R98-144RESOLUTION R98-/,~
A RESOLUTION OF THE CITY COMMISSION OF THE CITY
OF BOYNTON BEACH, FLORIDA, AUTHORIZING AND
DIRECTING THE MAYOR AND CITY CLERK TO EXECUTE
AN AGREEMENT BETWEEN THE CITY OF BOYNTON
BEACH AND PALM BEACH COUNTY PROVIDING FOR
JOINT PARTICIPATION AND PROJECT FUNDING IN
CONSTRUCTION OF CONGRESS AVENUE FROM MINER
ROAD TO HYPOLUXO ROAD (COUNTY PRO]ECl
#95505); AND PROVIDING AN EFFECTIVE DATE.
WHEREAS, the City of Boynton Beach (CITY) and Palm Beach
County, Florida, (COUNTY) are desirous of entering into an Agreement for
the joint participation and project funding in construction of Congress
Avenue from Miner Road to Hypoluxo Road (County Project #95505); and
NOW~ THEREFORE, BE IT RESOLVED BY THE CITY
COMMISSION OF THE CITY OF BOYNTON BEACHi FLORIDA,
THAT:
Section 1.
This Commission does hereby authorize and. direct the
Mayor and City Clerk to execute an Agreement between Palm Beach
County and the City of Boynton Beach, which Agreement is attached
hereto as Exhibit "A".
Section 2 That this Resolution shall become effective
immediately upon passage.
PASSED AND ADOPTED this day of September, 1998.
CITY OF BOYNTON BEACH, FLORIDA
Ma r
Vice ■ ay.
Mayor Pro Tem
A I -
ommissioner "
I ALUU Commissioner
ATTEST:
C i Clerk
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CITY OF 1:> OYNTON &EACH
OFFICE OF THE DIRECTOR OF UTILITIES
5469 W. !i o ii each 1 1,ivd.
i o y nion Beach, FL 33437
561- 375 -6452
FAX 561 -731 -0065
LETTER OF TRANSMITTAL
Date: id 3 /C d'
TO: Cei. f �t�
U-1 (4)A, M • G t y < / 7 4 re / S. 7s; co
TRANSMITTED HEREWITH ARE THE FOLLOWING TI EMS:
Pages Description
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Co to Peter Mazzella (a,14
py Signature
File Peter V. Mazzella
IP Co EIVE
a � \ November 9, 1998 OV 1 3 1998
City of Boynton Beach Utilities Department goy 4TON BEACH
• 4.40R1.91} 5469 West Boynton Beach Boulevard UTILITIES
Boynton Beach, FL 33437
ATTN: Mr. John A. Guidry, Director of Utilities
Department of Engineering
and Public Works RE: Congress Avenue/ Miner Road to Hypoluxo Road
PO Box 21229 Roadway Improvements - Relocation of Streetlight Facilities
West Palm Beach, FL 33416 -1229 PALM BEACH COUNTY PROJECT #95505
(561) 684 -4000 Dear Mr. Guidry:
http / /www co palm -beach fl us
This letter serves to notify the City of Boynton Beach(City) concerning the
required relocation of streetlight facilities as necessary for the Congress
• Avenue roadway widening project.
Florida Power & Light(FPL) has provided Palm Beach County a copy of an
Palm Beach County existing street light agreement between FPL and the City. However, as noted
Board of County in the attached Municipal Street Light Agreement executed by the City on
Commissioners February 6, 1950 with FPL, it is the City's responsibility to pay FPL for the
Burt Aaronson, Chairman relocation of same to allow the roadway widening.
Maude Ford Lee, Vice Chair Please note that the Board 3f County Commissioners awarded the Congress
Avenue roadway widening project to Hardrives of Delray, Inc. on September
Karen T Marcus
15, 1998. Construction is expected to commence on January 4, 1 999. Your
Carol A Roberts cooperation with Palm Beach County in expediting the relocation with FPI
Warren I-1 Newell to meet this schedule is needed and much appreciated.
Mary McCarty Should you have any questions or require additional information, please
contact me at (561) 684 -4125 or by facsimile machine at (561) 684 -4123.
Ken L Foster
Sincerely,
County Administrator ' •41/ At/. .�.
Carl L. Hussey, P ' .
Robert Weisman, PE Utility Coordinator
Roadway Production Division
CLH:jd / Attachment- Municipal Street Lighting Agreement
cc: Omelio A. Fernandez, P.E., Director/ Engineering & Public Works
Tanya N. McConnell, P.E., Program Manager/ Roadway Production
Steven B. Carrier, P.E., Special Projects Mgr./ Roadway Production
L. Morton Rose, P.E., Project Engineer/ Roadway Production Div.
Marlene R. Everitt, Assistant County Attorney
Pete Mazzella, Assistant to the Director of Utilities- Boynton Beach
Vincent L. Nocera, Relocation Coordinator, FPL
'An Equal Opportunity H \ROADWAY \CARLH \ROADPROJ 95 \95505 -BB LTS doc
Affirmative Action Employer"
printed on recycled paper
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MUNICIPAL STRUT L1CUTIMC AGREEMEQ
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THIS AO T matte this _ d•y Qf L
- ir q the City of t1 QIIML t Flori
•. a Mumciptl Coetw ration organised and existing user the laws or the State of Florida and itm pacts ot! l(herether ogled Co aetm
str o and
' FLORIDA POWER V LICH COMPANY, a corporation organised and misting under the law or the butt of Ptondt. In auce w rt •
t r and/or amen' (hereafter called Company)•
'• M{ae.Li ETH1
THAT for and an mnnekruton of the awn of dne Dollar (11.00) paid by each piety hatero It t otbcr, Lod of the t•t'tnonta
and agretntnu hereto act forth. the pared hereto covenant end egret tt "0.4'
G ARTICLE L
COMPANY AGIIEIS. • • .
r E Storm* 1, Is so far as reasonable diligent; wIII enable It to do q to kraals electric energy mod service: to Coionner fee the name
1Igt lag system within the corporate hefts o f Ret7yttetn noon,' Florida,
M temrdance with the terml and pro:7slatu hereof. - '
• - Seortox Z, 7o lanalt an Company s miring diets paha wixbln thirty (]0) her after rxnpt at wfiva ratite feom•Cow —: ' ; ; 1 ,
water, evidenced by a letter from contogtera City 1332 under Csnswsaaia 001744 ioI:h.. • •
•
_ forth t hat has been dun C:on wm tr► overrun body, overhead bracket ??; ,.. i. .,,.
ot ttrng suit ,tt►seDation y av borited by governing Y. Ow a won ItIIltta. tat so o'ooect' r
? - y . ,mud street lighu to Company, overhead tercet lighting orrulta. tow of WWI" installed ! }b} & ' 1 u 1 '! %�: tf "7lotetla, :x y ' ' '
A ° P ,is: ._{rea ,yt o ofd ed. any h l that in rio t evens et it s meer all be netrerasy foe C° npany to Cattle: i ts street I.�S.tint ett04ta awn �ffi ;,b,pt otela � r F
k, _,ds ddefo over brackt light ordered by Consumer, to heron pr°ridcd. Caoetuner - one* w tVSafiT. . •i piny per tht'� c; t
in exert* of ]00 fact, 0f r much extension tv fu st ree t lt thtsni elrNlu, ; fr :' .,,'"••
,r ` L ti vt
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� ti •• • tiara .- � i{ e •s�j �.,:.'{ -
flntl
tmer s "Wb•rt t: ay`• . nd/or other type of oroamtneed post or omanan • r
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mean which is no°•, o' n rve C tee bs.layts or any etlenrwn tlxttof, and to extend •• • . ,, • lima Ikhtlo� � j `� o•,-,•-•, ,
t
clrcuks to the point of cementation with Con,umte I an sr - • c. Si forming Cneaumtesa'W ite W ay � i it
mime lighting system ro e mess: et by raid - • '- er. that in - . . foe Company so meow,
err .srrri :.ght4Nr herreOII'f•y - sr to read, rereh pdet of connection. Consumer agrees to • 'Ir ". •• •
«C of taking such extension to its overhead street lighting arauite,
SetrrsV 4. To change the lueatfon of any atnct light to use ce to nassutute for my street light to ore It one location key ocher
greet LAM of the tame tyre and Mutlerehir, and of the tame Cr gtrattr rtttInS In lumens anditpow•ec en wetuge, nee in use at 1,,f1 other
r.
location, spa payment h, the COneumer r.t the cast nl such change ec nubetet.man and upon thirty (30) d ays w coulee f rom Ib C on'
ntmat andensrd by letter from Conrumrr•s_..__ .Ci wider Corumets corpontt teal, netting forth
that such chxnyc In b•atwn ar tub•titute,n of .hen light has peen duly eurhontcd by C.sssuma a cove -ming kit. -
ARTICLE II.
t:ONSUSfEt1 .1CfE11.
Sec11.4 t To purchax from Co•npasy a:I electric energy Batt service. necessary for she opsrtaoa of the street lighting 'raters
within eh* wrpurate limits o f_ __. B4L/k $,.$4 Florida ohedt u new, Cr nay hereafter be, installed.
the mmtmurx eevirestenu for which shall at all temci CQVed the_ of the present fnsullauoe at set fore, under Seaton 1 or Arndt Ill
c' latest. rlo. that of all sddetnend installedon. nad. ht• Company and /or Ctruutaer, under Article I of this Agreement t
, Srccetn : To Pay foe seF. the energy iod scr•tars f'.mishtd by Company tt the olil:t of the Company in D•l
• _ Be ch , . _ _ __._ .., p•nds, it sttnrdanee omit eh. scttadulcr srxct.ed h..te, made a part hereof and
n,rk Rate Seheduled_S:15_suld.S.t17
u z ww I To eosin n,et, Knew, -corer and mamlmn the underground tthre or overhead conductor. conntetlnt her W
•ndrar usher a{fr!' of vin • • ■ et,.l i .....1,.. ..„...1 I. . — d.. kat t Ikt rr a mast IN MOW bents
MR miens shat l Ina stir condition an to a • asaeirtforectirrt ut raid otitis' in Quiet that it may he
rtonerly served m acevrdtnce with good eltetritCorseatca,wo - n telnfirce an •e in std .sot Carayany harmless
testa any an_d_ all Iris • ••fir dame trote cihet mar be cawed to Conran' by man of the fantire on the pan o •
stew, renew and/or a-A ntun on sa aid street b spiel. in accordance .nth the provlrdons 1 - .Or ,
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IT LS KIJTIJALLY AGREED I s.
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4 514-riog 1. That the prOtelfrrtt• Argot lighting Ileum, ...kiln the corporate notes a: •
T•loardi , , Florida coneista oh .
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auppinul on bracket type fiatutee, owned by Company and '
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PUppOiltd 01 "Wkitc Way" and/or mho. tyre of °merit:AC Poet or oennt.cneef kinglet inaanYear ,pad hi Coe Ws,. sad , r
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topported
on "White %Vey" and/or other type of ornamental pool or ornamental bracket Rebate'. seined by '' •• • - ; :" :. „ . ,.
cl
4 SeCTInTe 2. That If, during the term of title Agreineettr, Compttly Rubes tf.fn w e fa the terrihnz screed bounder Kay abet
ltithona tilt aehtduk or sehedtiles apolttable so the service rendered hereunder t would have le ' tcd in I total 1141 annual bill
to cortatunte vival to to bower than Consumers II Wilt net annual bill for the lb-month period prior 10 she ethdive d444 41 sods other erred
tighting i ate echedtsle or seised old. then Companv that! DotIly Consumer in writing CT ouch Other street Wind rite adrift or sae:dui.,
Cr
and such other It•cst lighting rate edittlui.t or eifitihdes shall he intomaticallf auladitattd Co. the rat• tat! d,..we or Rh, edolcs now 1 pals of
Ir 60 Agreement, oaten Cpraigincr notilscs Clansrany in mourns motto thirty 001 days fors the teodPt of whiPutra ' 44 C.w...
i
ribieets to mich substitution. and. X there 11 no dare:ion, beginning with its firm ladling period thereafter. Coneumer shah be belled and ply
Company In accordance +ids the tern. and conditare of such subdittated Ws Khedult or righedolet,
h
s 3 That t - wed bow a; used in titer Agreement. Is meant the Ile-Alin of *recta, turnout. littYl, parka, bagel, rind
public place, other Otto polite ImAolnge
- Sgr 4 That no liabilfty to fc.rnbh t r take ser•ire shall exist at any time that either patty fa prevented from complying
with d,„ ,4, by legal proceedings. units lotkoutse fires. riots, aria of Cod or it public annoy. 0. In am or Man* bet Under
..,
the c,.oni or the party this prevented Iron con pininec, or by re of any partial, temporary or tocore ihor Iowa of Knot= lauds.
IA the erudite of Company. 0 necestoy for the corrose of Terracing or mating moat efficient all aa •ey pate of tea electrited sttnerstina .
or other ekcolcal toturrnent
, se.cnim 3. That Company shall use reasonable diligence to rininJe contintiool service during lighting boors. tad, having wed .
etasonehl d 61.41 era ha liab'e for any OuLlgt
SECrot 0 That Company may 119111 lot any lamp installed other !matt of at least equal ItturanstIng capacity and •
1 iffoorncy as improvement' In the arc nay Italie such Imp* svatlatle, but no change shag to requi-ad in the gee. style or toracky of toy
lamps setrhout Comoania or‘acnt Comtant .. "PI"r any lamp with Out of inetcnaed rating In Iowan, candle prove or wattage as a
vr.itrn rtgitrat nf Consumer. evidenced 1st a Utter f on CaMaYMer'1.- Ci Clark wider Conetinee't
corporate aril, setting forth that web noon< has been duly nothittited by COOIUMCT I itIVCITOIN body, an .41ell ease the monthly,. bm Of
b therealrt rendered shall be correr,Nand(ngly increased . )
• . / 1 " .50
illy-rape 7. That this Averment "all he Inc a term or ten (10) Years froos--...—X47 ) t9_11r
end stall extend for a furthr Penne! are Period. of 1...1 (3) years from the trininahon of the mid ten ((0) ran, or any easendon thereof,
r olden. by written matte revers by either party to the "'her riot mom than ninety (90) nor tem than thirty (10) Jaya before tie date of am-
L o. j ... 1 0 1 .0 t.. t n e rs. 41n s. t .a lesvg, voil,y cua z iogr uly.f t i gibellifftifife it. dolts 10 terminate dale Agreseamst„ te&ided, .1 ,
. .. ..,. . i I
17/0 (3f year% poor 10 the expiration of slut Apr. • of try r1fr15100 'helo I t - -
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1V /LO,+A770 1N.JJ VDA VVA V-, . , ` `_u,i Jv`V
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£aunt+ 1- That should Carman: fall it any time or from shoe so time to pay for the eiectnc'Darcy tad terrinefumithed
c 4 hereunder or othcrwd.e laic to p.eI rm any of she terms and ce.diclane of set AC•Rncnt. Company, at its epten, may .eau's M task,
►ay ■ddn(oad installations undtr Musk f of this Ag- emeent and /oe tease ta supply tkttree energy and tervlm to Consumer tete- ,
1 of • wader soul Cossetsr ht. mode gush payments or otherwd.t lolly come:ed vnth all tht tees. and sondaani of this Agreement, it
being understood tad agreed however. that such refusal a make additional Routhyont and/or dg nianuaate of Oise supplying of theme .
eft • - dowry gad urvk dull all sot be a breath of the -
Agreement by Coo .o, nor than annul any of the terms and ocarina, of this Ag»tmcnt.
Samson 9. That this Agreement ..perted.s all petvicua Agettments of representation.. Bather written or verbal, he.etafore in effete
b.twetn tu
Conau• and Company. m e' ade with room to matters contuse herein an w hen dole t ainted. p nKkstte the Agreement be-
, , ewes the pities hereto.
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it Sacnoti 20. That tble Ag»sratra anal? inure to the benefit or and lea binding upon 64 sua..
eors of Coa.umer tad the macacwo»
tad/or aaugne of Company.
r -•'' TN WITNZ3a WHERrO P. the parties hereto bare hereunto calmed tilt Instrument tt he tigntd la triplicate by their duly
eutioeited officers and (nMt olfma: teals to be baft9nto affitcd the day and re firm 'Lore wrfstae.
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, • 8712,41k. FLORIDA POWER & LIGHT COMPANY,`° ,,'e
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FLORIDA POWET: a LIt :li7' �OALP •
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L • note Schedule Nun&her S.15 .
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Eleelrie t3ervite
ICAi\IJE+Ci:hT STREET LtCti'i7NC --. OVF,R111.4D CONDUCT'ORRS
PRAl:1.1-;T FIXTURE --- COMPANY OWh ItSNIP
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y ,f 'f Ariti(:ATIm, • , ...; , ' r " 4 f t..
r t'' lur li. btbllc rf Iwddie rtrrrb. dlryy, tboraalldara and Irublie par b Ieea nde11& fllenieet- lad 1 a,Nx'• i ''
• /4 1 ZdL, fit. h rsrkrl type floture• u.o J 1•y I:u nuriny lin Inrt.lkd w eabN,a{ p�il.r e( C otepany' a di e d. ol t, I Yr rlial6'':if „- .• .i - ?1
�L� ,a{ f IIAR.t.CFZ::A OF SFRY1fEt :keirt:i:Di.r.,:;iiiiti, ,vD7 i+ -L: , « + 4 I It 1 From Cot VanTa arrin ur nulitple a1.teny.1 Gm ally■ .611'alb t p -.s .i fi , -,`
Smnre intlodri lniiallellen, ma1Me1»nte. lmp remand*, yettet and talon:? hvtn t ",� t !, r (.Mall mg der. ' 1
r II MPI' 4Tllbv fll.• c6RViG:, �' ” ,,
It r f i Shah -by or regale ono Ire not ;rrm:ned hreeundtr, ;!� 1 , ,�
, 1a :, o tt•1'f'll 111T1.1 '�i r � '' i�' • i
Limits _+t _ __
Radial W,1.., or ttneerl..ed Visit _ _ —_ 11416 et kw =11.00
' limit.% 11 too e.r t,n. rel...l t nil ---._._ - . — _--_- -,,, ._,.•". - :5116 2:311
1.iui,r ra.l••.d t nit I. _. _....- ,..__. , —. — - ._-_. {(00 511.30
6000 36.00
10000 51.00
I or Penh. r +41.1v1t.iuI, {taantirt %ad _ .. _, ......... $ 1,00
P.r :kp.srat• Pule dIouonny— 'O'no,l,,,.,.. _, __ -__ —._ —.__ 200
r ot ti r... 1'0., 11,nuu iae -- et.+I —__ ___ ___ ........... _.,.... 9.M
,1 l■ahl , illtl1
t lnr.tn.lf of the amount rYlnPtttrd III Ihr Anm hate Inrlodinl tII fallowing adjuamtenti.
.ldjnm,t„ettlae
1 ir•t.— Slim.• co pim. is I., In Mill net 1400 %erten• of Toter role. fee tents 16 bas.,. 126 et ah.oe 116, to.
"p...t;.rl,, to C..u.ses ', 1.4 p. r u iIG„n Itrii;.h tltern,al unit., of fuel. Fur tins Demote tio're skill be rtriplay-Ed
t urlshM.l es.nu. j. 4.t Ti d •n..t 1I,, lt.I ng ft-tied rt•.•aer arts !wolfing routs) so thaw, by Cazepeme'o boost,,
.4 .li 1,,e1 n-rd anr,na II. n,\ a p,.,.,.,.,11 month in t {•nrr,dnj ,utian, nwemnnretrd -it6 (.repny,
tl•ant Ir....o11••hun ■■•Ir 111, •
•
....,..„.1 - NIA, tier .pph,.,61r pn•pnrhotlalr nod of en, tar Nod .rN'!fonenta Intporetl Ly my to.rrnmrntal
a ∎d n h. r.,,.. .r ,t..,r III . (feet Januar, I. ilr!, whit), Orr o•■racnl un the Luis if muter, or rvitomerr or
Il. pro• .4 or rr,rnIIe, from 11. ■ trir rnrrlr or •.n,rr , or the onion.' of •n.rRo R•nrrele,l er pvA lured
''or •eir or .01.1
TERM or 'FRVif:rl r
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FLORIDA POWER & LIGHT COMPANY
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Rate Schedule Number S.17
•
Electr le Sortie.
•
INCANDESCENT STREET LIG/MINX — UNDERGROUND CONDUCTORS
•
ORNAMENTAL STANDARD COMPANY OWNERSIIIP
•
APPLICATION.
For lsoluing of public arteta, alien% thorottalliarto and public pot4es v Isteetimett.0100a0,,nlelirmi how 10 3
is ereamemel trereiarcl future. owned by Company. fed by undo:around ennJoetoro. , ••
. , 14 - Ae c ti ,
.„
alAILACTER OF SERVICE* •
P:•5
Frorn Cowpony' aeries or tooltiple system,. of Compats)% option. kw:4Y % • 0 ,;.; t
it. 0 Sorrier Includes tion, otatntatanet, lamp menu LI petrol and temerity Iron each kW 'NUS =mita the •
tba'f' • (*Herrin/ day 5Att • 47
.; .11mrrerioN or SERV1iXt •
I. Sito&by or Mate serviro not permitted brreunder.
5 . , ti
='• s. '
n I1IL 111
11
Lemony per 11
1000 or Ire, 814.00
2500 19.50
4460 6040
6000 11.00
10000 67.10
Monthly BM.
nn • tbe e oreputeJ at sl ,koneol Iat, 6<lading the following atilt Stannic
AdJu.t.motthi:
.1t
Etrn, o or plus .per mood, per 10%1 I ... roe of lamp riling for each 14 below me of above 111#, no.
opertisely, 1.. Coopany'e vest pee mdlu,,u aritkle thermal unit. of feel. For this purports theta &all be ontptoyed
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May 26, 2950
Mr. Charles Senior
Florida Power & Light Co.
Delray Beach, Florida
Dear Mr. Seniors .
P;A • r
" ":.‘p K Y r' This is to certify that the following .is *^ • � , yez
a true and correct copy of excerpts from minutest O ? ' r " "' 1 4 o-
a . * the Regular Heating of\the City Council of the City a•E. ?
. s� s of Boynton Beach, Florida, held at the City Hall o.
the 6th of February 1950 a° " ��
t5. , 'ri . Yi
Y � s � 4 r ; "Commissioner Shook moved and Commissioner -A• ' `� •
Hood seconded approval of the new Municipal •
Street Lighting agreement submitted by the
Florida Pover & Light Company.
Very truly yours,
1
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Seal.
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Boy 0 t BEACH
UTILITIES
IE
Department of Engineering November 20, 1998
and Public Works
PO Box 21229 Mr. Pete Mazzella, Asst. Director of Utilities
West Palm Beach, FL 33416 -1229 City of Boynton Beach
(561) 684 -4000 100 East Boynton Beach Boulevard
http / /wwwco palm -beach fl us Boynton Beach, FL 33435
RE: JOINT PROJECTPARTICIPATION /FUNDINGAGREEMENTIN THE
• CONSTRUCTION OF CONGRESS AVENUE FROM MINER ROAD
TO HYPOLUXO ROAD
PALM BEACH COUNTY PROJECT NO. 95505
Palm Beach County
Board of County
Commissioners Dear Mr. Mazzella:
Burt Aaronson, Chairman
Enclosed is an executed agreement for the above referenced project approved
Maude Ford Lee, Vice Chair by the Board of County Commissioners on November 10, 1998.
Karen T Marcus
Carol A Roberts Sincerely,
Warren H Newell � � I
Mary McCarty O� /i / /�'/
Ken L Foster 14 • melio A. Fernandez, P.E., Director
Engineering & Public Works Oper.
OAF:CL jd
OP
County Administrator
Enclosures
Robert Weisman, PE
pc: Edwin A. Jack, P.E., Deputy County Engineer
Marlene Everitt, Assistant County Attorney -w /attach.
Tanya N. McConnell, P.E., Program Manager, Roadway Production Div.
Steven B. Carrier, P.E., Special Projects Mgr., Roadway Production Div.
L. Morton Rose, P.E., Project Engineer, Roadway Production Div.
Carl Miller, Director, Construction Coordination -w /attach
Evelyn Allen, Director, Administrative Services -w /attach
Carl Hussey, P.E., Utility Coordinator, Roadway Production -w /attach.
Joseph F. Bergeron, CPA, Capital Budget Manager /OFMB
An Equal Opportunity F \ROADWAYWGRM7\95505 -bb exe doc
Affirmative Action Employer
pnnted on recycled paper
R98 18540
AGREEMENT BETWEEN PALM BEACH COUNTY, FLORIDA
AND
THE CITY OF BOYNTON BEACH
FOR JOINT PARTICIPATION AND PROJECT FUNDING IN CONSTRUCTION
OF CONGRESS AVENUE FROM MINER ROAD TO HYPOLUXO ROAD
PALM BEACH COUNTY, FLORIDA
PALM BEACH COUNTY PROJECT NO. 95505
THIS AGREEMENT, made and entered into this i 1998 day
of 1998, by and between PALM BEACH COUNTY, a political
subdivision in the State of Florida, herein referred to as "COUNTY" and the CITY OF
BOYNTON BEACH, a municipality in the State of Florida, herein referred to as the "CITY ",
WITNESSETH:
WHEREAS, COUNTY and CITY desire to jointly participate in the
construction of water distribution and /or sewage transmission systems, utility adjustments
and other improvements, hereinafter referred to as the "Work" along the right -of -way of
Congress Avenue from Miner Road to Hypoluxo Road, hereinafter referred to as the
"Project "; and
WHEREAS, Florida Statutes, Section 163.01, allows governmental units to
make the most efficient use of their powers by enabling them to cooperate with other
localities on a basis of mutual advantage; and
WHEREAS, both COUNTY and CITY declare that it is in the public interest
that the "Work" be constructed with the aforementioned PROJECT; and
NOW, THEREFORE, for and in consideration of the mutual covenants
contained herein, the Parties to this Agreement agree as follows:
1. The CITY agrees to pay directly to the COUNTY costs attributable to construction
of the "Work" along the right -of -way of the "Project" as outlined and shown in the Bid
I Documents for Palm Beach County Project #95505.
2. Said summation of costs is stated in the amount of (ONE HUNDRED
THIRTY THOUSAND SIX HUNDRED FIFTEEN DOLLARS AND NO CENTS)
($130,615.00), in accordance with the attached bid tabulation (Attachment "A ") and
;1 summary (Attachment "B ") for the specified work.
I 1
i
AGREEMENT WITH THE CITY OF BOYNTON BEACH
3. Costs shall be adjusted upon actual contract costs and completion of the project
using contract unit prices and actual constructed quantities, said quantities being
measured by the Palm Beach County Engineering and Public Works Department.
4. The CITY agrees to fund those contributions set forth in Paragraphs 1 through
3 above within thirty (30) days of receiving written notice from the COUNTY that
funding is required.
5. The COUNTY is to be responsible for administering the funds in accordance
with the Agreement.
6. The CITY is to be responsible for, and agrees to provide or cause to be
performed all inspection services during construction of the "Work" and final certification
for the aforementioned "Work" as it relates to the CITY'S work.
7. The COUNTY shall obtain CITY approval for any change orders which
increase the cost attributable to the construction of water distribution, sewage collection
and transmission systems to an amount greater than the contract amount as stated in
' Paragraph 2 of this agreement. The CITY shall be responsible for any cost caused by the
CITY's delays including but not limited to change orders attributable to the roadway
1 improvements as it relates to the CITY's work.
1
8. In the event that additional work and funding is required, the additional cost
' attributable to said construction of the "Work" as outlined in the specifications for this
project is the responsibility of the CITY. In the event of an under run attributable to said
' construction of the "Work ", as outlined in the specification, the CITY will be credited the
excess amount.
9. Without waiver of limitation as provided for in Section 768.28 (5), Florida
Statutes, and to the extent permitted by law, COUNTY agrees to indemnify and hold
harmless the CITY from and against any claims, losses, demands or causes of action of
whatsoever kind or nature that the CITY, its agents or employees, may or could sustain as
a result of or emanating out of the terms and conditions contained in this agreement that
result from the COUNTY's negligence or willful misconduct.
2
AGREEMENT WITH THE CITY OF BOYNTON BEACH
Without waiver of limitation as provided for in Section 768.28 (5), Florida
Statutes, and to the extent permitted by law, CITY agrees to indemnify and hold harmless
the COUNTY from and against any claims, losses, demands or causes of action of
whatsoever kind or nature that the COUNTY, its agents or employees, may or could
sustain as a result of or emanating out of the terms and conditions contained in this
agreement that result from the CITY's negligence or willful misconduct.
10. All provisions of this Agreement calling for the expenditure of ad valorem tax
money by either COUNTY or CITY are subject to annual budgetary funding and should
either Party involuntarily fail to fund any of their respective obligations pursuant to this
Agreement, this Agreement may be terminated.
11. Any and all notices required or permitted to be given hereunder shall be
deemed received three (3) days after same are deposited in U.S. Mail sent via certified
mail, return receipt requested.
All notice to the CITY shall be sent to:
City of Boynton Beach
100 East Boynton Beach Boulevard
Boynton Beach, FL 33435
ATTN: Mr. Pete Mazzella
Assistant Director of Utilities
All notice to the COUNTY shall be sent to:
George T. Webb, P.E., County Engineer
Engineering and Public Works Department
P.O. Box 21229
West Palm Beach, FL 33416 -1229
ATTN: Roadway Production
3
AGREEMENT WITH THE CITY OF BOYNTON BEACH
IN WITNESS WHEREOF, the Parties unto this Agreement have set
their hands and seals on the day and date first written above.
CITY OF BOYNTON BEACH PALM BEACH COUNTY, FLORIDA,
BY ITS
BOARD OF COUNTY COMMISSIONERS
BY: , B
8 1 540
ATTEST: ATTEST:
SUZANNE KRUSE, CITY CLERK DOROTHY H. WILKEN, CLERK
r
�'• `�i i t .� itt;
BY: - . — 4�i►_< _ , B ,Y p rrr � , C" '``'� , Deputy 4elerk
(DATE) y�0�,, . (DATE)
C �� u� % .1) 14T ((1-2 7 f
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APPROVED AS TO FORM AND LEGAL APPROVED AS TO FORM AND LEGAL
SUFFICIENCY: SUFFICIENCY:
BY: Ak . �..��.1►, BY: d// 4. i //1i
Y ATTO Y COUNTY ATTORNEY
H \ROADWAY\AGRMT95505 -BB AGR
4
H \ROADWAY\QPRO \BIDS \95195505BT1 WB2 14- Jul -98 09 32 AM
PROJECT NAME CONGRESS AVENUE, MINER ROAD TO HYPOLUXO ROAD
PROJECT NUMBER 95505 Hardrlves of Rosso Paving Rio Bak
Delray, Inc Corporation
AVERAGE
UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
REGULAR ROADWAY PAY ITEMS
1 MOBILIZATION 1 LS $149,000 00 $149,000 00 $82,091 50 $82,091 50 $118,000 00 $118,000 00 $116,363 833
2 MAINTENANCE OF TRAFFIC (INCLUDES PEDESTRIAN M 0 T) 1 LS $99,000 00 $99,000 00 $71,920 00 $71,920 00 $80,000 00 $80,000 00 $83,640 000
3 NPDES COMPLIANCE (SEE SPECIAL PROVISIONS) 1 LS $2,000 00 $2,000 00 $2,500 00 $2,500 00 $6,000 00 $6,000 00 $3,500 000
4 CLEARING AND GRUBBING 1 LS $81,500 00 $81,500 00 $77,500 00 $77,500 00 $96,000 00 $96,000 00 $85,000 000
5 REGULAR EXCAVATION 9556 CY $1 65 $15,767 40 $3 55 $33,923 80 $2 00 $19,112 00 $2 400
6 EMBANKMENT ( COMPACTED IN PLACE) 254 CY $2 50 $635 00 $3 55 $901 70 $3 00 $762 00 $3 017
7 TYPE C STABILIZATION (FBV 75) 19574 SY $1 45 $28,382 30 $3 00 $58,722 00 $2 50 $48,935 00 $2 317
8 LIMEROCK BASE (8") (DOUBLE COURSE) 16686 SY $6 20 $103,453 20 $7 40 $123,476 40 $7 20 $120,139 20 $6 933
9 TYPE S ASPHALTIC CONCRETE (LEVELING / OVERBUILD) 837 9 TN $39 90 $33,432 21 $38 85 $32,552 42 $40 00 $33,516 00 $39 583
10 TYPE S -1 ASPHALTIC CONCRETE (1 5 ") 16241 SY $2 80 $45,474 80 $3 15 $51,159 15 $3 10 $50,347 10 $3 017
11 TYPE S -III ASPHALT CONCRETE (1 0 ") 70288 SY $1 80 $126,518 40 $2 05 $144,090 40 $2 00 $140,576 00 $1 950
12 MISCELLANEOUS ASPHALT PAVEMENT 38 3 TN $100 00 $3,830 00 $70 05 $2,682 91 $75 00 $2,872 50 $81 683
13 MILLING EXISTING ASPHALT PAVEMENT (1 0 ") 46112 SY $0 65 $29,972 80 $0 65 $29,972 80 $0 65 $29,972 80 $0 650
14 CONCRETE CLASS I ( GRAVITY WALL) 89 1 CY $375 00 $33,412 50 $390 00 $34,749 00 $375 00 $33,412 50 $380 000
15 INLETS ( CURB ) ( TYPE P -1 )( <10) CONTROL STRUCTURE 24 EA $2,675 00 $64,200 00 $4,223 00 $101,352 00 $3,700 00 $88,800 00 $3,532 667
16 INLETS ( CURB) ( TYPE P -2 )( <10) CONTROL STRUCTURE 13 EA $2,990 00 $38,870 00 $4,738 00 $61,594 00 $3,600 00 $46,800 00 $3,776 000
17 INLETS ( CURB) ( TYPE P -6) ( PARTIAL) 2 EA $1,925 00 $3,850 00 $1,445 00 $2,890 00 $1,700 00 $3,400 00 $1,690 000
18 INLETS (DITCH BOTTOM) (TYPE E) (< 10') 2 EA $1,710 00 $3,420 00 $1,650 00 $3,300 00 $1,800 00 $3,600 00 $1,720 000
19 MANHOLE ( TYPE P -7T) ( <10) 3 EA $1,210 00 $3,630 00 $2,060 00 $6,180 00 $1,600 00 $4,800 00 $1,623 333
20 MANHOLE ( TYPE J -7T) ( <10') 6 EA $2,460 00 $14,760 00 $4,120 00 $24,720 00 $3,000 00 $18,000 00 $3,193 333
21 MANHOLE ADJUST 11 EA $525 00 $5,775 00 $618 00 $6,798 00 $300 00 $3,300 00 $481 000
22 CONCRETE PIPE CULVERT (15 ") 316 LF $43 75 $13,825 00 $107 00 $33,812 00 $22 00 $6,952 00 $57 583
23 CONCRETE PIPE CULVERT (18 ") 252 LF $48 00 $12,096 00 $61 80 $15,573 60 $23 00 $5,796 00 $44 267 H
24 CONCRETE PIPE CULVERT (24 ") 14 LF $52 00 $728 00 $113 30 $1,586 20 $68 00 $952 00 $77 767 n
25 CONCRETE PIPE CULVERT (36 ") 42 LF $58 00 $2,436 00 $97 85 $4,109 70 $81 00 $3,402 00 $78 950
26 CONCRETE PIPE CULVERT (42 ") 42 LF $70 00 $2,940 00 $103 00 $4,326 00 $88 00 $3,696 00 $87 000 y
27 FRENCH DRAINS (18 ") 3288 LF $47 00 $154,536 00 $41 20 $135,465 60 $45 00 $147,960 00 $44 400 9,
28 TRENCH SAFETY COMPLIANCE 3954 LF $1 75 $6,919 50 $4 15 $16,409 10 $1 00 $3,954 00 $2 300
29 PIPE HANDRAIL ( ALUMINUM) 181 LF $29 08 $5,263 48 $23 10 $4,181 10 $23 00 $4,163 00 $25 060
30 CONCRETE CURB & GUTTER ( TYPE F) 12976 LF $6 40 $83,046 40 $6 25 $81,100 00 $6 20 $80,451 20 $6 283
31 CONCRETE TRAFFIC SEPARATOR ( TYPE IV) (4' WIDE) 776 LF $17 25 $13,386 00 $1800 $13,968 00 $17 50 $13,580 00 $17 583
32 CONCRETE TRAFFIC SEPARATOR ( TYPE IV) (6' WIDE) 412 LF $19 50 $8,034 00 $20 10 $8,281 20 $19 70 $8,116 40 $19 767
1 of 12
H \ROADWAY \QPRO \BIDS \95\95505BT1 WB2 14- Jul -98 09 32 AM
PROJECT NAME CONGRESS AVENUE, MINER ROAD TO HYPOLUXO ROAD
PROJECT NUMBER 95505 Hardnves of Rosso Paving Rio Bak
Delray, Inc Corporation
AVERAGE
UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
33 CONCRETE TRAFFIC SEPARATOR ( SPECIAL) (VARIABLE WIDTH) 97 SY $18 95 $1,838 15 $19 00 $1,843 00 $18 60 $1,804 20 $18 850
34 CONCRETE SIDEWALK ( THICK) 6977 SY $13 80 $96,282 60 $14 00 $97,678 00 $13 50 $94,189 50 $13 767
35 CONCRETE SIDEWALK (6 "THICK) (DRIVEWAYS) 310 SY $18 40 $5,704 00 $19 55 $6,060 50 $19 10 $5,921 00 $19 017
36 GUARDRAIL ( ROADWAY) ( INCLUDES SHOP BENT PANELS) 339 LF $13 80 $4,678 20 $16 35 $5,542 65 $13 70 $4,644 30 $14 617
37 REMOVE EXISTING GUARDRAIL 232 LF $1 55 $359 60 $1 50 $348 00 $2 00 $464 00 $1 683
38 END ANCHORAGE ASSEMBLY ( TYPE II) 3 EA $375 00 $1,125 00 $370 00 $1,110 00 $375 00 $1,125 00 $373 333
39 END ANCHORAGE ASSEMBLY (TYPE ET -2000) 3 EA $2,675 00 $8,025 00 $2,600 00 $7,800 00 $2,700 00 $8,100 00 $2,658 333
40 END ANCHORAGE ASSEMBLY ( TYPE MELT) 1 EA $1,250 00 $1,250 00 $1,225 00 $1,225 00 $1,250 00 $1,250 00 $1,241 667
41 SODDING 5070 SY $2 12 $10,748 40 $2 00 $10,140 00 $2 00 $10,140 00 $2 040
42 STORM PUMPING (<30 ") (SEE SPECIAL PROVISIONS) 1 LS $2,675 00 $2,675 00 $210 00 $210 00 $5,700 00 $5,700 00 $2,861 667
43 STORM PUMPING ( >30 ") (SEE SPECIAL PROVISIONS) 1 LS $3,200 00 $3,200 00 $1,100 00 $1,100 00 $6,000 00 $6,000 00 $3,433 333
44 CLEAN EXIST STORM SEWER (DESILTING) (SEE SPECIAL PROVISIONS) 1 LS $23,900 00 $23,900 00 $16,000 00 $16,000 00 $35,000 00 $35,000 00 $24,966 667
45 RECORD DRAWINGS (SEE SPECIAL PROVISIONS) 1 LS $6,300 00 $6,300 00 $3,850 00 $3,850 00 $9,000 00 $9,000 00 $6,383 333
$1,356,179 94 $1,424,795 73 $1,410,705 70
L - 19 & L - 20 BRIDGE ITEMS
46 DEMOLITION & REMOVAL (INCLUDES BOTH BRIDGES) 1 LS $25,680 00 $25,680 00 $24,720 00 $24,720 00 $27,000 00 $27,000 00 $25,800 000
47 PRESTRESSED /PRECAST DECK UNITS (15" X 6" X 14') 364 LF $149 80 $54,527 20 $144 20 $52,488 80 $150 00 $54,600 00 $148 000
48 PRESTRESSED /PRECAST DECK UNITS (15" X 6' - 3" X 14') 112 LF $149 80 $16,777 60 $144 20 $16,150 40 $150 00 $16,800 00 $148 000
49 CLASS II CONCRETE FOR CLOSURE 26 CY $439 00 $11,414 00 $422 30 $10,979 80 $435 00 $11,310 00 $432 100
50 REINFORCING STEEL FOR CLOSURE 2996 LBS $0 75 $2,247 00 $0 75 $2,247 00 $0 75 $2,247 00 $0 750
51 CONCRETE TRAFFIC RAILING BARRIER INCLUDING WING POSTS 220 LF $40 65 $8,943 00 $39 15 $8,613 00 $41 00 $9,020 00 $40 267
52 ALUMINUM SIDEWALK BARRIER RAILING 208 6 LF $30 25 $6,310 15 $33 00 $6,883 80 $34 00 $7,092 40 $32 417
53 CLASS II CONCRETE FOR PILE CAP 220 CY $470 00 $103,400 00 $453 20 $99,704 00 $467 00 $102,740 00 $463 400
54 REINFORCING STEEL FOR PILE CAP 33536 LBS $0 75 $25,152 00 $0 75 $25,152 00 $0 75 $25,152 00 $0 750
55 14" PRESTRESSED PILES / TEST PILE (FURNISHED) 80 LF $117 70 $9,416 00 $113 50 $9,080 00 $117 00 $9,360 00 $116 067
56 14" PRESTRESSED PILES / TEST PILE (DRIVEN) 80 LF $10 70 $856 00 $10 30 $824 00 $11 00 $880 00 $10 667
57 14" PRESTRESSED PILE (FURNISHED) 1860 LF $35 30 $65,658 00 $34 00 $63,240 00 $35 00 $65,100 00 $34 767
58 14" PRESTRESSED PILE (DRIVEN) 1860 LF $3 20 $5,952 00 $3 10 $5,766 00 $3 20 $5,952 00 $3 167
59 14" PRESTRESSED PILE (WINGWALL) (FURNISHED) 480 LF $35 30 $16,944 00 $34 00 $16,320 00 $35 00 $16,800 00 $34 767
60 14" PRESTRESSED PILE (WINGWALL) ( DRIVEN) 480 LF $3 25 $1,560 00 $3 10 $1,488 00 $3 20 $1,536 00 $3 183
61 PILE SPLICES 14" 2 EA $11 00 $22 00 $10 30 $20 60 $11 00 $22 00 $10 767
62 PRECAST SHEET PILING (8" X 8' X 16') 1088 LF $66 90 $72,787 20 $64 40 $70,067 20 $67 00 $72,896 00 $66 100
63 CLASS II CONCRETE (SIDEWALK & MEDIAN) 89 CY $295 00 $26,255 00 $283 25 $25,209 25 $292 00 $25,988 00 $290 083
2 of 12
H \ROADWAY\QPRO \BIDS195195505BT1 WB2 14- Jul -98 09 32 AM
PROJECT NAME CONGRESS AVENUE, MINER ROAD TO HYPOLUXO ROAD
PROJECT NUMBER 95505 Hardrives of Rosso Paving Rio Bak
Delray, Inc Corporation
AVERAGE
UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
64 REINFORCING STEEL FOR SIDEWALK 4828 LBS $0 69 $3,331 32 $0 70 $3,379 60 $0 70 $3,379 60 $0 697
65 APPROACH SLABS 4 EA $9,000 00 $36,000 00 $8,240 00 $32,960 00 $8,500 00 $34,000 00 $8,580 000
66 REVETMENT MAT (SEE SPECIAL PROVISIONS) 17000 SF $5 65 $96,050 00 $5 50 $93,500 00 $5 70 $96,900 00 $5 617
TOTAL ROADWAY ITEMS $589,282 47 $568,793 45 $588,775 00
CITY OF BOYNTON BEACH UTILITIES
67 DISCONNECT AND ABANDON EXISTING WM CANAL CROSSING 2 LS $2,675 00 $5,350 00 $2,060 00 $4,120 00 $7,000 00 $14,000 00 $3,911 667
68 DISCONNECT AND ABANDON EXISTING FM CANAL CROSSING 1 LS $2,675 00 $2,675 00 $1,030 00 $1,030 00 $9,000 00 $9,000 00 $4,235 000
69 FURNISH & INSTALL NEW 16" WM AND 10" FM CANAL CROSSING (L -19) 1 LS $64,200 00 $64,200 00 $48,410 00 $48,410 00 $34,000 00 $34,000 00 $48,870 000
70 FURNISH & INSTALL NEW 16" WM CANAL CROSSING (L -20) 1 LS $46,000 00 $46,000 00 $28,840 00 $28,840 00 $27,000 00 $27,000 00 $33,946 667
71 ADDITIONAL 16" BUTTERFLY VALVES 4 EA $2,140 00 $8,560 00 $1,650 00 $6,600 00 $3,900 00 $15,600 00 $2,563 333
72 ADDITIONAL 10" GATE VALVES 2 EA $990 00 $1,980 00 $930 00 $1,860 00 $1,100 00 $2,200 00 $1,006 667
TOTAL UTILITY ITEMS $128,765 00 $90,860 00 $101,800 00
CONTINGENCY ITEMS
73 SUPPORT 1200 PAIR BURIED TELEPHONE 1082 LF $8 55 $9,251 10 $8 25 $8,926 50 $4 00 $4,328 00 $6 933
74 SUPPORT 418 PAIR BURIED TELEPHONE 300 LF $8 00 $2,400 00 $10 30 $3,090 00 $4 00 $1,200 00 $7 433
75 SUPPORT 300 PAIR BURIED TELEPHONE 65 LF $8 00 $520 00 $10 30 $669 50 $4 00 $260 00 $7 433
76 SUPPORT 2" CONDUIT W/ FIBER OPTIC 233 LF $8 50 $1,980 50 $20 60 $4,799 80 $8 00 $1,864 00 $12 367
77 ADJUST VALVE BOXES 5 EA $265 00 $1,325 00 $150 00 $750 00 $100 00 $500 00 $171 667
78 YARD DRAINS 5 EA $640 00 $3,200 00 $464 00 $2,320 00 $1,100 00 $5,500 00 $734 667
79 INLET TYPE C (MODIFIED) 2 EA $1,600 00 $3,200 00 $725 00 $1,450 00 $1,500 00 $3,000 00 $1,275 000
80 CHAIN LINK FENCE (4' W/ TOP RAIL) (GRAVITY WALL) 180 LF $10 00 $1,800 00 $11 75 $2,115 00 $12 00 $2,160 00 $11 250
81 INLETS ( CURB) ( TYPE P -1 )(CONFLICT STRUCTURES) 3 EA $3,500 00 $10,500 00 $4,841 00 $14,523 00 $3,900 00 $11,700 00 $4,080 333
82 INLETS ( CURB) ( TYPE P -2 )(CONFLICT STRUCTURES) 2 EA $3,750 00 $7,500 00 $5,356 00 $10,712 00 $3,900 00 $7,800 00 $4,335 333
83 INLETS ( CURB ) ( TYPE P -5 )(CONFLICT STRUCTURES) 2 EA $2,450 00 $4,900 00 $2,678 00 $5,356 00 $2,700 00 $5,400 00 $2,609 333
84 INLETS ( CURB ) ( TYPE P -6 )(CONFLICT STRUCTURES) 2 EA $2,890 00 $5,780 00 $3,090 00 $6,180 00 $3,000 00 $6,000 00 $2,993 333
85 INLETS ( CURB) ( TYPE P -5) (PARTIAL) 2 EA $1,600 00 $3,200 00 $1,240 00 $2,480 00 $1,500 00 $3,000 00 $1,446 667
86 MANHOLE ( TYPE P -7T) (CONFLICT STRUCTURES) 2 EA $2,140 00 $4,280 00 $2,781 00 $5,562 00 $2,300 00 $4,600 00 $2,407 000
87 MANHOLE ( TYPE J -7T) (CONFLICT STRUCTURES) 2 EA $2,990 00 $5,980 00 $4,326 00 $8,652 00 $3,500 00 $7,000 00 $3,605 333
TOTAL CONTINGENCIES $65,816 60 + $77,585 80 $64,312 00
TOTAL BID $2,140,044 01 $2,162,034 98 $2,165,592 70
3 of 12
H \ROACWAY\QPRO \BIDS \95 \95505BT2 WB2 14- Jul -98 09 22 AM
PROJECT NAME: CONGRESS AVENUE, MINER ROAD TO HYPOLUXO ROAD
PROJECT NUMBER: 95505
Community Asphalt Corp. Ranger Construction Golden Eagle
Engineering Contrs, Inc.
AVERAGE
UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
REGULAR ROADWAY PAY ITEMS
1 MOBILIZATION 1 LS $185,000.00 $185,000 00 $176,500 00 $176,500 00 $177,000 00 $177,000 00 $179,500 000
2 MAINTENANCE OF TRAFFIC (INCLUDES PEDESTRIAN M.O.T.) 1 LS $80,000.00 $80,000 00 $92,500 00 $92,500 00 $32,900 00 $32,900 00 $68,466 667 '
3 NPDES COMPLIANCE (SEE SPECIAL PROVISIONS) 1 LS $3,200.00 $3,200 00 $4,200 00 $4,200 00 $2,800 00 $2,800 00 $3,400 000
4 CLEARING AND GRUBBING 1 LS $155,000.00 $155,000 00 $135,000 00 $135,000 00 $81,000 00 $81,000 00 $123,666 667
5 REGULAR EXCAVATION 9556 CY $4.00 $38,224 00 $4 45 $42,524 20 $5 00 $47,780 00 $4 483
6 EMBANKMENT ( COMPACTED IN PLACE) 254 CY $10.00 $2,540 00 $2 80 $711 20 $7 80 $1,981 20 $6 867
7 TYPE C STABILIZATION (FBV 75) 19574 SY $1.90 $37,190 60 $2 40 $46,977 60 $1 95 $38,169 30 $2 083
8 LIMEROCK BASE (8" ) (DOUBLE COURSE) 16686 SY $6.00 $100,116 00 $5 50 $91,773 00 $6 25 $104,287 50 $5 917
9 TYPE S ASPHALTIC CONCRETE (LEVELING / OVERBUILD) 837.9 TN $43.25 $36,239 18 $42 00 $35,191 80 $40 00 $33,516 00 $41 750
10 TYPE S -1 ASPHALTIC CONCRETE (1.5 ") 16241 SY $3.18 $51,646 38 $3 00 $48,723 00 $2 80 $45,474 80 $2 993
11 TYPE S -III ASPHALT CONCRETE (1.0 ") 70288 SY $2.12 $149,010 56 $1 95 $137,061 60 $1 80 $126,518 40 $1 957
12 MISCELLANEOUS ASPHALT PAVEMENT 38.3 TN $85.00 $3,255 50 $113 00 $4,327 90 $100 00 $3,830 00 $99 333
13 MILLING EXISTING ASPHALT PAVEMENT (1.0 ") 46112 SY $1.35 $62,251 20 $0 70 $32,278 40 $1 15 $53,028 80 $1 067
14 CONCRETE CLASS I ( GRAVITY WALL) 89.1 CY $100.00 $8,910 00 $395 00 $35,194 50 $375 00 $33,412 50 $290 000
15 INLETS ( CURB ) ( TYPE P -1 )( <10') CONTROL STRUCTURE 24 EA $2,500.00 $60,000 00 $2,577 00 $61,848 00 $4,100.00 $98,400 00 $3,059 000
16 INLETS ( CURB ) ( TYPE P -2 )( <10') CONTROL STRUCTURE 13 EA $2,800.00 $36,400 00 $2,886 00 $37,518 00 $4,600 00 $59,800 00 $3,428 667
17 INLETS ( CURB ) ( TYPE P -6) ( PARTIAL) 2 EA $1,800.00 $3,600 00 $1,855 00 $3,710 00 $1,700 00 $3,400 00 $1,785 000
18 INLETS (DITCH BOTTOM) (TYPE E) (< 10') 2 EA $1,600.00 $3,200 00 $1,650 00 $3,300 00 $3,600 00 $7,200 00 $2,283 333
19 MANHOLE ( TYPE P -7T) ( <10') 3 EA $1,130.00 $3,390 00 $1,165 00 $3,495 00 $2,200 00 $6,600 00 $1,498 333
20 MANHOLE ( TYPE J -7T ) ( <10') 6 EA $2,300.00 $13,800 00 $2,370 00 $14,220 00 $4,000 00 $24,000 00 $2,890 000
21 MANHOLE ADJUST 11 EA $500.00 $5,500 00 $515 00 $5,665 00 $600 00 $6,600 00 $538 333
22 CONCRETE PIPE CULVERT (15 ") 316 LF $41.00 $12,956 00 $42 25 $13,351 00 $104 00 $32,864 00 $62 417
23 CONCRETE PIPE CULVERT ( 18" ) 252 LF $45.00 $11,340 00 $46 40 $11,692 80 $60 00 $15,120 00 $50 467
24 CONCRETE PIPE CULVERT ( 24 ") 14 LF $49.00 $686 00 $50 50 $707 00 $75 00 $1,050 00 $58 167
4 of 12
H \ROADWAY\QPRO \BIDS \95 \95505BT2 WB2 14- Jul -98 09 22 AM
PROJECT NAME: CONGRESS AVENUE, MINER ROAD TO HYPOLUXO ROAD
PROJECT NUMBER: 95505
Community Asphalt Corp. Ranger Construction Golden Eagle
Engineering Contrs, Inc.
AVERAGE
UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
47 PRESTRESSED /PRECAST DECK UNITS (15" X 6" X 14') 364 LF $140.00 $50,960 00 $144 30 $52,525 20 $226 00 $82,264 00 $170 100
48 PRESTRESSED /PRECAST DECK UNITS (15" X 6' - 3" X 14') 112 LF $140.00 $15,680 00 $144 30 $16,161 60 $226 00 $25,312 00 $170 100
49 CLASS 1I CONCRETE FOR CLOSURE 26 CY $410.00 $10,660 00 $422 70 $10,990 20 $400 00 $10,400 00 $410 900
50 REINFORCING STEEL FOR CLOSURE 2996 LBS $0.70 $2,097 20 $0 75 $2,247 00 $0 90 $2,696 40 $0 783
51 CONCRETE TRAFFIC RAILING BARRIER INCLUDING WING POSTS 220 LF $38.00 $8,360 00 $39 20 $8,624.00 $48 00 $10,560 00 $41 733
52 ALUMINUM SIDEWALK BARRIER RAILING 208.6 LF $32.00 $6,675 20 $33 00 $6,883 80 $35 00 $7,301 00 $33 333
53 CLASS II CONCRETE FOR PILE CAP 220 CY $440.00 $96,800 00 $453 60 $99,792 00 $385 00 $84,700 00 $426 200
54 REINFORCING STEEL FOR PILE CAP 33536 LBS $0.70 $23,475 20 $0 75 $25,152 00 $0 50 $16,768 00 $0 650
55 14" PRESTRESSED PILES / TEST PILE (FURNISHED) 80 LF $110.00 $8,800 00 $114 00 $9,120 00 $140 00 $11,200 00 $121 333
56 14" PRESTRESSED PILES / TEST PILE (DRIVEN) 80 LF $10.00 $800 00 $10 00 $800 00 $0 01 $0 80 $6 670
57 14" PRESTRESSED PILE (FURNISHED) 1860 LF $33.00 $61,380 00 $34 00 $63,240 00 $39 00 $72,540 00 $35 333
58 14" PRESTRESSED PILE (DRIVEN) 1860 LF $3.00 $5,580 00 $3 10 $5,766 00 $0 01 $18 60 $2 037
59 14" PRESTRESSED PILE (WINGWALL) (FURNISHED) 480 LF $33.00 $15,840 00 $34 00 $16,320 00 $39 00 $18,720 00 $35 333
60 14" PRESTRESSED PILE ( WINGWALL) ( DRIVEN) 480 LF $3.00 $1,440 00 $3 10 $1,488 00 $0 01 $4 80 $2 037
61 PILE SPLICES 14" 2 EA $10.00 $20 00 $11 00 $22 00 $0 01 $0 02 $7 003
62 PRECAST SHEET PILING (8" X 8' X 16') 1088 LF $62.50 $68,000 00 $64 45 $70,121 60 $72 00 $78,336 00 $66 317
63 CLASS II CONCRETE (SIDEWALK & MEDIAN) 89 CY $275.00 $24,475 00 $283 50 $25,231 50 $350 00 $31,150 00 $302 833
64 REINFORCING STEEL FOR SIDEWALK 4828 LBS $0.65 $3,138 20 $0 65 $3,138 20 $0 50 $2,414 00 $0 600
65 APPROACH SLABS 4 EA $8,000.00 $32,000 00 $8,247 40 $32,989 60 $21,000 00 $84,000 00 $12,415 800
66 REVETMENT MAT (SEE SPECIAL PROVISIONS) 17000 SF $5.30 $90,100 00 $5 40 $91,800 00 $5 70 $96,900 00 $5 467
TOTAL BRIDGE ITEMS $550,280 80 , $567,112 70 $708,285 62
CITY OF BOYNTON BEACH UTILITIES
67 DISCONNECT AND ABANDON EXISTING WM CANAL CROSSING 2 LS $2,500.00 $5,000 00 $2,580 00 $5,160 00 $2,000 00 $4,000 00 $2,360 000
68 DISCONNECT AND ABANDON EXISTING FM CANAL CROSSING 1 LS $2,500.00 $2,500 00 $2,580 00 $2,580 00 $1,000 00 $1,000 00 $2,026 667
6 of 12
H \ROAOWAY\QPRO \BIDS \95 \95505BT2 WB2 14- Jul -98 09 22 AM
PROJECT NAME: CONGRESS AVENUE, MINER ROAD TO HYPOLUXO ROAD
PROJECT NUMBER: 95505
Community Asphalt Corp. Ranger Construction Golden Eagle
Engineering Contrs, Inc.
AVERAGE
UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
69 FURNISH & INSTALL NEW 16" WM AND 10" FM CANAL CROSSING (L -19) 1 LS $60,000.00 $60,000 00 $51,600 00 $51,600 00 $47,000 00 $47,000 00 $52,866 667
70 FURNISH & INSTALL NEW 16" WM CANAL CROSSING (L -20) 1 LS $43,000.00 $43,000 00 $36,100 00 $36,100 00 $28,000 00 $28,000 00 $35,700 000
71 ADDITIONAL 16" BUTTERFLY VALVES 4 EA $2,000.00 $8,000 00 $2,062 00 $8,248 00 $1,600 00 $6,400 00 $1,887 333
72 ADDITIONAL 10" GATE VALVES 2 EA $925.00 $1,850 00 $955 00 $1,910 00 $900 00 $1,800 00 $926 667
TOTAL UTILITY ITEMS f $120,350 00 [ $105,598 00 $88,200 00
CONTINGENCY ITEMS
73 SUPPORT 1200 PAIR BURIED TELEPHONE 1082 LF $8.00 $8,656 00 $8 25 $8,926 50 $8 00 $8,656 00 $8 083
74 SUPPORT 418 PAIR BURIED TELEPHONE 300 LF $7.50 $2,250 00 $7 70 $2,310 00 $10 00 $3,000 00 $8 400
75 SUPPORT 300 PAIR BURIED TELEPHONE 65 LF $7.50 $487 50 $7 70 $500 50 $10 00 $650 00 $8 400
76 SUPPORT 2" CONDUIT W/ FIBER OPTIC 233 LF $8.00 $1,864 00 $8 25 $1,922 25 $20 00 $4,660 00 $12 083
77 ADJUST VALVE BOXES 5 EA $250.00 $1,250 00 $258 00 $1,290 00 $115 00 $575 00 $207 667
78 YARD DRAINS 5 EA $600.00 $3,000 00 $618 50 $3,092 50 $450 00 $2,250 00 $556 167
79 INLET TYPE C (MODIFIED) 2 EA $1,500.00 $3,000 00 $1,545 00 $3,090 00 $700 00 $1,400 00 $1,248 333
80 CHAIN LINK FENCE (4' W/ TOP RAIL) (GRAVITY WALL) 180 LF $10.00 $1,800 00 $11 35 $2,043 00 $11 00 $1,980 00 $10 783
81 INLETS ( CURB ) ( TYPE P -1 )(CONFLICT STRUCTURES) 3 EA $3,300.00 $9,900 00 $3,402 00 $10,206 00 $4,700 00 $14,100 00 $3,800 667
82 INLETS ( CURB ) ( TYPE P -2 )(CONFLICT STRUCTURES) 2 EA $3,500.00 $7,000 00 $3,608 00 $7,216 00 $5,200 00 $10,400 00 $4,102 667
83 INLETS ( CURB ) ( TYPE P -5 )(CONFLICT STRUCTURES) 2 EA $2,300.00 $4,600 00 $2,370 00 $4,740 00 $2,600 00 $5,200 00 $2,423 333
84 INLETS ( CURB ) ( TYPE P -6 )(CONFLICT STRUCTURES) 2 EA $2,700.00 $5,400 00 $2,783 00 $5,566 00 $3,000 00 $6,000 00 $2,827 667
85 INLETS ( CURB) ( TYPE P -5) (PARTIAL) 2 EA $1,500.00 $3,000 00 $1,545 00 $3,090 00 $1,200 00 $2,400 00 $1,415 000
86 MANHOLE ( TYPE P -7T) (CONFLICT STRUCTURES) 2 EA $2,000.00 $4,000 00 $2,060 00 $4,120 00 $2,700 00 $5,400 00 $2,253 333
87 MANHOLE ( TYPE J -7T) (CONFLICT STRUCTURES) 2 EA $2,800.00 $5,600 00 $2,885 00 $5,770 00 $4,200 00 $8,400 00 $3,295 000
TOTAL CONTINGENCY ITEMS $61,807 50 $63,882 75 $75,071 00
TOTAL BID [ $2,218,799 22 + $2,219,866 65 $2,312,873 67
7 of 12
H \ROADWAY \QPRO\BIDS \95\95505BT3 WB2 14- Jul -98 09 30 AM
PROJECT NAME: CONGRESS AVENUE, MINER ROAD TO HYPOLUXO ROAD
PROJECT NUMBER: 95505 J.W. Cheatham, Inc. Hubbard
Construction Company
AVERAGE
UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
REGULAR ROADWAY PAY ITEMS
1 MOBILIZATION 1 LS $188,740.00 $188,740 00 $240,000 00 $240,000 00 $214,370 000
2 MAINTENANCE OF TRAFFIC (INCLUDES PEDESTRIAN M 0 T) 1 LS $150,000.00 $150,000 00 $130,000 00 $130,000 00 $140,000 000
3 NPDES COMPLIANCE (SEE SPECIAL PROVISIONS) 1 LS $500.00 $500 00 $15,000 00 $15,000 00 $7,750 000
4 CLEARING AND GRUBBING 1 LS $143,000.00 $143,000 00 $230,000 00 $230,000 00 $186,500 000
5 REGULAR EXCAVATION 9556 CY $11.00 $105,116 00 $5 00 $47,780 00 $8 000
6 EMBANKMENT ( COMPACTED IN PLACE) 254 CY $11.00 $2,794 00 $10 00 $2,540 00 $10 500
7 TYPE C STABILIZATION (FBV 75) 19574 SY $2.60 $50,892 40 $3 00 $58,722 00 $2 800
8 LIMEROCK BASE (8 ") (DOUBLE COURSE) 16686 SY $5.40 $90,104 40 $6 00 $100,116 00 $5 700
9 TYPES ASPHALTIC CONCRETE (LEVELING / OVERBUILD) 837.9 TN $40.00 $33,516 00 $38 00 $31,840 20 $39 000
10 TYPE S -1 ASPHALTIC CONCRETE (1 5") 16241 SY $2.80 $45,474 80 $3 00 $48,723 00 $2 900
11 TYPE S -III ASPHALT CONCRETE (1 0 ") 70288 SY $2.05 $144,090 40 $2 00 $140,576 00 $2 025
12 MISCELLANEOUS ASPHALT PAVEMENT 38.3 TN $60.00 $2,298 00 $68 00 $2,604 40 $64.000
13 MILLING EXISTING ASPHALT PAVEMENT (1 0") 46112 SY $0.53 $24,439 36 $0 60 $27,667 20 $0 565
14 CONCRETE CLASS I ( GRAVITY WALL) 89.1 CY $430.00 $38,313 00 $400 00 $35,640 00 $415 000
15 INLETS ( CURB ) ( TYPE P -1 )(<10') CONTROL STRUCTURE 24 EA $4,510.00 $108,240 00 $3,000 00 $72,000 00 $3,755 000
16 INLETS ( CURB ) ( TYPE P -2 )( <10') CONTROL STRUCTURE 13 EA $5,060.00 $65,780 00 $3,100 00 $40,300 00 $4,080 000
17 INLETS ( CURB) ( TYPE P -6) ( PARTIAL) 2 EA $1,540.00 $3,080 00 $1,500 00 $3,000 00 $1,520 000
18 INLETS (DITCH BOTTOM) (TYPE E) (< 10') 2 EA $1,760.00 $3,520 00 $2,000 00 $4,000 00 $1,880 000
19 MANHOLE ( TYPE P -7T) ( <10') 3 EA $2,200.00 $6,600 00 $1,800 00 $5,400 00 $2,000 000
20 MANHOLE ( TYPE J -7T) (<10') 6 EA $4,400.00 $26,400 00 $2,600 00 $15,600 00 $3,500 000
21 MANHOLE ADJUST 11 EA $660.00 $7,260 00 $1,000 00 $11,000 00 $830 000
22 CONCRETE PIPE CULVERT (15 ") 316 LF $114 40 $36,150 40 $37 00 $11,692 00 $75 700
23 CONCRETE PIPE CULVERT (18 ") 252 LF $66.00 $16,632 00 $27 00 $6,804 00 $46 500
24 CONCRETE PIPE CULVERT (24 ") 14 LF $121.00 $1,694 00 $41 00 $574 00 $81 000
25 CONCRETE PIPE CULVERT (36 ") 42 LF $104.00 $4,368 00 $78 00 $3,276 00 $91 000
26 CONCRETE PIPE CULVERT (42 ") 42 LF $110.00 $4,620 00 $87 00 $3,654 00 $98 500
27 FRENCH DRAINS (18 ") 3288 LF $44.00 $144,672 00 $45 00 $147,960 00 $44 500
28 TRENCH SAFETY COMPLIANCE 3954 LF $4.40 $17,397 60 $1 00 $3,954 00 $2 700
8 of 12
H \ROADWAY \QPRO \BIDS \95 \95505BT3 WB2 14- Jul -98 09 30 AM
PROJECT NAME: CONGRESS AVENUE, MINER ROAD TO HYPOLUXO ROAD
PROJECT NUMBER: 95505 J.W. Cheatham, Inc. Hubbard
Construction Company
AVERAGE
UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
29 PIPE HANDRAIL ( ALUMINUM) 181 LF $32.00 $5,792 00 $28 00 $5,068 00 $30 000
30 CONCRETE CURB & GUTTER ( TYPE F) 12976 LF $6.45 $83,695 20 $6 50 $84,344 00 $6 475
31 CONCRETE TRAFFIC SEPARATOR ( TYPE IV) (4' WIDE) 776 LF $18.50 $14,356 00 $13 00 $10,088 00 $15 750
32 CONCRETE TRAFFIC SEPARATOR ( TYPE IV ) (6' WIDE) 412 LF $20.70 $8,528 40 $16 00 $6,592 00 $18 350
33 CONCRETE TRAFFIC SEPARATOR ( SPECIAL) (VARIABLE WIDTH) 97 SY $19.60 $1,901 20 $26 00 $2,522 00 $22 800
34 CONCRETE SIDEWALK (4" THICK) 6977 SY $14.15 $98,724 55 $13 -00 $90,701 00 $13 575
35 CONCRETE SIDEWALK (6 "THICK) (DRIVEWAYS) 310 SY $20.15 $6,246 50 $16 00 $4,960 00 $18 075
36 GUARDRAIL ( ROADWAY) ( INCLUDES SHOP BENT PANELS) 339 LF $18.00 $6,102 00 $16 00 $5,424 00 $17 000
37 REMOVE EXISTING GUARDRAIL 232 LF $2.80 $649 60 $3 00 $696 00 $2 900
38 END ANCHORAGE ASSEMBLY ( TYPE II) 3 EA $460.00 $1,380 00 $400 00 $1,200 00 $430 000
39 END ANCHORAGE ASSEMBLY (TYPE ET -2000) 3 EA $3,136.00 $9,408 00 $2,800 00 $8,400 00 $2,968 000
40 END ANCHORAGE ASSEMBLY ( TYPE MELT) 1 EA $1,000.00 $1,000 00 $900 00 $900 00 $950 000
41 SODDING 5070 SY $1.85 $9,379 50 $2 00 $10,140 00 $1 925
42 STORM PUMPING ( <3(") (SEE SPECIAL PROVISIONS) 1 LS $220.00 $220 00 $2,000 00 $2,000 00 $1,110 000
43 STORM PUMPING ( >30 ") (SEE SPECIAL PROVISIONS) 1 LS $1,100.00 $1,100 00 $2,000 00 $2,000 00 $1,550 000
44 CLEAN EXIST STORM SEWER (DESILTING) (SEE SPECIAL PROVISIONS) 1 LS $18,700.00 $18,700 00 $20,000 00 $20,000 00 $19,350 000
45 RECORD DRAWINGS (SEE SPECIAL PROVISIONS) 1 LS $100.00 $100 00 $3,000 00 $3,000 00 $1,550 000
$1,732,975 31 I $1,698,457 80
L - 19 & L - 20 BRIDGE ITEMS
46 DEMOLITION & REMOVAL (INCLUDES BOTH BRIDGES) 1 LS $26,400.00 $26,400 00 $65,000 00 $65,000 00 $45,700 000
47 PRESTRESSED /PRECAST DECK UNITS (15" X 6" X 14') 364 LF $154.00 $56,056 00 $130 00 $47,320 00 $142 000
48 PRESTRESSED /PRECAST DECK UNITS (15" X 6' - 3" X 14') 112 LF $154 00 $17,248 00 $130 00 $14,560 00 $142 000
49 CLASS II CONCRETE FOR CLOSURE 26 CY $451.00 $1 1,726 00 $450 00 $11,700 00 $450 500
50 REINFORCING STEEL FOR CLOSURE 2996 LBS $0.77 $2,306 92 $0 50 $1,498 00 $0 635
51 CONCRETE TRAFFIC RAILING BARRIER INCLUDING WING POSTS 220 LF $41.80 $9,196 00 $40 00 $8,800 00 $40 900
52 ALUMINUM SIDEWALK BARRIER RAILING 208.6 LF $35.20 $7,342 72 $28 00 $5,840 80 $31.600
53 CLASS 11 CONCRETE FOR PILE CAP 220 CY $484.00 $106,480 00 $450 00 $99,000 00 $467 000
54 REINFORCING STEEL FOR PILE CAP 33536 LBS $0.77 $25,822 72 $0 50 $16,768 00 $0 635
9 of 12
H \ROADWAY \QPRO \BIOS \95\95505BT3 WB2 14- Jul -98 09 30 AM
PROJECT NAME: CONGRESS AVENUE, MINER ROAD TO HYPOLUXO ROAD
PROJECT NUMBER: 95505 J.W. Cheatham, Inc. Hubbard
Construction Company
AVERAGE
UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
55 14" PRESTRESSED PILES / TEST PILE (FURNISHED) 80 LF $121.00 $9,680 00 $500 00 $40,000 00 $310 500
56 14" PRESTRESSED PILES / TEST PILE (DRIVEN) 80 LF $11.00 $880 00 $1 00 $80 00 $6 000
57 14" PRESTRESSED PILE (FURNISHED) 1860 LF $36.30 $67,518 00 $50 00 $93,000 00 $43 150
58 14" PRESTRESSED PILE (DRIVEN) 1860 LF $3.30 $6,138 00 $1 00 $1,860 00 $2 150
59 14" PRESTRESSED PILE (WINGWALL) (FURNISHED) 480 LF $36.30 $17,424 00 $50 00 $24,000 00 $43 150
60 14" PRESTRESSED PILE ( WINGWALL) ( DRIVEN) 480 LF $3 30 $1,584 00 $1 00 $480 00 $2 150
61 PILE SPLICES 14" 2 EA $13.00 $26 00 $1,000 00 $2,000 00 $506 500
62 PRECAST SHEET PILING (8" X 8' X 16') 1088 LF $68.75 $74,800 00 $90 00 $97,920 00 $79 375
63 CLASS 1I CONCRETE (SIDEWALK & MEDIAN) 89 CY $303.00 $26,967 00 $250.00 $22,250 00 $276 500
64 REINFORCING STEEL FOR SIDEWALK 4828 LBS $0.72 $3,476 16 $0 50 $2,414 00 $0 610
65 APPROACH SLABS 4 EA $8,960.00 $35,840 00 $6,000 00 $24,000 00 $7,480 000
66 REVETMENT MAT (SEE SPECIAL PROVISIONS) 17000 SF $5.80 $98,600 00 $5 20 $88,400 00 $5 500
$605,511 52 $666,890 80
CITY OF BOYNTON BEACH UTILITIES
67 DISCONNECT AND ABANDON EXISTING WM CANAL CROSSING 2 LS $2,200.00 $4,400 00 $1,500 00 $3,000 00 $1,850 000
68 DISCONNECT AND ABANDON EXISTING FM CANAL CROSSING 1 LS $1,100.00 $1,100 00 $2,500 00 $2,500 00 $1,800 000
69 FURNISH & INSTALL NEW 16" WM AND 10" FM CANAL CROSSING (L -19) 1 LS $51,700.00 $51,700 00 $65,000 00 $65,000 00 $58,350 000
70 FURNISH & INSTALL NEW 16" WM CANAL CROSSING (L -20) 1 LS $30,800.00 $30,800 00 $40,000 00 $40,000 00 $35,400 000
71 ADDITIONAL 16" BUTTERFLY VALVES 4 EA $1,760.00 $7,040 00 $2,100 00 $8,400 00 $1,930 000
72 ADDITIONAL 10" GATE VALVES 2 EA $990.00 $1,980 00 $1,200 00 $2,400 00 $1,095 000
$97,020 00 1 $121,300 00
CONTINGENCY ITEMS
73 SUPPORT 1200 PAIR BURIED TELEPHONE 1082 LF $8.80 $9,521 60 $3 00 $3,246 00 $5 900
74 SUPPORT 418 PAIR BURIED TELEPHONE 300 LF $11.00 $3,300 00 $5 00 $1,500 00 $8 000
75 SUPPORT 300 PAIR BURIED TELEPHONE 65 LF $11.00 $715 00 $5 00 $325 00 $8 000
76 SUPPORT 2" CONDUIT W/ FIBER OPTIC 233 LF $22.00 $5,126 00 $8 00 $1,864 00 $15 000
77 ADJUST VALVE BOXES 5 EA $220 00 $1,100 00 $150 00 $750 00 $185 000
10 of 12
H 1ROADWt Y \QPRO \BIDS \95 \95505BT3 WB2 14- Jul -98 09 30 AM
PROJECT NAME: CONGRESS AVENUE, MINER ROAD TO HYPOLUXO ROAD •
PROJECT NUMBER: 95505 J.W. Cheatham, Inc. Hubbard
Construction Company
AVERAGE
UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE
78 YARD DRAINS 5 EA $495.00 $2,475 00 $700 00 $3,500 00 $597 500
79 INLET TYPE C (MODIFIED) 2 EA $770 00 $1,540 00 $1,300 00 $2,600 00 $1,035 000
80 CHAIN LINK FENCE (4' W/ TOP RAIL) (GRAVITY WALL) 180 LF $12.30 $2,214 00 $12 00 $2,160 00 $12 150
81 INLETS ( CURB ) ( TYPE P -1 )(CONFLICT STRUCTURES) 3 EA $5,170.00 $15,510 00 $3,100 00 $9,300 00 $4,135 000
82 INLETS ( CURB ) ( TYPE P -2 )(CONFLICT STRUCTURES) 2 EA $5,720.00 $11,440 00 $3,400 00 $6,800 00 $4,560 000
83 INLETS ( CURB ) ( TYPE P -5 )(CONFLICT STRUCTURES) 2 EA $2,860.00 $5, 720 00 $3,100 00 $6,200 00 $2,980 000
84 INLETS ( CURB ) ( TYPE P-6 )(CONFLICT STRUCTURES) 2 EA $3,300.00 $6,600 00 $3,100 00 $6,200 00 $3,200 000
85 INLETS ( CURB) ( TYPE P -5) (PARTIAL) 2 EA $1,320.00 $2,640 00 $2,300 00 $4,600 00 $1,810 000
86 MANHOLE ( TYPE P -7T) (CONFLICT STRUCTURES) 2 EA $2,970.00 $5,940 00 $2,000 00 $4,000 00 $2,485 000
87 MANHOLE ( TYPE J -7T) (CONFLICT STRUCTURES) 2 EA $4,620 00 $9,240 00 $3,100 00 $6,200 00 $3,860 000
$83,081 60 1 $59,245 00
$2,518,588 43 I 1 $2,545,893 60
11 of 12
11 \ROAD W Al \VI'RO \ BIDS \ 9519 W e2 13 Jul -9M 06 J< PM
PROJECT NAME: CONGRESS AVENUE, MINER ROAD TO HYPOLUXO ROAD
• PROJECT NUMBER: 95505
NOTES
Items #8 - #12 Include bituminous material and tack coat, as required
Item #21- Adjust Manhole Includes one additional manhole as a contingent quantity
Item #28 - Trench Safety Compliance. Shall be in accordance with SSP -1 of these Specifications.
Item #29 - Aluminum Handrail County may substitute 4' fence (Item #80) where directed by the Engineer
Item #41 - Sodding Shall be in accordance with GP -31, Section 575, of these Specifications
Items #46 - #66 (Bridge) Similar items for L -19 & L -20 have been combined See bridge plans for separated quantities
Item #69 - New 16" WM & 10" FM Crossing Includes all fittings, testing, and appurtenances necessary to make connections to
existing mains, and place in service per sheet U -1 at the L -19 Canal
Item #70 - New 16" WM Crossing Includes all fittings, testing, and appurtenances necessary to make connections
to existing water mains, and place in service per sheet U -2 at the L -20 Canal.
Items #67 to #72 - City of Boynton Beach Utilities The Contractor shall be responsible for all coordination with the
City of Boynton Beach The cost of coordination shall be incidental to the pay items, lump sum
All work shall be performed in accordance with utility plans and specifications
Contingent Items may be increased, decreased or deleted, as directed by the Engineer
" +" Denotes corrected number
Working days to complete Two Hundred Thirty ( 230 ) calender days.
Bids as read at opening June 30, 1998
All bids subject to O.E.O. compliance and Board Approval (17/7)
Prepared by : Steve Aronow
Checked by: Joe Totino
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ATTACHMENT "B"
PROJECT NAME: CONGRESS AVENUE - MINER ROAD TO HYPOLUXO ROAD
PROJECT NUMBER: 95505 HARDRIVES OF DELRAY, INC.
ITEM QUANTITY /UNITS UNIT PRICE AMOUNT
REGULAR ROADWAY PAY ITEMS
21 MANHOLE ADJUST 1 EA $ 525.00 $ 525.00
CITY OF BOYNTON BEACH UTILITIES
67 DISCONNECT AND 2 LS $ 2,675.00 $ 5,350.00
ABANDON EXISTING
WM CANAL CROSSING
68 DISCONNECT AND 1 LS $ 2,675.00 $ 2,675.00
ABANDON EXISTING
FM CANAL CROSSING
69 FURNISH & INSTALL 1 LS $64,200.00 $ 64,200.00
NEW 16" WM AND 10" FM
CANAL CROSSING (L -19)
70 FURNISH & INSTALL 1 LS $46,000.00 $ 46,000.00
NEW 16" WM CANAL
CROSSING (L -20)
71 ADDITIONAL 16" 4 EA $ 2,140.00 $ 8,560.00
BUTTERFLY VALVES
72 ADDITIONAL 10" 2 EA $ 990.00 $ 1,980.00
GATE VALVES
SUBTOTAL $128,765.00
CONTINGENCY ITEMS
77 ADJUST VALVE BOXES 5 EA $ 265.00 $ 1,325.00
GRAND TOTAL $130,615.00
H \ROADWAY\AIS \95505 -BB SUM