,. } r r y� .S i'4`t}'`"�a ''��'•4 1" y� <1 _x t`....S,.:S:,u!r$c S'r•r rih 4��v 9'fitkt�' }��sFJtal4%Sr1�IW.>rN'nrr t...w....,......,.._... ,.,,n tr....... ......... .w .,. .. ,..,.,, � ...w.,.-..........,.,... ..,,,.«,., ...,....,_.�-. ..r w..... w ,... .,........,.. ..�.,•.. ..., ,.,,... �h��7� 4��s rq.��i • �r�'7, t!'1c�� Wastewater Collection and Treatment System Improvements h`tj x Appendix A-2 (continued) ' • Prepare construction documents to implement the control and instrumentation rr rrt 1 f}rty J3 t 't f. concepts that have been developed ji r,4 ,rJ f 13. Prepare structural designs for the tanks, foundations, slabs and other structures that are required to implement the above systems and equipment. Prepare construction 5 r{ documents to convey the design requirements to the construction contractor. ,: ;; J;•i rf `.a g t tNltr 14. Prepare a second conceptual design for the new the new administration building. y1 offices and other space will be similar to the administration building conceptual �,„ rr design presented in the Facility Plan but the second concept will attach that space to N;a�' ,:a � rK , ,a Y+ to the east. Cost s the existing administration building with the addition proceeding and esthetic comparisons will be offered between the alternate plans. The City will i alternates and design will proceed as listed in Item 15 expeditiously select one of the below. ,i�'r''S'(y, V�`.' r 15. Design and prepare necessary construction documents for the WPCF administration ,. n Xrt building alternate selected under Item 14.. The process has three major steps: ! ( ,. During Schematic Design design criteria are developed while working closely '� ;;. :'•' with the Owner. The building components are anticipated to be the same as those ,;•x;;;,}} ,r.;,f,.;.,:- :. developed during the planning,p .; Control room i �ts'y' W. Large meeting room :tier"4f"t' Laboratory Two Offices Lobby V +t7 Copy room, restrooms and other support facilities At the end of this phase, all of the building concepts are set and the Owner signs off in agreement. ® During Design Development, engineering requirements and criteria for the agreed , ., upon Schematic Design are finalized and confirmed with the Owner. These will building lighting and electrical,HVAC plumbing fire protection and include b •. ' structures. y The final phase, after all developmental issues are resolved, is preparation of the construction documents to implement the design concepts 16. Design and prepare necessary construction documents for modifications to the office -'y area of the existing WPCF control building. As developed during the planing phase, ryf the modifications will redevelop the space currently used for laboratory, lunchroom, ?`K; locker room and offices. The remodeled space is anticipated to have an expanded lunch room, expanded locker room facilities, small conference room, office and copyhw ` room. The three steps in developing the design discussed under Paragraph 14 above will be followed for this building. Modifications outside the area to be remodeled are tl..... ' not anticipated. 4 i lei. , 1 �{ 17. 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Process equipment anticipated to be housed in the building include the influent screens, components of the grit removal system, SBR blowers and possibly the emergency g enerator. Schematic design, design development, and .i preparation of construction documents steps discussed above will be followed. The emphasis in this building is efficient housing of the process equipment. r,iJ r'1 1 18. Significant site work and upgrading of the existing treatment plant site is required. As developed during the planning P hase, it is anticipated the existin g p lant y , preliminary treatment structures will be removed as well as the existing trickling 1 filters. The existin g primary land secondary clarifiers will be partially filled and then f: '•?,j".''f`wa: serve as decorative ponds in a landscaped area to include the area east of the sludge dewatering facilities and the new SBR area. Significant grading will be required around the SBR tank and building because the screens and grit removal must be at a higher elevation than the highest water level in the SBR system. A new access road t „ design will be required because the existing access off of Mokane Road will be blocked by the new Corps of Engineer levee. New access will be off of the road }' ' f north of the plant on airport property. The scope of this work is to connect to that road at the closest point. The work items in this task will follow the schematic ] design, design development and construction document steps discussed above. The major work items are: • Design site grading it ;s. • Design roadways to provide access to required points Y,r Determine what structures need to be demolished and the sequence of demolition Design modifications to existing clarifiers to convert into decorative ponds p ,-r '`° • Design landscape plantings and sidewalks • Prepare construction documents to implement the designs 30 INCH FORCE MAIN A new 30 inch force main will be designed to convey wastewater from the new Walnut 'g 'tr Street Pump Station to the new WPCF SBR headworks. It is anticipated that the new 'H;'�'„ ;:.,7c force main will run parallel to the existing 30 inch force main but this is subject to design analysis. The portion of the force main that runs under the Missouri River and cost `'�<+} ' •r� r effective portion on either side will be designed to be constructed using the horizontal !,Y�a�?��y��,,'t":d ?" directional drilling D technique. The remainder of the force main will be in an open g� ) q p t cut trench. Work items in this task are: ° ,• • Develop a preliminary pipeline route based on available informationfv`Ff.r•ss<«rl:•`,', • Coordinate with geotechnical to do borings along the route • Finalize the pipe route based on geotechnical findings .',f ,;•,,: Design the HDD section and the open cut sections (From the point where the existing ��t•.l, 30 inch force main ties into to the old 24 inch lines, two parallel 30 inch lines will be ' run to the new SBR headworks) Coordinate with Corps of Engineers on levee crossing requirements Prepare the constriction documents needed to implement the design and to abandon r • existing 24 inch force main segments that will no longer be used. f. A-2 Page 6 ,tli l.,:a!t;,\'� ',r 'A, .`'�Si irf Zt^'{l�q, ttt p rr;rR.�r;,.y 4',t Yl}�r} 1;+17 r,..,ar...yn,.u.w.q+u.K'M",.�±•.vw«.'nn.!.,vv.w.+ -77, rt,y '•� ;..N�'WMI.,, ,•, Y`»,q, 1?• 'A `, j33 .y i � ,,, v t:<,, tr (,t{j(., .,1 t,. 'r 1 ''t. '7. ,y ,., ?vt':::,i,t.f , i ;i �. 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' ? (including odor control) and access requirements. It is anticipated the location will be near the existing pump station ' <<;� • Coordinate with geotech on boring locationsrtitt ® Complete final wet well sizing and pump sizing calculations ` Coordinate with architectural on building layout (it is anticipated the building will be on top of the pump wet we 4 lj•}•�t t S` • Prepare the construction documents needed to implement the design concepts ;.; 2. Design the pump station power supply. Major components of this task are: , "`;'.; • Determine power requirements for the pumps and other electrical components .' . ;,, • Determine how the new power supply will interface with the Ameren UE system Determine with the Owner if primary or secondary power is desired 4 a Y • Determine substation and or motor control center sizing and desired location • Develop the standby power concept and how this will be implemented yn�t ,;Vr r :.r.?;;:':.; • Determine with the Owner, concepts for restarting equipment after regular powerh ',� x. •.G,r, is restored a'tf • Prepare construction documents to implement the conclusions from the above determinations 3. Design process controls and instrumentation for the pump station. Major components of this task are: c1 r r • Develop control and instrumentation recommendations for presentation to the Gi,r{,d:4zfi:r , Owner `'fr`5h ,• ':.,. • In conjunction with the Owner, select control and instrumentation concepts °,Yip,ti Write a functional description of the logic :4:Ya+ • Prepare construction documents to implement the control and instrumentation concepts that have been developedr, �ly:: xf ri;, g p it „ k�' 4. Prepare structural designs for the pump station. Finalize the design concepts into =:yr- construction documents to convey the design requirements to the construction r contractor. "�y S. Design and prepare necessary construction documents for the architectural, building f 16 power,heating, plumbing, and fire protection components of the pump station w' . a'= A? building. A on building with some type of hoist system to aid with pump ,,• removal and maintenance is anticipated. 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":(,; Y.l , a, �:f,'..t;F^✓z�sq r� =4{:t �� t�Y,'�•3.t '�'� +;j t11 .. �,f" , 1, :; t F c.;17 � r r F i., t,�•.,•.m ' .. •^} _ rr. _ t, J - t .'�,, , fr"f; ' 7f 7�ta ��}!��^}ta l��}p t� ;F , .J.v ,r .,.,t ' l• yL 5 c Cy(S id ii F,�n'f� 4��' `� Xr k •} f '•y,t,spy�y.,., r tF t s 'r, r '<��?�'t ,."54Si�ta„i .$rZtlUff'd�.t•'S�S<SUttCii�C« si"�;'Fi%r?,l�Fs+#?NVd/d#ySiN"+r.�nrraimr,i+w.o.wn ,.,r.a....,,,w.+,.r n ,.., „ .,...._..•�... .._.,........... ......,.,...,,... ......... «.._.....»..,...__,..._...,.r.......��............... .,.. ..,...,^ ..,....,.... ..1.....,. .».+� ., �r{N�}p.1k,`thd{tt.y ��>¢i�+I • rn;i�l+ q+11 i Wastewater Collection and Treatinent System Improvements i; 1 � r •t t Appendix A-2 (continued) preparation of construction documents steps discussed above will be followed. The emphasis in the design for the pump building is to efficiently house the pump system, 6. Design and prepare construction drawings for site work around the new pump station and for demolition of the existing pump station when it is no longer needed. It is anticipated protection from the 100 year flood will be by raising the pump station floor elevation to one foot above the 100 year flood. Truck access to load pumps is ll needed, and parking for one or two vehicles is anticipated. {: '_+, i..r,=:r�,;;. SURVEYS Boundary, topographical, key elevation, key feature, and potential underground interference information are required for various design activities. To save time, the ' rFti,, er Owner will, from existing records or through direct agreement with a City of Jefferson survey firm, obtain the needed survey information. Sverdrup will provide the Owner with a scope of work listing the needed information. It is anticipated the survey information will be requested in several phases because needs for the force main routing ' and at Walnut Street will not be known until the design is further developed. Survey 4 results should be supplied in a form directly usable in AutoCAD 14. GEOTECHNICA,L t�S r r„'s v T '�•J x v'• ,,.ii r; , J b �7 b g ' �l oil borings and associated laboratory testing will be required for all three design f yri � packages. Sverdrup will subcontract with a geotechnical drilling firm to do the soil borings, and a Sverdrup geotechnical engineer will observe the drilling. Where appropriate, laboratory tests will be performed on selected soil samples. Using the field and laboratory information, Sverdrup will prepare a geotechnical report describing the findings and suggesting foundation design requirements,potential settlement for areas with significant fill and liquefaction potential in flood plain areas. It is anticipated that a ,;$_`}'' ..:•,,. .f seepage analysis and remedial construction will be required by the Corps of Engineers for u; an below grade structures near the new levee. Specifications will be prepared for soil ` }? ` ` 5 Y g P P P „x) compaction, piling, preloading or soil grouting if required. �.fj l rl`4''.4`lfi• f.;l) EASEMENTS Easements will be required along the new force main routing and probably in the vicinity of the new Walnut Street Pump station. The Owner anticipates purchasing the required �''''�`'"`'''` property for the pump station itself. Apparently the Owner already owns all of the r„ property required for the SBR treatment system. To save time and to have more direct s; z°r control over the easement process,the Owner will handle the easement and property ; �t„} .e . z � acquisition process. Sverdrup will provide sketches or drawings showing the required r, easements. In addition, 40 manhours are allowed to assist the owner in preparing documents for potential railroad easements. The Owner will take that information, , IM perform the needed surveys using Owner staff or an outside survey firm. Property {`• 5 descriptions will prepared by the Owner's staff or the contracted survey firm. The Owner ° 4' will perform the easement acquisition negotiations and purchase. w f , ,d9 Page 8 ?K,e 7tt!S"plF ",•,�--� V u -•.r t�. ..� ti+ ^r �w `+?n!*�++n.v+wwrw+.+w. w.e.«+-.wrw.!..wrr(W+n.rMa.,rr.+ .nn.,.q.rv; yy�y �7M t S r a^i' ! %^s•r;j'n',d:g{P. .y�,"V `#f. rti?t4 r S 1 yi. rst71 { 1 f Y 't' i! sf j t 't,� 't r ,'.§ tt.n t,. ;�' )F t S'sjr..,i„ors;:,�.i;Sr�� ''>�_+v e..A ,i x.� '�k .,�u�s�,,,r n.;.,g,�,p�.,,ic,'z:ay`�yv .� x .T .t ).t t "" .r '•! .r ;.P('• ,r�• �''c`+ t! t. v' 'iE,t rJ, rJ. �>q '�%''as. � t` ':��. �., °t ff��{{+��yy.,,,�i� ,��. yl.;�rrS� y7, r�i• ..� s' rY ,r =�f ii: , .,t ..s'. { �. �Ji it 4 a ;r. tza ^5 ttw�:ff{,},j �,,�.t� •i.. ? }��f7'.':('�s,.`{�r Ya ,.,sr •a}�''tit fit(. t'` t', i .i t 1 ,S{ t',t !z.� t •.,> 1 ir. ;�,t .L'�r' ':nh t`'• :it fii�` r1��, ,�{t iV',r.,,fPx). ,� �(:,` p,� p�� ., }rt. f r Z � nz i .r k rr i , 'i ir !..) s t•� t ,zj a) t�. 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A f'.)'.�� t ,,' '•. s' c r�°i x i}�,S •o � art' ,fi..i.'E { s ts�arl�,��. tz r,`��r,`�� :. 6� ,r 1' 6ab:..'i�'•`�"�P1bG.iMrSKiw.lixk�ni�itnewxvm.+.+,a-.w.wrk.`ww•:«r,..l»::ru•`..Wr,Y,..w.'...�.«ar.S-'.::.tw:w...+:r+,.:4 '.tu.Li. °s'...•.t«.�n+),_«t'.•u..�taW�au..S..Yi.F:'4:.,wi:A7 3 ' _I Wastewater Collection and Treatment System ImprovementsEx y Appendix A-2 (continued) t 44D PROJECT MANAGEMENT Significant manhours are required to administer a large project, especially when au"'. compressed design schedule is required. Project management manhours will be spent: "ha. Scheduling and coordinating the numerous design disciplines working on the project ` ` S Observing the progress of the work to keep it moving efficiently and within budget f R Scheduling and running design coordination meetings (weedy meetings will be required for most of the design schedule) �`Fy '' o Coordinating construction document general and supplementary conditions with r specific requirements of this project and discipline generated specifications ,,�^, ��;; •�;,;',. Modify the supplementary conditions to meet specific project requirements +a4 '.<; r. Provide liaison with the Owner for design review as appropriate and to keep the A "t. owner appraised as to the progress of the workrl. Assemble the construction documents generated by the design disciplines into the final construction packages ; Submit three sets of each construction package to the Owner for final reviewg. ; 5p , Submit four sets of each construction package to MDNR for initial review and an r,. I,:•,� additional four sets for final approval after the comments have been incorporated. F f ` ;� *P «✓tit#�� Flt S i�y�',I c` A-2 Page 9 1 �i y ,� t. 4 :$``� ltv''•,`f{E •.�:�05 rS* ,R.1,�'.,,c)jl��!''?v'd7;y;b;,.j._ r { t r' y ..;5 x ,�_ ;'j `r.�t•yn• z c;r..r ,r...,'4rt''• iit<E 1 r�s .''° .;'f»�r, ty. r 7 •1� �;� h Ze Y��.., z i;:,'ll+`'�S"v+tt � da 7 Y :S � rfi �t �� `K` �'t �`r• rF�* �.fi�4� y�� j,'7�j"� �} + f t'� yy,a' �y y �Fl tt �•' .,rx �r �y'"°"rp�C tit t �A t � #,`4°f¢�tf.',&F9 • "�} �,)}Oy lint. .''f•y �,..•1ta s"f}J;C'" F•, .-.,' .,. t .a' S� �,N'F ,.'�. )�t•;i»Yk L}r' '� •7`r ,��';a.YY;. �rd.�X�t>uY`t}eR'�q s�r�s+��.��;.��t'''p�9�(. �,�,t � Y ' �hi � 1 o-• YsY� .::{F�1'g; .7 � ,g��'S t '•1,�''rr',,t;�4' s��t;�:y1N� .,.iM1{` YI:;�.tC`rt.`It1��;t��''r � t��,t ;'{r� . S 3�, r't 1, x .{ S :y, i« . �: •'kr. ,�: ..�,,t�:`�,,, 1.,,.,ha..y1_},. 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'J.is., .t l,;�ii•.4 rt,S r .t }• .[• tt 'r.�' , it A, r v*;'.• #L_ k. `�" 'i. •S �.t ,,r; ,! r f 1 .'hr},��:..; ,l t, g j?y -, .t�.�T$zSttHM,Y,'H1r413rr,St4H::•bN!? c�b' ' tkc!+hr,'fii%l,,.fyla,leR rftsyaw.rua(•n«kxwtYY4u1'91r•,..�,M Mxv.!+i-..,rNf,d,t"n.rn.Wu,,,Y":..Ja.,wuu;,:....a..w........c ........ ... 1....:...f„b.,.x.... fia.:a.i.,zY",.�.t..�.t3.t..:w.J,'.S.::CUJa i dk�'jp �>»r�� ', i �� it';••�i?tt]��'r�:.°iii if v AMENDMENT 2 ry F APPENDIX B CITY OF JEFFERSON WASTEWATER AND COLLECTION SYSTEM IMPROVEMENTS a TERMS OF PAYMENT :` `' COST PLUS FIXED FEE BASIS ;r '; June 2000 �� zl �r•+�k,ii�r"M t A. SALARY COSTS, OVER14EAD & PROFIT jt51;:j# To the extent and amount invoiced Sverdrup shall be compensated for its services on the basis of reimbursement for the salary costs of its professional, technical and supporting •) personnel for the time during which they are directly employed in work covered by this Agreement, multiplied by a factor of 2.6 to cover overhead, plus a fixed fee for profit. The a'60 total cost exclusive of fixed fee is estimated to be $1,557,300.00. The fixed fee shall be $206,510.00. The total amount to be paid for the services under this agreement is estimated to be $1,763,810.00. `'`t� ` ``YS•r`';'-'; 1. Salary costs are defined as the salaries paid for regular time and overtime (includingb'" any premium overtime) worked. 2. Included in overhead are: =N„i ;• 4f ¢i f. (a) Provision for applicable annual salary related expenses including sick leave vacation pay, holiday pay and other ordinary Y and custom ` p aid time off, 3 bonuses, the employers portion of social security,unemployment and other ;. z(aYf�rw .•:; payroll taxes, Employees Retirement and Benefit Flan contributions, employer's portion of group hospitalization and medical insurance, and the ;, ;1 =�z � , cost of worker's compensation insurance. M(`» (b) The salaries of officers, except for technical or advisory services directly applicable to the project. ? '{" (c) The salaries of employees doing general administrative work; also nonproductive professional and technical salaries, including maintenance of .�N� "fr staff to provide readiness to serve. , (d) Rent and costs of light, heat and water; equipment depreciation and maintenance cost; costs of office supplies and reproduction of data for our internal use; general communications expense,including local telephone calls and postage;taxes; insurance premiums and license fees; automotive expense , B-1 ? I,`,lt% ,,�^'��eOrr F•'�.f'.i'JT�F!n!(!,.T'.T!�^T':5'^".,vM.° ,�.MI'(%•:: ! 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'., .Y{' d 1• �+ � , ,\..Yr:};t;f.. ;)kry'>.� °ilV�+�„ilia. ...... ',( .. x A'1lPi��!WJ�SxN+Y1ib'�4MNl iM9V�itfNdTMI(F(�i.iY/iKM•�+dfU�fWRn•6ar4N,rv4MKniSKN.MMMI CInvtiY:r+M4N.YVx.w..w.tS.rn.+w.i3:,rukr.awr.a.,.w!s..+�.1,....0 .,Y .,1..:... �tl., Yauu,h�.N.u.uwsY.NY.uSti:lS:uhJS.�4� "'w,\.i _ �d 0.f;• AMENDMENT 2 APPENDIX B CITY OF JEFFERSON WASTEWATER AND COLLECTION SYSTEM IMPROVE MENTS `F TERMS OF PAYMENT COST PLUS FIXED FEE BASIS pll: June 2000 .; kr Fr ,1 r s and other transportation and travel expense riot chargeable to specific K> ' t r; contracts; and other miscellaneous costs. its B. OTHER REIMBURSABLE COSTS r fly y�sPAp� 1(i!1 (r`tt In addition, Sverdrup will be reimbursed for the following invoiced amounts: "`t r. ') 9f 4 i 1. Travel, subsistence, and incidental expenses of personnel while traveling in � { f - connection with the work. The costs of a change of employee's residence are reimbursable if required by the work. 2. 'Transportation by passenger automobiles that Sverdrup supplies intermittently in .. •;,1',. 1,.'�4j5r,h, connection with the work, at the rate of 32.5 cents per mile. All costs of owned leased or rented passenger vehicles assigned to the work and car allowances granted sy to management and supervisory personnel are reimbursable. Reimbursement for the �`r ,".V�, cost of special types of vehicles will be at rates to be mutually agreed upon when Mv such vehicles are required. s�r +fu,>i ,:t 3. Reproduction of drawings, photographs,maps,charts and reports which are prepared '''f �s` R61,,+ for the Owner's periodic or interim review and also the cost of the reproductions , ' which constitute the delivery of work. I,'�t�•i�x'lY5' tK 4. Wire and wireless communication of messages and data in connection with the work. 5. Insurance required by the Owner in addition to the coverages or in excess of the ' i•r " +r: limits normally carried. .�� ,� •. ,ti ray Subcontracted services such as,but not limited to borings, surveys, hoto amore 6. b � g � Y P �' tt'Y testing and computing services, if required in the performance of the work, plus an ?' amount equal to 10%thereof to cover cost of handling. r 7. 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APPENDIX B CITY OF JEFFERSON I t• G�[S}��f �" WASTEWATER AND COLLECTION SYSTEM IMPROVEMENTS TERMS OF PAYMENT COST PLUS FIXED FEE BASIS y' �•1t�:i June 2000 8. Special consultants, as approved by the Owner, if required in the performance of the work,plus an amount equal to 10/o thereof to cover the cost of handling. ri7d}aF;k ��;,; V t25rr:'r: 9. Technical and advisory services of officers directly applicable to the project at the hourly rate of$150. ' ' f�•;°`r C. 'PERMS OF PAYMENTr i f } rl Invoices will be submitted monthly. Payment of the invoices shal be due upon presentation �� ,:•g i and shall be made by wire transfer into an account designated by Sverdrup. If there are '' M disputed items and/or amounts on any invoice,the balance of such invoice, after deducting any disputed items shall be paid in full, and the disputed items and amounts shall be presented to Sverdrup for resolution as soon as such disputed items have been determined ' by Owner. Payments due but unpaid more than thirty (30) days after presentation of the invoice excluding any amounts and items disputed by Owner, shall bear interest at one + ' i percent 1% interest per month or any lesser legal limit applicable) until paid. �y n7i'et The above provisions are predicated on the work being performed in Sverdrup's regularlyF established offices and may be subject to revision if separate offices are necessary for project ` a9ti4x purposes. F' i t' 1 tf r �4f, 7 to .r t . 3 Nip?1.*"'rC�+""'Ri„!v'"�'•nr.7"R"/r"°rst • a 1 f� �t �'3 tlt �� Yx y�ya .•r�� '�''�•° a� � �.,� '� 1,3`�.`x` p',...#. ? .`,;,� ;N; c •; '( .: �rYtt` n J f"a4r .� 'as 'tw`tt k•+` r e d ". a f tr. ,,<'•'4j f' t x 2 ��°��c4";'j.' �pU?,t��,' �.t, ht t•. a.;$,' .'t?7' t�` `s';' xi''.='t^ :Z•',e -;; +�j 'd:.t r,N,.,t`.0 :�i". a'3...t �''4 ';X7.. 3 �;•ry, t � <�� ,y,. 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Z .Rr t�.t �,�i�,tL,; .;�1.{a�j,.�.•r+Yr�P,ltl�ff+jr,�C`yY�F Y', :b'F,�l'' { I. �'•.. sy il,li.a�t�t r a t ., � r �.,.`.1� ,.1.;?.a t� 1'rt;:: ' Ott'"atfr`+tJ: C r �' i.��1x�i'�}!�,x t 5�.5 S"1C:I� �(. .a t'��1�� tMd77 :M�M�:sti�itirfttuaeerrnnutaw�sr..•wM+w.r,ua.a:k'�x;.i�:'�.i`�:.+ww«a,i:.,:,;.t `.v+...u'1na.•..S�ti:.il:f$:sa::.3 ` ;�a � 2"r+ r r,'�, ¢jt.��.�`�' y f�• nY ,� AMENDMENT 2 '?,;i '�'•~._'' ADDITIONAL APPENDIX B COST CITY OF JEFFERSON WASTEWATER COLLECTION AND TREATMENT SYSTEM IMPROVEMENTS f ?h : ESTIMATED COST 4 ,+ n °i June 2000 s' Amendment 2 ;,: Activities `' a 4; Labor Estimated Cost 3 ' Estimated Manhours Y ,.+ is'rk 15,415 Average Rate,$/Hr 28 `�t 3 Overhead Factor 2.6 sl. 5{ 1"is. ^� Labor Cost Total $1,122,210 Subcontractors SBR Consultant $10,000 Geotechnical Soil Boring 15,000 Subcontractor Total $25,000 Other Reimbursable Estimated Cost Reproduction Specifications $4,800 Drawings 1,600 Miscellaneous 100 Postage/Shipping 800 Travel 6,300 Travel Meals $0 Auto Mileage 2,000 Miscellaneous " 2,000 Reimbursable Total `;.+'• J $17,680 Estimated Cost Total $1,164,890 psi . 4 Fixed Fee i � $168,330 �y �I + Estimated Total Cost for Services Is Increased by $1,333,220 z; i j � �o+oauat�otoe,00►naoxntmea,�touww yew B-4 ' r"� �'�,� ty,°,�'� :� tL r. 3�^'�^��:y5- a r t`r}�#��.N'••�1 5 ,�„�. 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