Item 8A- Resolustion No. 18-17RESOLUTION NO- 18-17
A RESOLUTION OFTHE C;l'1 Y OF A1LANTIU BEACH, FLORIDA,
AU'1HOKIZUNG HE UITY NIANAGER'lu SIGN AN AC KLEMEN'1
WITH 1NSl'1'UN'uRM '1'EUHUNUL(JGIES, LLC; PIGGYBAUKING ON
JEA CONTRACT NO. 152566 DATED 2016 AND APPROVING A
PURCHASE ORDER FOR $222,616.68 ON BEHALF OF THE CITY OF
ATLANTIC BEACH -
WHEREAS, The City's 2006 Sewer Master Plan Update recommended that the City use
cured -in-place pipe technology to upgrade the old, cracked clay sewer mains; and
WHEREAS, Funds for sewer system rehabilitation and improvements in were approved
in the FYI 718 budget by the City Commission; and
WHEREAS, 1 he sewer main rehabilitation project for t Y 19 includes cured -in-place pipe
(UIFF) lining of approximately 6,8'/0 linear feet (Ll,) of gravity sewer main in the Uak Harbor
Subdivision located ott SK AIA• and
WHEREAS, Using the JEA Contract No. 152566 unitprices for Insituform Technologies,
LLC, the cost for cured -in-place pipe rehabilitation for the project is $112,616.68; and
WHEREAS, $3UU,000 for the sewer rehabilitation project (Project #FYU 19 IU) is budgeted
in the Sewer Lund under account number 410-5506-535-6300.
Nu W THEREFORE, be it resolved by the City Commission othhe City otAtlantic Beach
a3 follows:
SECTION 1. The City Commission hereby authorizes the City Manager to sign. the
co.Aract with Insituform Technologies, LLC to install cured -in-place pipe for the FYI Sewer
Rehabilitation Project in the amount of $222,616.68, using specifications and pricing in ir,A
Contract No. 152566;
SEU 1'luN L_ 1 his Resolution shall taaKe effect immediately upon its passage and adoption.
rASShij ANl) At)ur t v D by the Lity of Atlantic tseach, this 14'1' day of may, Lu 19.
Ellen Glasser, Mayor
Attest:
Donna L. tsartle, laity Llerk
Approved as to form and correctness:
Brenna M. Durclen, City Attorney
CITY OF ATLANTIC BEACH
CITY COMMISSION MEETING
kii-11a"am X13Iiia
AGENDA ITEM: Sewer Rehabilitation for FY 2018
SUBMITTED BY: Kayle W. Moore, P.H.
Public Utilities Director
DATE: April 1-5, 2018
BACKGROUND. The City's 2006 Sewer Master flan Update recommended that the City
use cured -in-place pipe technology to upgrade the old, cracked clay sewer mains.
For past sewer train rehabilitation projects, the City has piggybacked on existing JEA contracts,
These are large dollar contracts that were competitively bid. JEA awarded a three-year contract
to Insituform Technologies, LLC on February 26, 2016.for aired -in-place pipe.
The sewer main rehabilitation project for FYI will include:
• Cured -in-place pipe lining of approximately 6,870 linear feet (LF) of gravity sewer main
in the Oak Harbor Subdivision located off SIS. AIA.
Using the JEA contract unit prices for Insituform., the cost for cured -in-place pipe rehabilitation
for the project is $222,616.68. Any point repairs found necessary would be completed with the
City's annual Utility Contractor.
Following completion ofthe sewer main lining performed by Insituform Technologies, the: City
will coordinate repairing; and coating or lining of sewer manholes where necessary within the
Oak Harbor Subdivision.
BUDGET: A total of $300,000 for the sewer rehabilitation project (Project #PU1810) is
budgeted in the Sewer Fund under account number 410-5506-535-5300. The budgeted amount
is anticipated to cover both the CIPP lining rehab and the subsequent sewer manhole
lining/rehab.
RECOMMENDATION: Authot'ize Insituform Technologies, LLC to install cured -in -plane
pipe (CIDP) for the FYI Sewer Rehabilitation project in the amount of $222,616.68, using
specifications and pricing in JEA Contract No. 152566. Authorize the City Manager to sign the
contract with Insituform Technologies, LLC.
ATTACHMEN'T'S: 1. Cost Proposal for project using JEA's Insituform contract pricing.
2. Insituform Teohnologies, T.LC contract.
3. Project Map
RE, VIEWED BY CITY MANAGER: ��
Legend
L'ti, alaana-
40 conflict box
0 fm_val
gray, �nh
} GRAVOUT VALVE
r buc_mh
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LS_PriveLe
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♦� WelweCl
Road Center Line
=•fm
gr®voul
— fal
oulfall
r� PlpeUning
sanplpe
Parcel Polygona - - -
_ I
i
\U
E
1 • - to be • • lined
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I/ I'i -F -
Atlantic Beach, Florida
Geographical Information System 0 150 300
Pudic Worlcx [SepnT^Llacnt I P P 2018
018 - O a k H a orb o r
1100 Sandpiper Ln r
Allende aei,, KFeet
3..33
141 Wx0ab.U5 W 9-4 -47-5334
AGREEMENT
UTILIZING JEA CONTRACT #152566
JBE1 wEhN ME
CITY (MATLANTIC BEACH
AND
IN SIT U FORM TECHNOLOGIES, LLC
FOR OAK HARBOR SUBDIVISION SEWED UPGRADE
THIS AGREEMENT, made and entered into in duplicate this clay
of , 2018 (hereinafter referred to as the "Effective bate"), by and
between the Cll Y Ur ATLANTIC BEACH, a n.Luiiicil,al cuiporation existing under the
Constitution and the laws ut the State of r lorida, ( hereinafter referred to as the CI T Y) and
INSf1UFURNI ECHNULU(i1BS, LLC, a Jllelaware limited liability cumpany autliurized
to do business in Florida with principal office at 17988 Edison Avenue, Chestertield, MU
6.juu:5 (hereinafter referred to as the Cuntractor), for the Oak Haiboi Subdivision Sewer
Upgrade (hereinalter reterred to as the rruject).
W111NESSElH:
WHEREAS, effective Pebruary 26, 2U16, JEA entered intu Uontract 1Numbei
152566 (hereinafter reterred to as the "JEA Contract") with Uontractur; and
WHEREAS, said Contract is in full force and effect until February 25, 2U19 ai d
has been cumpetitively procured and awarded by JEA as contracting authority according
to P lorida law; alid
WHEREAS, 1'he Atlantic Beach Code, more particularly Section 2--116 (6), (.ode
of Or dinances authorizes and allows the CITY to use inter alia contracts of other local
guveiiunental entities, including JEA, which have been cumpetitively procured and
awarded; and
WH1i;RL+'AS, the JBA Cuntract is broad enough to include the rroject and
Contractor has agreed to allow the C1 Y to use its JBA Contract; and
WHEREAS, it is in the best interest of the parties to use the JEA Contract for the
rroject and to add thuse cuntractual provisions the CITY is required to use by ordinance
or policy; now therefore
IN CONSIDERATION of the premises and of the mutual covenants and
agreements hereinafter contained, and for ether good and valuable consideration the patties
agree as follows:
ARTICLE 1: Incorporation of Recitals.
The above stated recitals are true and correct and, by this reference, are made a part
hereof and erre incorporated herein.
ARTICLE 2: Engagement of Contractor:
CITY hereby engages Contractor and Contractor -hereby accepts said engagement
fear the purpose of constructing Cured -in -dace Pipe for the Oak Harbor Subdivision Sewer
Upgrade Project, as described in and according to the: previsions of: the JEA Contract
and its exhibits, equipment descriptions and quotations made thereunder (hereinafter
referred to as the 'Work), and, by this reference, made a part hereof and are incorporated
herein; and in accordance with the other provisions, required by law, ordinance or policy
for the CITY, contained in this Agreement. With respect to the Project, the provisions,
terms and condition of the; JEA Contract shall apply uliless specifically preempted herein.
Therefore, any conflict between the provisions of this Agreement and those in the JEA
Contract shall be resolved in favor of this Agreement, bort only to the extent of any conflict.
ARTICLE 3: Coordination and Services Provided by C::ITY:
CITY shall designate a Project Manager who will, on behalf of the CITY, coordinate
with Contractor and administer this Agreement according to the terms and conditions
contained herein and in the Exhibit(s) attached .hereto and made a part hereof. It shall be
the responsibility of Manager to coordinate all Project related activities with the; designated
Project Manager. The CITY's Project Manager shall be: ICayle Moore, P.E., Public
Utilities Director (Phone: 904-247-5834; Fax: 904-247-5843; E-mail: kmooreacoab.us)
or other designee as directed by the Public Utilities Director.
ARTICLE 4: Duration of Agreement/Pricing Available to Other Entities:
The term of this Agreement shall commence on the Effective Date and shall
continue and remain in fall force and effect as to all its terms, conditions and provisions as
set forth herein, through a period of time which is the earlier of the Contractor's delivery
and City's acceptance of the Project within the: time period set forth in any purchase carder
or twelve (12) months from the Effective Date.
ARTICLE 5: Payments for Services of Contractor:
5.1. lxcept as provided in Section .5.2 hereof, the CITY will compensate Contractor
for the Project in accordance with purchase orders issued and used by the City of Atlantic
Beach Purchasing Department; provicled however, payment invoices shall be sent to the
authorized City representative as specified in said purchase order or other subsequent
written instrument signed by the City's Project Manager.
5.2. Notwithstanding any contrary provision, the maximum indebtedness of the
CITY for all fees, reimbursable items or other casts, to the Contractor for the Project,
pursuant to this Agreement, shall not exceed the amount of Two Hundred Twenty -Two
Thousand, Six Hundred and Sixteen Dollars and Sixty -Bight Centers ($222,616.613) unless
approved in writing by amendment to the Purchase Order.
ARTICLE 6: Notice:
Any and all required notice to the CITY under this Agreement shall be delivered by
certified mail, return receipt requested, or by other delivery with receipt to the fallowing:
IC_ayle W. Moore, P.L.
Public Utilities Director
902 Assisi Lane
Jacksonville, FL 32233
kmoore(a?coab.us
ARTICLE 7 Laws, Ordinances, Rules and Regulations:
In the construction of the Project, the Contractor must comply with any and all
applicable federal, state and local laws, rules, regulations and ordinances, as the same exist
and may be amended from time to time. Such laws, rules, regulations and ordinances shall
include, but are not limited to, Chapter 1.19, Florida Statutes, (the Florida Public Records
—3—
Law) and Section 280.011, Aortia Statutes, (the i lurida Sunshine Law), as they apply to
the Project contemplated in this Agreement. It any of the obligations of this Agreement
are to be purfoimed by a subcontractor, the provisions of this Section shall be incorporated
into and become a part of the subcontract.
AR11C;LE N: convict of interest:
The parties will tollow the provisions of applicable urdinanccs and laws with respect
to required disclosures by public otlicials who have or acquire a Iiiiancial interest in a bid
or contract with the CITY, to the extent the parties are aware of the same.
AR11CLE 9: loon Discrimination:
The Lontractor represents that it has adupted and will maintain a pulicy of non
discrimination against employees or applicants for employment on account of race,
religion, sex, culuf, national origin, age or handicap, in all areas of employment relations,
throughout the term of this Agicument. The Coritractur agrees that, if any of the Services
to be provided pursuant to this Agreement are to be pu formed by a subcuntfactor, the
provisions of this Article shall be incorpurated into aid becumu a pai-t of the subcontract.
ARTICLE 10; Counterparts:
The pai-tios agree that f6f the execution of this agreement, time is of the essence.
I tleretore, this Agreement, and all amendinents thereto, may be executed in several
counterparts, each of which shall be deemed an original, and all of such cuuntuipaii-ts
together shall constitute one and the same instrument. Ilrc pailles turther agree that
facsiniil� ("fad") or �-mail transmission of all signatures with originals to tollow shall
constitute and be evidence of an executed Agreement.
[Remainder of page is left blanli intentionally. Signature huge Iollows immediately.]
MIM
IN WITNESS WHEREOF, the parties hereto have executed this Agreement the
day and year first above wiitteii.
Al"1ENl:
Donna Bartle
City clerk
Cr1 Y OF ATLANTIC BEACH
Joe Geiiity
City Manager
LN Si l uju unm 1 ECHNOLOGIES, LLC
ATTEST:
Debra Jasper Diane Partridge
Contracting and Attesting uffice, Contacting and Attesting Officer
—5—
CONTRACT
BE.1-WELIA
JEA
AND
INSITIUFORM TEi;M'VOLOGIES, LLC,
JEW CONFRiA.C`1' # 132566
THIS COivTKAC'r is executed as of this 2A day of February, 2016 (me "Eiteedve
Date"), by and botwvun JEA, a body politic and corporate, with its t,rincipRI addtess at 21 w.
Church Street, Jacksonville, FL 32202, in Duval County; FImida ("JEA"), i;Ld INsfi,tiFoRm
I-ECHNOLOGIES, LLC., a limited liability colpolation existing under the Laws of the
Delawa—Le with its prineipiU office luaated at 17-988 .Edison Avenin, ChestertieIa, Mo 63005
(`'Company").
W111NESSETH
WHEREAS, pursuant to the JEA Provuivinunt code, JEA is authoLizGd to procure
gods and aerviees; and
WH MRAS, JEA has solicited bids and C,,LLlpany ha& submitted a bad tbx the Curea In
Place Pipe (( wpy Unit price cc;LL„truutioa (the.`: W urx” ), and
WHEREAS, saia bid has been accepted by JEA as the loWe L responsi,c and
LWponsiblebid for the Work;
NOW THEREFORE, in consideration of the mutual l,rorhises and covenants hero
coniainud, and for other good and valuable cuL,sideintlan, the receipt and sUfficicru y is heraby
acMovviedged) the parties agree.as follows,
AGREEMENT
1) JEA hereby engages the Company .—d. w. Uompany hereby accepts said engagement for the
perfwmancv of thu Work w described in (i) JEA. S�licitutiun # M-16, designated au "Cured
In place Fipe (C1Yp) Unit Privw. Cullsfiruction'l as modified by.AdduL LULL i _dated November
20, 2Q 15, and AddGlLdum igLuLiber 2 dated November 25; 20iS, (couectiveiy, the "IFB"), and
(ii) the Company's Bid Form damd, December .i; 2M, attached hereto an Exhibit A (the
"Bia norm").
2) Tho Work shalt be pet%rmed strictly in mxurdanee with the RIB, this Contract- the Bia Fotm
and all Purchase Orders iszuvd pursuant to this C;onlram (wllertively, the "Contract
I
i)ocumea,t�'-), all of which are he,eby- specifically made part hereof by reierence to the same
extant as it Wily set out herein, in the sure of nit to ex-,�,ed Twu Millnou O„v -Hundred
.l iousand and 001100 Doll:u a ($2,W Ofiu.00) (the "Maximum Indebtedness") at and for the
prices and on the teems contained in the Contraci Documents and Exhibit A.
3) This Contract Shall commende on the Effective Date, and continue and zeiitain in u[1 force
and effect as to Ell its terms, conditions aria provis;o.. as oct forth herein fv, three (3) yeas;
with Thu option Of two (z), one (I) yem uunewals or until the Contract's maximum
Indebtedness is reached, whichever occurs tirst.
4) On fz�thful perfui,,,miou of this Contract, JEA will pay ttte Company in accordance with the
terms and on the conations stated in the Contract Documunrm.
5) Ah notices required or permitted under this Contract shall be in writing and shall be deemeff.
received upon roe ipt. -N otices shall be addressed by a party to The other party az fully Wzl-:
In the case of JEA:
JEA
Attn., Kenneth chascin
21 W. Church Street, Pearl Street
JAcksun,,ille, F., 32202
Ph: 904-665-6185
and to:
JEA
Attn: Heather Beard, Prucuremem Contract A im;uiatratvr
21 W. Chwuk t. tX-6
Jacksonville, FL 3zzOL
Ph: 904-655-7606
I„ the case of Cumpmry:
II.s;tuUv,'u Teuhnolag;�a, LLC
Attn: Dime Partridge
1'1988 l;diaon Avenue
Chesterfield, MO 63005
Matz., (636) 530-8650
is e(cUinsitutorm.com
Either party iiiay uhangc iTa address frua.� TIME- is Buie upon p,ior written notice to the ocher
specifying the effective date of the new address -
2
6) This Contract, aftv. the initlal year; shall be cvmingem up,n th. existence of IawtUlly
appropriated tunas for each subsequv,.t y.ar of the contract term;.
IN WI,,vN :NS wHN:Jhi,L+ ()P,, the pnMes ha. t., have duly executed this Agreemenr, n, of the day
and year firsi Above w.;trn,
By:
Name: u"ra jampdr
Title: CMAwdhifi and Attesting Offivar
^I1517fi
late;
Date:
INSITUFORM
TECHNvLuGmS, LLC.
By:
Name: biont, Partridge
T.tic:
Commuting 'andAttesting Offloer
Date: G12611 t;
JL='A
By: Y`..
John McCarthy
Juirector, Supply Chain Managemuti
Date- — - 2-f
®r (®
App.uvua by trie IEA Awards Conmiluee m.. Thursday, Fcoruary 19, 2016, Award Item No. 8.
6
INSITUFOIM TEC.HNOLOGILS LLC
Assistant. Secxetary's Certificate
The undersigned, being the Assistant Secretary oflusiwfrnLi Technologies; LLC,.aDclaware
limited liability company (itze "Company"), he}„by eertff 1that:
'rhe following is a tm . and cK-,mm ox,;.,pt Rom the Limited Liability Company Agreement
of the Company-
Apnointmo .nt by thu Presidria. 'Oe president of the Company may from rime to rimy
appu ut officers of thu Company's operating divisions, and sucb conuauding And
atrstiug oirlueis of the Company as the President may deem p� Yet who shall have
such authority; subject to the control ot'the Board of ManageA6_ az the rnesidennt may
irum time to time prescribe.
2. The resident of the Company has, pursuant m tho sbo, c authority_ duly appointed Debra.
Jasper, Jana Lause, Ursula Youngblood, Dim Paru-idge_ Laura M. endreski and Whittney
Schulte as Convacting and Attesting Offcui. ofthu Compauy. Each of the foregoing. have
been fully authorized and empuweied by th" Pnesiduut of the Company (i) to certify and to
attest the signature of any officer of tha CoLLpn,,.y_ (ii)to cater into and to bind the Company
to perform pipeline r„habiliradou aeriviti-� of me Compauy and alt matters Mated tkhereta,
including the maintenance of one ae Arve oifceb ana facilities of the Company, (iii) to
execute and to deliver doeumems uu behalt e1 the Company, and (iv) to take such other
action as is oe may be uvs.,a, y aIId apps opriate to carry out the proj e0 activities and work
of the Company.
IN WITNESS WHEREOF, Ihave heleuuto affixed my name as Assistant Secretary this 23rd day
of October; 2015.
INSITUFORM TTECHNOLOGIE%, LLC
By
Daniel P: Schaenekase
Assistant Secretary
�r
AY$rSWJM B
UW If OM FUJI SUMLITA'TUU1V # 014-16
CURL, IN PLACE rIP,E+ t,;OJvtlAtcuu-iLiOivSx1Kytuxb
Submit an pglidnat ari4 tty„ (2) eup%g aiang with utnor tcquirad J.uuns In a scalud unvdlopo to; JUA rroultr6ment Deyt.,'ti w..
Churi,li SL, Bid Seotlon, C;nsm.,zi Uottia., I"Flom, Arwu W2, dn;ksouVJllr,, F1,92202-3139,
06 y-w„y LVuuu:: ItizW lune Tuchnoluglau, LCC
i,`umpaay's Address 17988 Edison Avenue, Chostamsta. RID 63000
Thuno Nu",her� . ieJ13) 58g`SODU 14,A lyU; (836) 530.0761 mad A,aaru,,; dpnnddge@lnsituform,com
o. t7v.,a (FivuYate-Cllt (50/-)
— 3 yrs, w/ 2 opdona( renewals
Su"tpioa requital prior to Bid Opening+ ® $ond required 1U . „tBid nw-a
Sntnpies may be roquirM S,IOS„.t.,e.,t to
Bid Opening
BIDDER'S CMTMICA.TIAN
By submitting this Bial, the Ridder certifies that it has read and reviewed all of the documents pertaining to thla solicitation, thfltthe
person 6lgulpg below is an outhorizea representative Uf rhu'Bidder"s �ro,.,yany, thatibo Company [a 1 away authorized to au Buriuvsn
in Ilia $tat.. Uf Fin' Ian ,.nnd thattl.e L'p,,,Ny„y ,.,Ellnrau.n t„ A4tlyvatattla titin -Eaw CollUnetor'a Liyv„ac 33i tt18 rrerk (Ifu]p7L,Ituabie),
i n, tliade, a[su �. rfiS-us tnaFlt uwull;as With ah sc�ti�t,s (Luti ladlog batunt liui�tca tO Gunttiat Ofitnnrest turd J3fhias) 4f[8is
:solivltatiu.n, a„d that thU BAffer A un xuthortzua distributor Or a[urcr oftho equipinout that meats the Teehn[asl specit(cadons
statCd hnralu.
R
Ww have reoeivo ad&..dC ll ;C6�]ldor 1, CU15
�Fy 1-iaudwriden SIVAura of Authnrizt:d Offlecr of Uornpahy or Ag4nt Date
{ through IP D14i19 Rinfl7ge
Commuting and Rttowng Omvot
YrLttedNa�na anaTitie
I URANCE R.EOUIttEMItNTS
uantit a4 ndicated ii.a araoti„g
Mnautltles indicated rutleut the approximate quantities io be purchased
Throughoutthu Cohtsaor a,e to rluotuation
Insurance i,q,.i;ed
period and sun)ect aR zi—c—eau0v
with owua[ requirements.
DISCOUNTS
Lj i% 20, net 30
2% 14, .;ot 30
3% S- uCi 0
Other
None Offered
BNTUR 13IU TOTAL, FOR 014-16 SURVICES
MR -iDUL
Total ft". Bid WVrilbuok
9 I7 � � 7 �/�� , Y 7
BIDDER'S CMTMICA.TIAN
By submitting this Bial, the Ridder certifies that it has read and reviewed all of the documents pertaining to thla solicitation, thfltthe
person 6lgulpg below is an outhorizea representative Uf rhu'Bidder"s �ro,.,yany, thatibo Company [a 1 away authorized to au Buriuvsn
in Ilia $tat.. Uf Fin' Ian ,.nnd thattl.e L'p,,,Ny„y ,.,Ellnrau.n t„ A4tlyvatattla titin -Eaw CollUnetor'a Liyv„ac 33i tt18 rrerk (Ifu]p7L,Ituabie),
i n, tliade, a[su �. rfiS-us tnaFlt uwull;as With ah sc�ti�t,s (Luti ladlog batunt liui�tca tO Gunttiat Ofitnnrest turd J3fhias) 4f[8is
:solivltatiu.n, a„d that thU BAffer A un xuthortzua distributor Or a[urcr oftho equipinout that meats the Teehn[asl specit(cadons
statCd hnralu.
R
Ww have reoeivo ad&..dC ll ;C6�]ldor 1, CU15
�Fy 1-iaudwriden SIVAura of Authnrizt:d Offlecr of Uornpahy or Ag4nt Date
{ through IP D14i19 Rinfl7ge
Commuting and Rttowng Omvot
YrLttedNa�na anaTitie
014-16 APF endx B Bid M m rkbook
Company Names Insitufonm Tecbnolc gieEl, LLC
MA. WATERANI;
Item WASIkWATEN SCMs6ma ted # d
STANDSME D�scriF iaoni IICJM Ilnit pece Rmtenided Price
II�
MANICAL
X
961,1
Fncnish. an c install, all CIPA Jin
6.0 mmtbick
LF
1000
$ 28.10
SI 112,4( Via
s
961..]1
Burnish and I instal 10"CVP lini�ag
6.0 mmtI ck
IF
.100(
$ ?a.i4
9
�I
96I,:
IF6=iSh
aminstal:1''1"CBPP�Ig.0
mmtbiolk
LF
11100{1
$I =2,i5
9 f�r(O.{IO
4
9161.'1
Fl mi& auc instil ];3¢ CnP frost g
7S mm thick
IK)C:0
$ 43.{I{I!
;I
961.1
:Ravish and instal :16 n CIPP liniag
�
5a{I
$I
7.51 maxi th ck
45.0(1
u 22rKi0,{ 0
F.mish an I install I EI" CIPP lining
9,0 mm thick.
�
' Da(
$ 46.00
$I S12,0{ D.CIO_
7
S 161,:
Burnish and install 20" CIDP lint g
9.0mmdt dk
1.P
0C
!4JI(I
$ 27,400„a0
f l
961:
) is and mita] 21 n CTP Im31 g
9.0 mm Sick
IF
ACI
$ 57,60
$ 28,a00.0(I
SI
9612
Fumishand install.W C1PPIm
19.0
IF
IcaC1
$
mm9iick
_`7.60
$ {7,6001.C10
1a
961
R—ish and bstat 3C I� mT Ding
12.0 mm thick.
LIZ
< as
$ 8 1.8(1
4.i,Sl0aAC1
11
5161-
isii and instal 3611CIEP 1' dj&
]I 3 s mm. thick
' DD
114:DCI
517,q(10.0{
1�
9614
Fu nish and nista l 42° CIPP lin�ind
]131.{ mm$iid
Lp
_IOCI
$ UIOXIC
$ 6(I,D(O.CI(I
UI
961:2
F wish audI instal 48" CR? lining,
15.0 mm thick
$ 1 f $.D(I
'$I P 2Y C O.c D
14
9614
wish aac l hrW] 541" CE?p E fil&
21.0 mm buck
LF
50CI
$ 24:11(
$I l� { I a l.O b
JD14-1f A pp en dig B Bid Worklbc cik
Comlin y Iva mci
a< ltuform Tecliinol ogies, LLC
TEA WATFA AND
Item
WAM WATT
1AMAIU)";
SC
33escription
t OM
I stimaited # Of
Unify
t Init 1 race
Extended )E rzc e
MANUAL
Pipe $ursdng 3" - 4" Sery mi JA eral
to 4.5"C1) SDA ISI,IEPB(0'-4'
Deep) T - V' Sewer �IenlcoLat ml
15
SLI1
to4-516.65151, SI.051 CDSDR19,
LF
50
y
2,535.CIO
PE or 6" ar 81 PVC SE R35
Conftnming tc ASTM D3(E 14-74
A.11 Depths)
16
516E
Adjmt4t sefMaribole&ameaai
32" Dio Cover, U to one Foot
EA
1
.5 6EL'I.CI(I
S 6E51.CI0
AdjustTltcset Manhole I came ant
17
S62
32" Dia' a ber, . (Item 231 Fs-)� cess
VP
1
51 148.00
1 148.00
Over Foot
Laterad Canned= (DI W Fle)& ]e
18
96i .l
Saddle to PVC' ® EIS' -12- mm,
EAI
ICI
: ,11:.c10
gl 12,110.( D
(0'-4' Deep)
Lateral CcInnecfon (DFW Flexible
fl9
9.6;.:i
SaddletoPVC @,8'I-1."IigPE,
EA
ICI
,i_ICI.00
37,3{ICI.00
4'-8'.Deep)
Lderg Cc=ecdcr (DFW I leDdIllo.
20
96?.:I
Saddle to PV C: Oa 8' -1271 HDPE,
RA
1(I
gl 2,CI76.00
gl 20,-,6CI.(10
Lateral Cc nnection (DFWI Flex'ble
3I
9G_.]
8ad&titoPVC) Ca EI"-]2-IW?P,
EA
I.(f
$ 2,364: 0
3 23,644.{IC
12'-16 D
Lateral Ca=echior (DPW Flexi'bie
22
963 2
Sa4dle tD MPE) Ca 8"-12"WWI ,
EAI -
10
g 1, :I1.C10
s1 32,I1C-OCI
(O' -4' D
T,ateral Connections (DFW lrlexlie
33Srl6y
.2
Saddle to HDPI) C V - IT HDAR
EA
10
S 1, ;l3CI,C ICI
91 17,: TWO
(4'-'V D
014-1.6 AppendE Bid 'Wo]rkdack
Ccliapa-ay Name
Ing ifufo= Tpubncllogies; U •C
J'G.L& WATMAn
feu
'WASTEWATER
ST`ANDARD8
SC
Dea ttcua
C 1VI
2sfi=hldl #b of
11�tiflPricei
ExtencledPrare
unk
3!'IAS+T'.AL
Lateral Connection (DPW F1mdble
2A
SIfr3 2
Saddle ti HDPE) C r-171 BDI E,
BA
10
$ 2,C-j6. U
$1 210,-160.{IO
(8'—l2'D
Lateral Cormectol (DF% 'E mdble
2.1
56:
9 addle U HDPE) Ca 8r --12r &3I7H,
RA
] 01
SI 2,364.43
$1 2?1,644.0{
C12'-16' D
2&
9691;
R sea�ces't .
robotic internal. cutter
RA`
C
$ 29a.Ot
,$ 12,r11C,00
27
963.4
HammerT Removal
EA
25
233_70
S 5,767.50
2E
964
Lateral Connection beemzdB- ctive
0' — 4' 1i }
RA
S �,12.i0
� 4,E ]310
29
5164
Laferai Connecioi Deemed Inactive
q —1 +Deep)
EA
5
$ 7 „OE b.E 31
.S 5,334.( C
311
964
Lateral Camiection Deemled Inaefive
EA
(s,-12',D
5
$ 1,3,6.30
$1 6,163-1 F(I
3]15164
Lateral Connection Deemed hactnre'I
5
�. 1,4710.5{I
$I
321
9-1115
CC'T'V and Ligbi .C1eamw-, 21" Daal
pe
LE
10aC1
$ 4.E 31
4,E (10.( 0
32
965
CCTV and Lzgh Cl= 34" — 54'
�UaDim
LEI
100091
10.41.
10,40(,{ p
39
SI65.1
Tuberculation Removal sr —12"
et
LEI
20cl
$ OJ$0
4,160.do
35
SI651.1
T be2IC11:1latioARemcniat V---1$"
Diameter
U.
200
2534{
.9 S,OFIE.{ Q
3f
5.65.1
"T�berculaii�R:emova121[N'-114"
Diameter
iliac
312.310
6,46CI.(10
37
1165,1
I'dberctlafiionRen�'caal217'- 22"
Diameter
LE
:100.
$ . 65 O
$I 7,21scu Ia
3EI
966
Bypass - TIF]I" i
TSE
1000
Is IS_75
$ 15,15(1{ a
39
9661
ass -24 =36"
iR
St}0
55.65
$I. 27,E25.g0
01&16 Appendix B 131d"% ofA 90
ComaP2 ny bion ei
Insftufcrm Tecbnc ]logics, LLC
JEA WATM AND
Yteffi
WA.S'I'FVAT R
S'iIMARD4
Sc
Descriptan
UCd12
Fs4imatdl mfl
'Units
UnitPriice
i ter dee SPrice
MANUAL
40
966
ass mping . - 42"-54" pioe
46.60
& 48,300.00
d: 1
408-S1JA-3
SOUBackffll
CY
TOG
$ 19.70
S 1,970.00
42
4
408-$
427.:
lFlowable Fill
"A'°
cm
1009
$ 113.90
S 113,000.00
444
Manhole (0' —41' Peep)
EA
1
$ 2,215.00
$ 15.00
427_1
"A" Manhcl le (41 — E' Deep)
EA
:I.
$ 610:00
$ 2,614.00
c 5
427.1
`. A" lvlauhole 6' — Pf' D )
EA
1
$ 2 45.00
$ 2,805_00
46
4a . ]
"A" Manhole 8' —1'0' Deep)
EA
l
$ 3,200.00
9
47
427.1
T .. "B" Manhc le 0' =•4' )
SAI
1
2,265.00
.3,200.00
S 2,265.00
48
427.1
TYPf, T' Manhole 4' _ b' De
EA
1
$ 2,658.00
SI 2,65$.00
491
4271
TYPC B" Manholes 0' — 8' Deep)
LA
1
$ 2,855.00
S 2,855.00
50
427.1
Type °B" Mmftle 01— IO' )
EA.
1
$ 3250.00
3 3,250.00
Il
4274
C:c nncc On it o g Marabdlci 6"
EA
EIerviceLateral
10
$I 160.00
52
428.1
Dw}P3lµng6"-12',P4L (f'-'4'
LF
251
$ 94.00
91 2,350.00
5:
4228.1
Sewer P#usgti"_, 1211, PMC (H'_ 8'
IDeep)
lip
25
$ 103.£9
$ 2,575.(10
54
42EA
Sewer1ipingf"-12%PVC(18-121
LP
25
Deep)$
1]3.00
51 2,EG15.£ 0
`I5
44,11
Sewer?1pingC-111',PVC (12'—
LF
16
25
$ 123.00
:1,0'75.£ 0
`6
4a8.:
Sewer Piping l4"-18", YVC (C -4'
_
D
:10
`7
428.3.
Sewer Piping 14' --18' , PVC (4' - $'
ID=)
LF]
Q
g 1713.00
SI 3,130:00.
s8
439j
Sewer]?#ino 14"-18"1.11VC (81—
12' D
LF
:10
I 123.Df1
gl ],2 0.(q
43g ]
Sew=F' *g l4"-18",.PVC (222'—
16 Deep)
IGI
$I 133.(10
�I ],3_f9.£I9
E 0
42182
ltemave Sc R�:lace �' —121" PVC (P1
4� De
EA
51
gl 1,879..00
9 9,? 5c.00
01446 Appen6ftE Bid'Workbook
compaia� Name
acitafoim liedEblogies, LLC
JPA WATER AND
item
WASILMATER
ST.�4.i+T URDS
1Descripiia n
EOM
EsWated # of
t nit Pxzce
Extended Price
unit
61
428.E
Remove &I Replace 6' - 12" PVC 114'
_ 8, Deep)
EAI
S
$ 21385 -CIO
$ I1, 929.010
62
428.:1
1R:ensove &IReplacd 6'-127'PVC (8'
-12'D )
EA
5
$ 216E(I:C0
gl 1:I,30(.00
63
428L
Remove&IRephce 6 - IT, AVC
EA
-.(12!-
16 Deep)
5
$ 3,00.0(
$ :I!I,IrI(I.CO
E 4
428.2
Remove & Replacd l4 - - 8' PV C
(0' - 4' Dee }
P�
5$
:I,S10.0{I
Sl SWUM
E $
42F 2
Remove & Rep:lacei 714" -18" PVC
RAI
5
(4' - 8' Dee
$ 24 ;16.00
g 12,38OX CII
66
421.2
Ram ove & Repl=o 714P- 1911 MIC
RA
;1'
5
$ 2, i 05. ( 0
1: ,925.00I
67
4282
Remove &Repiadci 714" -1$" PNICRA
(I2` -16'D
5
$ 1075.{ 0
gl 15,3?'.I.O(
Remove andReFWeIAtmal6' PVC
68
421.4
SDR35QmfoimingltoASTNJ
LF'
1Ofl
$ 5.50
gl _I,5410.C(I
1}303474 (fl' -1 ' Deep).
R=ove ani Replace Laterd 6Y PVC
69
421.4
S'DDR35C.onfvffiirgtaAST'M
LF
1CIC
5 .T40
1 3,a40.{I(I
D3034-74 .4' -• 8' Dee
Remove and. Replm ei Lataral e PV C
70
428.4
SDR35. Confofmingl to ASTM
LF
100
51 44._1 a
11 4;4 _Ia.00
D3 034 -T (8'-13' D
Rcmovc and Replace 11ateral E' PV C
71
428.4
SDR35 Confnrmingt[ ASTMI
LF
100
$I 512C
$ 5,120.( 0
173034-a.4 (12'- 16'Deep)
72
428.5
Ysrc Pi. ` -4"
LF
25
$ 1( AM
$ 260.00
73.
4C.6 1.6
Yard Piping- 6'
LF
25
91 11.50
$ 287.50
Ikl
441-5
Isoddbg
SY
1(IOCI
$ 8.00
$ 8,000.00
014-I6 Appendis B Biu Woridookl
CoinjjanyjNaine
Insi'tuformTechnodogles,LLC
.E. WATMAND
item
WAMWA=
87.A11DARD'S
SC
Desd am
DOM
EAtimsted # oil
U nit I rice
Extended Fece
unit
MANUAL
Paving RamcvaI & Repair — C rocs
75
4904
Curt.& 16AI COJ Skandard Case )�
SY
7511
E 5.DCI
448,7 `_IOI.OD
PermanentP�.vemenr lar..�ent
71b
491A
Remove and Repk= Sidewalk (Ail
SY
]CI{I
$
es & Thick= s)
82 5(
$. f 0.00
; 7
491 2
Remove and Re;*l a DAeve�,vay (All
SY
;ICICI
Types & Thickness
8,5:IOI.CI(I
;IS
491 3
Rfmove and Replace Cab & t3ndimlLF
]I Ot
$I
CAII Types & TEclauess)
.2 t (I
$I 2,2101100
79
21:15.1
TwtbgAllowmw
is
1
51 5,0(10.00
S5,{1011.,(,10
f 101
3.1' .I
SuupplemenW WO& Ai thoriz4on
LS
I
1110,CIDq.C16.
(SW:A)I
g 1(ID,OOQ.{I0
subtot2d
1,647,899.R
S1Special Gond ims (Maximum of :10%)
r 9,436.99
Bice1'�cif I +meter ths amount on Page 1 of iE.a Md lbrm)
1,697;336.49