Loading...
VI (D) DISCUSSION/ACTION RE: Addendum No. 1 to Addendum No. 96-4 of Agreement with PEC for consulting Engineering Services for Forest Oaks/South Water Treatment Plants Project Ocoee AGENDA 10-02-96 o�. Item VI D v D y,�� , JAMES W.SHIRA,P.E. of G000 CITY ENGINEER/UTILITIES DIRECTOR 150 N.LAKESHORE DRIVE•OCOEE,FLORIDA 34761 PHONE(407)656-2322 EXT.142•FAX(407)656-7835 MEMORANDUM DATE: September 26, 1996 TO: The Honorable Mayor and Board of City Commissioners FROM: James W. Shira, P.E. City Engineer/Utilities irector SUBJECT: Agreement for Consulting Engineering Services Water Treatment Plants Project Attached for your review is Addendum No. 1 to Addendum No. 96-4 to the Agreement for Consulting Engineering Services, PEC's continuing contract. This addendum would authorize PEC to provide design and construction phase engineering services for Change Order Request No. 1. This Change Order request is also before you this Commission meeting. The attached letter form Ken Hooper details the services to be provided as well as their proposed fee. The majority of the design services have already been completed due to the critical timing of these additions and the contractor's schedule for completing the current construction contract. PEC is not requesting any additional fees associated with field inspection services because Wharton Smith, Inc. proposes to complete the change order work within the current construction time frame. PEC proposes to provide the design and construction phase engineering services for the not to exceed fee of$27,104.00. I recommend that the City Commission authorize the Mayor and City Clerk to execute Addendum No. 1 in the not-to-exceed amount of$27,104.00. THE PRIDE OF WEST ORANGE i>xri,• I �Jv+• PROFESSIONAL ENGINEERING CONSULTANTS, INC. `j:jjl August 9, 1996 _: City of Ocoee 150 N. Lakeshore Drive Ocoee, Florida 34761 Attn: Mr. James W. Shira, P.E. City Engineer/Utilities Director RE: Forest Oaks and South Water Treatment Plants — High Service Pumps Dear Mr. Shim: We are pleased to present the attached proposal for Engineering Services related to the above referenced assignment. The purpose of this assignment is to provide construction plans and specifications for the replacement of one (1) 800 gpm high service pump with a 400 gpm high service pump and the addition of one (1) 1,600 gpm high service pump at the Forest Oaks WTP, the addition of one (1) 2,650 gpm high service pump at the South WTP, and Consolidated Electric Model 620 controllers at both WTP's. In conjunction with these improvements, PEC has reviewed the compatibility of the operation of the existing Forest Oaks 1,500 gpm high service pump and the existing 800 gpm direct drive pump, and it appears that these two pumps can remain in service (See attached Figure No. 1). This proposal has been prepared based on the premise that the above proposed construction improvements will be completed concurrent with the construction of the Well Pumps and Ground Storage Tank project for the Forest Oaks and South Water Treatment Plants, as a change order to the existing construction contract (now at 20 percent completion stage) with Wharton Smith. The installation of the high service pumps and controls should be completed by January 17, 1997 (See attached completion schedule). Wharton Smith has reviewed the equipment delivery times and equipment installation times on the attached completion schedule and agrees that the proposed schedule is reasonable. This assignment consists of three (3) primary activities: 1. Design 2. Contract Documents Preparation 3. Construction Administration Services (For change order to Wharton Smith's contract). However, if the change order costs to be submitted by Wharton Smith are not reasonable, the proposed high service pump improvements must be bid, requiring PEC to prepare bidding documents. Consequently, a second fee budget is proposed for this scenario for engineers planners surveyors 2C0 East Robinson Street • Suite 18,30 • Ortanco. Fonda 32801 • 4071422-8062 • FAX 407/849-9401 Mr. James W. Shira, P.E. P-6112 August 9, 1996 Page 2 manhours for the preparation of bidding documents. Construction administration services for the bidding scenario are not included in the second fee budget. PEC will submit a separate proposal for construction administration services at a later date if the high service pumps and controls are bid. If Wharton Smith's change order cost is reasonable, PEC bidding phase services ($4,658) will not be required. Enclosed for your review are man-hour estimates included in Attachment A and budget fee estimates shown in Attachment B. Proposals for the subconsultants for structural and electrical services are provided in Attachment C. In order to expedite submittal of the FDEP construction permit application, PEC will pay the $7,000 application fee and invoice the City. As discussed above, we propose to perform the engineering services described herein on an hourly basis for the following not to exceed amounts: HSP and Controls Added as a Change Order Task Amount Design $ 3,784 Contract Documents Preparation $18,927 (Includes FDEP Permit Application Fee) Construction Administration Services $ 4,393 Total Not To Exceed Amount $27,104 HSP and Controls Bid as a Separate Project Task Amount Design $ 3,784 Construction Documents Preparation $18,927 (Includes FDEP Permit Application Fee) Bidding Services $ 4,658 Total Not To Exceed Amount $27,369 Mr. James W. Shira, P.E. P-6112 August 9, 1996 Page 3 We appreciate this opportunity to provide our engineering services for this assignment and trust that the information provided herein is sufficient for your needs. We propose to provide these services as an amendment to PEC's Addendum No. 96-4, Construction Phase Services for Forest Oaks/South Water Plant Improvements and the White Road Improvements. Two (2) copies of Amendment No. 1 to Addendum No: 96-4 are attached for the City's execution. If you have any questions or require additional information, please do not hesitate to contact us. Sincerely, PROFESSIONAL ENGINEERING CONSULTANTS, INC. c,Iiimire,,6176ez,s2e, • Kenneth R. Hooper Senior Project Manager G:\...\PRO96\P-6112.LTR Attachments • cc: Mr. Art Austin, P.E., PEC Mr. Mark A. Maederer, P.E., PEC . . . . • . • . . . . . . . . .. . • • . . • . . • • . •. . • • . • • • . • • . • . , , . • --- . . i 1 - . • .--..- • . •• • FlakE 10. I , ', . :.•• ' ; ' ' : 1 :.•.: ,-; ' ' .. -1 ' • ' 11 • ; • J. •- • ' I.• ; , ' ' ' 1 ; FoXE--sT DiiS -vrp . . . : ... : 1-. 1.1 ..'. ,. i • .. ! - . .. : : . I : .-. . :: : . . 1 : . . ! i::: -. i :__ i . - : ..-1 : ; . . . . ::: . . . . . . . !. . • : : : „ . : ,: . . . t;-•, ,, ,, - . ; - - -t - • - .-- . i . . . . , . . . . . . I i • : ' . I . ; , I -.-.--...--I- ' r•, .. . •-• .71 ; :.7117. :1,- 1.... '._. t..; ; ,.... 1-..r,7•••-.7. ; T,Tr. . ..._ ._ _ : . 1 !• _ , --; : t --1.-; : 1 :- • 1 1 ." -.,4..1. --; I 1 , .1., ; I -1 i.-7.:. 1 i- ' ; ' • ' .-. 3ipt-1- k ' : : : : . . i • - - ••1,•; , i'r; : : . I-: . • • I •-••• ' i-I.-T. ': I ;•I-; ; I,-;-:.: -:7 j ••••• - • ' i ---1'''-'•: '. • ' :''','' ''•7it' 1 • . 'ii -•-i• !--------.-:---' • • I " • • • I . I 1 . . . . . . . , -. :1 • •! I-• t !-.1 I-i --•-•1 • .-I- L.•-,• ' . -1-1 't! ; ; , • I ; ;- -,-r•i•• ••1 ••1-i-.--: • 1' ' :-7--I•-7-7-, : ' ' ,•• • 7 • • • "- • • . • • • • ; ' • . ' - - • t:,.; i-i•',..:,1;11 ;-; ' ; : ;; I ' ' • ' '.1 1 ' „.: . , • :.; ' . ' ' t-t- ' ; 1,-;,•1 . , ; -.I.L-1-•-1.--1-1--; I 1 ' , • 1-.•-•,. r-!, . •- • - • • ' • - 1 t L-: :-1-, t ' • . ! r'i••! , ; t-:'. 1 i'-i"• !4.- ••I•-!•' • ' •-l-i '.-1,- • ' `•" .44-: '1'7 ":--t-i•i•-- -;.: 1-r.; '17. rre'Xi.s714-7-t • - : 43-i-#1-/-#2 ;-:-:-,_I,T 1;;L',...... '__ t ' ' •,' . : ` ::-; : !-I-; 'r.i.:;•; :.: ; " 1,1; 1--.'1..,-#3.1,--.17- .....\ LI.21:_r:;,.-1-.. 1.1 1,11-EiT1 • ;._!1-6,, ‘1,:ji,,,,:-r 1 • : . .: ..;• .1 . ; . .. . - 1 . . . I ' , ;I; ;.1.,•1 I[L ! ' t : ' ---,!-- -_-. 1i :, r;r.4.1 L! 1!;,..; • •'-1.-f-; •.!--i-r1; :,--: i.-1, -1-1-i-1.-1,:-; ; ;;- i• ! r! NTT-•••-1-7-li I•'r . 1-1-7t-tri-.7--;:-(:1 . : • .: :• •1-: :, • - - - 1 .. ',. co• - ,i : ! 1.I..! , t -_____ , ..........,-,..c_L_.:7 1 • ,__. ..: •-,---; • 1-1-1-71-177-1-. '7 ..7-r-r- /2.5-/- , 7-1- ,i1 0.., - , : . -t -•-•-•-•', ' I --i-7--;;=:--1; '; ; ' :1 1 F:.- • . .... . - - •- - ' • ___IF_____2E_st•-/4.?47rei•- ; !-:•, ' •-• , ' ...t.:.' --;-•1 ; •-I •• '' 1-• t !•-tt•-r-I-F-1-1 i-i-;-1.; -•7; . "I-:-I•1"t'itt•t-t-I, I •Hi83,/2_5._rf-,--;-;-:1:7 . ; ..1-1-h-I_____,-') 1-,_, I •; ;- 1,-, : I,_.. i. i...1 I:,., ...: ,-,-I ,I--; , • ,. ' • , t . ;)-,.‘„,..! ; I , , ;-i 7- :••:•-r-: . -T-;-: 1.-r-i-1 ...•, ; , , --!_ytrps•1-; r- 1 ; ' , y, ' • • • ' . . -I • ' 1 - •-4 -,-.',. •At • • -' - ; ! •_..; ' ;. -- ___._,_ ---, • ' ' ' , ; • ' ' I . ,....: - ' t ; , .. , t._;.; ;.1..\,: ; :,., ; ;.,....; • ;.,.I.,:'-. :L.L.L.: '. , 7.1...! ---, '---;.-1-i-t-i-:-• ; •--! 1 .-L-L---;-;,-, • ; ‘ •' I - : •. '1'57-121 . : . .. ', ' i.-1•1•i 1 •-• . i : • •,.I...I.• ; :4-1-1 i i ••1 .1 i•" i•' ' •• • • : I .•• l•• ' i • • 1 • Ir-L••! Hi i I-•-•I 1 • hi It ••' • 11•••-,1.,1 •1 •-• ! i 1:i-I 1 11-'.:-C-;. 1375..(..'- i ' !_!..1.;LE:.'...1 . . . I ' i " : -• . .1 • • -: " I " „ I - -- • - - . ,i • i • . -. • - ' . ; ; 1.4 iii..01-„ t t ;--, , , ; i ! , , , • -• , 1-,-;•1 i\-......1., .-t I ,--L•tbil, -I I, t t ' , 1_, t I t . „I' I ..),_:‘";-_,I . , I. _1--r. ; . , . , ,_.. • I .i- FF.:, , •,, , ,___,,,- , . . :1 . • . -FT: ,I..r.i.7\;_•,_, 1 •.., ; 1 . rro as • l_.. : -,-t..s.: i ,..i : IL.: ..:.1 :::_!7.--...„:. ..,;-_!..._:.:_,_,.....•__.....]. : , . , . . , . , ii...;.:'-; ' i.:;.• • 7, ',. •...• /j, .--;..- ,' . :.-I-1•17, ;::1 '.. ;g115.11', --I: ri...... r--,..-.,, ! !E---- ,;.,..1:+-ri-,..E.1 F•17...rf'N,-1-;;.!..:; I ;.1.'1_; . . , . , , 1 , , . . . i •• . I ;- 15--psip Itsp fili - . • i,t„.5--(. ., :-; rr. H ; ; : : • ! • H ; r° :,; '-`-11#2.;_•;--; Hi---1-1-t-I-11 ; ; ;• l• -;-,X,T.:-.W•3'; ; I ; I , T. 1. ;-1 ;-1:, , • i..; • • • ; ; I "; ' • , fo_.e, • I .. ' Gs'r ,•-'i(II . : t• : • ; , . . , ; ; . . . . ; )-- : 'I"; ! I ' • • ' I•• : ri '' ( ' •,* , I "-, t.1. : • ,-. ., -,.-r . . !-, ••• --. -,,' ... _____,•,i.__1-.;,-.; ._._ - ,___ _-_, . ; • ; -,, ,,,; • . . •- • i " I : ' . • -1 ;-± ' ''-[•;. . i--i : • ill -FT, -I-I--, ' i. 1'I•I id- I-I•I 'I 71 ! 11- .:1; :-1 :1! 1.1 ; E..1;;;I:.-.1717. -...11.1;-.111..:-.111;:_-.i•-;.1:1-_;1-_•4_--_.i-,..1 : : 1 .: . 1 ..: • : .' • ; • • L, 1 : .•4-- •,•±.. 1 :, ,..,, H.-, :, 1 ! *i. i 1 ,-:.1. r•• L . -[.i-I-1-1.;•.- n, •;--. 1..,T1 ';.-1.1- ii , ,f' • ; : ; ' !- I. ;Jr.. L.; r,4 i; i t_ i ; r_Er._;-1 ; i I - , I :-; , - - • - ; NI , - : I , - • , - .._i..s,?(Jo, - : '7._. ! . • ! ! , : ' ,,--,-,-. ; ; .-4--.,----- , ; , '. ;LH-, . 7-47:4. . ' ; . --;-,÷, -i , : ' ,--,,---. , : . , , , . , : , , .- • ----- II I , • "-I-i;i Ii-I'' ...--7': ;-.-:--1-•• " - I 1 ' •: : ' • 1-• • . . . . • ••‘: l•i•.: • T: . 1 •: : I ' • • I 71 i: i•r. ! II 1-.1.-• [••:11 ....TT J.:[-.. i..i. ::To.i-.. ,..: ; 1 1..,......; ..,.. ..., „.....,.,: . , ! •••, • I • • • . , ; i ., ; : . , ,.. ..: . : i .1 !.: ,H. , !.;.... ,.,...ii. 0.... ! ; 1,_: ; :.: ;.., ..,.1., , I ,, •. _I , ,..,.. : h: 4-, ,;.,,-,-- • I .,- •-•, :-i-, 1-,!-i--; : • • . • • • - • - . .. . . • ,,-i t 0, r ,. • : • , ; : 1 ,.., . . I , ..!. .1_,._.; LI._ .. 1 .:_; . ,. .•,•; 1 r -, , 1 1 i 1 : , : 1 -1 ,•, 1.--1- • •-•, : ! ,-.-,- i-r-H • --•--; , 1 - • • • 1 • . 1 7 7. ..7 .i ; i : . . 1 .I , . .I. • ; I. ; : : : ' ' : I LI- . 1 I.i. II I :... I ;.1..4.; ; : .. .1.I....; H ; H . , ! ,H . .I i I .i--,. ; - , ;-H-,-; ; ;.I. 1 . • • • I I ' • • • : ;1 • • : . 1.1 ; L !..L.' 1. .L..; ; H..- • - - I ;-.-!!;!•.1. .;.-;-'-r-i ; , L-T •-I-I-1-I-i--1 1 • '. i , . • , , • ' ' . I ' . I : • 1 • • I I: I I, ! ,. .' . I : : , _', : I I : . , , !•: /.-j.I.. LI.j 1....I.1 .. .. , I__•_.: :.[..t. !;......I.I._, 1:_. , ! .I..-1 •;---.1.;•r-• , i I/ I • ,-- ' " , -, ; • . • •-' t • - ' ' I • , • 1 1, l•: " I ' • " i ; • - 1 ' ' ;-. '•; , L I-• LL ri•; I I i-I : ' i H; .. i I .111-11- II :; : ; ; I .L r 1,1.: 1 -1- 1;i 1-17 I'1 I-7 ri-T•1..--.7I•I • : • I • I -I • , • 1 -, • . , 1 . . ' • • : I I.- I I 7, I., " . • : I , lir I . i„ ;' ,. ! . . . t . .., . ! ...!.• ; L • 1-1-1 i I ! r-•.• •••• ; •-' I . . . - ' ;4; 1 ; ; , ;-!••••1 ; -:-;•-•;-, ,-;'; r; :" • • ' 1 -j_:- • , l•-,-;--71--1- 8_. , : .• . . : • ••:.• • , - 1 ; •'- Hi-77-7 1 ,!- -.1 t "--1 , ; 1 --1-1 HIT; ' 1 11-i-i _IL;••!,--1 7- -1 ': i--1.-!-; ; 1---T-1--i-: ti_r• ', I- -'-. : - • - • - • - : ._ : • ' . - : - --- • . , i - •- - ' I • i - ; , - • l'. ..'- , iii-,• • :, ,, '* : ; • • ,, , , :••• , -i- i H-1,1i-,, : ji *I.H ,•11-11-1.I_•11'F. •: • .T•11."L_ 1 ! , ' ' : ' • : : I' , • • • • - - - • -. - • •I : '• ••• - • ' ;• V;-!. -.! ' • ' ; ! ' • - ' • ' I.I : ; I II I I I; I I : I Il IT 1:; I-I 1.I.TII. I 1..I..I.I.W : ..; ...] .1.1.4 ,' 1.!..!.. . ;..1_,_' L!ILL' : : • . : ..11 . :1 . . . _- ,' . ..-'.. " ; 1 . . 1 : . ..I _.; , . ' . ' . . . _ ..; I i I. ' ; ' '::: 1 1•' :; ' ; • : - ; ! Li 1 i r' ;1 11. 1 1 ' t : !.L! I 11,, , ;.; 1 .1 ; . ! ._I.:..I ! i ' 1_ 1.1..H....I I.]: . ,_-1-12--L-1-:- . . . . .:.',.. -1 ..- .-. . 1 • ,. .....:- ; , .. ; -. i 1 , .---...t.: !. .., : - : ' : ' ,.• --: ; 1 ..,-i 7 ---- , - ' 1 . ' ; i•r; I ' ' ' ' ' ' 1 ! 1 '•••; . " 1.1.. 1.i _ ; 4.1- J. i-L-1. ; , ' 1- -LI-, I •-• :-• ! 1-1 ! : •-1-FT-r• -I-- -.1-!--L-i ly- '7'•:'1.4-1 ;Jr• • •I • •7• ' • .• ; • • ' ' ' - 1 ' -•-• -. ; ; . 1 I ' ' • ; ;•:.r,- '-'--- •1-7 - • -' . • -1--- :-7-1- --- ii ' 1 ,. . ..,., 1 :.:. .i I .r.. I i ,-. -14- .4.-1-1-111-fri , ti-,-!, -,-1--:-7-7- ; ! --- ; H-• !--;-•-• : • • . ' i • :-‘ , • •-; - If . "-• ; : ' -1 ,-7,--- :-:- - - ,L ' : --; •.--: 'I--1- 1 ! I , 1 .' , I Ilt,i , ; • • !. , , , : : •;,I-I-I Ii11 , 1 , 1 II1 , iI . I1 ITIflitIII : Iirri II--Hill-III-I: Frit-L.1:Ln- I - ' • IIii -I.• • • . ... . . '. : :.. . 1 . . !, ; : : I.. i.I, I;I, . .1;1: '.'•••:1'11-11' 1'• 1 I ' I ; : ; • i • • ; ! ; 1 II 1.1 ;•; 1 ri-f 1-I i L.!' t :•!-- ; r• '1'' ; i'! t • c ' _; 1 11 r 1-1.111_1:11.1i1.1..___L___._.4_1• r ' ' • ' ' .-' --:- "-1 '. • --••--1.-7--ry, ---7--'-'"j• : . ;-;-77----Ei.---:.,.1-77711-1-7 • L.; L t . 4.; I 1- ; ' L..i--, •.:---,-, . . , : . ' . . -1-7 .7------•-.7--;17--'-'-, • i i-I-Ill i.I. I. I_i.,., ' , I.. i,I.1 I , I. I !.i. .1 lI I ' I....I 1.. ' I 1.1 ; I I . , _!.; '.... I ; 1_1,.; if I.., " ;..1,.L.:.;.;_f_, [ i , ,... .., I L_ • t ! . . , , . ' _-__ - _.! 1..1..1 ; ' • ;•-; 1 i. ' ,-, -.--1-! -1- 1 1 , I , •;' ,-i • , - I . '; . • - • •1-,-L.;-1 i•.;_f,,!.. 7-;„L[,i•-,...„-! 1 I:_,I,J ,• :y ,•. ! _,,,„ , , !,.; , , , .;._ ..ii , r.., ; , , ..i.1 1.1 : t_. 1.1.1._",.:-,..I.i - ..' .• ;i i . [• . • I • r • ; I • -.-77-7-r.-, t- -,--171- r 1:-.-I••.•-i- •:-..-__-_-. , . . 1•;.:, f,I 1 1! r;-• I : i • I 1-;-•;-1, ; I ' 1-; .1; ii I 1 1- I ;-:,'"4'1 : 7 I i •L-1-I ill JI ' : 11' ' r H-1 1.-1.--ri r!--i-'"-1 1-- ; r-i i 1.1 ' r '•- , , ,-.m,',- 1--4 i • •,-.• • . --; • - : -il .-'- ;--- ;-: -i-,----:-,--•.,--:- - ..:1-,-,77-1 -1- 1.--!-r- •-•- . 11!•!1•1'i'""i ' ' Li-i : t' '1-1 1•r1•1 1 kr; 1 1:1-7 ; I•I:' f 1 ''•.•1•111••:•1•1 1-•-1 t-t-r t ' i ' . • ' r.. ra C'ET1-1-LiTr -1-1-_-Frri-r-'-; •I. I • I IIII' I I I-;! ' I ; : • I .1 I.' -.._: -: : -I.• I • - I ' I ' I i-I•I • I I I ' i•I • ' ' - -III I ''Il ' ICI i-IiI-I.II.I I ! I-... -1..!-I.I I•ii:-.1.r 11-...riTi Li-.,.; •1-1.r_r- .1-u_1-111. '111-.11-!"Li.i-.: '....."l•;.11:1-E_;_471 !.11,11f .1,.._11.44-.:F..117..-.1. ,.1 : : !-; 1 1 ' 17. ;.! 11' • ' • r ,••' '-• . ' t 1 L I i ' t ! ' i t ,. ' ... •_!..1 ,• - - I -.1.2.;.....i :„:„ .1_4_ •[I Ft-1-! i - 1 ! : i ' ! : •-1 1-1 F.;.T. !-!--1-1, .! I-1 1 Hi 1 ',. -; ri-1-,-i ! i--I , 1 , 1-i, i ; ,I • 1 „-:•-: i 5 F-. i i ! ; i i . i-i• ', ----,:---! , ,-; , ' ': :-,. -LI, : ! :.-:, : ---• ,, - •-: • • •- j_. : i ,. :- :•:- - ,: -!4 . •._ .--i... : -,. : ', : . 1 -2, , --,-- . , . ,-• ......0 ,s-ro icco I -,6•0 c•co ..z.,2-„, . 3e-co 3sco ci000 ;s090 6c0,) -7.cco 8C00 e f oco 10Icco II ece Flow C9 f irD . •• .. . • .. • - . . - • • . . . . . . • • . . . . •. . • . .. • . .• • • • .• . . . • • _ . . .•• . .. . . ,.'• - • . • . - • . .. • . • •• • . •' • . . . , . . • . • . • ' • . • - • . . • • . ..• . . . . • • - . - . •. .. . . .. • • . - - . . • • . . .• .. . • • •...• .• ..• . .. . . . . • ,..1,:;•.•:".'":••••-:•.'••.:::',...:•t:".••••••:- • "...:.-•..:.••••,•.. . •'". :.•; ..•:_.'..:.::,••''.:. ; • . ... .:•'.....:. • '•' ... .•.; • • . ' •..::': ;":"'::•,....•:..---••':.... : •:.•.:,•:-••.. •:.: •r. -,•• -,..'.,..2'...' :. Y.:••...-i'•;-•...,.."..,:'!: '• L • ,••..i.•.:••••:••:;i:...:••:,:•.•-•:.-,,:::••-•;''':....'••:',• i•,,,.:::,,,•,..•...1."-• •!f.:•:!;,:••5,-;•.!i:-.-i--•••:.;1.3'.,-. 1:•;.-4..:•.::-,.:- •• ••'---''-••••• ...":..•••:•••,'".:•:::',...''..•••.•:.::: .'...':F.''.....;'•'.•••.•....•.•;?.•.•:..:'•••:•;...;.f:.;.:•':-.•••','':.'-''••••••;:';-::•':;•••:••;,..i.;•-?-.:"•....:.",'•."'• "':..-.'•:'.i r•,''';.;•.''f i:.!!••••••::.:.1'.; -',.•-•••••,...•''••••::•:-.i.-.•:-.:•.*: --'.....•••:;.•i''.';'':'..'7•••••.:‘.•'.."••::-.;.1-1.:'"::7.;'-'.•J• .-i:•-:';•";•:•.•;;"•;,:••:-.-;:•'''.-!•••••,1•!:••••::::::•-..."-•:-•:!--1,:-'1-75:7;..::;:::.".-5:••,,,"-: -;;: •:::::'.;!!'"'!:-j-i•-i" :11.1i- :'-.::;"•:t ,•:-„i.--.,•;w._••.•.:4:tfq:,;:-!•7:::. •,:::•":",::::;,;;E:.'?.:•Ltii,,;:,:••,?;,•:::",....,;:,.:.',;.,-..1.ti....t.,,L.:,.--;-•:..•;:::,4.::.',........:•,:.........,•::..:.,."4:::::,:,,•::-...::::•;.:::::::::.:,....:4! ,,,,::;,:,'..:.:.:::.:.:::.::::;:.::•.•.;,-...•,,..•.:•......."..-..-.._..-....:__..;...1.:::.;:.!.....•..•:."...,.;.,.......:.:...._,.:1..:.;::.;...!.....:;•.:.•.:.!......•...'..•..;...._,..:.:..".::::-,•-..:....:.::_..; .,-;.•: "..:.:_:4:::,.-.;...:".i:.:.a...,•:-.."- i;-;.::•;•..,=:::!,":4...-....:-.--:-;•;.1..,::.--.:-.-,;,-,.:.--"-"i.:---..•::;-1".1.,!;:..:1. ..-::14",";j:<,-;.t.,::::;,.:".,.,;:,=,g4,-::',F7.,.;,..&•:;;,;,•?,-..,;„'1,7•:;:-.1:f.,14.;,..-tr- • City of Ocoee Forest Oaks and South WTP High Service Pumps and Controls Completion Schedule 8-16-96 Complete design and submit drawings and specs to FDEP 8-16-96 Submit drawings and specs to Wharton Smith to obtain change order cost 9-16-96 Receive FDEP review comments 9-16-96 Complete change order cost negotiations with Wharton Smith. Wharton r Smith initiates preparation of shop drawings for high service pumps and Consolidated Electric controls. 9-19-96 Submit response to FDEP 10-1-96 City Council approves Wharton Smith change order for high service pumps and controls 10-1-96 PEC receives high service pump shop drawings 10-4-96 PEC returns high service pump shop drawings 10-16-96 PEC receives control system shop drawings 10-23-96 PEC returns control system shop drawings 11-29-96 High service pumps delivered to WTP's 12-10-96 Controls delivered to WTP's 1-17-97 High service pump and control system installation completed Contract Substantial Completion 1-4-97, Contract Final Completion 2-3-96 G:1...1PR0961P-6112.LTR AMENDMENT NO. 1 TO ADDENDUM NO. 96-4 TQ AGREEMENT FOR CONSULTING ENGINEERING SERVICES FOREST OAKS/SOUTH WATER PLANT IMPROVEMENTS AND WHITE ROAD IMPROVEMENTS This Amendment No. 1 to Addendum No. 96-4 hereinafter called the Addendum, as of this day of , 1996, shall constitute an Addendum to the Agreement for Consulting Engineering Services between the City of Ocoee, Florida (the CITY) and Professional Engineering Consultants, Inc., 200 East Robinson Street, Suite 1560, Lake Eola Centre, Orlando, Florida (the CONSULTANT), dated the 21st day of August, 1984, hereinafter referred to as the AGREEMENT. WHEREAS, the CITY and CONSULTANT entered into an AGREEMENT whereby the CITY retained the CONSULTANT to provide professional engineering services as required from time to time, and WHEREAS the CONSULTANT will perform consulting engineering services for the CITY as herein defined. NOW THEREFORE, in consideration of the mutual covenants and promises hereinafter set forth on the part of both parties to be kept and performed, the parties do mutually agree as follows: Section 1 - Services of the Consultant 1.1 The CONSULTANT shall perform the Engineering services as outlined in the attached proposal P-6112, dated August 9, 1996 relative to the provision of consulting services to the CITY. Section 2 - Compensation 2.1 Compensation by CITY for engineering services for the construction phase services for Forest Oaks/South Water Plant Improvements and the White Road G:\...\96-4.ADM -1- OE-238/3-2.3(08/09/96) Improvements are provided under this Addendum shall be computed under Paragraph 6.1.2.3 of the Agreement, utilizing the Payroll Cost Times a Factor Method of Compensation with the compensation for the Forest Oaks/South Water Plant Improvements and the White Road Improvements authorization not-to- exceed $27,369.00 as outlined in the attached proposal, without further authorization from the CITY. • Section 3 - Time of Completion 3.1 The CONSULTANT shall provide the services within a 180 day period from the notice to proceed as outlined in the attached proposal. IN WITNESS WHEREOF, the parties have executed this Amendment No. 1 to Addendum No. 96-4 the day the year hereinabove set forth. CITY CONSULTANT CITY OF OCOEE PROFESSIONAL ENGINEERING CONSULTANTS, INC. BY: B • Mayor ATTEST: ATTEST: 4/044(.4 a, '/V ,L G:\...\96-4.ADM -2- 0E-238/3-2.3(08/09/96) ATTACHMENT A MANHOUR ESTIMATES FOR CITY OF OCOEE FOREST OAKS AND SOUTH WTP HIGH SERVICE PUMPS P-6112 Task Labor Classification/Hours., No._ Task Description/Scope of Services` PM Sr. E. Engr. Tech. CADD Clerk Total A. DESIGN 1. Obtain and review existing high service pump(HSP)curves. 1 4 4 0 0 0 9 1 2: Obtain and review existing water treatment plant finished water flow for the most recent 0 4 4 0 0 0 8 12 months to determine average daily flow and maximum daily flow. 3. Review Water System Master Plan and select high service pumps to ensure the pumps 2 8 4 0 0 2 16 will be compatible with existing and future estimated flows. 4. Prepare Cybemet computer model of the Forest Oaks HSP's to evaluate existing high 2 8 20 0 0 4 34 service pump piping. .SUBTOTAL TASK A-_DESIGN .5 24 • 32 . 0 0 6 67 B. CONTRACT DOCUMENT PREPARATION 1. Prepare Contract Drawings(24"X 36"mylar)using CADD technology.Estimate Two(2) 4 16 32 24 32 8 116 mechanical drawings will be required,in addition to modifying the existing yard piping drawings to add 24-inch diameter finished water piping and a new flow meter. 2.'Prepare technical specifications for the high service pumps and flow meter. 1 4 8 0 0 4 17 3. Prepare final construction cost estimate prior to submitting drawings and specifications to 1 2 4 0 0 2 9 Wharton Smith. 4. Prepare FDEP design memorandum. 1 6 4 0 0 4 15 5. Prepare FDEP construction permit application and submit,including response to review 1 2 4 0 ' 0 2 9 comments. 6. Review change order proposal from Wharton Smith for new high service pumps and 1 2 4 0 0 2 9 controls. SUBTOTAL TASK B-.CONTRACT DOCUMENT PREPARATION 9 32 56 24 32 22 175 C. 1 BIDDING PHASE(REQ'D.IF WHARTON SMITH CHANGE ORDER NOT APPROVED) 1. Prepare front end bidding documents,cover sheet,location map,general notes,sheet 1 6 16 6 6 8 43 index,legend,abbreviations,symbols and standard detail drawings. 2. Upon bid advertisement by the City,PEC will mail or deliver plans and specifications to 0 2 2 0 0 9 13 Contractors who appropriately respond to the advertisement for bids.(PEC to charge for and keep monies obtained from bidders for sets of bidding documents.) 3. Prepare and mail by certified mail clarification and addenda,as approved by the City,to 0 2 2 0 0 5 9 all holders of bidding documents. 4. Review and tabulate bids and make recommendation of award.(City will supply one copy 1 2 5 0 0 4 12 of all bid proposals received.) 5. Conform contract documents,coordinate execution of contract. 1 5 2 4 0 5 17 SUBTOTAL TASK C-BIDDING PHASE ... .,: 3 r 17 . 27 . 10 6 . 31 . 94 D. PROVIDE CHANGE ORDER CONSTRUCTION ADMINISTRATION SERVICES (Assume Change Order Completion By 2-4-96) 1. Review and approve shop drawings 1 6 8 0 0 6 21 2. Review field questions and interpret contract documents. 1 4 4 0 0 4 13 3. Attend and assist start-up of high service pumps and controls. 1 8 8 0 0 4 21 4. Provide mylar reproducible set of record drawings based upon field data provided by the 1 2 4 4 0 2 13 Contractor. Drawings will be CADD generated and a copy of the disks will be provided. SUBTOTAL TASK D-CONSTRUCTION ADMINISTRATION SERVICES 4 _ 20 24 _ 4 0 16 68 - TOTAL ESTIMATED MANHOURS . 21 93 139 38 38 75 404 GA...P-6112 C Cnl\A n oonl0l VDonAG 111111 A/OR\ ATTACHMENT B COST ESTIMATE FOR CITY OF OCOEE FOREST OAKS AND SOUTH WTP HIGH SERVICE PUMPS P-6112 LABOR MULTIPLIER 2.92 -a- - " • `. q SALARY M" , ' „- .3 ^,E l ,t- F DIRECTRe „ MULTIPLIED: .M= COST '�, = 3-TASK At TASK B 'TASK C TASK D ?s-1'`' ,ti TOTAL" SALARY 4"� LABOR ..��'zti_v:�... s�' 'r u 7 rt� .3 �• r �. h � ..: q. ,ter . LABOR CLASS W x RATE _ a.. ���'� ti ',;.t !A. ;�'"x� ,. t_ �'_ :. HOURS 3. NttCOST:,_.,` ..;�'' - OST ._i Project Mgr. $33.50 5 49 3 4 21 $704 $2,054 __ Senior Engineer $24.00 24 32 17 20 93 $2,232 $6,517 -4Engineer $14.00 32 56 27 24 139 $1,946 $5,682 CAD Technician $16.25 0 24 10 4 38 $618 $1,803 a CAD Drafter $12.00 0 32 6 0 38 $456 ' $1,332 &Clerk $12.00 6 22 31 16 _ 75 $900 r $2,628 _&SUBTOTAL LABOR HOURS 67 175 94 68 _LISUBTOTAL DIR. LABOR DOLLARS $1,264 $2,892 $1,493 $1,207 404 $6,855 -ISUBTOTAL MULT.LABOR DOLLARS $3,689 $8,443 $4,360 $3,524 $20,017 &OTHER DIRECT COST DETAIL _ti.'-`; n :_. .._- . ..-.r... . ,, , . .. _a.EXTERNAL ASSOC.COST ALLOWANCE r` _;2.._: _ .. -.; L_.: .... ,... :. �;._ F , ACTUAL =EXTERNAL`ASSOCIATE .i -- ' : _ . .EA COST. _EMI Consulting Specialties, Inc. $2,114 ' $148 $574 $2,836 .liSoutheast Structural Engineers,Inc. $1,230 $110 $1,340 ✓SUBTOTAL EA DOLLARS $0 $3,344 $148 $684 $4,176 &OTHER DIRECT.COSTS_ x x .iiITEM DESCRIPTION? .._,::;;. :,=j. s:;:.: -;,:- - a ODC ,... Reproduction/Printing $10 $20 $20 $20 $70 :Computer Support/Plotting $50 $75 $50 $75 • $250 iTelephone(Long Distance) $5 $10 $20 $20 $55 &Mileage $10 $10 $10 $20 $50 &Postage $5 $10 $20 $20 $55 :FDEP Permit Application Fees •$7,000 $7,000 Fax $15 $15 $30 $30 $90 3SUBTOTAL ODC DOLLARS $95 $7,140 $150 $185 $7,570 :i TOTAL LABOR COSTAND OTHER DIRECT COSTS-_= _ ..._ ---_ -, :__ _ _, :TOTAL COSTS $3,784 $18,927 $4,658 $4,393 $31,763 =:ENVIOPROIBLKPROAB(03/14/961 l 11.77b 4'1:J i qJ i Zi.77U l 4ti tfi t L,i.Asi:UL i hill r'Fillt C1L . 6 74G114 C EMI Consulting Specialties, Inc. I Fey Estimate 2238 Westbourne Drive Oviedo,Fl 32765 DATE ESTIMATE ... 7131/96 72 J NAME/ADDRESS PROJECT Professional Engineering Consultants,Inc Ocoee High Service for Fo.., 200 E.Robinson Street Suite 1560 Orlando,FL 32801 • CATAGORY DESCRIPTION r HRS RATE ! TOTAL , TASK I Design :Clerical General clerical,filing,invoicing,coorespondence,etc. 8 18.00 144.00 Site Visit Confirm space for equipment 3 65.00 195.00 Engineering Power system design for replacing two(2)HSP and 4 65.00 260.00 1 adding one(1)at Forest Oaks I Engineering Power system design for adding one(1)HSP at South 3 65.00 195.00 i WTP - Engineering Connol system design for the replacement of the 6 65.00 390.00 controls at Forest Oaks WTP - I Engineering I Control system design for the controller replacement at 2 65.00 130.00 South WIT Design(CADD) I Design,drafting(CADD),plotting and coordination 18 40.00 720.00 .Cost Estimate I Prepare cost for EMI design 2 40.00 80,00 2,114.00 TASK II Bidding Clerical General clerical,filing,invoicing,coorespondence,etc. 1 18.00 18.00 Engineering I Review bids and answer questions 2 65.00 130.00 143.00 I j TASK III Construction Clerical General clerical,filing,invoicing,coorespondence,etc. 3 13.00 54.00 Shop Drawing I Review and process shop drawings 8 65.00 520.00 574.00 I I TOTAL 52,836.00 I 5 - 9S fION 9 : S 2 SOUTHEAST STRUCTURAL_ P o ® 1 ... 13-T-iiictotarr SOUTHEAST STRUCTURAL LNGINEERS, INC. Consulting Engineers 1605E East Harwood Street Orlando, Florida 32603 R `+ r D (407) 898.3353 AUG 051996 P.E.C. 1sc. DREAM August 5, 1996 WORK COPY I Y I-N • ORIGINATOR I Mr. Mark Maederer, P.E. ONE COPY&ROUTE TO. Professional Engineering Consultants, Inc. 200 East Robinson St., Suite 1560 Orlando, FL. 32801 FILE ORIG. TO Re: Proposal for Engineering Services - City of Ocoee Dear Mr. Maederer: Southeast Structural Engineers, Inc. is pleased to present this proposal for engineering services. The scope of our work is outlined below: Dec-cription cf Service Provide one predesign site visit, one sheet of structural design and the review of the concrete mix and rebar submittals. The requested services are for the addition of miscellaneous concrete pads to support new pumps at two sites. -- Fee Compensation The compensation for our service will be billed monthly as the work progresses or upon its completion and will be a lump sum amount of$1,340.00. Southeast Structural Engineers appreciates this opportunity to provide our service. If you have any questions, please call. Sincerely, - - = Roger A. Barth, P.E. Principal To: Mr.M^r k Maederer FROM: F r tr"fV/ DATE: !�.17611 • I �, C,L ., -., ,,, ) PAGES INCLUDING v •