HomeMy WebLinkAboutINSITUFORM TECHNOLOGIES - 2002-06-03'��+ff CITY OF HUNTINGTON BEACH
2000 Main Street
Robert F
Director
Orange County Clerk -Recorder
P, O. Box 238
Santa Ana, CA 92702
P.o.Bax 190 California 92648
Department of Public Works
(714) 536-5431
Subject: Notice of Completion for the Huntington Harbour Sewer lining,
Phase li; Casa Contract 1174
This is our formal request to record the enclosed original Notice of
Completion for the subject project. Please forward a recorded copy to
my attention at, City of Huntington Beach, Department of Public Works,
2000 Main Street, P. O. Box 190, Huntington Beach, CA 92648.
Enclosed is a self-addressed, stamped envelope for your use.
If you have any questions, you can contact me at (714) 536-5423.
Sincerely,
5ert A. Martinez
nstruction Division
Enclosed:
Notice of Completion for Insltuform Technologies, Inc., CC-1174
G/Ternplatel Cover Letter for NOC
Brockway, Connie
To: Martinez, Robert
Subject: Insituform CC 1174
Robert, I do not have a Notice of Compleltion or Maintenance Bond or Cert of Compliance so can't sign the Retention
Release Payment. Can you adivse. Connie
64_Zs^03
Gjn c G
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CITY TREASURER'S OFFICE DATE
Review, initial, and
route
as indicated:
Shari L. Freidenrich
Carolyn Kowalewski
Sherine Barakat
Alin.Lmmka
LeeAnn Benton
wa de
Elisabeth Bodine
orene is ar s
Julie Batt
Avis Ryan
Jim Slobojan
Leon=GiragoEia`n
Ethel Torrence
Silvia
Kathy Vaughan
Paul Grassmuck
Ronnie Wehselau
Corinne Hoffman
Gail White
Comments:
I Please return to Joyce Greene
0
A-4 City of Huntington Beach
INTER -DEPARTMENT COMMMUNICATION
HUNTINGTON BEACH
TO: THOSE LISTED HEREON
FROM: Robert A. Martinez
DATE: April 21, 2003
SUBJECT: Retention Release Payment
Company Name: Insituform 'technologies, Inc.
Address: 5100 E. Second Street
City, State and Zip Code: Benicia CA 94510
Phone Number: (707) 747-5888
Business License Number: A214926
Local Address: Same as above
Notice of Completion Date:
Contract Purpose: Release remaining 10% money to contractor from Cash Contract 1174
The conformed copy of the Notice of Completion for the above contract has been filed.
The thirty-five (35) day waiting period has elapsed or will elapse before payment is made.
Processing of the retention payment is recommended so long as no stop notices or
outstanding invoices are on file with the City.
I certify that no stop notices are on fi
4�22 jai
77"
Date Robert F. Beardsley, Public Works Director
certify that there are no outstanding invoices on file.
-Z
Date ri r Idenrich, City Treasurer
certify that no stop notices are on file on the subject contract, and that a guaranty bond
has been filed with this office.
Date
Connie Brockway, City Clerk
Reten, Release for CC1174
4/21/2003 10:55 AM
CITY OF. dUNTINGTON BEACH
REQUEST FOR LEGAL SERVICES .
Gail Hutton, City Attorney
RLS No.
Assn ro
`Date
Date:
Request made by:
Telepne: r: , ;;, c
Department:
4/17/03
Robert A. Martinez
x„5423 _
c: •
Public Works
►,
t
invA
INSTRUCTIONS: File request in the City Attorney's Office. Outline reasons for this request and state
facts necessary for City Attorney to respond. Please attach all pertinent information and exhibits.
TYPE OF LEGAL SERVICES REQUESTED:
❑ Ordinance ❑
Opinion ❑ Stop Notice
❑ Resolution ❑
Lease ® Bond
❑ Meeting ❑
Contract/Agreement ❑ Deed
❑ Court Appearance ❑
insurance ❑ Other:
Is Request for Preparation of Contract form attached?
❑ Yes ® No
Are exhibits attached?
® Yes ❑ No
Unless otherwise specified herein, I
If not for Council action, consent to disclosure of the
1*1e
If for City Council action, desired completion date: i rmation n no n this RLS to all
embers. Cit ouncil.
Agenda Deadline -
Council Meeting 4/24/03 Signature orDepartment Head
COMMENTS
Please review and approve "As To Form" the attached One Year Maintenance
Bond from Insituforrn Technologies, Inc. for the Huntington Harbour Sewer Lining,
Phase II Project, CC# 1174,
R
Attachment;
40p Fo
1. Maintenance Bond, # 929257345, One set caQ�y 2 ADD
ARM age to J'
C(DP'y
Rooting:',
❑ GCH
❑ PDA
❑ LB
❑ SL
❑ JF
❑ ADL'
❑ SF
❑ JM
❑
This Request for Legal Services has -been `assigned to attorney
extension His/her secretary is'` , extension
Notes :°
..File Name.
Date Cornpieted.
WP No.:. . .
RI A fnr hAnin Rnnd dl17tgn nR Q•nR AAA
Bond #929257345
CNA INSURANCE COMPANIES i-I. i=
CITY O;
MAINTENANCE BOND NUNit"; "``;` r n
1003 MAY 12 A 3;
KNOW ALL MEN BY THESE PRESENTS, That we Insituform Technologies, Inc.
as Principal, and National Fire insurance Company of Hartford , as Surety, are held
and firmly bound unto City of Huntington Beach, CA _
as Obligee, In the penal sum of One Million Four Hundred Ninety -Three Four Hundred Sixteen and 50/100
($ 1,493,416.50
to which payment well and truly to be made we do bind ourselves, our and each of our heirs,
executors, administrators, successors and assigns jointly and severally, firmly by these presents.
WHEREAS, the said Principal entered Into a contract with the City of Huntington Beach, CA
dated June 3, 2002
for Huntington Harbour Sewer Project
Phase II, Cash Contract No. 1174
WHEREAS, said contract provides that the Principal will furnish a bond conditloned to guarantee
for the period of one 1 year(s) after approval of the final estimate on said job, by the owner,
against all defects In workmanship and materials which may become apparent during said period,
and
WHEREAS, the said contract has been completed, and was approved on 3
day of March 2003
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH that, If the Principal shall indemnify
the Obligee for all loss that the Obligee may sustain by reason of any defective materials or
workmanship which become apparent during the period of one 1 year(s) from and after
March 3, 2003 then this obligation shall be void, otherwise to remain In full force
and effect.
SIGNED, SEALED AND DATED
March 3, 2003
Principal;
by Insituform Technologies, In
H. Dougla Vic P F ct
Surety:Pationa?Fireingurance eompSgPo�0 trd EBB $ort
Form G-23210-B Kathleen A. Petchulat Attorney -in -fact
CNA
APPROVE s To FOR: :
�Y/a3/03
,P? 0eFER MCGRATH, City Atto,
► .thorizing By -Laws and Resolutioo..,
ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY:
This Power of Attorney is made and executed pursuant to and by authority of the fdllOwiqg ByrLaw}duiy adopted by the Board of
Directors of the Company. `
"Article IX —Execution of Documen'�
Section 3. Appointment of Attorney -in -fact. The Chairman of the Board of Directt h Phfyy e dent anrany-Executive, Senior or
Group Vice President may, from time to time, appoint by written certificates attomeys-in-fact to act in behalf of the Company in the
execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attomeys-in-fact, subject to
the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and
execution of any such instruments and to attach the seal of the Company thereto. The Chairman of the Board of Directors, the
President or any Executive, Senior or Group Vice President or the Board of Directors. may, at any time, revoke all power and authority
previously given to any attorney -in -fact.'
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of
Directors. of the Company at a meeting duly called and held on the 17th day of February, 1993.
"Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may
be affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article IX of the By -Laws, and the signature of the
Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and
any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so
executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is
attached, continue to be valid and binding on the Company."
ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA:
This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the Board of
Directors of the Company.
"Article VI —Execution of Obligations and Appointment of Attorney -In -Fact
Section 2. Appointment of Attorney -in -fact. The Chairman of the Board of Directors, the President or any Executive, Senior or
Group Vice President may, from time to time, appoint by written certificates attorneys -in -fact to act in behalf of the Company in the
execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attomeys-in-fact, subject to
the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and
execution of any such instruments and to attach the seal of the Company thereto. The President or any Executive, Senior or Group Vice
President may at any time revoke all power and authority previously given to any attorney -in -fact."
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of
Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
"Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may
be affixed by facsimile on any power of attorney granted pursuant to Section 2 of Article VI of the By -Laws, and the signature of the
Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and
any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so
executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is
attached, continue to be valid and binding on the Company."
ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD:
This Power of Attorney is made and executed pursuant to and by authority of the following Resolution duly adopted on February 17,
1993 by the Board of Directors of the Company.
"RESOLVED: That the President, an Executive Vice President, or any Senior or Group Vice President of the Corporation may, from
time to time, appoint, by written certificates, Attorneys -in -Fact to act in behalf of the Corporation in the execution of policies of insurance,
bonds, undertakings and other obligatory instruments of like nature. Such Attorney -in -Fact, subject to the limitations set forth in their
respective certificates of authority, shall have full power to bind the Corporation by their signature and execution of any such instrument
and to attach the seal of the Corporation thereto. The President, an Executive Vice President, any Senior or Group Vice President or
the Board of Directors may at any time revoke all power and authority previously given to any Attorney -in -Fact."
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of
Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
"RESOLVED: That the signature of the President, an Executive Vice President or any Senior or Group Vice President and the seal
of the Corporation may be affixed by facsimile on any power of attorney granted pursuant to the Resolution adopted by this Board of
Directors on February 17, 1993 and the signature of a Secretary or an Assistant Secretary and the seal of the Corporation may be
affixed by facsimile to any certificate of any such power, and any power or certificate bearing such facsimile signature and seal shall be
valid and binding on the Corporation. Any such power so executed and sealed and certified by certificate so executed and sealed, shall
with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Corporation."
', Company Profile
Page 1 of 2
Company Profile
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2003 IIAY If /p errt
sUrrance
NATIONAL FIRE INSURANCE COMPANY
OF HARTFORD
CNA PLAZA 333 S WABASH
CHICAGO, IL 60685
800-993-5006
Agent for Service of Process
JERE KEPRIOS, CIO CT CORPORATION SYSTEM 818 WEST SEVENTH STREET, 2ND
FLOOR LOS-ANGELES, CA 90617
Unable to Locate the Agent for Service of Process?
Reference Information
NAIC #: 20478
roup #: 021
California Company ID #: 0128-9
orized in California: Au , 1884
License Status: UNLIMITED -NORMAL
Company Type: Property & Casualty
State of Domicile: CONNECTICUT
Lines of Insurance Authorized to Transact
The company is authorized to transact business within these lines of insurance. For an
explanation of any of these terms, please refer to the glossary.
AIRCRAFT
AUTOMOBILE
BOILER AND MACHINERY
BURGLARY
COMMON CARRIER LIABILITY
CREDIT
DISABILITY
http://cdinswww.insurance.ca.gov/pls/wu_co�rof/idb_ca�rof utl.get_co�rof-p_... 4/22/2003
1003 MAY 12 4 9: jh
City of Huntington Beach
Department of Public Works
Post Office Box 190
Huntington Beach, CA 92648
Subject. Certification of Compliance with Title VII of the Civil Rights
Act and Equal Employment Opportunity Act of 1972
Gentlemen:
The undersigned, contractor on
Project No. Title
her cby certifies that all laborers, mechanics, apprentices, trainees, «•atchmcn and guards employed
by him or by any subcontractor perfbrrring work -under the contract on the project have been paid
wages at rates not Iess than those required by the contract provisions, and that the work performed
by each such laborer, mechanic, apprentice or trainee conformed to the classifications set forth in
the contractor training program provisions applicable to the wage rate paid.
Thanh Vo
n •
Si��t*.nre grid Title
PC UhconI
GA,r
DECLARIOY OF SATISFACTION OF CLAIMS' `' '' ".
AT�tr,
1. I am the general contractor for the City of Huntington Beach, as to the project more fully
dcscri�cd in the public works contract entitled
and dated Z T 1oZ,
2. An workers and persons employed, all firns supplying materials, and all subcontractors for the
above -mentioned project have been paid in full.
3. The following are either disputed claims, or items in connection with Notices to Withhold,
which have been filed under the provisions of the statutes of the State of California: (if none,
state "NONE") — uDKE
I declare under penalty of perjury that the foregoing is true and correct.
Executed at Fuu.E_RTQna OIL+ - _ on this __� day of
c I+%/ sT.At.rr
G
(Signature f Contractor)
g=%whconl
STATE OF CALIFORNIA - THE RESOURCES AGENCY
DEPARTMENT OF FISH AND GAME
ENVIRONMENTAL FILING FEE CASH REC -
DFG 7535a (6-01 )
Lead Agency:
it
County / State Agency Fili
Project Title.
Project Applicant Name: CAAAA ta-S _UIt
Project Applicant Address: I AY U
Project Applicant (check appropriate box).
211662 '
Date: k k -z^�_�16--L-
.A�
Document No.:A��,r
Phone Number:
A
Local Public Agency a School District ❑ 'd Other Spacial District
State Agency ❑ Private Entity
CHECK APPLICABLE FEES:
{ } Environmental Impact Report
{ } Negative Declaration
{ } Application Fee Water Diversion (State Water Resources Control Board Only)
{ } Projects Subject to Certified Regulatory Programs
{ ) County Administrative Fee
(,ect that is exempt from fees
�C3
Signature and title of person receiving payme
WHITE -PROJECT APPLICANT YELLO4FG!FASB PIN - EADA ENCY
$850.00
$
S1,250.00
S
$850.00
$
$850.00
$
$25.00
$
RECEIVED
$
GOLDENROD -STATE AGENCY OF FILING
•
•
NOTICE OF EXEMPTION
To:
❑ Office of Planning and Research
1400 Tenth Street, Room 121
Sacramento, Ca 95814
■ Orange County Clerk Recorder's Office
Public Services Division
P.O. Box 238
Santa Ana, CA 92702
From:
City of Huntington Beach
Community Dev. Department
Planning Division
2000 Main St,, 3rd Flr.
Huntington Beach, CA 92648
Project Title: HUNTINGTON HARBOUR SEWER PROJECT- PHASE 11; CG1174
Project Location -Specific: Various areas see attached location map
Project Location -City: HUNTINGTON BEACH Project Location-County:ORANGE
Project Description: Slin lineexistin 8 10 12 and 15 inch diameter sewer lines and
rehabiliate existing sewer manholes
*Exempt per Govt. Code Section 6103.
Public Agency Approving Project: City of Huntington Beach
Person or Agency Carrying Out Project: City of Huntington Beach
Exempt Status:
❑ Ministerial (Sec. 21080(h)(1); 15268).
❑ Declared Emergency (Sec. 21080(h)(3); 15269(a)).
❑ Emergency Project (Sec. 21080(b)(4); 15269(h)(c)).
■ Categorical Exemption (Class B ; Section 153LI).
❑ Statutory Exemption (State Code Number
❑ Other (Gow. Code Sec.
LV
Recorded in Official Records, County of Orange
Gary Granville, Clerk -Recorder
!ll�il iil!! lliii ll!!1 iill� 10 liiii 11111111i! IN 1111 101 NO FEE
170 52 Z01 20028500008812:42pm 01128/02
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Reasons why the project is exempt: Projects is excmpt because it consists of
maintenance to existing facilities, which will not increase capacity.
Lead Agency
Contact Person: David Webb Telephone: (714) 536-5431
If filed by applicant:
1. Attach certified document of exem i n finding.
2. Has a Notice of Exe A
tion b fi e by the Public Agency approving the project? Yes No
Signature: Title: City Engineer Date: 01-24-02
■ Signed by Lead Agency P 0 S T E D
❑ Signed by ApplicantFILED
JAN 2 8 2002
JAN 28 ?Hr"
GAAYL. A ViLLE,Clark-Recorder
By WRY t'=DEPIfTY
GARY L. YILLE, Gleric-Recorder
gY DEPUTY
PAa c
.i- %'s
[b iR'K AYE.
yr 11�AFA5
IN AN 5
TA
Ln
OCEAN
h�
Ci
NOT TO SCALE
AVE \AVE.
PROPOSED uN1Nc AREA
EDlNCER AVENUE
`ems
\ WARNER AVENUE
HUNTINGTON HARBOUR LOCATION MAP
CITY OF HUNTINGTON BEACH
DEPARTMENT OF PUBLIC WORKS
RECEIVED
(Name)
7, 0
(Date)
CITY CLERK RECEIPT COPY.
Return DUPLICATE to
Jeffrey Hughes (ext. 6260)
after signing/dating
A CITY OF HUNTINGTON BEACH
INTERDEPARTMENTAL COMMUNICATION
TO: Shari Freidenrich, City Treasurer
ATTN: Jim Slobojan, Deputy City Treasurer
FROM:
DATE:
SUBJECT: Bond Acceptance
I have received the bonds for IN511VFOXM ritopoboWl,
(Company Name)
Faithful Performance Bond No. 17-9 Z5,7 3415
Labor and Material Bond No.
Monument Bond No.
Maintenance Bond No.
fr-1 kX OT �30pdo Na _
Re: Tract No.
CC No. 1 1 7 q
MSC No.
Approved 46-Q3-jx
(Council Approval Date)
— IZ1251345
Agenda Item No.
City Clerk Vault No.
5
IN 600-10
I
I
0
gAj ahlbon dietter. doe
1
CITY OF HUNTINGTON BEACH
2000 MAIN STREET
CALIFORNIA 92648
OFFICE OF THE CITY CLERK
CONNIE BROCKWAY
CITY CLERK
LETTER OF TRANSMITTAL OF ITEM APPROVED BY THE CITY COUNCIL/
REDEVELOPMENT AGENCY OF THE CITY OF HUNTINGTON BEACH
DATE: July 19, 2002
TO: Insituform Technologies, Inc. ATTENTION: Gerald Addington
Name
702 Spirit 40 Park Drive DEPARTMENT:
Street
Chesterfield, MO 63005 REGARDING: Construction Contract
City, State, Zip CC-117 4
See Attached Action Agenda Item E-5 Date of Approval 613102
Enclosed For Your Records Is An Executed Copy Of The Above Referenced Agenda Item.
Remarks:
fS
Connie Brockway
City Clerk
Attachments: Action Agenda Page
x Agreement
x
Bonds x
Insurance
x
RCA
Deed
Other
CC: R. Beardsley
DPW
x
x
x
x
Name
Department
RCA
Agreemeat
Insurance
other
D. Verone
DPW
x
x
x
x
Name
Department
RCA
Agreement
Insurance
Other
S. Freidenrich
Treas
x
x
Name
Department
RCA
Ageememt
Insurance
Other
Name
Department
RCA
Agreement
Insurance
Other
C: Mendoza
. Risk Mgmt
x
x
Name
Department
RCA
Insurance
(Telephone: 714-536-5227 }
FEDERALLY FUNDED CONSTRliCTION CONTRACT
BETWEEN THE CITY OF HLNTL\TGTON BEACH AND
s c.
FOR
X r cc �
THIS AGREEMENT ("Agreement") made and entered into this 3rd day of
June
20_JaZ--� by and between the City of Huntington Beach, a municipal
corporation of the State of California, hereinafter referred to �( as "CITY," and
/
r� is c ...; lam= •
hereinafter referred to as "CONTRACTOR."
WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as
"PROJECT," more fully described as H-U "bbaW M9MJ?= GgyF5r,
(z in the City of Huntington Beach; and
CONTRACTOR has been selected to perform said services,
NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and
exchanged, the parties covenant and agree as follows:
1. STATEy1ENT OF WORK' ACCEPTANCE OF RISK
CONTRACTOR shall complete and construct the PROJECT pursuant to this
Agreement and the Contract Documents (as hereinafter defined) and furnish, at its own cost and
expense, ail labor, plans, tools, equipment, supplies, transportation, utilities and all other items,
services and facilities necessary to complete and construct the PROJECT in a good and workmanlike
manner.
CONTRACTOR agrees to fully assume the risk of all loss or damage arising out of the
nature of the PROJECT, during its progress or prior to acceptance by CITY, from the action of the
elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of
g:karger:sanitation
work, and for all other risks of any description in connection with the work, including, but not limited
to, all expenses incurred bar. arr . _ conseque'r e. gf tht:,su p son ,9t iscmn tinuanc _o f work, except
such as are herein eX�'r "s ly;,sti'�tllat�d _tti rbe=borneylt.C1TY=,hAd fdnweldlarirl,•faithfull; c.c eting the
t • —! i 7' � r . J _: V • � e ;`f f t � E `.J' j 1 I ' 1'J/ , • :
work within the stipulated time and in them 'er`shown-&f- "dAc1n&d in this Agreement, and in
accordance with the requirements of CITY for the compensation set forth in the accepted bid proposal.
2. ACCEPTANCE OF CONDITIONS OF WORK, PLANS SAND SPECIFICATIONS
'AQ11DR: hcknowledges that it is fully familiar with all the terms, conditions and
i fft � 1' ': i'�w`�'��'_.T-_i--� ,.�..�__r._ ..,.. _.. ..�J•- f '�•• y • ��"'• � � �! `' 1��'.� .��+ � iy I =�� •�.: • " •"� � ��� •'•
obligations of this Agreement and the Contract Documents Cas : defined below in this Sactiowt),q- e``' `
location of the job site, and the conditions under which the work is to be performed, and that it enters
into this Agreement based upon its thorough investigation of all such matters and is relying in no way
Y=.., C.. t,![ , .*4-1
,._ '• �p,..: i 1 '
upon any opinions or representations of CITY.
It is agreed that the Contract Documents are ihcorporatedlimo ihi"s -Agraerherit'`q"(tis
reference, with the same force and effect as if the same were set forth at length herein, and that
CONTRACTOR and its subcontractors, if any, shall be bound by the Contract Documents insofar as
they relate in part or in any way, directly or indirectly, to the work covered by this Agreement.
"Contract Documents" as defined herein mean and include:
A. This Agreement;
B. Bonds covering the work herein agreed. upon;
C. The CITY's standard Plans and Specifications and special contractual provisions,
including those on file in the office of the Director of Public Works of CITY and
adopted by the City Council, and any revisions, amendments or addenda thereto;
D. The current edition of Standard Specifications for Public Works Construction,
published by Builders' News, Inc., 10801 National Boulevard, Los Angeles, CA
g:karger:sanitarion
17
90064, and -a11 `artiendments thereto, wr tt-n by fhee `outhal
1.
California chapter of the American Public Works Association and the Southern
California District Associated General Contractors of . the California Joint
Cooperative Committee;
E. Bid documents including the Notice Inviting Bids the Special Instructions to
Bidders and the CONTRACTOR'Sro'ctsai�s',Jli3h� attacYied hereto" - as
Exhibit "A" and incorporated herein by this reference);
F. The particular Plans, Specifications, Special Provisions and Addenda applicable
to the PROJECT. Anything mentioned in the Specifications and not indicated in
the Plans or indicated in the Plans and not mentioned in the Specifications, shall
be of like effect as if indicated and mentioned in both. In case of a discrepancy
1. - between any Plans, Specifications, Special provisions, or Addenda, the matter
shall beimmediately submitted by CONTRACTOR to the Department of Public
Works of CITY- (hereinafter referred to as "DPW"), and CONTRACTOR shall
not attempt to resolve or adjust the discrepancy without the decision of DPW,
save only at its own risk and expense.
Should there be any conflict between the terms of this Agreement and the bid or
proposal of CONTRACTOR, then this Agreement shall control and nothing herein shall be considered
as an acceptance of the terms of the bid or proposal which is in conflict herewith.
3. COMPENSATIQN
CITY agrees to pay and CONTRACTOR agrees to accept as full compensation for the
faithful performance of this Agreement, subject to any additions or deductions made under the
provisions of this Agreement or the Contract Documents, a sum not to exceed
g:karger:sanitation
O1 5 11f
TRr,Pj!:- "WAlyPt r KNpRFJ�
2 T, Dollars (S Z as set forth in the
IOU
Contract Documents, to be paid as provided in this Agreement.
4. COMMENCEMENT OF PROJECT
CONTRACTOR agrees to commence the PROJECT within ten (10) working days after
the 'Notice To Proceed is issued and diligently prosecute the PROJECT to completion within
av,- NVOW U*5 K Q - I RN/F-
from the day the Notice to Proceed is issued by
DPW, excluding delays provided for in this Agreement.
5. TIME OF THE ESSENCE
The parties hereto recognize and agree that time is of the essence in the performance of
this Agreement and each and every provision of the Contract Documents.
CONTRACTOR shall prepare and obtain approval as required by the Contract
Documents for all shop drawings, details and samples, and do all other things necessary and incidental
to the prosecution of its work in conformance with the progress schedule set forth in the Contract
Documents. CONTRACTOR shall coordinate its work with the work of all other contractors,
subcontractors, and CITY forces working on the PROJECT in a mariner that will facilitate the efficient
completion of the PROJECT and in accordance with the terms and provisions of this Agreement.
CITY shall have complete control of the premises on which the work is to be performed and shall have
the right to decide the time and order in which the various portions of the work shall be performed and
the priority of the work of other contractors, subcontractors and CITY forces and, in general, all
matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises.
6. CHANGES
CONTRACTOR shall adhere strictly to the plans and specifications set forth in the
Contract Documents unless a change therefrom is authorized in writing by DPW. CONTRACTOR
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agrees to make any and all changes, furnish materials and perform all work necessary within the scope
of the PROJECT as DPW may require in writing. Under no condition shall CONTRACTOR make any
changes without the prior written order or acceptance of DPW, and CITY shall not pay any extra
charges made by CONTRACTOR that have not been agreed upon in writing by DPW.
When directed to change the work, CONTRACTOR shall submit immediately to DPW
a written cost proposal reflecting the effect of the change. Should DPW not agree to such cost
proposal, the work shall be performed according to the changes ordered in writing by DPW and the
proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by
CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to CONTRACTOR
and the Agreement price will be adjusted upward or downward accordingly.
7. NOTICE TO PROCEED
No work, services, material, or equipment shall be performed or furnished under this
Agreement unless and until a Notice to Proceed has been given to CONTRACTOR by CITY. CITY
does not warrant that the work will be available on the date the '_Notice to Proceed is issued. In the
event of a delay in commencement of the work due to unavailability of the job site, for any reason,
relief to CONTRACTOR shall be limited to a time extension equal to the delay due to such
unavailability.
8. BONDS
Only bonds issued by California admitted sureties will be accepted. CONTRACTOR
shall, prior to its performance of this Agreement, furnish the following two (2) bonds approved by the
City Attorney: One in the amount of one hundred percent (100%) of the Agreement price to guarantee
the CONTRACTOR's faithful performance of the work, and one in the amount of one hundred percent
of the Agreement price to guarantee payment of all claims for labor and materials furnished.
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In addition, CONTRACTOR shall submit to CITY a bond in the amount of one hundred
percent (100%) of the final Agreement price, including all change orders, to warrant such performance
for a period of one (1) year after CITY's acceptance thereof within ten (10) days of filing of the Notice
of Completion.
9. WARRANTIES
CONTRACTOR unconditionally guarantees all work done under this Agreement
including, but not limited to, any workmanship, installation, fabrication, material or structural facilities
constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work,
shall have the option to make appropriate repairs or replace the defective item or items. - Upon
expiration of such ten (10) day period, CITY may then make appropriate repair or replacement at
- CONTRACTOR's risk and own cost and expense.
10. INDEPENDENT CONTRACTOR
It is understood and agreed that CONTRACTOR is, and shall be, acting at all times
hereunder as an independent contractor and not an employee of CITY. CONTRACTOR shall secure at
its own cost and expense, and be responsible for any and all payment of all taxes, social security, state
disability insurance compensation, unemployment compensation and other payroll deductions for
CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection
with the PROJECT and/or the services performed hereunder.
11. LIQUIDATED DAMAGES/DELAYS
It is agreed by the parties hereto that in case the total work called for hereunder is not in
all parts and requirements finished or completed within the number of calendar days as set forth herein,
damage will be sustained by CITY; and that it is, and would be, impractical and extremely difficult to
ascertain and determine the actual damage which CITY would sustain in the event of and by reason of
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such delay. It is, therefore, agreed that CONTRACTOR will pay to CITY, -as liquidated damages and
not as a penalty, the sum of FN& MIJVI?E_ Dollars (S per day for
each and every working day's delay in completing the work in excess of the number of
working/calendar days set forth herein, which represents a reasonable endeavor by the parties hereto to
estimate a fair compensation for the foreseeable damages CITY would sustain in the event of and by
reason of such delay; and CONTRACTOR agrees to pay these damages herein provided, and further
agrees that CITY may deduct the amount thereof from any monies due or that may become due to
CONTRACTOR hereunder.
CONTRACTOR will be granted an extension of time and will not be assessed damages
for any portion of the delay in the completion of the work due to unforeseeable causes beyond the
control and without the fault or negligence of CONTRACTOR, including, but not limited to, acts of
God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather,
or delays of subcontractors due to such causes.
CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay
(unless DPW shall grant a further period of time), notify DPW in writing of the cause of the delay and
CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon
justify the delay; and the decision of DPW shall be conclusive on the parties hereto.
Should CONTRACTOR be delayed in the prosecution or completion of the work by the
act, neglect or default of CITY, or should CONTRACTOR be delayed by waiting for materials
required by this Agreement to be furnished by CITY, or by damage caused by fire or other casualty at
the job site for which CONTRACTOR is not responsible,. or by the combined action of the workers, in
no way caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event
of a lockout by CITY, then the time herein fixed for the completion of the work shall be extended by
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the number of days CONTRACTOR has thus been delayed, but no allowance or extension shall be
made unless a claim-tteref'dr, is presented in wntirig ,to.;CITY,-within fifteen (15) days of the
commencement of such delay.
No claims for additional compensation or damages for delays, irrespective of the cause
thereof, and including without limitation the furnishing of materials by CITY or delays by other
contractors or subcontractors, will be allowed and an extension of time for completion shall be the sole
remedy of CONTRACTOR.
12. DIFFERING SITE CONDITIONS
A. lotice: CON'TRACTOR shall promptly, and before such conditions are
disturbed, notify DPW in writing of:
(1) Subsurface or latent physical conditions at the job site differing
materially_ from those indicated in this Agreement or the Contract
Documents; or
(2) Unknown physical conditions at the job site, of an unusual nature,
differing materially -from those ordinarily encountered and generally
recognized as inherent to work of the character to be performed under
this Agreement. DPW shall promptly investigate the conditions and if it
finds that such conditions do materially so differ and cause an increase or
decrease in the time required for performance of any part of the work
under this Agreement, whether or not changed as a result of such
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conditions, an equitable adjustment shall be made and the agreement
modified in writing accordingly.
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B. . Time Extension: No claim of CONTRACTOR under this Section shall be
allowed unless CONTRACTOR has given the notice • required hereunder
provided, however, the time prescribed therefor may be extended by CITY.
13. VARIATIONS IN ESTIMATED QUANTITIES
The quantities listed in the bid schedule will not govern final payment. Payment to
CON -TRACTOR will be made only for the actual quantities of Agreement items used in construction of
the PROJECT, in accordance with the plans and specifications. Upon completion of the PROJECT, if
the actual quantities used are either more than or less than the quantities listed in the bid schedule, the
bid price shall prevail subject to the provisions of this Section. DPW may, at its sole discretion, when
warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in
payment to CONTRACTOR where the actual quantities used in construction of the PROJECT are in
variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable
adjustment in price or time for completion shall be allowed if asserted after final payment under this
Agreement. If the quantity variation is such as to cause an increase in the time necessary for
completion, DPW shall ascertain the facts and circumstances and make such adjustment for extending
the completion date as in its sole judgment the findings warrant.
14. PROGRESS PAYMENTS
Each month DPW will make an estimate in writing of the work performed by
CONTRACTOR and the value thereof. From each progress estimate, ten percent (10%) will be
deducted and retained by CITY and the remainder of the progress estimate, less the amount of all
previous payments since commencement of the work, will be paid to CONTRACTOR.
When CONTRACTOR has, in the judgment of DPW, faithfully executed fifty percent
(50%) or more of the value of the work as determined from the bid schedule, and if DPW finds that
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satisfactory progress has been and is being made, CONTRACTOR may be paid such sum as will bring
the payments of each month up to one hundred percent (100%) of the value of the work completed
since the commencement of the PROJECT, as determined in its sole discretion by DPW, less all
previous payments and less all previous retained amounts. CITY's final payment to CONTRACTOR,
if unencumbered, or any part thereof unencumbered, shall be made thirty-five (35) days after the
acceptance of the work and the filing of a Notice of Completion by CITY. Payments shall be made on
demands drawn in the manner required by law, each payment to be accompanied by a certificate signed
by DPW, affirming that the work for which payment is demanded has been performed in accordance
with the terms of the Agreement and that the amount stated in the certificate is due under the terms of
the Agreement. Partial payments on the Agreement price shall not be considered as a acceptance of
any part of the work.
15. WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES
At the request and at the sole cost and expense of CONTRACTOR, who shall retain
beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit
therewith of securities equivalent to the amount of any monies withheld by CITY to ensure
performanceunder the terms of this Agreement.
I6. AFFIDAVITS OF SATISFACTION OF CLAIMS
After the completion of the work contemplated by this Agreement, CONTRACTOR
shall file with DPW its affidavit stating that all workers and persons employed, all firms supplying
materials and all subcontractors working upon the PROJECT have been paid in full and that there are
no claims outstanding against the PROJECT for either labor or material, except certain items, if any, to
be set forth in CONTRACTOR's affidavit covering disputed claims, or items in connection with
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Notices to Withhold, which have been filed under the provisions of the statutes of the State of
California.
17. WAIVER OF CLAIMS
The acceptance by CONTRACTOR of the payment of the final certificate shall
constitute a waiver of all claims against CITY under or arising out of this Agreement.
18. INDE1MN; IFICATION, DEFENSE, HOLD HARMLESS
CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless CITY
and the ORANGE COUNTY SANITATION DISTRICT (hereinafter "DISTRICT") respectively, their
officers, elected or appointed officials, employees, agents, and volunteers from and against any and all,
claims, damages, losses, expenses, judgments, demands defense costs, and consequential damage or
liability of any kind or nature, however caused, including those resulting from death or injury to
CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or indirectly
out of the obligations or operations herein undertaken by CONTRACTOR, caused in whole or in part
by any negligent act or omission of the CONTRACTOR, any subcontractors, anyone directly or
indirectly employed by any of them or anyone for whose acts any of them may be liable, including but
not limited to concurrent active or passive negligence, except where caused by the active negligence,
sole negligence, or willful misconduct of the CITY or DISTRICT. CONTRACTOR will conduct all
defense at its sole cost and expense and CITY and DISTRICT shall approve selection of
CONTRACTOR's counsel. CITY and DISTRICT shall be reimbursed for all costs and attorney's fees
incurred by CITY or DISTRICT'in enforcing this obligation. This indemnity shall apply to all claims
and liability regardless of whether any insurance policies are applicable. The policy limits do not act as
a limitation upon the amount of indemnification to be provided by CONTRACTOR.
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19. WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY 1NSURANNCE
Pursuant to California Labor Code Section 1861, CONTRACTOR acknowledges
awareness of Section 3700 et seq. of this Code, which requires every employer to be insured against
liability for workers' compensation; CONTRACTOR covenants that it will comply with such
provisions prior to commencing performance of the work hereunder.
CONTRACTOR shall maintain workers' compensation and employer's liability
insurance in an amount of not less than the State statutory limits.
CONTRACTOR shall require all subcontractors to provide such workers' compensation
and employer's liability insurance for all of the subcontractors' employees. CONTRACTOR shall
furnish to CITY a certificate of waiver of subrogation under the terms of the workers' compensation
and employer's liability insurance and CONTRACTOR shall similarly require all subcontractors to
waive subrogation.
20. INSURANCE
In addition to the workers' compensation and employer's liability -insurance and
CONTRACTOR's covenant to indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a
policy of standard form commercial or comprehensive general liability insurance, including motor
vehicle coverage covering the PROJECT. This policy shall indemnify CONTRACTOR, its officers,
employees and agents while acting within the scope of their duties, against any and all claims arising
out or in connection with the PROJECT, and shall provide coverage in not less than the following
amount: combined single limit bodily injury and property damage, including products/completed
operations liability and blanket contractual liability, of Two Million Dollars (S2,000,000) per
occurrence. If coverage is provided under a form which includes a designated general aggregate limit,
the aggregate limit must be no less than Five Million Dollars (S5,000,000) for this PROJECT or
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alternatively, Two Million Dollars ($2,000,000) aggregate separate for this Agreement. This policy
shall name CITY and DISTRICT, their officers, elected or appointed officials, employees, agents, and
volunteers as Additional Insureds, and shall specifically provide that any other insurance coverage
which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's
insurance shall be primary.
Under no circumstances shall said above -mentioned insurance contain a self -insured retention,
or a "deductible" or any other similar form of limitation on the required coverage.
21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED ENDORSEMENTS
Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish
to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing
insurance coverages as required by this Agreement; the certificates shall:
I. provide the name and policy number of each carrier and policy;
2. state that the policy is currently in force; and
3. promise to provide that such policies will not be canceled or modified without thirty
(30) days' prior written notice of CITY.
CONTRACTOR shall maintain the foregoing insurance coverages in force until the
work under this Agreement is fully completed and accepted by CITY.
The requirement for carrying the foregoing insurance coverages shall not derogate from
the provisions for indemnification of CITY by CONTRACTOR under the Agreement. CITY or its
representative shall at all times have the right to demand the original or a copy of all the policies of
insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance
hereinabove required.
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CONTRACTOR shall provide a separate copy of the additional insured endorsement to
each of CONTRACTOR's insurance policies, naming CITY and DISTRICT, their officers, elected and
appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for
approval prior to any payment hereunder.
- 22. DEFAULT ANC TERNffNATION
. _ If CONTRACTOR fails or refuses to prosecute the work hereunder with diligence, or
fails to complete the work within the time specified, or is adjudged bankrupt or makes an assignment
for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the
Contract Documents, CITY may give CONTRACTOR notice in writing of its intention to terminate
this Agreement. Unless the violation is cured within ten (10) days after such Notice of Intention has
_ been served on CONTRACTOR, CITY may, without prejudice to any other remedy it may have,
terminate this Agreement upon the expiration of that time. Upon such default by CONTRACTOR,
CITY may elect not to terminate this Agreement; in such event CITY may make good the deficiency in
which the default consists and deduct the resulting costs from the progress payments then or to become
due to CONTRACTOR.
If it is subsequently determined by a court of competent jurisdiction that CITY's
termination of this Agreement under this Section was wrongful, such termination shall be converted to
a termination for convenience under Section 23 and any damages shall be assessed as set forth in
4
Section 23.
23. TERMINATION FOR CONVENIENCE
CITY may terminate this Agreement for convenience at any time with or without cause,
and whether or not PROJECT is fully complete upon seven (7) calendar days written notice to
CONTRACTOR. In the event of termination, under this Section CITY shall pay CONTRACTOR for
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value of work in place on the PROJECT through the termination period plus seven and one-half
percent (7 % %) for overhead and profit less all such payments already made. Such payment by CITY
shall be CONTRACTOR's sole and exclusive remedy for termination by CITY for its convenience and
CITY shall have no further obligation to CONTRACTOR.
24. DISPOSITION OF PLANS. ESTIMATES AN-D OTHER DOCL7-ViENTS
CONTRACTOR agrees that upon completion of the work to be performed hereunder, or
upon expiration or earlier termination of this Agreement, all original plans, specifications, drawings,
reports, calculations, maps and other documents pertaining to this Agreement shall be delivered to
CITY and become its sole property at no further cost.
25. NONASSIGNABILITY
CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or
any part hereof, or any right or duty created herein, without the prior written consent of CITY and the
surety.
26. CITY EMPLOYEES AND OFFICIALS
CONTRACTOR shall employ no CITY official nor any regular CITY employee in the
work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial
interest in this Agreement in violation of the California Government Code.
27. STOP NOTICES,• RECOVERY OF ADMINISTRATIVE COSTS
CITY shall be entitled to all reasonable administrative costs and necessary
disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal
document. This obligation shall be provided for in the labor and materials payment bond required of
CONTRACTOR. CITY may charge an administrative fee of One Hundred Dollars (S100) for every
Stop Notice filed in excess of two (2), regardless of whether or not CITY is named in an action to
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enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any
sum or sums owed by CITY to CONTRACTOR under this Agreement.
28. NOTICES
Any notices, certificates, or other communications hereunder shall be given either by
personal delivery to CONTRACTOR's agent (as designated in Section 1 hereinabove) or to CITY as
the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and
depositing the same in the united States Postal Service, to the addresses specified below; provided that
CITY and CONTRACTOR, by notice given hereunder, may designate different addresses to which
subsequent notices, certificates or other communications will be sent:
TO CITY:
City of Huntington Beach
ATTN:
2000 Main Street
Huntington Beach, CA 92648
29. SECTION HEADINGS
TO CONTRACTOR:
The titles, captions, section, paragraph, and subject headings, and descriptive phrases at
the beginning of the various sections in this Agreement are merely descriptive and are included solely
for convenience of reference only and are not representative of maters included or excluded from such
provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect
the construction or interpretation of any provision of this Agreement.
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30. MMIGRATION
CONTRACTOR shall be responsible for full compliance with the immigration and
naturalization laws of the United States and shall, in particular, comply with the provisions of United
States Code Section 1324a regarding employment verification.
31. LEGAL SERVICES SUBCONTRACTING PROHIBITED
CONTRACTOR and CITY agree that CITY is not liable for payment of any
subcontractor work involving legal services, and that such legal services are expressly outside the
scope of services contemplated hereunder. CONTRACTOR understands that pursuant to Huntington
Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY; and CITY
shall not be liable for payment of any legal services expenses incurred by CONTRACTOR.
32. ATTORNEY'S FEES
Except as expressly set forth in Section 18, in the event suit is brought by either party to
construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the
performance hereof, each party shall bear its own attorney's fees and the prevailing party shall not be
entitled to recover its attorney's fees from the non -prevailing party.
33. INTERPRETATION OF THIS AGREEMENT
The language of all parts of this Agreement shall in all cases be construed as a whole,
according to its fair meaning, and not strictly for or against any of the parties. If any provision of this
Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal
or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this
Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly
provided here. As used in this Agreement, the masculine or neuter gender and singular or plural
number shall be deemed to include the other whenever the context so indicates or requires. Nothing
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contained herein shall be construed so as to require the commission of any act contrary to law, and
wherever there is any conflict between any provision contained herein and any present or future statute,
law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall
prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited
only to the extent necessary to bring it within the requirements of the law.
34. GOVERNING LAW
This Agreement shall be governed and construed in accordance with the laws of the
State of California.
35. DUPLICATE ORIGINAL
The original of this Agreement and one or more copies hereto have been prepared and
signed in counterparts as duplicate originals, each of which so executed shall, irrespective of the date of
its execution and delivery, be deemed an original. Each duplicate original shall -be deemed an original
instrument as against any party who has signed it.
36. CONSENT
Where CITY's cons entlapproval is required under this Agreement, its consent/approval
for one transaction or event shall not be deemed to be consent/approval to any subsequent occurrence
of the same or any other transaction or event.
37. CALIFORNIA FAIR EMPLOYMENT AND HOUSING ACT
CONTRACTOR agrees to comply with all requirements and utilize fair employment
practices in accordance with California Government Code Sections 12900 et seq.
38. CALIFORN1 1A PREVAILING WAGE LAW.
A. The CITY has ascertained from the Director of Industrial Relations of the State
of California the general prevailing rate of per diem wages and the general
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prevailing rate for legal holiday and overtime work in the locality in which the
work is to be performed for each craft or type of work needed to execute this
Agreement, and the same has been set forth by resolution on file in the office of
the City Clerk of CITY. CONTRACTOR and any subcontractor under it shall
pay not Iess than said prevailing wage rates to all workers employed on this
public works Agreement, as required by California Labor Code Sections 1771
and 1774. In accordance with the provisions of Section 3700 of the California
Labor Code, CONTRACTOR agrees to secure payment of compensation to
every employee.
B. Pursuant to this Agreement and in accordance with Section 1774 and 1775 of the
California Labor Code, CONTRACTOR shall, as penalty to CITY, forfeit
twenty-five dollars (S25) for each calendar day or portion thereof for each
worker paid (either by CONTRACTOR or any of its subcontractors) less than
the prevailing wage rate established for that particular craft or type of work.
39. CALIFORNIA EIGHT -HOUR LAW
A. California Labor Code, Sections 1810 et seq, shall apply to the performance of
this Agreement; thereunder, not more than eight (8) hours shall constitute one
day's work and CONTRACTOR and each subcontractor employed by its
hereunder, shall not require more than eight (8) hours of labor per day or forty
(40) hours per week from any one person employed by it hereunder, except as
stipulated in Califomia Labor Code Section 1815. CONTRACTOR and each
subcontractor employed by it hereunder shall, in accordance with California
Labor Code Section 1812, keep an accurate record, open to inspection at all
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reasonable hours, showing. the name and actual hours worked each calendar day
and each calendar week by each worker employed in connection with the
PROJECT.
B. Pursuant to this Agreement and in accordance with California Labor Code
Section 1813, CONTRACTOR shall, as a penalty to CITY, forfeit twenty-five
dollars ($25) for each worker employed hereunder by CONTRACTOR or any
subcontractor- for each calendar day during which such worker is required or
permitted to work more than eight (8) hours in any one (1) calendar day or forty
(40) hours in any one (1) calendar week in violation of California Labor Code
Section 1815.
40. PAYMENT OF TRAVEL AN. D SUBSISTENCE ALLOWANCE
Section 1773.8 of the California Labor Code, regarding the payment of travel and
subsistence allowance is applicable to this PROJECT.
41. EMPLOYMENT OF APPRENTICES
Section 1777.5 of the California Labor Code, regarding the employment of apprentices
is applicable to this PROJECT.
42. -; PAYROLL RECORDS
CONTRACTOR agrees to keep accurate payroll record showing the name, address,
social security number, work classification, straight time and overtime hours worked each day and
week, and the actual per diem wages paid to each journeyman, apprentice or worker employed by it in
connection with the PROJECT and agrees to require each of its subcontractors to do the same.
CONTRACTOR further agrees that its payroll records and those of its subcontractors, if any, shall be
available at all reasonable times to the CITY, and the employee or his representative, and the Division
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of Labor Standards Enforcement and the Division of Apprenticeship Standards, and to comply with all
of the provisions of California Labor Code Section 1776, in general.
43. FEDERAL PARTICIPATION
The PROJECT pursuant to which the work covered by this Agreement is being executed
is being assisted by the United States of America. Several Agreement provisions embodied herein are
included in this Agreement in accordance with the provisions applicable to such federal assistance. As
federal funds are financing all or part of this work, all of the statutes, rules and regulations promulgated
by the Federal Government and applicable to the work will apply, and CONTRACTOR agrees to
comply therewith.
44. DAVIS-BACON ACT
CONTRACTOR agrees to pay and require all subcontractors to pay all employees on
said PROJECT a salary or wage at least equal to. the prdVailing rate of per diem wage as determined by
the Secretary of Labor in accordance with the Davis -Bacon Act (40 USC Section 176a, et seq.) for each
craft or type of worker needed to perform this Agreement. CONTRACTOR agrees to comply with all
applicable federal labor standards provisions; said provisions are incorporated herein by this reference.
45. DISCRIMINATION, IyIItiORITIES, ALIENS
CONTRACTOR shall not discriminate nor allow its employees, agents, principals, or
subcontractors to discriminate against any employee or applicant for employment on the basis of race,
religious creed, national origin or sex. CONTRACTOR shall take affirmative steps to hire local
qualified minority individuals when job opportunities occur and utilize local business firms when
possible.
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46. EQUAL EMPLOYMENT OPPORTUNITY
The CONTRACTOR will comply with all provisions of Executive Order 11246,
entitled "Equal Employment Opportunity," and amended by Executive Order 11375, and as
supplemented in Department of Labor regulations (41 CFR part 60).
- CONTRACTOR is required to have an affirmative action plan which declares that it
does not discriminate on the basis of race, color, religion, creed, national origin, sex or age to ensure
equality of opportunity in all aspects of employment.
Section 503 of the Rehabilitation Act of 1973 (29 USC Section 701, et seq.) prohibits
job_ discrimination because of handicap and requires affirmative action to employ and advance in
employment qualified handicapped workers.
Section 402 of the Vietnam Era Veterans Readjustment Assistance Act of 1974 (38
USC Section 219 et seq.) prohibits job discrimination and requires affirmative action to comply and
advance in employment (1) qualified Vietnam veterans during the first four (4) years after their
discharge and (2) qualified disabled veterans throughout their working life if they have a thirty percent
(30%) or more disability.
To ensure compliance with these requirements, the CONTRACTOR shall provide the
CITY its written affirmative action plan prior to commencement of work. The CONTRACTOR is
required to provide the CITY with a listing of its subcontractors together with a completed affirmative
action program from each subcontractor when applicable.
47. COPELAND "ANTI -KICKBACK" ACT
CONTRACTOR and its subcontractors shall comply with the provisions of the
Copeland "Anti -Kickback" Act (18 USC Section 874), as supplemented in Department of Labor
regulations, which Act provides that each shall be prohibited from including, by any means, any person
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employed in the construction, completion, or repair of public work, to give up any part of the
compensation to which he is otherwise entitled.
48. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT
The CONTRACTOR shall comply with the provisions of Section 103 and 107 of the
Contract Work Hours and Safety Standards Act (40 USC 327 et seq.) as supplemented by Department
of Labor regulations (29 CFR, part 5). Under Section 103 of the Act each CONTRACTOR shall be
required to compute the wages of every mechanic and laborer on the basis of a standard workday of
eight (8) hours and standard workweek'of forty (40) hours. Work in excess of the standard workday or
workweek is permissible provided that the worker is compensated at a rate of not less than 1-1/2 times
the basic rate of pay for all hours worked in excess of eight (8) hours in any calendar day or forty (40)
hours in the workweek. Section 107 of the Act is applicable to construction work and provides that no
laborer or mechanic shall be required to work in surroundings or under working conditions which are
unsanitary, hazardous, or dangerous to his health and safety as determined under construction, safety
and health standards promulgated by the Secretary of Labor. These requirements do not apply to the
purchase of supplies or materials or articles ordinarily available on the open market or contracts for
transportation.
49. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION
CONTROL ACT.
A. CONTRACTOR stipulates that all facilities to be utilized in the performance of
this Agreement were not listed, on the date of Agreement award, on the United
States Environmental Protection Agency (EPA) List of Violating Facilities,
pursuant to 40 CFR 15.20.
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B. The CONTRACTOR agrees to comply with all of the requirements of Section
114 of the Clean Air Act and section 308 of the Federal. Water Pollution Control
Act and all regulations and guidelines listed thereunder.
C. The CONTRACTOR shall promptly notify the CITY of the receipt of any
communication from the Director, Office of Federal Activities, EPA, indicating
that a facility to be utilized pursuant to this Agreement is under consideration to
be listed on the EPA List of Violating Facilities.
.. D. The CONTRACTOR agrees to include or cause to be included the requirements
of paragraph (a) thorough (d) of this section in every nonexempt subcontract,
and further agrees to take such action as the Government may direct as a means
of enforcing such requirements.
50. ENERGY CONSERVATION
Agreements with federal participation shall recognize mandatory standards and policies
relating to energy efficiency which are contained in the state energy conservation plan issued in
compliance with the Energy Policy and Conservation Act (42 USC Section 6201, et seq.).
51. HOUSING AND URBAN DEVELOPMENT
CONTRACTOR agrees to comply with any and all rules, regulations, guidelines,
procedures and standards of the United States Department of Housing and Urban Development and
complete any and all reports and forms that may be required in accordance therewith.
52. ENTIRETY
The foregoing, and Exhibit "A" attached hereto, set forth the entire Agreement between
the parties. No waiver or modification of this Agreement shall be valid unless in writing duly executed
by both parties.
g:karger:sanitation
The parties acknowledge and agree that they are entering into this Agreement freely and
voluntarily following extensive arm's length negotiations, and that each has had the opportunity to consult
with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no
representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by
that party or anyone acting on that party's behalf, which are not embodied in this Agreement, and that that
party has not executed this Agreement in reliance on any representation, inducement, promise, agreement,
warranty, fact or circumstance not expressly set forth in this Agreement.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and
through their authorized offices the day, month and year first above written.
CONTRACTOR CITY OF HU TINGTON BEACH, a municipal
InWuform Fschnol�Tii s, Inc., corporation ofthe State ofCalifomia
a e_aware rpora �
70Spirit 40 Park Dr.
By:
Gerald Addington, Vice President
P- M n n n .., n At:
print name _
'JI&=(.-�e one) Chairman/Presiden ice
AND
0
Denise L. Carroll, Contracting
Vat name
Mayor
ATTEST:
City.Clerk 07-11- OZ T --- — -
APPROVED AS TO FORM:
City Attorney
ITS: (circle one) Secretary/Chief Financial AND APPR ED:
ontracting and Attesting � � .
Director of Public Works
REVIEWED AND APPROVED:
tv Administrator
g:karger:sanitation
INSITUFORM TECHNOLOGIES, INC.
SECRETARY'S CERTIFICATE
I HEREBY CERTIFY that I am the duly elected and qualified Secretary of Insituform
Technologies, Inc., a Delaware corporation (the "Corporation').
I FURTHER CERTIFY that the Board of Directors of the Corporation has duly appointed
the following persons as officers of the Corporation to serve in the capacity indicated:
Anthony W. Hooper, Chairman of the Board, President and Chief Executive Officer
Carroll W. Slusher, Vice President — North America
I FURTHER CERTIFY that the following is a true and correct excerpt from the By-laws
of the Corporation:
"The officers of the corporation shall be a chairman of the board, a vice chairman
of the board, a president, one or more senior vice presidents, one or more vice
presidents, a secretary and a treasurer, each of whom shall be elected by the
directors. Such other officers and assistant officers as may be deemed necessary
may be elected by or appointed by the directors. In addition, the president may
from time to time appoint such officers of operating divisions, and such
contracting and attesting officers, of the corporation as he may deem proper, who
shall have such authority, subject to the control of the directors, as the president
may from time to time prescribe."
I FURTHER CERTIFY that the President of the Corporation has, pursuant to the above
authority, duly appointed (a) Gerald Addington to the position of Vice President -- Project
Management, (b) Charles Nance to the position of Vice President — Production, (c) Jerry Gordon
to the position of Vice President — Sales & Marketing, (d) H.'DougIas Thomas to the position of
Vice President — Project Support and (e) Joann Smith and Denise L. Carroll as Contracting and
Attesting Officers of the Corporation. Each of the foregoing have been fully authorized and
empowered by the President of the Corporation: "(i) to certify and to attest the signature of any
officer of the Corporation, (ii) to enter into and to bind the Corporation tq, perform pipeline
rehabilitation activities of the Corporation and all matters related thereto, including the
maintenance of one or more offices and facilities of the Corporation, (iii) to execute and to
deliver documents on behalf of the Corporation and (iv) to take such other action as is or may be
necessary and appropriate to carry out the projects, activities and work of the Corporation."
IN WITNESS WHEREOF, I have hereunto affixed my name as Secretary, this 8th day of
May, 2002.
Insituform Technologies, Inc.
By:
ThomasW. A. Cook
Vice President, General Counsel & Secretary
LAAppts & Certs%Secy Cert (Dnom1s)050802.doc
;EMIsr' At
SECTION C
PROPOSAL
for the
HUNTINGTON HARBOUR SEWER PROJECT
PHASE II
Within an area bounded by
EDINGER AVENUE TO THE NORTH, ALGONQUIN STREET TO THE EAST,
WARNER AVENUE TO THE SOUTH AND EDGEWATER STREET TO THE WEST.
CASH CONTRACT No. 1174
in the
CITY OF HUNTINGTON BEACH
TO THE HONORABLE MAYOR AND MEMBERS OF THE COI;NCIL OF
HUNTINGTON BEACH:
In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees
to perform all the work therein described, and to furnish all labor, material, equipment and
incident insurance necessary therefor, in accordance with the plans and specifications on file in
the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to
perform the work therein to the satisfaction of and under the supervision of the City Engineer of
the City of Huntington Beach, and to enter into a contract at the following prices. The
undersigned agrees to complete the work within 160 working days, including material delivery,
starting from the date of the Notice to Proceed.
BIDDER declares that this proposal is based upon careful examination of the work site, plans,
specifications, Instructions to Bidders and all other contract documents. If this proposal is
accepted for award, BIDDER agrees to enter into a contract with AGENCY at the, unit and/or
lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to
enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of
the guaranty accompanying this proposal.
BIDDER understands that a bid is required for the entire work, that the estimated quantities set
forth in the Bid Schedule are solely for the purpose of comparing bids and that final
compensation under the contract will be based upon the actual quantities of work satisfactorily
completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE
CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant
expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid
opening date. If at such time the contract is not awarded, the AGENCY w i re t all bids d
lns! 5ormefechnologies,�nc.
C"t Clieste4ield, MO 63005
will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall
govern over extended amounts, and words shall govern over figures.
If a«yarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in
executing the required contract and filing the necessary bonds and insurance certificates within
10 Nvorking days after the date of the AGENCY's notice of award of contract to the BIDDER, the
proceeds of the security accompanying this bid shall become the property of the AGENCY and
this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void.
Accompanying this proposal of bid, findBidders Bondin the amount of gen (10%) ar*ffiEfl.- of bid
said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice
Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified
Check", or "Bidder's Bond", as the case may be).
Bidder shall signify receipt of all Addenda here, if any:
.addenda .Vo.
Date Received
Bidder' Si nature
#1
4/19/02
lnsiluf�rm. Ta', ,: 1009s, fnc.
V
C, Est 3u1i5
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xtended
...... .......
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-
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-:Unit Price
... .....
1
1
Mobilization of cquipm-rit & materials
lump sum
9
S
Per lump sum
2
1
Traffic Control per Specs.
ILLMP SUM
@ Dollars
S-2.000—,
S 2,000
Pcr lump sum
3
1
Denwbili=Lion of equipment materials
lump sum
@ Dollars
S 3-01710
S 3-000
Per lure p sum
4
6527
Line 15"pipe per Specs,
00
i.ta,
tMA Dollars
$
Cents
Per I.C.
5
344
Line 12" horqPC Prr Specs.
1.
Dollars
S 4on
S _123,98
/VL4:> Cents
Per IS
6
3081
Lille I V host pipe per Specs.
Dollars
$
no
@
Cents
Per III
7
29737
Line 811 host OIPC per Specs.
rp
1. f.
Q Dollars
s 7$
s Wz,W&
Cents
Per Lf.
8
676
Re -open 3 lee lateral per Specs-
Dollars
S 5i2
M
Cents
Per ca.
9
102
Grind protruding lateral per Cky rcqtiIrFff=nU.
ca.
@ C)UA. Dallars
S
S A& j366
CC"U
Per ca.
10
1
kernavc & RcpluecClean-Out per spew.
Dollars
S24
$
Cear
Per tn.
11
1921
Rehabilitate Manhole per Specs
VI
QA2A!:Lt34 Lb;&_Dollars
% I U
S u35t'-
S 2.,t+ 5,; 05
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I
If= Om Amount Bid irt Ftgures: 1. GI &2-1 0-
Total Amount Bid in Words: 4naga- 0-0-
k wo Al2 4alf
Insituform Technologies, InC
C-Is (Addendum T) -L JP'.'Q 4u rark Dr.
Lesterfield, MO 63005
LIST OF SUBCONTRACTORS
In accordance with Government Code Section 4104, the Bidder shall set forth the name and
business address of each subcontractor who will perform work or render service to the bidder on
said contract in an amount in excess of one-half of one percent of the total bid and the portion of
the work to be done by such subcontractor.
Portion
of Work I
Name and Address of Subcontractor
State License
Number
Class
�►�n
--- �
8 2 (p7 Zli
G __AG
G4 z.
&It UAMM - hzQ&.A Au�e
'1(&( 39510L.
C_ a4>
4 2 ram- V 2.
L - a00 -78 -- -7 4-7
wta� �o
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�3 �^7 9
A
L .
CA R2&LP
By submission of this proposal, the Bidder certifies:
1. That he is able to and will perform the balance of all work which is not covered in the
above subcontractors listing.
2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds
furnished by subcontractor for this project.
lnsitoform Technofogies, lnc.
C-3 Ches;er+: iefd, 100 63005
City of Huntington Beach
Public Works Department
2000 Main Street
Tel. (714) 536-5431, Fax (714) 374-1573
ADDENDUM NUMBER ONE
For
HUNTINGTON HARBOUR SEWER PROJECT PHASE 11
CC-1174
April 17, 2002
Nonce To All Bidders:
Please note the following revision to the Project SpecHlcatiens, and Technical Provisions:
PROJECT BID SCHEDULE
Remove existing page GIs, and Insert attached page C-Is (Addendum 1)
Any deviation from this notlficatlon procedure must be approved by the Engineer.
This modification does not change the Engineer's EsUrnate for this project.
This is to acknowledge receipt and review of Addendum Numbe one, dated April 17, 2002.
Insituform Technologies, Inc.
Company Name By Gerald Adding n, Vice�t—
Project Management
April 19, 2002
Dete
All bidders must acknowledge the recelpt of this Addendum with your bid proposal.
Should you have any questions regarding this Addendum, please call Todd Broussard at (714) 536-5247.
rMWJ JL14— L JDIJJ 6)k- nJL:JL-P UJUJL:J
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.
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I
Mobilization of cquipnwnt & materials
lump sum
@ Dollars
s _jnoo
S mon
Per lump sum
2
I
Traffic Control per
lump SUM
j
@ 'Dalian
s 2,nno
S 2,000
Per lump sum
3
—
1
Dernobilization of equipment & =1crials
lump sum
6 Dollars
S lf)nn
s 3,000
Per lump sum
4
6527
Line 15" host pipe per Spent;.
Lf
Doll2rs
5
S
Cents
Por I.F.
5
344
Line 12" has L fjpe tier SPtC.S.
1. C
Q Dollum
S
Coats
Per IS
6
3081
Linc I a" hait pipe per Specs.
1.f.
Qn Dollars
5
$_
Cents
Per Lf.
7
29737
Una B" host pipe per Spces_
1.
@ Dalian
S
S
Cents
Per IS
8
676
Re -open service lateral per Specs.
I
ea.
Q Dollars
S
Cents
Per ca.
9
102
Grind protruding lateral per City rcquirrnzw3.
ca.
Q Dollars
S
S
Cow
Per ca.
10
1
Rernnwo & Rrplacc Clcan-Out per specs.
ea
Q Dollars
S
16
Cents
Per ca.
11
1821
RchalbRitate Manhole per Specs.
v,f
Qa Dollars
S
Cents
Per VS
Total Wmount Bid in Figurcs: S
Total Amount Bid in Words;
C-Is (Addendurn r)
CNA INSURANCE COMPANIES
CNA Plaza, Chicago. Illinois 60685
:ire
KNOW ALL MEN BY THESE PRESENTS: That we Insituform Technologies, Inc.
, Principal,
And National Fire Insurance Company of Hartford , Surety,are held and firmly bound
unto City of Huntington Beach, CA
Obligee,
in the sum of Ten percent of the amount of the bid
Dollars (10% of amount bid) ,
for the payment of which we bind ourselves, our legal representatives, successors and assigns,
jointly and severally, firmly by these presents.
WHEREAS, principal has submitted or is about to submit a proposal to Obligee on a contract
for Huntington Harbour Sewer Project Phase II Cash Contract No, 1174
NOW, THEREFORE, if the said contract be awarded to Principal and Principal shall, within
such time as may be specified, enter into the contract in writing and give such bond or bonds as
may be specified in the bidding or contract documents with surety acceptable to Obligee; or if
Principal shall fail to do so, pay to Obligee the damages which Obligee may suffer by reason of
such failure not exceeding the penalty of this bond, then this obligation shall be void; otherwise to
remain in full force and effect.
Signed, sealed, and dated this 23
G-23054-D
CNA
Ptw A II du• I.UmsulLinenu; You M.du'
day of April , 2002 .
Insituform Technologies, Inc.
Principal
By:4�am
/Z/—(Seal)
Gerald Addington,Vice Presid nt-Project Manag-�Hlent
National Fire Insurance Company of Hartford
Surety
By: �<MU'QM4^ a _ -- (Seal)
Kathleen A. Petchulat, Attorney -in -fact
Insituform Techno'ngies. Inc.
702 Spirit dO F�i!R Dr.
Chesterfield, N10 63005
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT N[ ,P_-
$"ale o, Missouri
Gojni;IJ of St. Louis
C1'1 A aril 23, 2002 before me, Deborah M. Jennings
DOf AAN[ 11%E: OF OFFICER. E G 'JANE DOE. NCI^Llr PUBS:C-
perS4•ral`v appeared Kathleen A. Petchulat Attornev in fact of National Fire Insurance Comnanv of
N-vEcs-o, Harford
�I persor.a1ty knov.,ri to rIe - OR - ' proved to me or: the basis of satisfactory evidence
to be the persons) :hose name(s) is/are
subscribed to the r: ithin instrument and ac-
knovr!edaed to me that he'
'she ihev executed
the same in nis;heritheir authorized
capacily'ies), and that by "Iislherltheir
sionature(s) on the instrument the person(s),
cr tre en„iv _:Pon: behalf of whic`: the
.erson(s) acted. executed the instrument.
DEBORAH M. JENNINGS
Notary Public — Notary Seal
State of Missouri
City of St. Louis
My Commission Exp. 07/13/2002
OPTIONAL
-' hvUC" :ne da:a �eiov. :S no::e^:J:.'ec b% law. . ^at prove :a-:,at�.e 1C reiy.nC Or ;.'IE tlOtuTert and could preven!
;rau Via" ac lm2r; C' 1`'::S I0rrn
CAPACITY CLAIMED BY SIGNER
Ir%QlVIDUAL
COnPO•iATE 0=r'!,C=_R
n1LEIS1
r�,�.TrJcRiG? i �SrAl-ED
G GENERA;
T; 'JSTEEIs'
GUARDAN!CONSEAVATOR
07HER:
SIGNER IS REPRESENTING:
NAME O� PERSON;S Or,
National Eire Insurance Corn mlv of Hartford
DESCRIPTION OF ATTACHED DOCUMENT
Aid Bond
TITLE OR TYPE OF DOCUMENT
I page bond__
NU DER OF PAGES
April 23, 2002
DATE OF DOCUMENT
SIGNER(S) OTHER THAN NAIAED ABOVE
0199i NA710NA- r.p7Anv ASSCciA. Ir�N • 6236 Fe•r:.•ne. Ave., P_C 130K 7164 - Canopa Park. CA 9'309.7164
lnsitf�form Technologies, Inc.
702 Spirt 40 Perk Dr,
Chesterfield, MO 63005
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT
Know All Men By These Presents, That Continental Casualty Company, an Illinois corporation, National Fire insurance Company of
Hartford, a Connecticut corporation, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania corporation (herein called
"the CNA Companies"), are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois,
and that they do by virtue of the signatures and seals herein affixed hereby make, constitute and appoint
Stephen E. Ricci, Thomas C. Ricci, Jr., Kathleen A. Petchulat, Kathleen M. Hoffard, Individual)
of Creve Coeur, Missouri
their true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf
bonds, undertakings and other obligatory instruments of simitar nature
— In Unlimited Amounts ---
and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations
and all the acts of said Attorney, pursuant to the authority hereby given is hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse
hereof, duly adopted, as indicated, by the Boards of Directors of the corporations.
In Witness Whereof, the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to
be hereto affixed on this .19th day of March, 2002.
wcr` jPD*-4NEAL Y 18g7
Continental Casualty Company
National Fire Insurance Company of Hartford
American Casualty Company of Reading, Pennsylvania
Michael Gengler Group Vice President
State of Illinois, County of Cook, ss:
On this 19th day of March, 2002, before me personally came Michael Gengler to me known, who, being by me duly sworn, did depose and
say: that he resides in the City of Chicago, State of Illinois; that he is a Group Vice President of Continental Casualty Company, an Illinois
corporation, National Fire Insurance Company of Hartford, a Connecticut corporation, and American Casualty Company of Reading,
Pennsylvania, a Pennsylvania corporation described in and which executed the above instrument; that he knows the seals of said corporations;
that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of
Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of
said corporations.
'OFFICIAL SEAL' ,
DIANE FAULKNER
Notary Public, State of III in'it
My Commission Expires 4/17105
My Commission Expires September 17, 2005 Diane Faulkner Notary Public
CERTIFICATE
I, Mary A. Ribikawskis, Assistant Secretary of Continental Casualty Company, an Illinois corporation, National Fire Insurance Company of
Hartford, a Connecticut corporation, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania corporation do hereby certify
that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of
the corporations printed onthe4vagie hereof is sti I force -In testimony whereof I havA hereunto subscribed my name and affixed the seal of
the said corporations this day of
a'o►►sW� tltSuq� Continental Casualty Company
pors►orurr �seWT National Fire Insurance Company of Hartford
American Casualty Company of Reading, Pennsylvania
Qv SEAL V.Cis
1902 �
Vogl t1A
(Rev. 10111 /01)
Mary A. Ribikawskis Assistant Secretary
Iflsituform Tecil f):;)�les. Inc.
7.12 it . r
Chesterfiefd, fifty 63065
Authorizing By -Laws and Resolutions
ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY:
This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the Board of
Directors of the Company.
"Article IX --Execution of Documents
Section 3. Appointment of Attorney -in -fact. The Chairman of the Board of Directors, the President or any Executive, Senior or
Group Vice President may, from time to time, appoint by written certificates attomeys-in-fact to act in behalf of the Company in the
execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attomeys-in-fact, subject to
the limitations set forth in their respective certificates of authority, shall have full power to bind the Company by their signature and
execution of any such instruments and to attach the seal of the Company thereto. The Chairman of the Board of Directors, the
President or any Executive, Senior or Group Vice President or the Board of Directors, may, at any time, revoke all power and authority
previously given to any attorney -in -fact.'
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of
Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
"Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may
be affixed by facsimile on any power of attorney granted pursuant to Section 3 of Article IX of the By -Laws, and the signature of the
Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and
any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so
executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is
attached, continue to be valid and binding on the Company."
ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA:
This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the Board of
Directors of the Company.
"Article W—aecutlon of Obligations and Appointment of Attorney -in -Fact
Section 2. Appointment of Attomey-in-fact. The Chairman of the Board of Directors, the President or any Executive, Senior or
Group Vice President may, from time to time, appoint by written certificates attorneys -in -fact to act in behalf of the Company in the
execution of policies of insurance, bonds, undertakings and other obligatory instruments of like nature. Such attorneys -in -fact, subject to
the limitations set'forth in their respective certificates of authority, shall have full power to bind the Company by their signature and
execution of any such instruments and to attach the seal of the Company thereto. The President or any Executive, Senior or Group Vice
President may at any time revoke all power and authority previously given to any attomey-in-fact."
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of
Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
"Resolved, that the signature of the President or any Executive, Senior or Group Vice President and the seal of the Company may
be affixed by facsimile on any power of attorney granted pursuant to Section 2 of Article VI of the By -Laws, and the signature of the
Secretary or an Assistant Secretary and the seal of the Company may be affixed by facsimile to any certificate of any such power and
any power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so
executed and sealed and certified by certificate so executed and sealed shall, with respect to any bond or undertaking to which it is
attached, continue to be valid and binding on the Company."
ADOPTED BY THE BOARD OF DIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD:
This Power of Attorney is made and executed pursuant to and by authority of the following Resolution duly adopted on February 17,
1993 by the Board of Directors of the Company.
"RESOLVED: That the President, an Executive Vice President, or any Senior or Group Vice President of the Corporation may, from
time to time, appoint, by written certificates, Attomeys-in-Fact to act in behalf of the Corporation in the execution of policies of insurance,
bonds, undertakings and other obligatory instruments of like nature. Such Attomey-in-Fact, subject to the limitations set forth in their
respective certificates of authority, shall have full power to bind the Corporation by their signature and execution of any such instrument
and to attach the seal of the Corporation thereto. The President, an Executive Vice President, any Senior or Group Vice President or
the Board of Directors may at any time revoke all power and authority previously given to any Attomey-in-Fact.'
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following _Resolution adopted by the Board of
Directors of the Company at a meeting duly called and held on the 17th day of February, 1993.
"RESOLVED: That the signature of the President, an Executive Vice President or any Senior or Group Vice President and the seat
of the Corporation may be affixed by facsimile on any power of attorney granted pursuant to the Resolution adopted by this Board of
Directors on February 17, 1993 and the signature of a Secretary or an Assistant Secretary,and the seal of the Corporation may be
affixed by facsimile to any certificate of any such power, and any power or certificate bearing such facsimile signature and seal shall be
valid and binding on the Corporation. Any such power so executed and sealed and certified by certificate so executed and sealed, shall
with respect to any bond or undertaking to which it is attached, continue to be valid and binding on the Corporation."
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of Missouri -
County of St. Louis
On April 23, 2002 beforeme. Denise L. Carroll
DLTr N&WE TITLE OF OCFICEA • E G.'-S•ME DOE. NOTwA% PUBLIC'
personally appeared Gerald Add.irt_gton, Vice President -Project Managme
® personally knov,m to me - OR - ❑ proved to me on the basis of satisfactory evidence
to be the person(s) whose name(s) is/are
subscribed io the within instrument and ac-
knowledged to me that he/she/they executed
i the same in histher/their authorized
�`SeL.CA,gq�`;�a�ttltlt+rrlrll�gf capacity(ies), and that by his/her/their
�q�.��sstoNF�A�l�% signatures) on the instrument the person(s),
or the entity upon behalf of which the
Dersoxrf"s) acted, executed the instrument.
5 - NOTARY SEAL
,A
�i�9` ��de5�e.• .`�5`�
OPTIONAL
Though the data Below 1s not required By lam'. I,. may prove valuable to persons relv+ng on the document and could prevent
fraudulent rearachmen; of this form.
CAPACITY CLAIMED BY SIGNER
0 INDIVIDUAL
DESCRIPTION OF ATTACHED DOCUMENT
{� CORPORATE OFFICER 1 id Bond
Vice President —Project Management
TITLE OR TYPE OF DOCUMENT
71TLEM
❑ PARTNER(S) ❑ LIMITED
❑ GENERAL
L ATTORNEY -IN -FACT
❑ TRUSTEE($)
❑ GUARDIANICONSERVATOR
❑ OTHER.
SIGNER IS REPRESENTING:
NAME Of KPSQNlS) DA EbrTMlrE51
Insituform Technologies, Inc.
1 page bond
NUMBER OF PAGES
A
DATE OF DOCUMENT
SIGNER(S) OTHER THAN NAMED ABOVE
01993 N7.TtONAL NOTARY ASSOCIATION - 02 Rommel Ave.. P.O.00Y 7184 - Canopa Park. CA 91308-718dL
�tslt�fa,m gies, Inc.
BIDDER'S CERTIFICATION*
HOUSING AND URBAN DEVELOPMENT ACT OF 1968 AS AMMENDED IN 1992,
SECTION 3 TITLE 24, Code of Federal Regulations, Part 135*
Economic Opportunities for Low and Very Low -Income Persons
The bidder, under penalty of perjury, certifies that except as noted below, any person associated
therewith in the capacity of owner, partner, director, officer, or manager (initial the applicable
selectiom):
Will ensure that 10% of all new hires as a result
of this project shall meet all requiremnents of
Section 3 of CFR Part 135 of the HUD Act of
�j nn 1968; or
1 �l Will hire no new employees in conjunction with
this project.
Will award 10% of its sub -contracts to Section 3
businesses.
This certification shall apply to the prime contractor's sub -contracts related to this project.
Contractor: Insituform Technologies, Inc.
Contact Person: Gerald Addington
Contact Phone: 636-530-8000
Signed: C
Date: Gera;Vifjytc�bopce P esident--Project Management
*Note: The above certification is required by the Department of Housing and Urban
Development (24 CFR 135 and Subtitle A et al) and must be submitted by the bidders and
proposed sub -contractors only in connection with contracts and subcontracts which are subject to
Section = of the 1968 Housing and Urban Development Act, as amended in 1992 (HUD).
Previous non-compliance with Section 3 could result in dis ualification.
Insittiform Technologies, Inc.
702 Spirit 40 Park Cyr.
Chesterfield, MO 6305
C- 12
NONCOLLUSION AFFIDAVIT
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
State of9#%"7A
1ssouri
ss.
County of ®fa
St. Louis
Gerald Addington , being first duly sworn, deposes and say that he or she is
Vice President —Project anageenisituform Technologies ,TnemS,eparty making
the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed
person, partnership, company, association, organization, or corporation; that the bid is genuine
and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any
other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired,
connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall
refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by
agreement, communication, or conference with anyone to fix the bid price, or that of any other
bidder, or to secure any advantage against the public body awarding the contract of anyone
interested in the proposed contract; that all statements contained in the bid are true; and, further,
that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown
thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will
not pay fee to any corporation, partnership, company association, organization, bid depository, or
to any member or agent thereof to effectuate a collusive or sham bid.
Subscribed and sworn to before me this 23
NOTARY PUBLIC
Insituform Technologies,Inc.
Name of Bidder
/ � a�'� I/
Signature of Bidder
Gerald Addington,Vice President -Project
702 Spirit 40 Park Drive Management
Chesterfield, MO 63005
enise L. Carroll
Address of Bidder
day of April 2002
oS
,,a��tirmrrrrrr /
Q0 �MisS�oy. 0l�'%
Yc,Q��4erS�A9.�
•�o�
n NOTARY SEAL
C4 �11SIt.�i;�,' . r ��, ^_�/ZIC
�!1 t� II
3v
UTILITY AGREEMENT
HONORABLE MAYOR AND CITY COUNCIL
CITY OF HUNTINGTON BEACH, CALIFORNIA
Gentlemen:
The undersigned hereby promises and agrees that in the performance of the work specified in the
contract, known as the HUNTINGTON HARBOUR SEWER PROJECT PHASE 11; CC-
1174, (1)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in
proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is
defined in Title S, California Administrative Code, Section 2700, as follows:
"Qualified Person: A person who, by reason of experience or instruction, is familiar with the
operation to be performed and the hazards involved. "
The undersigned also promised and agrees that all such work shall be performed in accordance
with all applicable electrical utility company's requirements, Public Utility Commission orders,
and State of California Cal -OSHA requirements.
The undersigned further promises and agrees that the provisions herein shall be and are binding
upon any subcontractor or subcontractors that may be retained or employed by the undersigned,
and that the undersigned shall take steps as are necessary to assure compliance by any said
subcontractor or subcontractors with the requirements contained herein.
Date: April 23, 2002
Insituform Technologies, Inc.
Contractor
By Gerald Addington
Vice President -Project Manageme t
Title
Insituform Technologies. Inc.
702 Spirit 40 Park Dr.
Eiiesterfieid, 1110 63005
C-5
DISQUALIFICATION QUESTIONNAIRE+
In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty
of perjury, the following questionnaire.
QUESTIONNAIRE
Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary
interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or
completing a Federal, State or local government project because of a violation of law or a safety
regulation?
❑ Yes 0 No
If the answer is yes, explain the circumstances in the space provided.
N/A
Insituform 7echndo ies. Inc.
702 Spirit 40 Park Dr.
Chesterfield, MO 63005
Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the
Proposal shall constitute signature of this questionnaire.
C-6
COMPENSATION INSURANCE CERTIFICATE
Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works
contract has been awarded shall sign the following certificate.
I am aware of the provisions of Section 3700 of the Labor Code which require every
employer to be insured against liability for worker's compensation or to undertake self-
insurance in accordance with the provisions of that code, and I will comply with such
provisions before commencing the performance of the work of this contract.
Date: April 23, 2002
Insituform Technologies, Inc.
Contractor
— /Szl'e-� a3le�=
By Gerald Addington
Vice President -Project Management
Title
Insituform Technologies, Inc.
702 Spirit 40 Park Dr.
Chesterfield, MO 63005
C-7
UNDERGROUND SERVICE ALERT
IDENTIFICATION NUMBER
(To be completed only by -the awarded Contractor prior to excavation)
No excavation will be permitted until this form is completed and returned to the AGENCY.
Section 4216i4217 of the Government Code requires a Dig Alert Identification Number be issued
before a Permit to Excavate will be valid.
To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133
a minimum of two working days before scheduled excavation.
Dag Alert Identification Number:
Contractor
Title
Date:
Insitufor,P Terhno!uTies. Inc.
702 Spirit 4iC Prk Dr.
Chesterfield. MO 630D5
Note: This form is required for every Dig Alert Identification Number issued by U.S.A.
during the course of the Work. Additional forms ,nay he obtained from the AGENCY
upon request.
C-8
BIDDER'S INFORMATION
BIDDER certifies that the following information is true and correct:
Insituform Technologies, Inc.
Bidder Name Local Address : 5100 East 2nd Stree
702 Spirit 40 Park Drive, Benicia, CA 94510
Business Address
Chesterfield
City,
MO 63005
State Zip
( 636 ) 530-8000 Local phone 707-747-5888
Telephone Number
#758411 Class"A"
State Contractor's License No. and Class
1/26/99
Original Date Issued
1 31 03
Expiration Date
The work site was inspected by Wayne Thomas of our office on April 18 , 200 2.
The following are persons, firms, and corporations having a principal interest in this proposal:
lnsituform Technologies, Inc.
702 Spirit 40 Park, Dr.
Chesterfield, MO 63006
C-9
The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability,
financially or otherwise, to perform the contract for the proposed work and improvements in
accordance with the plans and specifications set forth.
Insituform Technologies, Inc.
Company Name
Signature of Bidder
Cpral,9 Adding -on, Vice President -Project Management
Printed or Typed Signature
Subscribed and sworn to before me this 23 day of Apri 1 , 200 2 .
L
��� � � • a,M15510N� •. Y ���i
NOTARY PUBLIC , r�araarsEtL : -
enase L, Carroll NO •��`.���
Listed below are the names, address and telephone numbers for three public agencies for which
the bidder has performed similar work within the past two years:
1. Sanitary Dist. No. 2 Corte Madera 300 Tamalpais Dr., -Corte Madera, CA
Name and Address of Public Agency 94925
Name and Telephone No. of Project Manager: Dav i d Bracken (415) 927-8801
$198,750 CIPP Installation Jun-01
Contract Amount Type of Work Date Completed
2. Unified Sewerage Agency 155 N. First St., Hillsboro, OR 97124
Name and .address of Public Agency
Name and Telephone No. of Project Manager: Steve Lampert (503) 846-3630
$1,088,726 CIPP Installation Oct-00
Contract Amount Type of Work Date Completed
3. City ofArcata 736 F Street, Arcata, CA 95521
Name and Address of Public Agency
Name and Telephone No. of Project Manager: Doby Class (707) 825-2173
$1,200,000 CIPP Installation Sep-00
Contract Amount Type of Work - Date Completed
SEE ATTACHED LIST FOR C-10
ADDITIONAL EXPERIENCE
Insituform Technologies, Inc.
702 Spirit 40 Pi k. ter.
Chosterfield, NIO 63005
1n9itufiom'
Technologies, Inc.
STATEMENT OF EXPERIENCE (PARTIAL LIST)
Protect
Contract
Amount
Date
Completed
Owner Name
OwnerAddress
Contact
Person
Phone
Number
Pipe
Diameters
Lineal Feet of
CIPP Installed
Liner
Manufacturer
I&1 Sewer Main Fhnfmir 2000
$198,750 0o
Jun-0I
Sanitary Dist No 2 of Core Madera. CA
300 Tamafpais Drve, Carte Madera, CA 949P25
David Bracken
415-927-BWI
61 - 10'
6.574
Imitufom Tor hrxlkigies, Inc.
1998 Annual CIPP Contract
Mny-01
City el Seahfo. WA
710 Second Avenue, Seame, WA 98104
Kathy Renee
20fr61&-1709
8' - 39
24.663
Irsdulom Tecivoologies, Inc
Boeing Field Earth Quake Repairs
S494,621.00
May-01
King County Intl Airport, Boeing Field. WA
7233 Penmeler Rd. S.. Seattle. WA 98108
Rick Renaud
206-296-7427
6' - 12'
5.049
Insitutom Technologies. Inc
EC Repair Base Sanitary Sewers. Phase 2 & 3
$2,318.910 93
May-01
M:Ghord Air Forte Base, WA
P.O Box 417B. M:Chord AFB, WA 98438-01 r8
Sgl Bergam:n
253-982-2532
6' - 1W
40.946
Imilulorm TcxtuxAogios, Inc
Sewer Rehabilitation fix Downtown
$230,000.00
M3r.01
City of Casa Grando. AZ
510 L. Florence Btvd., Casa Grande, AZ 85222
Robert Jac3mon
52&421.86W
a'
5.750
Imitufom Technologies. Inc
Small Diameter Rehabilitation Project
Mar-01
City of Phoenix, AZ
200 West Washington St. Phoenix, AZ 85003
Blaine Relxnson
602-262-4709
8' & 12'
150.000
Insdutorm lechnolcxlios, Inc
Peach Ave"Lettemidn Park Sewer Improve
Dec -OD
City of Clovis, CA
1033 Filth Street. Clovis. CA 936t2
Tim &arker
559 297.2356 1
12'
1.401
Insilulorm Tontirialugies. Inc
2000 WVPA Sower Rehabilitation
$2d4.ty669
Nov400
Crty cA Issaquah, WA
F O Box 1307, I.aalquah, WA 960?7
Fany Nguyen
425-837-3437
a,
6.116
Ins'rulom Technologies. Inc
Year 2000 Sewer Pipe Rehabilitation
S1,088,726.64
OLI-00
Unified Sewerage Agony. OR
155 N First St. Suile 270. Hillsixiro, OR 97124
Stove Lampert
503-046 3&i0
6' 12'
12.477
Insitufonn Tcrhnololpes, Inc.
City Wide Sewer Maim Rehabd,tahon Pnited
S1,200,000 00
Sep-00
City el Arcata. CA
736 F Street, Arcata, CA 95521
Doby Class
7071i25-2173
6' - 21'
23.406
Irsitulom TWindLXpes, Inc
L.ornmon Valoy - Horizon Hills Sewer Rehab
Sep-00
Washoe County, NV
7930 Energy Way, Reno. NV 1151bW
Juan Esparta
775-954-4600
6- & 8'
1 3,767
Insitulom 1 connokigios, Inc.
Grant Street Sand ay Server Luring
Aug -CO
Cily of Ca%Lofla, CA
123P Washironin Street, Caksioga. CA 94515
Jahn Draper
707-942-2600
8'
771
Insitulom Toarakl0ies. Inc
Sanitary Pipe L.in:rig - 2000
5146.970.00
Aurl 00
City of Moscow, tD
P O Box 9203. Moticow. ID 83843
Dean Weyer,
208-883-7030
8' & 10,
3,605
trsitu!om —1 edviiAoyieS. Inc
Srmll Diameter Rehabilitation Pruteci
Jim-00
City of Glendale, AZ
6829 N. 581h Drive. Glendale, AZ 85301
Glen Campton
623-9.'43-3633
8'
7.000
Insitulum Tee3tnulugies. Inc;
2000 Sewer Rehabi6Latim Protest
S313,779 69
Jun-W
City of Lewiston, I❑
P.O Box 617, Lewiston. ID W501
Mem;t Ounkn
20B-74&1316
8'
9.192
lrsdtAerrn Todrxllcrgios. Inc
Hoviard Vellum Park Sanitary Sewer Rehab
S157,656.6C•
Aar-00
Tektronix. Beaverton. OR
f O Box 500. Beaverun, OR 97077
Mil Benerfirt
SM-EL27 24aa
a, 18'
4.070
lnsaufom Tcrhnol ies. Inc
Cured In Place Pipe liehab 2000
Mar-00
City al Sacramento. CA
1395 - 35th Avenue, Sacramento, CA 95a22
Brett Grant
916-264-1413
V - 15-
6.191
Ins:tuform Twtinel ies, inc
EC Repair Base FW .nry Sowers. Phaso 1
S972.567 79
Mar-00
McChunl Air Fore fuse, WA
P O Box 4178, McChord AFP., WA 98438-0178
W. Beryamin
253-962.2532
6' - 15'
18.017
InsAuform Terhnrilogies. Inc
Pima County Smell Diameter AcUliorial Work
Mar-00
Puree Cnurdy, AZ
201 N. Stono Ave.. Tureen. AZ 85701
Judy Linrxiln
520.740-2651
8'
2,000
Insitufann Tedinulug3es. Inc
Newton Creek Basin Sewer Lining Project
Feb-W
Roseburg Urban Sanitary Authority, OR
i' O Box I186, Roseburg. OR 97470
Ronald fhdnMS
541-672-1551
8' & 18'
1.548
Imituform Techn aches, Inc
South Natomas SDwershed Rehab Pmlect
Jan-00
County San Dist 1 M Sacramento County, C
827 Seventh St , Sarmmen:n, CA %814
Chnstoph Dobson
91"16-7123
6-- 15-
3.411
Insrutom Teu'rxAogies, Inc.
Wastewater Collection System Improvements
Dec-99
City of Depoe Bay, OR
510 SE Shell, Depoxl Bay. OR 97341
Terry Owings
541-765-7361
A'
3.968
Insauform Technologies, Inc
19t Sewer Main Repair, Protect No 99-201
fle6-99
Sawary Dist No 2 cd Cone Madam, CA
9W Tama'pals Dave, Cane Madera, CA 94IY25
David Bracken
415-927-8801
6'- t2'
5.796
Imearform Teamdanpies, Inc.
1999 Sewer Line Rehab. Project 8 951 5
Au0 99
City of Incline Village, NV
893 Southwood Blvd., Incline Village, NV 89451
Rill Quesnel
702-832-1967
f:' - 18
3.625
Insaufom Teamlogies. Inc
Sewer Improvement Pro loct
Aug-99
10ty of Kalispell, MT
P O Box 1997, Kalispell, MT 59000-1997
Fred Zavainy
406-758-7700
10' & 15'
2.210
Insilufann Techncilogies, Inc.
Sierra Vista Small Diameter Rehahilitation
Jul 99
City of Sierra Vista, AZ
1224 North Ave. Sierra Vista. AZ 85635
Many Havory
520 4fi8-5175
a'
12.500
Irsitulom TeChixilogies. Inc
Lining 8' Sam-tary Sewer Force Main
Jun-99
City et Millbrae. CA
621 Magnelia Ave.. Millbrae. CA 94030
,Dino Campdgna
650-2b9-2374
B-
1,835
Insifulom Technulollies. Inc
Emergency Repair el Sewer Near City Hal
Jur�99
City (if Mountlake Terrace. WA
29".-58th Ave W. Mountlake Terrace, WA 980
Greg Reed
425-77&1161
6' & 8'
1,219
Imitulom i erhnologies. Inc
1997 Sanitary Sewer Main Rehabilitation
Aug-98
City al Renton. WA
200 Mill Ave Snub, Renton, WA 98055
Mike Berxxl
425-;W-6206
8'
5.545
Irsitulorm latinelogies. Inc
Downtown Sarver Rehabilitation
Jun-9 B
City nl Hines, OR
1101 East &arras, Hines. OR 91138
Bob Sands
541-573-2251
8' - 12'
1.993
Insitulom Technnlogios. Inc
1998 WPA Sevier RahabiElation
Jun-98
City el Issaquah, WA
lCily
P.O Box 1307, Issaquah, WA 980227
Tony Nguyen,
425-837-3437
8'
2,464
Irstlutorm Tec nolotyes. Inc
Pftme I Wastewater System Irtprriwments - 1998
Jun-90
ul Nyssa. OR
14 S 3rd Street, Nyssa, OR 97913
Scott Nebaker
1 541-372 2264
B' & 10'
1.936
Insdufam Tcrhnolrigres, Inc
379,045
INSITUFORM TECHNOLOGIES, INC.
SECRETARY'S CERTIFICATE
I HEREBY CERTIFY that I am the duly elected and qualified Secretary of Insituform
Technologies, Inc., a Delaware corporation (the "Corporation").
I FURTHER CERTIFY that the Board of Directors of the Corporation has duly appointed
the following persons as officers of the Corporation to serve in the capacity indicated:
Anthony W. Hooper, Chairman of the Board, President and Chief Executive Officer
Carroll W. Slusher, Vice President — North America
I FURTHER CERTIFY that the following is a true and correct excerpt from the By-laws
of the Corporation:
"The officers of the corporation shall be a chairman of the board, a vice chairman
of the board, a president, one or more senior vice presidents, one or more vice
presidents, a secretary and a treasurer, each of whom shall be elected by the
directors. Such other officers and assistant officers as may be deemed necessary
may be elected by or appointed by the directors. In addition, the president may
from time to time appoint such officers of operating divisions, and such
contracting and attesting officers, of the corporation as he may deem proper, who
shall have such authority, subject to the control of the directors, as the president
may from time to time prescribe."
I FURTHER CERTIFY that the President of the Corporation has, pursuant to the above
authority, duly appointed (a) Gerald Addington to the position of Vice President — Project
Management, (b) Charles Nance to the position of Vice President -- Production, (c) Jerry Gordon
to the position of Vice President — Sales & Marketing, and (d) Joann Smith and Denise L. Carroll
as Contracting and Attesting Officers of the Corporation. Each of the foregoing have been fully
authorized and empowered by the President of the Corporation: "(i) to certify and to attest the
signature of any officer of the Corporation, (ii) to enter into and to bind the Corporation to
perform pipeline rehabilitation activities of the Corporation and all matters related thereto,
including the maintenance of one or more offices and facilities of the Corporation, (iii) to execute
and to deliver documents on behalf of the Corporation and (iv) to take such other action as is or
may be necessary and appropriate to carry out the projects, activities and work of the
Corporation."
IN WITNESS WHEREOF, I have hereunto affixed my name as Secretary, this 29th day
of November, 2001.
Insituform Technologies, Inc.
By: �
Thomas A. A. Coo
Vice President, General Counsel & Secretary
LAAppts & Certs\Secy Cert (DCarroll)11270 Ldoc
�
Insituform
Technologies, Inc.
LEGAL NAME OF CORPORATION:
Insituform Technologies, Inc.
INCORPORATED UNDER THE LAWS OF:
PRESIDENT & CEO:
State of Delaware."
Anthony Hooper
702 Spirit 40 Park Drive
Chesterfield, MO 63005
VICE PRESIDENT, CFO(NO TREASURER):
Joseph White
702 Spirit 40 Park Drive
Chesterfield, MO 63005
VICE PRESIDENT, GENERAL COUNSEL, & SECRETARY:
AREA VICE PRESIDENT:
Thomas A.A. Cook
702 Spirit 40 Park Drive
Chesterfield, MO 63005
David W. Smith
5100 E. Second Street
P.O. Box 519
Benicia, CA 94510
The following information must be returned with the bid
Bidder's name: -M-Di !Offf Zt+lJ )W6t0-5
Bidder's address: t 5 AANvi L, 7" cac -70
Phone number: 6Eeo,?aggc . oho Fax number: (S6'2--
Attach a letter to this sheet from the manufacturer stating:
1. The installer listed above is factory licensed and trained.
2. SDR thickness supplied (minimum thickness SDR 35)
3. Have the ability and will supply the necessary amount of material within the j
construction time frame.
List of three certified laboratories that can perform the required ASTM testing.
Laboratory number 1:
Name:
Address: l 41 Q4 46R AVE., 4k
Telephone number: 2-4.
Contact person: &?_O IA a—M AC4ETX_
Laboratory number 2:
Name: CQ L442 5
Address: 2-) Le
IF
Telephone number: 2- 77 2- 72.31
Contact person: 72 % ML 6&?A _
Laboratory number 3:
Name: SEa� t • `� 1�Tr1�fTt t.P _
Address:
Telephone number: 6e G Q Q
Contact person: eoCz.
C-1 >
CITY OF HUNTINGTON BEACH
HUNTINGTON HARBOUR SEWER PROJECT PHASE II CASH CONTRACT
NO.1174
To Whom It May Concern:
Insituform Technologies, Inc. will supply pipe thickness (minimum thickness SDR 35), and will supply
the necessary amount of material within the construction time frame.
Signature
Gerald Addington
Vice President -Project Manage ent
Title
April 23, 2002
Date
Insituform Technclogies. Inc.
702 Spirit 40 Park Cir.
Chesterfield, mo 630-05
Insituform
Teehnologi , Iric
To Whom It May Concern:
Worldwide Pipeline 702 Spirit 40 Park Drive Tel: (636) 530-8000
Rehabilitation Chesterfield, MO 63005 Fax: (636) 519-8010
www.insituf0rm.com
CERTIFICATE
This is to certify that Insituform Technologies, Inc. is authorized to install Insituform and
NuPipe products, supplied by Insituform Technologies, Inc.
If you have any questions, please feel free to contact us directly.
Sincerely,
INSITUFORM TECHNOLOGIES, INC.
W ��c
C/1 .
Joseph A. White
Vice President and
Chief Financial Officer
JAW:Ij
STATE OF MISSOURI
COUNTY OF ST. LOUIS
Subscribed and sworn to before me this 8th day of February in the year 2002.
\WW1" RA JQIyrr�'��iii
AWA-11�-Y�
Notary Public*
er
S : NOTARY BFAL
!s •
HAUSER°
November 17, 1999
Test Report No. E9-0544
Pagel of 4
CLIENT: Insituform Technologies, Inc.
17999 Edison Avenue
Chesterfield, MO 63005-3700
Attn: Greg Hunt RE: PO R-05508
MATERIAL: Thirty-five individual composite specimens approximately 8 inches x
1/2 inch x 0.235 inches were submitted and identified as Insituform®
102TA Composite Samples.
TESTING: Chemical Resistance testing was conducted in accordance with ASTM
D5813-95, paragraph 6.4.1. The specimens were immersed in the
solutions shown. in the table below for 368 days. At the end of the
exposure,. the specimens were removed and tested for flexural
properties in accordance with ASTM D790-98, Procedure A using a
span to depth ratio of at least 16:1. In addition, one set of "Control'
specimens were exposed to approximately 500/0 Relative Humidity and
230C for the 368 day period.
Chemical Solution
Concentration
Nitric acid
I
Sulfuric acid
5
ASTM Fuel C
100
Vegetable oil
100
Detergent
0.1
Soap
0.1
RESULTS: The results are summarized in Table 1 as the percentage retention of
flexural modulus and flexural strength after the one-year immersion.
All values exceeded the ASTM D5813 requirements of at least 80%
retention of flexural modulus after one-year immersion in all solutions.
Detailed values are presented in Table 2.
TESTING SUPERVISED BY:
ie Krause -Singh
Section Manager
TESTING CONDUCTED BY:
Dale J. Beasle
Technician H
Th.s report apples only io We sample, or samples. investigated and is not necessarily indi=ive of the quality or condition of apparently identical or similar
products. As a mutual protection to clients, the public and these Laboratories, this report is submitted and accepted to., the exclusive use of the client to whom it
is addressed and upon the condition that it is not to be used. in whole or in part. in any advertising or publicity matter without prior written authorization from
Hauser Laboratories. This report may be copied only in its entirety.
Ine tl Form Technologit=s. 1,1c.
Hauser Laboratories - 4750 Nautilus Ct. So. - Boulder. CO 80301-3240 - www.hauJr.Cb11�
rli2 Srirtt 41, Fork Dr. .%
- Ph: (800) 241-2322 - Ph: (303) 581-0079 9 FAX: (303) 581-0195C11eSter. eILd, 11f� 630� .5 ��
November 17, 1999
Test Report No. E9-0544
Page 2 of 4
TABLE 1
SUMMARY OF FLEXURAL TEST RESULTS
Solution
Average Retention of Flexural Strength
Average Retention of Flexural Modulus
Nitric acid
87
94
Sulfuric acid
87
98
ASTM Fuel C
90
100
Vegetable oil
87
101
Daggent
85
85
SON
88
x 88
ASTM D5813
Requirement
80 minimum
Insituforrrn Techno:o;jes. 1U.
702 Sa A 40 Pwa ". r`.
Cheste!lield, [-10 53065
November 17, 1999
Test ReportNo. E9-0544
Page 3 of 4
TABLE 2
DETAILED FLEXURAL PROPERTIES
Specimen No.
Maximum Flexural Strength
Flexural Modulus Tan ent
Value
% Retention
Value
% Retention
51
%
si
%
Control
1
6860
746000
2
6970
722000
3
7450
718000
4
8630
733000
5
8560
792000
Average
7690
100
742000
100
Std, Dev.
850
29700
Nitric Acid Ex osure
1
6610
676000
2
6810
721000
3
6670
725000
4
6650
660000
5
6620
716000
Average
6670
87
700000
94
Std. Dev.
80
29600
Sulfuric Acid Exposure
1
6710
672000
2
6540
711000
3
6530
768000
4
6400
730000
5
7140
758000
Average
6670
87
728000
98
Std. Dev.
290
38500
ASTM Fuel C Exposure
1
6650
734000
2
6450
751000
3
7310
701000
4
7000
790000
5
7300
----
Avera a
6940
90
744000
100,
Std. Dev.
390
37000,,,r
�1`rcaCetit�.ciu,
November 17, 1999
Test Report No. E9-0544
Page 4 of 4
TABLE 2 CONTINUED
Specimen No.
Maximum Flexural Strength
Flexural Modulus (Tangent)
Value
% Retention
Value
% Retention
Sl
flea
Si
Ve Stable Oil Exposure
1
7320
726000
2
6230
748000
3
6760
769000
4
6420-
735000
5
6560
787000
Average
6660
87
753000
101
Std. Dev.
420
1
1 24§00
1
7110
605000
2
6160
634000
3
6630
650000
4
5760
623000
5
7030
652000
Average
6540
85
633000
85
Std. Dev.
570
19400
1
6110
618000
2
6860
647000
3
6930
688000
4
6780
658000
5
7270
657000
Average
6790
88
654000
88
Std. Dev.
420
25000
�C12�t�tiflgltl. �,�
9111
SHANNON &WILSON, INC.
GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS
6GSTO�J
April 17, 2002
Mr. Eugene Zaltsman
Insituform Technologies, Inc.
18079 Edison Avenue
Chesterfield, Missouri 63005
INSITUFORM CIPP DESIGN
CITY OF HUNTINGTON BEACH
HUNTINGTON HARBOUR SEWER PROJECT PHASE II
HUNTINGTON BEACH, CALIFORNIA
Dear Mr. Zaltsman:
As requested, we have reviewed your calculations for the design of the Insituform CIPP for the
City of Huntington Beach, Huntington Harbour Sewer Project Phase II in Huntington Beach,
California. Our review is based on the following documents that Insituform provided to us:
• Pages E-15 and E-16 of the project specifications, titled, "City of Huntington Beach,
Huntington Harbour Sewer Project Phase II, Cash Contract No. 1174."
• ASTM F1216, Standard Practice for Rehabilitation of Existing Pipelines and Conduits by the
Inversion and Curing of Resin Impregnated Tube.
• Insituform Engineering Design Guide, Insituform Technologies, Inc.
• Insituform pipe design input values and calculated thicknesses prepared by Insituform for the
subject project.
The design is performed incorporating the parameter values presented in Table 1.
We have reviewed your calculations, and in our opinion the minimum design thicknesses
presented in Table 2 meet the requirements set forth in ASTM F1216 and the project
specifications for the assumed conditions. The CIPP thicknesses were calculated using the
Modified AWWA Formula, which uses maximum groundwater and soil depths measured above
the crown of the pipe to be rehabilitated. We recommend that design assumptions be checked in
the field during construction and that if any discrepancies are noted, we be notified, so that we
can recommend a modification to the design if necessary.
2043 WESTPORT CENTER DRIVE a 1-1-35355-0I9
SAINT LOUIS, MISSOURI 63146.3564
314.392•0050 FAX 314.392•0051.
Mr. Eugene Zaltsman SHANNON 8WILSON, INC.
April 17, 2002
Page 2
Table 1: CIPP Design Parameter Values
Design Parameter
Value
Flexural Modulus (short-term)
400,000 psi
Flexural Modulus (long-term)
200,000 psi
Flexural Strength
4,000 psi
Safety Factor
2
Ovality
2 percent
Soil Modulus
1000 psi
Soil Density
120 2cf
Truck Load (AASHTO HS20)
16,000 ibs
Table 2: Results of CIPP Calculations
Pipe
Diameter
Depth of Cover
(to crown of pipe)
Depth of Water
(to invert)
Minimum Design
Thickness
8 in.
19.0 ft.
16.0 ft.
0.18 in. (4.6 mm)
10 in.
14.0 ft.
8.0 ft.
0.19 in. (4.8 mm)
12 in.
14.0 ft.
8.0 ft.
0.22 in. (5.7 mm)
15 in.
14.0 ft.
8.0 ft.
0.27 in. (7.0 mm)
We have appreciated the opportunity to be of service to you on this project. Please call with any
questions.
Very truly yours,
SHANNON & WILSON, INC.
Amand
Ge sziian'l,
r ,
G
Cz
r.
v
-2
12131 /el
cForrcHNNt `4-
Ch gTbcp1mr It. , E.
Vice Pr
AJP:RAG:RHF/jlr
41-1-35355-019
<><><><><><>c> INSITUFORM® CIPP DESIGN
(as per ASTM F1216)
Client: City of Huntington Beach 04110/02
Project: Huntington Harbour Sewer Project, Phase II
Location: Huntington Beach, CA
Conduit 1 Condition: Gravity Sewer, Fully Deteriorated
400,000 psi
Flexural Modulus
50 %
Flexural Modulus Retention to Account for
Long-term Effects
4,000 psi
Flexural Strength
2.0
Safety Factor for External Loads
8.00 inches Mean Diameter
7.84 inches Minimum Diameter
2.0 % Ovallty
16.00 feet Maximum External Water Head to Invert
19.00 feet Soil Depth at Top of Conduit
120 Ib./cu.ft. Soil Density
1,000 psi Soil Modulus
19.3 psi Total Earth Loading
16,000 Ibs Live load per AASHTO
(includes 1.05 psi HWY surcharge)
0 psf 2025psf RR Live Load (80,000lbs per axle or 320,000lbs per truck)
(includes 0.00 psi RR surcharge)
Thickness Limitations ( inches )
0.1000 Maximum compressive hoop stress
0.1379 External pressure buckling
0.1126 Minimum stiffness limitation, deteriorated conduit
0.1821 External pressure, deteriorated conduit (AWWA)
Minimum Donlan Thickness 0.18 inches
4.6 mm
DR = 43.9
Mode of Failure : External pressure, deteriorated conduit (AWWA)
Long-term Deflection = 1.17% (Spangler)
Based on Trench Width of 2.25 feet
0.7 meter
The input data for this project should be verified in the field
prior to construction. Should other conditions exist now or are
expected to change over the design life of this Insituform CIPP
then appropriate adjustments must be made to the design calculations.
Designed by Checked by
INSITUFORM® CIPP DESIGN <![]K!K>K>K]K>
(as per ASTIIA F1216)
Client: City of Huntington Beach 04/10/02
Project: Huntington Harbour Sewer Project, Phase it
Location: Huntington Beach, CA
Conduit 1 Condition: Gravity Sewer, Fully Deteriorated
400,000 psi Flexural Modulus
50 % Flexural Modulus Retention to Account for
Long-term Effects
4,000 psi Flexural Strength
2.0 Safety Factor for External Loads
10.00 inches Mean Diameter
9.80 inches Minimum Diameter
2.0 % Ovelity
8.00 feet
Maximum External Water Head to Invert
14.00 feet
Soil Depth at Top of Conduit
120 Ib./cu.ft.
Soil Density
1,000 psi
Soil Modulus
14.0 psi
Total Earth Loading
16,000 lbs
Live load per AASHTO
(includes 1.23 psi HWY surcharge)
0 psf
2025psf RR Live Load (80,OOOlbs per axle or 320,OOOlbs per truck)
(includes 0.00 psi RR surcharge)
Thickness Limitations (inches)
0.1000 Maximum compressive hoop stress
0.1373 External pressure buckling
0.1408 Minimum stiffness limitation, deteriorated conduit
0.1879 External pressure, deteriorated conduit (AWWA)
Minimum IDeslan Thickness = 0.19 Inches
= 4.8 mm
DR W 53.2
Mode of Failure: Extemal pressure, deteriorated conduit (AWWA)
Long-term Deflection = 1.18% (Spangler)
Based on Trench Width of 2.5 feet
0.8 meter
The input data for this project should be verified in the field
prior to construction. Should other conditions exist now or are
expected to change over the design life of this Insituform CIPP
then appropriate adjustments must be made to the design calculations.
/= Z
Designed by
Checked by
<a<a<a<a<a<a<a INSITUFORMO CIPP DESIGN <><><><><><a<>
(as per ASTM F1216)
Client: City of Huntington Beach 04/10/02
Project: Huntington Harbour Sewer Project, Phase 11
Location: Huntington Beach, CA
Conduit 1 Condition: Gravity Sewer, Fully Deteriorated
400,000 psi Flexural Modulus
50 % Flexural Modulus Retention to Account for
Long-term Effects
4,000 psi Flexural Strength
2.0 Safety Factor for External Loads
12.00 inches Mean Diameter
11.76 inches Minimum Diameter
2.0 % Ovality
8.00 feet Maximum Extemal Water Head to Invert
14.00 feet Soil Depth at Top of Conduit
120 Ib./cu.ft. Soil Density
1,000 psi Soil Modulus
13.8 psi Total Earth Loading
16,000 lbs Live load per AASHTO
(includes 1.03 psi HWY surcharge)
0 psf 2025psf RR Live Load (80,000lbs per axle or 320,000lbs per truck)
(includes 0.00 psi RR surcharge)
Thickness Limitations ( inches )
0.1000 Maximum compressive hoop stress
0.1647 External pressure buckling
0.1669 Minimum stiffness limitation, deteriorated conduit
0.2227 External pressure, deteriorated conduit (AWWA)
Minimum Desigl] Jbirkriess 0.22 Inches
= 5.7 mm
DR = 63.9
Mode of Failure: Extemal pressure, deteriorated conduit (AWWA)
Long-term Deflection = 1.15% (Spangler)
Based on Trench Width of 2.5 feet
0.8 meter
The input data for this project should be verified in the field
prior to construction. Should other conditions exist now or are
expected to change over the design life of this Insituform CIPP
then appropriate adjustments must be made to the design calculations.
Designed by
Checked by
<><><><><><><> INSITUFORM® CIPP DESIGN <><><><><><><>
(as per ASTM F1216)
Client: City of Huntington Beach 04/10/02
Project: Huntington harbour Sewer Project, Phase 11
Location: Huntington Beach, CA
Conduit 1 Condition: Gravity Sewer, Fully Deteriorated
400,000 psi Flexural Modulus
50 % Flexural Modulus Retention to Account for
Long-term Effects
4,000 psi Flexural Strength
2.0 Safety Factor for External Loads
15.00 inches Mean Diameter
14.70 inches Minimum Diameter
2.0 % Ovality
8.00 feet Maximum External Water Head to Invert
14.00 feet Soil Depth at Top of Conduit
120 Ib./cu.ft. Soil Density
1,000 psi Soil Modulus
13.6 psi Total Earth Loading
16,000 Ibs Live load per AASHTO
(includes 0.82 psi HWY surcharge)
0 psf 2025psf RR Live Load (80,000lbs per axle or 320,0001bs per truck)
(includes 0.00 psi RR surcharge)
Thickness Limitations (inches)
0.1028 Maximum compressive hoop stress
0.2059 External pressure buckling
0.2112 Minimum stiffness limitation, deteriorated conduit
0.2744 External pressure, deteriorated conduit (AWWA)
Minimum Desian Thickness 0.27 Inches
- 7.0 mm
DR 64.7
Mode of Failure: External pressure, deteriorated conduit (AWWA)
Long-term Deflection = 1.31% (Spangler)
Based on Trench Width of 3.5 feet
1.1 meter
The input data for this project should be verified in the field
prior to construction. Should other conditions exist now or are
expected to change over the design life of this Insituform CIPP
then appropriate adjustments must be made to the design calculations.
Designed by Checked by
ACORD. CERTIFICATE OF LIABILITY INSURANCE OPID s DATEjMMIDDIYYI
NSTE02 P1 07/02/02
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Lockton Companies/St. Louis C� �}�[ HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
1 Cityplace Drive Suite 160 lX";`�' ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
St. Louis MO 63141 yAM1'l
Phone:314-432-0500 IN 600-_ o
INSURED
In ituform Technologies, Inc.
70 Spirit 40 Park Drive
Chesterfield MO 63005
COVERAGES
INSURERS AFFORDING COVERAGE
I INSURERA: Liberty- Mutual Insurance Co.
INSURERB: American Home Assurance
INSURER C:
INSURER 0
INSURER E # 4
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING
ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS
IN TYPE OF INSURANCE POLICY NUMBER
POLICYEEXPIRATION:I
MMDDlYY LIMITSLTR DATDN
EY
GENERAL LIABILITY
EACH OCCURRENCE $ 1,000,000
A X COMMERIrIALGENERALLABILITY ! RG2-641-004218-032
07/01/02 07/01/03 F!REDAMAGE Anyone fre+ $ 100 OOO
CLAIIdS MADE X OCCUR
MED EXP (Any cne persenl $ 10,000
. X ! Indpnt Contractor BACAD FORM eD/CONTRA: "UAL
PERSONAL & ADV INJURY I S 1,000,000
X. XCU BLKT A.I./WAIVER of SLERC
GENERAL AGGREGATE I $ 2, 000, 000
GEN'L AGGREGATE LIMIT APPLIES PER i
I PRODUCTS • COMP/OP AGG I S 2 O0O , OOO
7
POLICY iJECOT LOC
AUTOMOBILE LIABILITY
COMBINED SINGLE LIMIT I
a 1, 000,000
A 1 X 1 ANY AUTO i AS-641-004218-022
I 07/01/02 07/01/03 (Ea accident( I
ALL OWNED AUTOS I
I
; BODILY INJURY 13
J SCHEDULED AUTOS
i IPer pemp)
�:
X, HIRED AUTOS �Yp�O��;D.5
��`l)
City Attorney PODcY.deJ $
fl
X NDIti•C'vVtIE]Au-OS
GAIL INT7 . City �t�I rney
Deputy
`
e�acctlenDAMAGE S
+� c�i�
i
1 :1: _'P
GARAGE LIABILITY I l.-
I `.:�',': I� I AUTO ONLY - EA ACCIDENT I $
ANY AUTO
R
EA ACC
OTHER THAN $
AUTO ONLY. AGG I $
EXCESS LIABILITY
EACH OCCURRENCE I $ 10,000,000
n000UR
.BE2131568
I07/01/02 jS10,000,000$
I i$
DEDUCTIBLE
S
RETENTION $
i S
WORKERS COMPENSATION AND I
I
X TORY LATI IMITS ER
EMPLOYERS' LIABILITY WA2-64D-009004-442
A
07/01/02 07/01/03 E.L. EACH ACCIDENT $ 1,000,000
: WC7-641-00421E-012 IWII
I 07/01/02 07/01/03 i El DISEASE EA EMPLOYEE $ 1,000 000
I
I I E.L. DISEASE - POLICY LIMIT I $ 1 , 000 000
OTHER
I
i �
DAMAGE 1 $2.5,000 DED OTHER !NITS
' I
I
DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIEXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS
RE: Huntington Harbour Sewer Project, Phase
II. Cash contract No. 1174. The
City of Huntington Beach, its agents, officers, & employees are included as
Additional Insureds under General Liability
& Auto Liability as respects the
operations of the Insured.
***SEE ATTACHED NOTEPAD &
ENDORSEMENTS*** X
GtFtI11-IL:A I C MULOER I N ! ADDITIONAL INSURED; INSURER LETTER: GANGtL.LA I IVN
41 HUNT1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION
DATE THEREOF, THE ISSUING INSURER WILLXNDEX%=a1MA1L , 34 DAYS WRITTEN
NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFTAQrPWAXW EX9II0L20VA C
CITY OF HUNTINGTON BEACH x�xxxxo�ocolPJ@L>asmasac�mca[x
2000 MAIN STREET
HUNTINGTON BEACH CA 92648 xelN1a%1gRx=xx
ACORD 25-S f71Q71
ACORD CORPORATION 1988
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS 1NAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
1
NOTEPAD: HOLDER CODE' 41HUNT1 INSTE02 PAGE 2..
INSURED'SNAME Insituform Technologies, Inc. OP ID SP DATE 07`/02%02'
ATTACHMENT TO CERTIFICATE NUMBER 41HUNT1 ISSUED TO CITY OF HUNTINGTON
BEACH.
IRE: Huntington Harbour Sewer Project, Phase II. Cash contract No. 1174.
General Liability, Auto Liability, and Umbrella coverages are primary S
non-contributory as required by contract. Waiver of Subrogation applies
under Workers' Compensation as required by contract.
IMPORTANT
If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement
on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statement on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon.
FIN
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
Ct Cl�k ADDITIONAL INSURED - OWNERS, LESSEES OR
U1k CONTRACTORS - SCHEDULED PERSON OR
I � Epp. �� ORGANIZATION
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name of Person or Organization:
CITY OF HUNTINGTON BEACH, ITS AGENTS, OFFICERS, & EMPLOYEES
(If no entry appears above, information required to complete this endorsement will be shown in the Declarat:ors as
applicable to this endorsement.)
Who Is An Insured (Section 11) is amended to include as an insured the person or organization shown in the Schedule.
but only with respect to liability arising out of your ongoing operations performed for that insured.
This endorsement Is executed by the LIBERTY MUTUAL FIFE INSURANCE COMPANY
Premium 5 Nil
Effective Date 07/01/2002 Expiration Date 07/01/2003
For attachment to Policy or Bond No. RG2-641-004218-032
Audit Basis
Issued to Insituform Technologies, Inc.
ISSIIed
Countersigned by
Sales Office and No.
St. Louis 0442
,-0ki �p 5 T CitYtA�torlleY
a ' rt20N , tpTY16Y
Ls
J����tU (l�/
Awnnnred Represem-.LVe
End. Serial No.
CG 20 10 03 97
Copyright, Insurance Services Office, Inc., 1996
r
ADDITIONAL INSURED
Ir-
tt is agreed that such insurancs as is aftrded by the pdiC/'Or SCdlly Injury Liability and br Prcpery
Damage Liability also applies -o the person cr organb dioei named -below, as an insured. with respectto
the use of the au cmabile by the named insured or with his permission. but such inciusicn of an addl-
tionai insured shall not operate to irtcvase the limits afthe =mpanys liability.
Additfcnal Insured Address
Any person or organ=ration for whom
you ara requited by w-;ccaa coarrac=
CO orovide insurance.
Prernwm S
9!!e=ve cane 7 / 1 / 0 2 Umniucn Ovate 7 / Z / 03
FcratMC'Me•c-c?ciicy�c.,AS2--641-004218— 022
Audtr 9.aa:s
!slued-c INSI T UFORM TECHNOLOGIES. INC.
This enccrsemem ;s exer--ec 5y ;ne ^rnrany eesigraced Letaw:
USIRTY MUTUAL FIRE INSURANCE CZIMPANY
-L AZf
All. 7
Fcrrs NcJRAC=
E37 LOC-6
Saks CM= C:ce Sales Recre3ammuve We y!R jj =year ! Eric Ste all ,vc.
ST LOUIS � 442 W",
OE=ERY M 8723 � � J 96 j 0003
844A
c :untersigned ay ..
I
WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY
WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT
We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not
enforce our right against the person or organization named in the Schedule. (This agreement applies only to the
extent that you perform worx under a written contract that requires you to obtain :his agreement from us.)
This agreement shall net operate directly or indirectly to benefit any one not named in the Schedule.
This endorsement has not been approved and does not apply in the state of Pennsylvania.
Scneaule
ANY PERSON OR ORGANIZATION WHERE REQUIRED BY THE
CONTRACT
This enCorsemer.::s executed ny the LIBERTY INSURANCE CORPORATION
Premium S
ErreclYe Date 7 / 1 / 0 2 E=iranon Cate 7 / 1 / 0 3
Fcr anac:^mcnr :o sadvc Nc. WA2-64D-009004-442
Aud:t 3asls
Issued -a INSITUFORM TECHNOLOGIES, INC.
6 Coun�ersi neatS
$ Y ..... .........
•Ypta.�ifq pfO�fff..LGva
Issued
WC 00 03 13
(Ed. 4-84)
Sales CMce and No. End. Serial lvc. 87
Copyrignt 1983 Vanonal Counc:[ an Compensation Insurance.
Company Complaints
Page 1 of 2
TV
Company Complaint cAM
atHrni
De a
Information insurance
NATIONAL FIRE INSURANCE COMPANY OF
HARTFORD
CNA PLAZA 333 S WABASH
CHICAGO, IL 60685
800-993-5006
Company Performance
In compliance with California Insurance Code § 12921.1, the California Department of Insurance
conducted a Consumer Complaint Survey of all admitted insurance carriers. The company performance
table provides the type of complaint, total complaints, number of justified and question -of -fact
complaints, and those in neither category, the balance. Justified complaints often require additional
review, as violations of California insurance laws may exist.
Line of Coverage
Type of Com laint
Total Complaints
Number of
JustifiedQuestion-of:Fac
oComplaints
Number of
Balance
�R—
1998
1 1999
1 2000
199K 1999
2000
1998 1999
2000
199K
1999
2000
Surety and Fidelity
Claims
]
0
2
Q Q
]
Q 0
]
]
Q
0
If complaint data does not appear for this company, this link will provide you with an explanation.
Comparison Data
The information below is for complaints closed for 1998-2000 for this insurance company. These
figures are from California Department of Insurance's Consumer Complaint Survey of all admitted
California insurance carriers. The table provides the Justified Complaint Ratio, Market Share, Complaint
Share, and Index for this company, grouped by the line of coverage the company was authorized to sell
in 1998-2000. To compare this company's complaint ratio with another's, print this page and the other
company's page.
Year
Line of Cgg
Justifiedoveralai Ratio
Market Share
Complaint Share
Index
Commercial Auto
-Comp000 .00
.104
.00
.00
000
Commercial Multi -Peril
.00
.160
.00
.00
1998
lCommercial Multi -Peril
00
.108
.00
.00
000
Surety and Fidelity
14
1.540
5.56
3.61
1999
ISurety and Fidelity
.00
1.422
.00
.00
http:'-`w,A--w4.insurance. ca. gov;`«u CAS_CMPL_CMPR_UTL.CMPLNTS_AND_COMPR... 7/10:2002
Company Complaints
Page 2 of 2
00 1 l .1 19 1 .00 1 .00
000 IVL•'orkers Compensation .00 1 .233 1 .00 1 .00
If complaint data does not appear for this company, this link will provide you -with -an explanation.
The Department's Consumer Hotline handled 422,364 calls related to general insurance questions in 2000. During this same
period, the Consumer Hotline and Market Conduct Branch opened 30,624 complaints that were received in the mail or by
calling the Hotline. As a result of the Consumer Services and Consumer Communications staffs mediation efforts,
policyholders have recovered 526,432,604.
Last Revised - May 23, 2002 04:40 PM
Copyright Q California Department of Insurance
Disclaimer
http://www4.insurance.ca.gov/wu/CAS_CMPL_CMPR_UTL.CM PLNTS_AND_COM PR... 7/ 10/2002
Ratings Page
Page 1 of 1
Rating Organizations
tee►
Insurance°`
These organizations primarily rate insurers based on their financial strength. While ratings are the
opinion of the organization, they can help you determine an insurer's ability to pay claims, something
you will want to consider in addition to shopping for price and service. Rating organizations often use
different rating scales so be sure to obtain a copy of the scale or to ask for the meaning of the rating
relevant to the given scale.
A.M. Best
(908) 439-2200 (N.J. Office)
Fitch_IBCA, Duff &_Phelps
www.fitchratings.com
Moody's Investors Service
(212) 553-0377
Standard & Poor's Insurance Ratings
(212) 438-2000
From 2:00 p.m. to 5:00 p.m. (Pacific Time) (415) 765-5000
Weiss Ratings, Inc. (Fee for Service)
(800) 289-9222
Last Revised - March 20. 2001
Copyright (D California Department of Insurance
Dlsslnimer
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Company Profile
Page 1 of 2
Company Profile
nsurance"
NATIONAL FIRE INSURANCE COMPANY OF
HARTF O RD
CNA PLAZA 333 S WABASH
CHICAGO, IL 60685
800-993 -5006
Agent for Service of Process
JERE KEPRIOS, CIO CT CORPORATION SYSTEM 818 WEST SEVENTH STREET, 2ND FLOOR
LOS ANGELES, CA 90017
Unable to Locate the Agent for Service of Process?
Reference Information
NAIC #: 20478
NAIC Group #: 0218
California Company ID #: 0128-9
Date authorized in California: August 05, 1884
License Status: UNLIMITED -NORMAL
Company Type: Property & Casualty
State of Domicile: CONNECTICUT
Lines of Insurance Authorized to Transact
The company is authorized to transact business within these lines of insurance. For an explanation of
any of these terms, please refer to the glossary.
AIRCRAFT
AUTOMOBILE
BOILER AND MACHINERY
BURGLARY
COMMON CARRIER LIABILITY
CREDIT
DISABILITY
FIRE
LIABILITY
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Company Profile
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MARINE
MISCELLANEOUS
PLATE GLASS
SPRINKLER
SURETY
TEAM AND VEHICLE
WORKERS' COMPENSATION
Company Complaint Information
16 Company Performance & Comparison Data
Composite Complaint Studies
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Last Revised - July 01, 2002 07:41 AM
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CompanyList
AM
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For more information on any company, click the Company Name "Info" link. To view all companies in
the same group, click the NAIC group number.
Company Name State of JLNAIC NAIC Group NameDomicile umber Number Type
NATIONAL FIRE INSURANCE CT 20478 0218 Legal
COMPANY OF HARTFORD Info Name
Record 1 of I
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Last Revised - May 23, 2002 04:36 PM
Copyright Z California Department of Insurance
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CNA INSURANCE COMPANIES
CNA Plaza, Chicago, Illinois 60685
PERFORMANCE BOND
Bond #929257345
KNOW ALL MEN BY THESE PRESENTS: That we Insituform Technologies, Inc.
, Principal,
and National Fire Insurance Company of Hartford ,Surety, are held and firmly bound
unto City of Huntington Beach, CA
Obligee,
in the sum of One million five hundred seventy-three thousand eight hundred twenty-one
Dollars ( $1,573,821.00 ) ,
for the payment of which we bind ourselves, our legal representatives, successors and assigns,
jointly and severally, firmly by these presents.
WHEREAS, Principal has entered into a contract with Obligee, dated
for Huntington Harbour Sewer Project, Phase II, Cash Contract No. 1174
copy of which contract is by reference made a part hereof.
NOW, THEREFORE, if Principal shall faithfully perform such contract or shall indemnify and
save harmless the Obligee from all cost and damage by reason of Principal's failure so to do, then
this obligation shall be null and void; otherwise it shall remain in full force and effect.
Any suit under this bond must be instituted before the expiration- of two (2) years from the date
on which final payment under the contract falls due.
No right of action shall accrue on this bond to or for the use of any person or corporation other
than the Obligee named herein or the heirs, executors, administrators or successors of the
Obligee.
Signed, sealed, and dated this
G-105578-B
CMA
Fbr All the Commitments You Make'
day of
Insituform Technologies, Inc.
2002.
P ' cipal
By: (Seal)
Gerald Addington, Vice P sident
Project Management
National Fire Insurance Company of Hartford
Surety
By: �n.,n -P_�A,. m--A (Seal)
Kathleen A. Petchulat, Attorney -in -fact
GAIL HG` y Attorney;
By: DeF4;;y i,i s. Az;torney
CNA INSURANCE COMPANIES
CNA Plaza, Chicago, Illinois 60685
PAYMENT BOND
Bond #929257345
KNOW ALL MEN BY THESE PRESENTS: That we Insitaform Technologies, Inc.
, Principal,
and National Fire Insurance Company of Hartford , Surety, are held and firmly bound
unto City of Huntington Beach, CA
Obligee,
in the sum of One million five hundred seventy-three thousand eight hundred twenty-one
Dollars ( $1,573,821.00 ) ,
for the payment of which we bind ourselves, our legal representatives, successors and assigns,
jointly and severally, firmly by these presents.
WHEREAS, Principal has entered into a contract with Obligee, dated
for Huntington Harbour Sewer Project, Phase II, Cash Contract No. 1174
copy of which contract is by reference made a part hereof.
NOW, THEREFORE, if Principal shall, in accordance with applicable Statutes, promptly make
payment to all persons supplying labor and material in the prosecution of the work provided for in
said contract, and any and all duly authorized modifications of said contract that may hereafter be
made, notice of which modifications to Surety being waived, then this obligation to be void;
otherwise to remain in full force and effect.
Signed, sealed, and dated this
G-23214-D
CNA
FerAU the CanvgjtmenLaYm Makeo
day of
Insituform Technologies, Inc.
2002 .
P . ipal
By: (Seal)
9eraldtAfanag°on ice Pres' ent
rojecNational Fire Insurance Company of Hartford
Surety
BY: (Seal)
Kathleen A. Petchulat, Attorney -in -fact
GA::', City AtLorr.a�
13y; 1)5!; ..y City Attorney
State of Missouri }
County of St. Louis) ss:
On , before me, a Notary Public in and
for said County and State, residing therein, duly commissioned and sworn,
personally appeared Kathleen A. Petchulat .
known to me to be -Attorney-in-?~act of National Fire Insurance Company of Hartford
the corporation described in and that executed the within and foregoing
instrument, and known to me to be the person who executed the said
instrument in behalf of the said corporation, and he/she duly acknowledged
to me that such corporation executed the same.
IN WITNESS WHEREOF, I have hereunto set my and affixed my official
seal, the day and year stated in this certificate
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN -FACT
Know All Men By These Presents, That Continental Casualty Company, an Illinois corporation, National Fire Insurance Company of
Hartford, a Connecticut corporation, and American Casualty Company of Reading. Pennsylvania, a Pennsylvania corporation (herein called
'the CNA Companies"), are duly organized and existing corporations having their principal offices in the City of Chicago, and State of Illinois,
and that they do by virtue of the signatures and seals herein affixed hereby make, constitute and appoint
Ste hen E. Ricci, Thomas C. Ricci, Jr., Kathleen A. Petchulat, Kathleen M. Hoffard, Individual!
Of _Crave Coeur, Missouri
their true and lawful Attomey(s)4n-Fact with full power and authority hereby conferred to sign, seal and execute for and on their behalf
bonds, undertakings and other obligatory instruments of similar nature
— In Unlimited Amounts —
and to bind them thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of their corporations
and all the acts of said Attomey, pursuant to the authority hereby given is hereby ratified and confirmed.
This Power of Attorney is made and executed pursuant to and by authority of the By -Law and Resolutions, printed on the reverse
hereof, duly adopted, as indicated, by the Boards of Directors of the corporations.
In Witness Whereof, the CNA Companies have caused these presents to be signed by their Vice President and their corporate seals to
be hereto affixed on this 19th day of March, 2002.
�Def
6aW-:V-ti.M,,
y
.wcorSEAL
-06
•
Continental Casualty Company
National Fire Insurance Company of Hartford
American Casualty Company of Reading, Pennsylvania
Michael Gengler Group Vice President
State of Illinois, County of Cook, ss:
On this 19th day of March. 2002. before me personally came Michael Gengler to me known, who, being by me duly sworn, did depose and
say: that he resides in the City of Chicago, State of Illinois; that he is a Group Vice President of Continental Casualty Company, an Illinois
corporation, National Fire Insurance Company of Hartford, a Connecticut corporation, and American Casualty Company of Reading,
Pennsylvania, a Pennsylvania corporation described in and which executed the above instrument; that he knows the seals of said corporations;
that the seals affixed to the said instrument are such corporate seals; that they were so affixed pursuant to authority given by the Boards of
Directors of said corporations and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of
said corporations.
t
"OFFICIAL SEAL'
DIANE FAULKNER
Notary Public, State of Illinois
My Commission Expires 9/17/05
My Commission Expires September 17, 2005 Diane Faulkner Notary Public
CERTIFICATE
1, Mary A. Ribikawskis, Assistant Secretary of Continental Casualty Company, an Illinois corporation, National Fire Insurance Company of
Hartford, a Connecticut corporation, and American Casualty Company of Reading, Pennsylvania, a Pennsylvania corporation do hereby certify
that the Power of Attorney herein above set forth is still in force, and further certify that the By -Law and Resolution of the Board of Directors of
the corporations printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of
the said corporations this day of
��Gwcj ►MSUR Continental Casualty Company
poPPonnrS�,�eprp� National Fire Insurance Company of Hartford
WOW
American Casualty Company of Reading, Pennsylvania
My SEAL �' a
r Q
�
Mary A. Ribikawskis Assistant Secretary
(Rev. 10111 /01)
JUL-02-2002 15.32 FROM:CNA SURETY 913-661-7799 T0:3144391641
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P-M2/002
Technologies, Inc. � '
"SEALED BID" for HUNTINGTON HARBOUR SEWER
PROJECT PHASE lI - CASH CONTRACT NO. 1174-
CITY OF HUNTINGTON BEACH -DO NOT OPEN WITH
REGULAR MAIL
Bidder: INSITUFORM TECHNOLOGIES, INC.
702 SPIRIT 40 PARK DRIVE
CHESTERFIELD, MO 63005
California Contractor's License No.: 758411 Class A -ex ires 1/31/03
Deliver Bid To: CVTY OF HUNTINGTON BEACH
OFFICE OF THE CITY CLERK
SECOND FLOOR Q TY HALL, 2000 MAIN STREET
HUNTINGTON BEACH, CA 92648
Proposal For: HUNTINGTON HARBOUR SEWER PROJECT PHASE Il - CASH CONTRACT NO. 1174
CTFY OF HUNTINGTON BEACH -DO NOT OPEN WITH REGULAR MAIL
Bid Opening
CITY OF HUNTINGTON BEACH
MEETING DATE: June 3, 2002 DEPARTMENT ID NUMBER: PW 02-050
CouncillAgency Meeting Held: 4-03-011
I
Deferred/Continued to:
/)Ak
Approved ❑ Conditionally Approved ❑ Denied
Cit erk's i nature
Council Meeting Date: dune 3, 2002
Department ID Number: PW 0 050
C
4
CITY OF HUNTINGTON BEACH
REQUEST FOR COUNCIL ACTION ►.��;-:
>-
SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS ti
UBMITTED BY: RAY SILVER, City Administrator cvdv
REPARED BY: OBERT F. BEARDSLEY, Director of Public Works
SUBJECT: Accept Bid for the Huntington Harbour Sewer Lining Project, Phase II;
CC-1174
Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachment(s)
Statement of Issue:
On February 19, 2002, City Council authorized the advertisement for bids for the second
phase of the Huntington Harbour Sewer Lining Project; CC-1174. On April 23, 2002, staff
received bids and now requests that City Council award the contract to Insituform
Technologies, Inc.
Funding Source:
Funds totaling $1,993,800 are budgeted in Account Nos. 88389001.82600 Harbour Sliplining
(EPA), Sewer Improvements, $997,400 and 88389002.82600 Harbour Sliplining (OCSD),
Sewer Improvements, $996,400
Recommended Action: Motion to:
1. Accept the lowest responsive and_,responsible bid submitted by Insituform
Technologies, Inc., in the amount of $1,573,821 for Huntington Harbour Sewer Lining
Project; CC-1174;
2. Authorize the Mayor and City Clerk to execute a construction contract in substantially
the same form as the attached sample contract.
02-050 Jun 3 Krieger (accept 1174) 0 5/21/2002 5:04 PM
1
MEETING DATE: June 3, 2002
Alternative Action(s):
DEPARTMENT ID NUMBER: PW 02-050
Reject all bids and direct staff to re -advertise or abandon the project.
This action could result in the forfeiture of grant co -funding in the amount of $2,000,000.
Analysis:
On February_19, 2002, the City Council authorized the advertisement for bids, which were
received on April 23, 2002. Staff has reviewed the bids and they are summarized below in
order of increasing bid amounts: -
Bidding Contractor Bid Amount
1. Wesco Infrastructure Technologies $1,467,484.00 Bid Non -Responsive
2. Insituform Technologies, Inc. $1,573,821.00
3. Z.Z. Liner, Inc. $1,670,176.00
4. AES Construction Group $2,084,796.69
At the time of the bid opening, Wesco Infrastructure Technologies (Wesco) appeared to be
the low bidder. While staff was verifying the bids, a protest concerning the responsiveness of
Wesco's bid was filed. The issue was referred to the City Attorney's office for an opinion.
The City Attorney issued a determination that Wesco's bid should be considered non-
responsive and, therefore, rejected because critical information was not provided as required
by the bid documents. Staff concurs and recommends that the Council accept the bid from
Insituform Technologies, Inc., as the lowest responsive and responsible bidder.
Staff completed the reference check for Insituform Technologies, Inc. and received favorable
results from past clients. Additionally, Insituform Technologies, Inc. has performed similar
jobs successfully for the City.
This project will complete the sliplining of all City sewer lines in the Huntington Harbour.
Environmental Status:
This project is categorically exempt pursuant to Class B, Section 15301 of CEQA.
Attachment(s):
02.050 Jun 3 Krieger (accept 1174) -0- 5/2212002 3:39 PM
M.
ATTACHMENT 1
ING ARE 4
x
d
CC-1 174 LOCATION MAP
CITY OF HUNTINGTON BEACH.
DEPARTMENT OF PUBLIC WORKS
ATTACHMENT 2
FEDERALLY FUNDED CONSTRUCTION CONTRACT BETWEEN
THE CITY OF HUNTINGTON BEACH AND
FOR
a
TABLE OF CONTENTS
Page tio.
1.
STATE OF WORK; ACCEPTANCE OF RISK
1
2.
ACCEPTANCE OF CONDITIONS OF WORK; PLANS AND
SPECIFICATIONS
2
3.
COMPENSATION -
3
4.
COMMENCEMENT OF PROJECT
4
5.
TIME OF THE ESSENCE
4
6.
CHANGES
4
7.
NOTICE TO PROCEED
5
8.
BONDS
5
9.
WARRANTIES
6
10.
INDEPENDENT CO\'TRACTOR
6
11.
LIQUIDATED DAMAGES/DELAYS
6
12.
DIFFERING SITE CONDITIONS
8
13.
VARIATIONS LN ESTIMATED QUANTITIES
9
14.
PROGRESS PAYMENTS
9
15.
WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES
10
16.
AFFIDAVITS OF SATISFACTION OF CLAIMS
10
17.
WAIVER OF CLAIMS
11
18.
INDEMNIFICATION, DEFENSE, HOLD HARMLESS
11
19.
WORKERS' COMPENSATION INSURANCE AND EMPLOYER'S
LIABILITY INSURANCE
12
20.
INSURANCE
12.
21.
CERTIFICATES OF INSURANCE; ADDITIONAL INSURED
ENDORSEMENTS
13
22.
DEFAULT & TERMINATION
14
23.
TERMINATION FOR CONVENIENCE
15
24.
DISPOSITION OF PLANS, ESTIMATES AND OTHER DOCUMENTS
15
25.
NON -ASSIGNABILITY
15
26,
CITY EMPLOYEES AND OFFICIALS
15
27.
STOP NOTICES; RECOVERY OF ADMINISTRATIVE COSTS
15
28.
NOTICES .
16
29.
SECTION HEADINGS
16
30.
IMMIGRATION
16
31.
LEGAL SERVICES SUBCONTRACTING PROHIBITED
17
32.
ATTORNEY'S FEES
17
FEDERALLY FUNDED CONSTRUCTION CONTRACT
TABLE OF CONTENTS, continued
Page `To.
33.
INTERPRETATION OF THIS AGREEMENT
17
34.
GOVERNING LAW
18
35.
DUPLICATE ORIGINAL
18
36.
CONSENT
18
37.
CALIFORNI IA FAIR EMPLOYMENT AND HOUSING ACT
18
38.
CALIFORNIA PREVAILING WAGE LAW
18
39.
CALIFORNIA EIGHT -HOUR LAW
19
40.
PAYMENT OF TRAVEL AND SUBSISTENCE ALLOWANCE
20
41.
EMPLOYMENT OF APPRENTICES
20
42.
PAYROLL RECORDS
20
43.
FEDERAL PARTICIPATION
21
44.
DAVIS-BACON ACT
21
45.
DISCRIMINATION, MINORITIES, ALIENS
21
46.
EQUAL EMPLOYMENT OPPORTUNITY
21
47.
COPELAND "ANTI -KICKBACK" ACT
22
48.
CONTRACT WORK HOURS AND SAFETY STANDARDS ACT
23
49.
IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER
POLLUTION CONTROL ACT
23
50.
ENERGY CONSERVATION
24
51.
HOUSING AND URBAN DEVELOPMENT
24
52.
ENTIRETY
24
2
FEDERALLY FUNDED CONSTRUCTION CONTRACT
BETWEEN THE CITY OF HUNTINGTON BEACH AND
FOR
THIS AGREEMENT ("Agreement") made and entered into this day of
20 , by and between the City of Huntington Beach, a municipal
corporation of the State of California, hereinafter referred to as "CITY," and
, a California ,
hereinafter referred to as "CONTRACTOR."
WHEREAS, CITY has solicited bids for a public works project, hereinafter referred to as
"PROJECT," more frilly described as
in the City of Huntington Beach; and
CONTRACTOR has been selected to perform said services,
NOW, THEREFORE, in consideration of the promises and agreements hereinafter made and
exchanged, the parties covenant and agree as follows:
1. STATEMENT OF WORK; ACCEPTANCE OF RISK
CONTRACTOR shall complete and construct the PROJECT pursuant to this
Agreement and the Contract Documents (as hereinafter defined) and furnish, at its own cost and
expense, all labor, plans, tools, equipment, supplies, transportation, utilities and all other items,
services and facilities necessary to complete and construct the PROJECT in a good and workmanlike
manner.
CONTRACTOR agrees to fully assume the risk of all loss or damage arising out of the
nature of the PROJECT, during its progress or prior to acceptance by CITY, from the action of the
elements, from any unforeseen difficulties which may arise or be encountered in the prosecution of
g:karger:sanitation
work, and for all other risks of any description in connection with the work, including, but not limited
to, all expenses incurred by or in consequence of the suspension or discontinuance of work, except
such as are herein expressly stipulated to be borne by CITY, and for well and faithfully completing the
work within the stipulated time and in the manner shown and described in this Agreement, and in
accordance with the requirements of CITY for the compensation set forth in the accepted bid proposal.
2. ACCEPTANCE OF CONDITIONS OF WORK; PLANS AND SPECIFICATIONS
CONTRACTOR acknowledges that it is fully familiar with all the terms, conditions and
obligations of this Agreement and the Contract Documents (as defined below in this Section), the
location of the job site, and the conditions under which the work is to be performed, and that it enters
into this Agreement based upon its thorough investigation of all such matters and is relying in no way
upon any opinions or representations of CITY.
It is agreed that the Contract Documents are incorporated into this Agreement by this
reference, with the same force and effect as if the same were set forth at length herein, and that
CONTRACTOR and its subcontractors, if any, shall be bound by the Contract Documents insofar as
they relate in part or in any way, directly or indirectly, to the work covered by this Agreement.
"Contract Documents" as defined herein mean and include:
A. This Agreement;
B. Bonds covering the work herein agreed upon;
C. The CITY's standard Plans and Specifications and special contractual provisions,
including those on file in the office of the Director of Public Works of CITY and
adopted by the City Council, and any revisions, amendments or addenda thereto;
D. The current edition of Standard Specifications for Public YVorks Construction,
published by Builders' News, Inc., 10801 National Boulevard, Los Angeles, CA
g: karger: sanitation
90064, and all amendments thereto, written and promulgated by the Southern
California chapter of the American Public Works Association and the Southern
California District Associated General Contractors of the California Joint
Cooperative Committee;
E. Bid documents including the Notice Inviting Bids, the Special Instructions to
Bidders and the CONTRACTOR's proposal, (which is attached hereto as
Exhibit "A" and incorporated herein by this reference);
F. The particular Plans, Specifications, Special Provisions and Addenda applicable
to the PROJECT. Anything mentioned in the Specifications and not indicated in
the Plans or indicated in the Plans and not mentioned in the Specifications, shall
be of like effect as if indicated and mentioned in both. In case of a discrepancy
between any Plans, Specifications, Special provisions, or Addenda, the matter
shall be -immediately submitted by CONTRACTOR to the Department of Public
Works of CITY (hereinafter referred to as "DPW"), and CONTRACTOR shall
not attempt to resolve or adjust the discrepancy without the decision of DPW,
save only at its own risk and expense.
Should there be any conflict between the terms of this Agreement and the bid or
proposal of CONTRACTOR, then this Agreement shall control and nothing herein shall be considered
as an acceptance of the terms of the bid or proposal which is in conflict herewith.
3. COMPENSATION
CITY agrees to pay and CONTRACTOR agrees to accept as full compensation for the
faithful performance of this Agreement, subject to any additions or deductions made under the
provisions of , this Agreement or the Contract Documents, a sum not to exceed
g:karger:sanitation
Dollars (S ), as set forth in the
Contract Documents, to be paid as provided in this Agreement.
4. COMMENCEMENT OF PROJECT
CONTRACTOR agrees to commence the PROJECT within ten (10) working. days after
the Notice To Proceed is issued and diligently prosecute the PROJECT to completion within
( ) consecutive from the day the Notice -to Proceed is issued by
DPW, excluding delays provided for in this Agreement.
5. TIME OF THE ESSENCE
The parties hereto recognize and agree that time is of the essence in the performance of
this Agreement and each and every provision of the Contract Documents.
CONTRACTOR shall. prepare and obtain approval as required by the Contract
Documents for all shop drawings, details and samples, and do all other things necessary and incidental
to the prosecution of its work in conformance with the progress schedule set forth in the Contract
Documents. CONTRACTOR shall coordinate its work with the work of all other contractors,
subcontractors, and CITY forces working on the PROJECT in a manner that will facilitate the efficient
completion of the PROJECT and in accordance with the terms and provisions of this Agreement
CITY shall have complete control of the premises on which the work is to be performed and shall have
the right to decide the time and order in which the various portions.of the work shall be performed and
the priority of the work of other contractors, subcontractors and CITY forces and, in general, all
matters concerning the timely and orderly conduct of the work of CONTRACTOR on the premises.
6. CHANGES
CONTRACTOR shall adhere strictly to the plans and specifications set forth in the
Contract Documents unless a change therefrom is authorized in writing by DPW. CONTRACTOR
g:karger:sanitation
agrees to make any and all changes, furnish materials and perform all work necessary within the scope
of the PROJECT as DPW may require in writing. Under no condition shall CONTRACTOR make any
changes without the prior written order or acceptance of DPW, and CITY shall not pay any extra
charges made by CONTRACTOR that have not been agreed upon in writing by DPW.
When directed to change the work, CONTRACTOR shall submit immediately to DPW
a written cost proposal reflecting the effect of the change. Should DPW not agree to such cost
proposal, the work shall be performed according to the changes ordered in writing by DPW and the
proper cost thereof shall be negotiated by the parties upon cost and pricing data submitted by
CONTRACTOR; thereupon, CITY will promptly issue an adjusted change order to'CONTRACTOR
and the Agreement price will be adjusted upward or downward accordingly.
7. NOTICE TO PROCEED
No work, services, material, or equipment shall be performed or furnished under this
Agreement unless and until a Notice to Proceed has been given to CONTRACTOR by CITY. CITY
does not warrant that the work will be available on the date the Notice to Proceed is issued. In the
event of a delay in commencement of the work due to unavailability of the job site, for any reason,
relief to CONTRACTOR shall be limited to a time extension equal to the delay due to such
unavailability.
S. BONDS
Only bonds issued by California admitted sureties will be accepted. CONTRACTOR
shall, prior to its performance of this Agreement, furnish the following two (2) bonds approved by the
City Attorney: One in the amount of one hundred percent (100%) of the Agreement price to guarantee
the CONTRACTOR's faithful performance of the work, and one in the amount of one hundred percent
of the Agreement price to guarantee payment of all claims for labor and materials furnished.
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In addition, CONTRACTOR shall submit to CITY a bond in the amount of one hundred
percent (100%) of the final Agreement price, including all change orders, to warrant such performance
for a period of one (1) year after CITY's acceptance thereof within ten (10) days of filing of the Notice
of Completion.
9. WARRANTIES
CONTRACTOR unconditionally guarantees all work done under this Agreement
including, but not Iimited to, any workmanship, installation, fabrication, material or structural facilities
constructed. CONTRACTOR, within ten (10) days after notice by CITY of any defect in the work,
shall have the option to make appropriate repairs or replace the defective item or items. Upon
expiration of such ten (10) day period, CITY may then make appropriate repair or replacement at
CONTRACTOR's risk and own cost and expense.
10. INDEPENDENT CONTRACTOR
It is understood and agreed that CONTRACTOR is, and shall be, acting at all times
hereunder as an independent contractor and not an employee of CITY. CONTRACTOR shall secure at
its own cost and expense, and be responsible for any and all payment of all taxes, social security, state
disability insurance compensation, unemployment compensation and other payroll deductions for
CONTRACTOR and its officers, agents and employees and all business licenses, if any, in connection
with the PROJECT and/or the services performed hereunder.
11. LIQUIDATED DAMAGES/DELAYS
It is agreed by the parties hereto that in case the total work called for hereunder is not in
all parts and requirements finished or completed within the number of calendar days as set forth herein,
damage will be sustained by CITY; and that it is, and would be, impractical and extremely difficult to
ascertain and determine the actual damage which CITY would sustain in the event of and by reason of
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such delay. It is, therefore, agreed that CONTRACTOR will pay to CITY, as liquidated damages and
not as a penalty, the sum of
Dollars (S ) per day for
each and every working day's delay in completing the work in excess of the number of
workinglcalendar days set forth herein, which represents a reasonable endeavor by the parties hereto to
estimate a fair compensation for the foreseeable damages CITY would sustain in the event of and by
reason of such delay; and CONTRACTOR agrees to pay these damages herein provided, and further
agrees that CITY may deduct the amount thereof from any monies due or that may become due to
CONTRACTOR hereunder.
CONTRACTOR will be granted an extension of time and will not be assessed damages
for any portion of the delay in the completion of the work due to unforeseeable causes beyond the
control and without the fault or negligence of CONTRACTOR, including, but not limited to, acts of
God or of the public enemy, fire, floods, epidemics, quarantine restrictions, strikes, unsuitable weather,
or delays of subcontractors due to such causes.
CONTRACTOR shall, within fifteen (15) days from the beginning of any such delay
(unless DPW shall grant a further period of time), notify DPW in writing of the cause of the delay and
CITY shall extend the time for completing the work if, in its judgment, the findings of fact thereon
justify the delay; and the decision of DPW shall be conclusive on the parties hereto.
Should CONTRACTOR be delayed in the prosecution or completion of the work by the
act, neglect or default of CITY, or should CONTRACTOR be delayed by waiting for materials
required by this Agreement to be furnished by CITY, or by damage caused by fire or other casualty at
the job site for which CONTRACTOR is not responsible, or by the combined action of the workers, in
no way caused by or resulting from default or collusion on the part of CONTRACTOR, or in the event
of a lockout by CITY, then the time herein fixed for the completion.of the work shall be extended by
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the number of days CONTRACTOR has thus been delayed, but no allowance or extension shall be
made unless a claim therefor is presented in writing to CITY within fifteen (15) days of the
commencement of such delay.
No claims for additional compensation or damages for delays, irrespective of the cause
thereof, and including without limitation the furnishing of materials by CITY or delays by other
contractors or subcontractors, will be allowed and an extension of time for completion shall be the sole
remedy of CONTRACTOR.
12. DIFFERING SITE CONDITIONS
A. Notice: CONTRACTOR shall promptly, and before such conditions are
disturbed, notify DPW in writing of.
(1) Subsurface or Iatent physical conditions at the job site differing
materially from those indicated in this Agreement or the Contract
Documents; or
(2) Unknown physical conditions at the job site, of an unusual nature,
differing materially from those ordinarily encountered and generally
recognized as inherent to work of the character to be performed under
this Agreement. DPW shall promptly investigate the conditions and if it
finds that such conditions do materially so differ and cause an increase or
decrease in the time required for performance of any part of the work
under this Agreement, whether or not changed as a result of such
conditions, an equitable adjustment shall be made and the agreement
modified in writing accordingly.
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B. Time Extension: No claim of CONTRACTOR under this Section shall be
allowed unless CONTRACTOR has given the notice required hereunder
provided, however, the time prescribed therefor may be extended by CITY.
13. VARiAT ONS 1N ESTIMATED QUANTITIES
The quantities listed in the bid schedule will not govern final payment. Payment to
CONTRACTOR will be made only for the actual quantities of Agreement items used in construction of
the PROJECT, in accordance with the plans and specifications. Upon completion of the PROJECT, if
the actual quantities used are either more than or less than the quantities listed in the bid schedule, the
bid price shall prevail subject to the provisions of this Section. DPW may, at its sole discretion, when
warranted by the facts and circumstances, order an equitable adjustment, upwards or downwards, in
payment to CONTRACTOR where the actual quantities used in construction of the PROJECT are in
variation to the quantities listed in the bid schedule. No claim by CONTRACTOR for an equitable
adjustment in price or time for completion shall be allowed if asserted after final payment under this
Agreement. If the quantity variation is such as to cause an increase in the' time necessary for
completion, DPW shall ascertain the facts and circumstances and make such adjustment for extending
the completion date as in its sole judgment the findings warrant.
14. PRO lgh� PAYMENTS
Each month DPW will make an estimate in writing of the work performed by
CONTRACTOR and the value thereof. From each progress estimate, ten percent (10%) will be
deducted and retained by CITY and the remainder of the progress estimate, less the amount of all
previous payments since commencement of the work, will be paid to CONTRACTOR.
When CONTRACTOR has, in the judgment of DPW, faithfully executed fifty percent
(50%) or more of the value of the work as determined from the bid schedule, and if DPW finds that
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satisfactory progress has been and is being made, CONTRACTOR may be paid such sum as will bring
the payments of each month up to one hundred percent (100%) of the value of the work completed
since the commencement of the PROJECT, as determined in its sole discretion by DPW, less all
previous payments and less all previous retained amounts. CITY's final payment to CONTRACTOR,
if unencumbered, or any part thereof unencumbered, shall be made thirty-five (35) days after the
acceptance of the work and the filing of a Notice of Completion by CITY. Payments shall be made on
demands drawn in the manner required by law, each payment to be accompanied by a certificate signed
by DPW, affirming that the work for which payment is demanded has been performed in accordance
with the terms of the Agreement and that the amount stated in the certificate is due under the terms of
the Agreement. Partial payments on the Agreement price shall not be considered as a acceptance of
any part of the work.
15. WITHHELD CONTRACT FUNDS SUBSTITUTION OF SECURITIES
At the request and at the sole cost and expense of CONTRACTOR; who shall retain
beneficial ownership and receive interest, if any thereon, CITY shall permit the substitution and deposit
therewith of securities equivalent to the amount of any monies withheld by CITY to ensure
performance under the terms of this Agreement.
16. AFFIDAVITS OF SATISFACTION OF CLAIMS
After the completion of the work contemplated by this Agreement, CONTRACTOR
shall file with DPW its affidavit stating that all workers and persons employed, all firms supplying
materials and all subcontractors working upon the PROJECT have been paid in full and that there are
no claims outstanding against the PROJECT for either labor or material, except certain items, if any, to
be set forth in CONTRACTOR's affidavit covering disputed claims, or items in connection with
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Notices to Withhold, which have been filed under the provisions of the statutes of the State of
California.
17. WAIVER OF CLAIMS
The acceptance by CONTRACTOR of the payment of the final certificate .shall
constitute a waiver of all claims against CITY under or arising out of this Agreement.
18. INDEMNIFICATION, DEFENSE, HOLD HARMLESS
CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless CITY
and the ORANGE COUNTY SANITATION DISTRICT (hereinafter "DISTRICT") respectively, their
officers, elected or appointed officials, employees, agents, and volunteers from and against any and all,
claims, damages, losses, expenses, judgments, demands defense costs, and consequential damage or
liability of any kind or nature, however caused, including those resulting from death or injury to
CONTRACTOR's employees and damage to CONTRACTOR's property, arising directly or indirectly
out of the obligations or operations herein undertaken by.CONTRACTOR, caused in whole or in part
by any negligent act or omission of the CONTRACTOR, any subcontractors; anyone directly or
indirectly employed by any of them or anyone for whose acts any of them may be liable, including but
not limited to concurrent active or passive negligence, except where caused by the active negligence,
sole negligence, or willful misconduct of the CITY or DISTRICT. CONTRACTOR will conduct all
defense at its sole cost and expense and CITY and DISTRICT shall approve selection of
CONTRACTOR's counsel. CITY and DISTRICT shall be reimbursed for all costs and attorney's fees
incurred by CITY or DISTRICT in enforcing this obligation. This indemnity shall apply to all claims
and liability regardless of whether any insurance policies are applicable. The policy limits do not act as
a limitation upon the amount of indemnification to be provided by CONTRACTOR.
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19. WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY INSURANCE
Pursuant to California Labor Code Section 1861, CONTRACTOR acknowledges
awareness of Section 3700 et seq. of this Code, which requires every employer to be insured against
liability for workers' compensation; CONTRACTOR covenants that it will comply with such
provisions prior to commencing performance of the work hereunder.
CONTRACTOR shall maintain workers' compensation and employer's liability
insurance in an amount of not less than the State statutory limits.
CONTRACTOR shall require all subcontractors to provide such workers' compensation
and employer's liability insurance for all of the subcontractors' employees. CONTRACTOR shall
furnish to CITY a certificate of waiver of subrogation under the terms of the workers' compensation
and employer's liability insurance and CONTRACTOR shall similarly require all subcontractors to
waive subrogation.
20. INSURANCE
In addition to the workers' compensation and employer's liability insurance and
CONTRACTOR's covenant to indemnify CITY, CONTRACTOR shall obtain and furnish to CITY, a
policy of standard form commercial or comprehensive general liability insurance, including motor
vehicle coverage covering the PROJECT. This policy shall indemnify CONTRACTOR, its officers,
employees and agents while acting within the scope of their duties, against any and all claims arising
out or in connection with the PROJECT, and shall provide coverage in not less than the following
amount: combined single limit bodily injury and property damage, including products/completed
operations liability and blanket contractual liability, of Two Million Dollars ($2,000,000) per
occurrence. If coverage is provided under a form which includes a designated general aggregate limit,
the aggregate limit must be no less than Five Million Dollars ($5,000,000) for this PROJECT or
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alternatively, Two Million Dollars ($2,000,000) aggregate separate for this Agreement. This policy
shall name CITY and DISTRICT, their officers, elected or appointed officials, employees, agents, and
volunteers as Additional Insureds, and shall specifically provide that any other insurance coverage
which may be applicable to the PROJECT shall be deemed excess coverage and that CONTRACTOR's
insurance shall be primary.
Under no circumstances shall said above -mentioned insurance contain a.self-insured retention,
or a "deductible" or any other similar form of limitation on the required coverage.
21. CERTIFICATES OF INSURANCE; ADDITIONAL INSURED ENDORSEMENTS
Prior to commencing performance of the work hereunder, CONTRACTOR shall furnish
to CITY certificates of insurance subject to approval of the City Attorney evidencing the foregoing
insurance coverages as required by this Agreement; the certificates shall:
1. provide the name and policy number of each carrier and policy;
2. state that the policy is currently in force; and
3. promise to provide that such policies will not be canceled or modified without thirty
(30) days' prior written notice of CITY.
CONTRACTOR shall maintain the foregoing insurance coverages in force until the
work under this Agreement is fully completed and accepted by CITY.
The requirement for carrying the foregoing insurance coverages shall not derogate from
the provisions for indemnification of CITY by CONTRACTOR under the Agreement. CITY or its
representative shall at all times have the right to demand the original or a copy of all the policies of
insurance. CONTRACTOR shall pay, in a prompt and timely manner, the premiums on all insurance
hereinabove required.
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CONTRACTOR shall provide a separate copy of the additional insured endorsement to
each of CONTRACTOR's insurance policies, naming CITY and DISTRICT, their officers, elected and
appointed officials, employees, agents and volunteers as Additional Insureds, to the City Attorney for
approval prior to any payment hereunder.
22. DEFAULT AND TERMINATION
If CONTRACTOR fails or refuses to prosecute the work hereunder with diligence, or
fails to complete the work within the time specified, or is adjudged bankrupt or makes an assignment
for the benefit of creditors or becomes insolvent, or violates any provision of this Agreement or the
Contract Documents, CITY may give CONTRACTOR notice in writing of its intention to terminate
this Agreement. Unless the violation is cured within ten (10) days after such Notice of Intention has
been served on CONTRACTOR, CITY may, without prejudice to any other remedy it may have,
terminate this Agreement upon the expiration of that time. Upon such default by CONTRACTOR,
CITY may elect not to terminate this Agreement; in such event CITY may make good the deficiency in
which the default consists and deduct the resulting costs from the progress payments then or to become
due to CONTRACTOR.
If it is subsequently determined by a court of competent jurisdiction that CITY's
termination of this Agreement under this Section was wrongful, such termination shall be converted to
a termination for convenience under Section 23 and any damages shall be assessed as set forth in
Section 23.
23. TERIMINATION FOR CONVENIENCE
CITY may terminate this Agreement for convenience at any time with or without cause,
and whether or not PROJECT is fully complete upon seven (7) calendar days written notice to
CONTRACTOR. In the event of termination, under this Section CITY shall pay CONTRACTOR for
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value of work in place on the PROJECT through the termination period plus seven and one-half
percent (7 %z %) for overhead and profit less all such payments already made. Such payment by CITY
shall be CONTRACTOR's sole and exclusive remedy for termination by CITY for its convenience and
CITY shall have no further obligation to CONTRACTOR.
24. DISPOSITION OF PLATS, ESTIMATES AND OTHER DOCUMENTS
CONTRACTOR agrees that upon completion of the work to be performed hereunder, or
upon expiration or earlier termination of this Agreement, all original plans, specifications, drawings,
reports, calculations, maps and other documents pertaining to this Agreement shall be delivered to
CITY and become its sole property at no further cost.
25. NONASSIGNASILITY
CONTRACTOR shall not sell, assign, transfer, convey or encumber this Agreement, or
any part hereof, or any right or duty created herein, without the prior written consent of CITY and the
surety.
26. CITY EMPLOYEES AND OFFICIALS
CONTRACTOR shall employ no CITY official nor any regular CITY employee in the
work performed pursuant to this Agreement. No officer or employee of CITY shall have any financial
interest in this Agreement in violation of the California Government Code.
27. STOP NOTICES; RECOVERY OF ADMINISTRATIVE COSTS
CITY shall be entitled to all reasonable administrative costs and necessary
disbursements arising out of the processing of Stop Notices, Notices to Withhold, or any similar legal
document. This obligation shall be provided for in the labor and materials payment bond required of
CONTRACTOR. CITY may charge an administrative fee of One Hundred Dollars ($100) for every
Stop Notice filed in excess of two (2), regardless of whether or not CITY is named in an action to
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enforce such stop notices. CITY may set off any unreimbursed cost or expense so incurred against any
sum or sums owed by CITY to CONTRACTOR under this Agreement.
28. NOTICES
Any notices, certificates, or other communications hereunder shall be given either by
personal delivery to CONTRACTOR's agent (as designated in Section 1 hereinabove) or to CITY as
the situation shall warrant, or by enclosing the same in a sealed envelope, postage prepaid, and
depositing the same in the United States Postal Service, to the addresses specified below; provided that
CITY and CONTRACTOR, by notice given hereunder, may designate different addresses to which
subsequent notices, certificates or other communications will be sent:
TO CITY:
City of Huntington Beach
ATTN:
2000 Main Street
Huntington Beach, CA 92648
29. SECTION HEADINGS
TO CONTRACTOR:
The titles, captions, section, paragraph, and subject headings, and descriptive phrases at
the beginning of the various sections in this Agreement are merely descriptive and are included solely
for convenience of reference only and are not representative of maters included or excluded from such
provisions, and do not interpret, define, limit or describe, or construe the intent of the parties or affect
the construction or interpretation of any provision of this Agreement.
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30. IMMIGRATION
CONTRACTOR shall be responsible for full compliance with the immigration and
naturalization laws of the United States and shall, in particular, comply with the provisions of United
States Code Section 1324a regarding employment verification.
31. LEGAL SERVICES SUBCONTRACTING PROHIBITED
CONTRACTOR and CITY agree that CITY is not liable for payment of any
subcontractor work involving legal services, and that such legal services are expressly outside the
scope of services contemplated hereunder. CONTRACTOR understands that pursuant to Huntington
Beach City Charter Section 309, the City Attorney is the exclusive legal counsel for CITY;- and CITY
shall not be liable for payment of any legal services expenses incurred by CONTRACTOR.
32. ATTORNEY'S FEES
Except as expressly set forth in Section 18, in the event suit is brought by either party to
construe, interpret and/or enforce the terms and/or provisions of this Agreement or to secure the
performance hereof, each party shall bear its own attorney's fees and the prevailing party shall not be
entitled to recover its attorney's fees from the non -prevailing party.
33. INTERPRETATION OF THIS AGREEMENT
The language of all parts of this Agreement shall in all cases be construed as a whole,
according to its fair meaning, and not strictly for or against any of the parties. If any provision of this
Agreement is held by an arbitrator or court of competent jurisdiction to be unenforceable, void, illegal
or invalid, such holding shall not invalidate or affect the remaining covenants and provisions of this
Agreement. No covenant or provision shall be deemed dependent upon any other unless so expressly
provided here. As used in this Agreement, the masculine or neuter gender and singular or plural
number shall be deemed to include the other whenever the context so indicates or requires. Nothing
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contained herein shall be construed so as to require the commission of any act contrary to law, and
wherever there is any conflict between any provision contained herein and any present or future statute,
law, ordinance or regulation contrary to which the parties have no right to contract, then the latter shall
prevail, and the provision of this Agreement which is hereby affected shall be curtailed and limited
only to the extent necessary to bring it within the requirements of the law,
34. GOVERNING LAW
This Agreement shall be governed and construed in accordance with the laws of the
State of California.
35. DUPLICATE ORIGINAL
The original of this Agreement and one or more copies hereto have been prepared and
signed in counterparts as duplicate originals, each of which so executed shall, irrespective of the date of
its execution and delivery, be deemed an original. Each duplicate original shall be deemed an original
instrument as against any party who has signed it.
36. CONSENT
Where CITY's consent/approval is required under this Agreement, its consent/approval
for one transaction or event shall not be deemed to be consent/approval to any subsequent occurrence
of the same or any other transaction or event.
37. CALIFORNIA FAIR EMPLOYMENT AND HOUSING ACT
CONTRACTOR agrees to comply with all requirements and utilize fair employment
practices in accordance with California Government Code Sections 12900 et seq.
38. CALIFORNIA PREVAILING WAGE LAW.
A. The CITY has ascertained from the Director of Industrial Relations of the State
of California the general prevailing rate of per diem wages and the general
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prevailing rate for legal holiday and overtime work in the locality in which the
work is to be performed for each craft or type of work needed to execute this
Agreement, and the same has been set forth by resolution on file in the office of
the City Clerk of CITY. CONTRACTOR and any subcontractor under it shall
pay not less than said prevailing wage rates to all workers employed on this
public works Agreement, as required by California Labor Code Sections 1771
and 1774. In accordance with the provisions of Section 3700 of the California
Labor Code, CONTRACTOR agrees to secure payment of compensation to
every employee.
B. Pursuant to this Agreement and in accordance with Section 1774 and 1775 of the
California Labor Code, CONTRACTOR shall, as penalty to CITY, forfeit
twenty-five dollars ($25) for each calendar day or portion thereof for each
worker paid (either by CONTRACTOR or any of its subcontractors) less than
the prevailing wage rate established for that particular craft or type of work.
39. CALIFORNIA EIGHT -HOUR LAW
A. California Labor Code, Sections 1810 et seq, shall apply to the performance of
this Agreement; thereunder, not more than eight (8) hours shall constitute one
day's work and CONTRACTOR and each subcontractor employed by its
hereunder, shall not require more than eight (8) hours of labor per day or forty
(40) hours per week from any one person employed by it hereunder, except as
stipulated in California Labor Code Section 1815. CONTRACTOR and each
subcontractor employed by it hereunder shall, in -accordance .with California
Labor Code Section 1812, keep an accurate record, open to inspection at all
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reasonable hours, showing the name and actual hours worked each calendar day
and each calendar week by each worker employed in connection with the
PROJECT.
B. Pursuant to this Agreement and in accordance with California Labor Code
Section 1813, CONTRACTOR shall, as a penalty to CITY, forfeit twenty-five
dollars (S25) for each worker employed hereunder by CONTRACTOR or any
subcontractor for each calendar day during which such worker is required or
permitted to work more than eight (8) hours in any one (1) calendar day or forty
(40) hours in any one (1) calendar week in violation of California Labor Code
Section 1815.
40. PENT OF TRAVEL AND SUBSISTENCE ALLOWANCE
Section 1773.8 of the California Labor Code, regarding the payment of travel and
subsistence allowance is applicable to this PROJECT.
41. EMPLOYMENT OF APPRENTICES
Section 1777.5 of the California Labor Code, regarding the employment of apprentices
is applicable to this PROJECT.
42. PAYROLL RECORDS
CONTRACTOR agrees to keep accurate payroll record showing the name, address,
social security number, work classification, straight time and overtime hours worked each day and
week, and the actual per diem wages paid to each journeyman, apprentice or worker employed by it in
connection with the PROJECT and agrees to require each of its subcontractors to do the same.
CONTRACTOR further agrees that its payroll records and those of its subcontractors, if any, shall be
available at all reasonable times to the CITY, and the employee or his representative, and the Division
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of Labor Standards Enforcement and the Division of Apprenticeship Standards, and to comply with all
of the provisions of California Labor Code Section 1776, in general.
43. FEDERAL PARTICIPATION
The PROJECT pursuant to which the work covered by this Agreement is being executed
is being assisted by the United States of America. Several Agreement provisions embodied herein are
included in this Agreement in accordance with the provisions applicable to such federal assistance. As
federal funds are financing all or part of this work, all of the statutes, rules and regulations promulgated
by the Federal Government and applicable to the work will apply, and CONTRACTOR agrees to
comply therewith.
44. DAVIS-BACON ACT
CON -TRACTOR agrees to pay and require all subcontractors to pay all employees on
said PROJECT a salary or wage at least equal to the prevailing rate of per diem wage as determined by
the Secretary of Labor in accordance with the Davis -Bacon Act (40 USC Section 176a, et seq.) for each
craft or type of worker needed to perform this Agreement. CONTRACTOR agrees to comply with all
applicable federal labor standards provisions; said provisions are incorporated herein by this reference.
45. DISCRIM ,NATION, MINORITIES, ALIENS
CONTRACTOR shall not discriminate nor allow its employees, agents, principals, or
subcontractors to discriminate against any employee or applicant for employment on the basis of race,
religious creed, national origin or sex. CONTRACTOR shall take affirmative steps to hire local
qualified minority individuals when job opportunities occur and utilize local business firms when
possible.
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46. EQUAL EMPLOYMENT OPPORTUNITY
The CONTRACTOR will comply with all provisions of Executive Order 11246,
entitled "Equal Employment Opportunity," and amended by Executive Order 11375, and as
supplemented in Department of Labor regulations (41 CFR part 60).
CONTRACTOR is required to have an affirmative action plan which declares that it
does not discriminate on the basis of race, color, reIigion, creed, national origin, sex or age to ensure
equality of opportunity in all aspects of employment.
Section 503 of the Rehabilitation Act of 1973 (29 USC Section 701, et seq.) prohibits
job discrimination because of handicap and requires affirmative action to employ and advance in
employment qualified handicapped workers.
Section 402 of the Vietnam Era Veterans Readjustment Assistance Act of 1974 (39
USC Section 219 et seq.) prohibits job discrimination and requires affirmative action to comply and
advance in employment (1) qualified Vietnam veterans during the first four (4) years after their
discharge and (2) qualified disabled veterans throughout their working life if they have a thirty percent
(30%) or more disability.
To ensure compliance with these requirements, the CONTRACTOR shall provide the
CITY its written affirmative action plan prior to commencement of work. The CONTRACTOR is
required to provide the CITY with a listing of its subcontractors together with a completed affirmative
action program from each subcontractor when applicable.
47. COPELAND "ANTI -KICKBACK" ACT
CONTRACTOR and its subcontractors shall comply with the provisions of the
Copeland "Anti -Kickback" Act (1 S USC Section 874), as supplemented in Department of Labor
regulations, which Act provides that each shall be prohibited from including, by any means, any person
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employed in the construction, completion, or repair of public work, to give up any part of the
compensation to which he is otherwise entitled.
48. CONTRACT WORK HOURS AND SAFETY STANDARDS ACT
The CONTRACTOR shall comply with the provisions of Section 103 and 107 of the
Contract Work Hours and Safety Standards Act (40 USC 327 et seq.) as supplemented by Department
of Labor regulations (29 CFR, part 5). Under Section 103 of the Act each CONTRACTOR shall be
required to compute the wages of every mechanic and laborer on the basis of a standard workday of
eight (8) hours and standard workweek of forty (40) hours. Work in excess of the standard workday or
workweek is permissible provided that the worker is compensated at a rate of not less than 1-1/2 times
the basic rate of pay for all hours worked in excess of eight (8) hours in any calendar day or forty (40)
hours in the workweek. Section 107 of the Act is applicable to construction work and provides that no
laborer or mechanic shall be required to work in surroundings or under working conditions which are
unsanitary, hazardous, or dangerous to his health and safety as determined under construction, safety
and health standards promulgated by the Secretary of Labor. These requirements do not apply to the
purchase of supplies or materials or articles ordinarily available on the open market or contracts for
transportation.
49. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION
CONTROL ACT.
A. CONTRACTOR stipulates that all facilities to be utilized in the performance of
this Agreement were not listed, on the date of Agreement award, on the United
States Environmental Protection Agency (EPA) List of Violating Facilities,
pursuant to 40 CFR .15.20.
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B. The CONTRACTOR agrees to comply with all of the requirements of Section
114 of the Clean Air Act and section 308 of the Federal Water Pollution Control
Act and all regulations and guidelines Iisted thereunder.
C. The CONTRACTOR shall promptly notify the CITY of the receipt of any
communication from the Director, Office of Federal Activities, EPA, indicating
that a facility to be utilized pursuant to this Agreement is under consideration to
be Iisted on the EPA List of Violating Facilities.
D. The CONTRACTOR agrees to include or cause to be included the requirements
of paragraph (a) thorough (d) of this section in every nonexempt subcontract,
and further agrees to take such action as the Government may direct as a means
of enforcing such requirements.
50. ENERGY CONSERVATION
Agreements .with federal participation shall recognize mandatory standards and policies
relating to energy efficiency which are contained in the state energy conservation plan issued in
compliance with the Energy Policy and Conservation Act (42 USC Section 6201, et seq.).
51. HOUSING AND URBAN DEVELOPMENT
CONTRACTOR agrees to comply with any and all rules, regulations, guidelines,
procedures and standards of the United States Department of Housing and Urban Development and
complete any and all reports and forms that may be required in accordance therewith.
52. ENTIRETY
The foregoing, and Exhibit "A" attached hereto, set forth the entire Agreement between
the parties. No waiver or modification of this Agreement shall be valid unless in writing duly executed
by both parties.
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The parties acknowledge and agree that they are entering into this Agreement freely and
voluntarily following extensive arm's length negotiations, and that each has had the opportunity to consult
with legal counsel prior to executing this Agreement. The parties also acknowledge and agree that no
representations, inducements, promises, agreements or warranties, oral or otherwise, have been made by
that parry or anyone acting on that parry's behalf, which are not embodied in this Agreement, and that that
parry has not executed this Agreement in reliance on any representation, inducement, promise, agreement,
warranty, fact or circumstance not expressly set forth in this Agreement.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed by and
through their authorized offices the day, month and year first above written.
CONTRACTOR
LO-A
print name
ITS: (circle one) Chairman/President/Vice
President
AND
By:
print name
ITS: (circle one) Secretary/Chief Financial
Officer/Asst. Secretary - Treasurer
REVIEWED AND APPROVED:
City Administrator
CITY OF HUNTINGTON BEACH, a municipal
corporation of the State of California
Mayor
ATTEST:
City Clerk
APPROVED AS TO FORM:
City Attorney
INITIATED AN PPROVED:
Director of Public Works
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RCA ROUTING SHEET
INITIATING DEPARTMENT:
Public Works
SUBJECT:
Accept Bid for the Huntington Harbour Sewer Lining Project,
Phase II; CC-1174
COUNCIL MEETING DATE:
June 3, 2002
RCA ATTACHMENTS
-STATUS :.
Ordinance (w/exhibits & legislative draft if applicable)
Not Applicable
Resolution (w/exhibits & legislative draft if applicable)
Not Applicable
Tract Map, Location Map and/or other Exhibits
Attached
Contract/Agreement (w/exhibits if applicable)
(Signed in full by the City Attome
Attached
Subleases, Third Party Agreements, etc.
(Approved as to form by City Attom2yj
Not Applicable
Certificates of Insurance (Approved by the City Attorne
Not Applicable
Financial Impact Statement Unbudget, over $5,000
Not Applicable
Bonds If applicable)
Not Applicable
Staff Report If applicable)
Not Applicable
Commission, Board or Committee Report If applicable)
Not Applicable
Findings/Conditions for Approval and/or Denial
Not Applicable
EXPLANATION FORNISSING ATTACHMENTS
REVIEWED .
RETURNED.... FORWARDED.
Administrative Staff
Assistant City Administrator Initial
City Administrator Initial
ago
City Clerk"
J"
'EXPLANATION, FOR RETURN OF::ITEM:
MEETING DATE: June 3, 2002 DEPARTMENT ID NUMBER: PW 02-050
Alternative Action(s):
Reject all bids and direct staff to re -advertise or abandon the project.
This action could result in the forfeiture of grant co -funding in the amount of $2,000,000.
Analysis:
On February _19, 2002, the City Council authorized the advertisement for bids, which were
received on April 23, 2002. Staff has reviewed the bids and they are summarized below in
order of increasing bid amounts: -
Bidding Contractor Bid Amount
1. Wesco Infrastructure Technologies $1,467,484.00 Bid Non -Responsive
2. Insituform Technologies, Inc. $1,573,821.00
3. Z.Z. Liner, Inc. $1,670,176.00
4. AES Construction Group $2,084,796.69
At the time of the bid opening, Wesco Infrastructure Technologies (Wesco) appeared to be
the low bidder. While staff was verifying the bids, a protest concerning the responsiveness of
Wesco's bid was filed. The issue was referred to the City Attorney's office for an opinion.
The City Attorney issued a determination that Wesco's bid should be considered non-
responsive and, therefore, rejected because critical information was not provided as required
by the bid documents. Staff concurs and recommends that the Council accept the bid from
Insituform Technologies, Inc., as the lowest responsive and responsible bidder.
Staff completed the reference check for Insituform Technologies, Inc. and received favorable
results from past clients. Additionally, Insituform Technologies, Inc. has performed similar
jobs successfully for the City.
This project will complete the sliplining of all City sewer lines in the Huntington Harbour.
Environmental Status:
This project is categorically exempt pursuant to Class B, Section 15301 of CEQA.
Attachment(s):
02.050 Jun 3 Krieger (accept 1174) -0- 5122/2002 3:39 PM
. 96
CENTER FOR CONTRACT COMPLIANCE
May:17, 2002
City Clerk
City of Huntington
2000 Main St.
Huntington Beach,
Beach
Ca 92648-2702
RE: Huntington Harbour Sewer Project - Phase II (CC1174)
Huntington Harbour Area, Huntington Beach, Ca 92648
GENERAL CONTRACTOR:
Dear Sir/Madam:
Wesco Infrastructure Tech
20100 S Western Ave.
Torrance, Ca 90501
(310) 224-5000
License #: 780144
�Akftl 004
03- 31--0z
The Center is a nonprofit Labor/Management Trust that
specializes in the monitoring of public works projects, to
ensure that all laws governing public construction are observed
by CONTRACTORS AND AWARDING AGENCIES alike. As a matter of
routine procedure, records are checked for any irregularities.
With the above mentioned in mind, please consider this a formal
request for copies of documents on the above referenced project.
We are requesting these documents pursuant to the California
Public Records Act, Government Code Section 6250, et. seq. We
are requesting copies of:
X� Copy of Original Bid Advertisement with Proof of
Publication
X''General Contractors Bonding Affidavit and/or Agreement,
(Public Contract Code)
Workers Compensation Certification (Labor Code Section
3700)
❑ Signed Contract between the General Contractor and the
Awarding Agency (excluding specifications)
X� Complete subcontractors list, detailing full names,
license numbers and place of business
0 Division of Apprenticeship Standards form; i.e., DAS-13,
(Labor Code Section 1773.3)
Complete Engineers Estimate, including labor and
material costs broken down by item and classifications.
X� Payment & Performance. Bond Information
Headquarters - 4399 N. Santa Anita Ave., Ste. 205 - El Monte, CA 91731 • 626-444-8365 . FAX 626-444-8173
City Clerk
City of Huntington Beach
May 17, 2002
Page Two
XD Nano of -Project Superintendent and Inspector
XD Subcontractors Bonding Affidavit
If you have filed a state required DAS-13 Form, you may forward
a copy along with the other requested information. If you have
not filed a DAS-13 Form, please fill out the enclosed form and
attach the additional. requested information to that form.
If you have any questions, please do not hesitate to call.
Sincerely,
t
�?i,ha�dlio
Field investigator,
Enclosures
CCC S/300 (4/99)
DATE /
►I
EXTRACT OF PUBLIC WORKS CONTRACT AWARD ,
TO: Center for Contract Compliance
4399 Santa Anita Ave,Suite 205
E1 Monte, California 91731
(818)444-8355
(818)444-8173 (FAX)
FROM: AWARDING AGENCY
DATE OF BID ADVERTISEMENT
NAME CONTACT PERSON
ADDRESS
CITY STATE ZIP
A CONTRACT TO PERFORM PUBLIC WORKS UNDER LC SEC. 1777.5 HAS BEEN AWARDED TO:
NAME OF GENERAL CONTRACTOR
CONTRACTORS LIC. 90.
MAILING ADDRESS (street,city,xip)
TELEPHONE
•)RESS OR LOCATION OF PROJECT (include city and/or county)
CONTRACT OR PROJECT NUMBER
DOLLAR AMOUNT OF CONTRACT
STARTING DATE
COMPLETION DATE
NUMBER OF WORKING DAYS
TYPE OF CONSTRUCTION (Highway, school, etc.)
NEW CONSTRUCTION EJ
ALTERATION �1
CLASSIFICATION OR TYPE OF WORKMEN TO BE UTILIZED (Carpenter,Plurber,etc.)
PLEASE FILL OUT ATTACHED SUB -CONTRACTORS LIST OR ATTACH A COPY OF
OF THE GENERAL CONTRACTORS SUB LIST SUPPLIED AT TIME OF BID
Is Language included in the Contract Award to effectuate the provisions of Section 1777.5
as required by the Labor Code?............................................................ TES 0 HO {)
is language Included in the Contract Award to effectuate the provisions of Section 1775.
as required by the Labor Code7............................................................ YES [I NO [I
SIGNED BY TITLE DATE
CCC FS/101 (4/90)
SUBCONTRACTORS LIST
SUBCONTRACTOR PORTION OF FORK
LOCATION AND PLACE OF BUSINESS
LICENSE NO. EXPIRATION DATE: / / PHONE ( )
SUBCONTRACTOR PORTION OF WORK
LOCATION AND PLACE OF BUSINESS
LICENSE NO. EXPIRATION DATE: / / PHONE ( )
SUBCONTRACTOR PORTION OF WORK
LOCATION AND PLACE OF BUSINESS
LICENSE NO. EXPIRATION DATE: / / PHONE ( )
SUBCONTRACTOR PORTION OF WORK
LCCATION AND PLACE OF BUSINESS
LICENSE NO. EXPIRATION DATE: / /. PHONE ( )
SUBCONTRACTOR PORTION OF WORK
LOCATION AND PLACE OF BUSINESS
LICENSE NO. EXPIRATION DATE: / / PHONE ( )
SUBCONTRACTOR PORTION OF WORKf
LOCATION AND PLACE OF BUSINESS
LICENSE NO. EXPIRATION DATE: / / PHONE ( )
SUBCONTRACTOR PORTION OF WORK
LOCATION AND PLACE OF BUSINESS
LICENSE NO. EXPIRATION -DATE: / f IPHON'E.( )
SUBCONTRACTOR PORTION OF WORK
LOCATION AND PLACE OF BUSINESS
LICENSE NO. EXPIRATION DATE: / / PHONE ( }
CCC FS/103 (4/90)
CENTER FOR CONTRACT COMPLIANCE
Los Angeles County
4399 N. Santa Anita Ave., Suite 205
El Monte, CA 91731
0.41w2w
IV% f
H METER
S. CIL cot 927 DS-2A-I4+L
:.j
CITY CLERK
CITY OF HUNTINGTON BEACH
2000 MAIN ST.
HLJNTrNGTOAN BEACH, CA 92648-2702
ke'29 D—t-V,14it4P 11116111141 $111 11
'�� +� CITY
OF HUNTINGTON
BEACH
2 0 0 0 Main
Street
P. Q .Box
1 9 0
C a l i f o r n i a 9 2 6 4 E
Robert F, Beardsley, P.E.
Director
May 9, 2002
Wesco Infrastructure Technologies
Mr. John M. Heisler
20100 S. Western Ave.
Torrance, CA 90501
Dear Mr, Heisler:
Subject: Huntington Harbour Sewer Project; CC- 1174
Department of Public Works
(714)536-5431
As you are aware the City of Huntington Beach opened bids for the subject project on April 23,
2002 and at that time your company appeared to be the apparent low bidder predicated on the
City's final review and acceptance of the bid. However, on April 24, 2002 the City received an
official protest concerning the responsiveness of your submitted bid. The protest was received
and filed under the provisions of section B "Instructions to Bidders" of the' project specifications.
On April 25, 2002 the protest letter along with the submitted bid documents from all four bids
received were referred to the City Attorney for a determination.
The Public Works Department received the City Attorney's decision on May 8, 2002 and I must
inform you that your bid has been determined to be non -responsive and it should be rejected
per the requirements of the project specifications. The determination was based on the fact
that the design calculations and proof of meeting the chemical resistance requirements as
required by sections 500-1.1 and 500-1.4 respectively were not provided with your bid packet
at the time of the bid opening. A recommendation will be forwarded to the City Council at the
next available meeting to accept the decision and award the bid to the next responsive bidder.
Should you have any questions, you may contact me at (714) 536-5259.
Sincerely,
Steve Krieger
Civil Engineering Assistant
SK:II
c: David'A. Webb, City Engineer
Douglas Stack, Deputy City Engineer
Todd Broussard, Principal Civil Engineer
Sarah Lazarus, Deputy City Attorney
J -PE S.09/2002 07:18 310-224-5001
PAGE 01/02
Wesco Infrastructure 'technologies
20100 S. West= Avenue
Torrance, CA 90501
(310) 224-5000 I Fax (310) 224-5008
May 8, 2002
Mr. Steve Krieger
City of Huntington Beach Via Fax to (714) 374-1573
Department of Public Works & Messenger (2 pages)
2000 Main Street
Huntington Beach, CA 92648
Re: Huntington Harbor Sewer Project (Cash Contract: 4 1174)
Insituform's Bid Protest Against Wesco Infrastructure Technologies
Dear Mr. Krieger:
Regarding the protest filed by insituform Technologies, Inc. against the bid
submitted by Wesco Infrastructure Technologies (WIT) on the above referenced
project and perour discussion, this letter is written to request that WIT receive the
following notices and be given the following opportunities to be heard as required
by the California Public Contract Code:
WIT requests, under California Government Code section 54954,1, mailed notice
of all meetings of the awarding authority for this contract at which any issues
pertaining to the award of this contract are on the meeting agenda. if there is any
fee for this service, please telephone this information to us immediately, so we can
promptly pay the fee.
WIT requests to be informed by telephone or fax as soon as any staff reports or
recommendations concerning any issues pertaining to the award of this contract
are available to the public, so we can immediately inspect those reports or
recommendations.
WIT also requests to address the awarding authority for this contract before or
during its consideration of any issues pertaining to the award of the contract,
which opportunity is guaranteed by California Government Code section
54954.3(a).
�QUn09/2002 07:18 310-224-5001
FAGS 02IO2
If this letter is not sufficient to accomplish any of these purposes, please let us
know immediately what else is required, so we can comply. If we do not hear
from you, we will proceed on the basis that this letter is sufficient.
The award of this City of Huntington Beach contract to any bidder besides the apparent
low -bidder, WIT, would violate the laws, standards and practices applicable to
competitive bidding on public works projects in California.
If additional information is needed, please contact the undersigned.
Thank you for your attention to this matter and the anticipated award of this
contract to Wesco Infrastructure Technologies.
Sincerely,
Wesco infrastructure Technologies
r_� d640L�
Theodore C. Anderson
General Counsel
F4
95&7S
CITY OF HUNTINGTON BEACH
MEETING DATE: May 6, 2002 DEPARTMENT ID NUMBER: PW 02-040
Council/Agency Meeting Held:
Deferre to:
XAPproved Conditionally Approved ❑Denied
Cler s Signature
Council Meeting Date: May 6, 2002
Department ID Number: PW 02-040
r
CITY OF HUNTINGTON BEACH
REQUEST FOR ACTION
r~�
SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS _0
r�
VISUBMITTEDBY: RAY SILVER, City Administratoropszzl
PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Works +
SUBJECT: Authorize Advertisement for the Overmyer Reservoirs Rehabilitation
Project -Phase 2; CC-1104
Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachment(s)
Statement of Issue: Bid documents for Overmyer Reservoirs Rehabilitation Project -Phase
2; CC-1104 are complete and ready for bid.
Funding Source: Funds in the amount of $7,500,000 are budgeted in the Water Master
Plan Fund, Overmyer Reservoir, Water Improvements, Account No. 50791007.82100.
Recommended Action: Motion to:
Approve the plans and specifications and authorize the Director of Public Works to request
bids for the Overmyer Reservoirs Rehabilitation Project -Phase 2; CC-1104.
Alternative Action(s):
Deny the request to advertise the construction contract for Phase 2 of this project, and
provide staff with alternate direction. This action will delay needed repairs for the reservoir
facility, and compromise water storage capacity as determined by the adopted Water
Master Plan.
G:1R C A12002102-040 May 6 De Bow (Overmyer Reservoir Phase 2 Advertise).doc .2-
4/24/2002 10:04 AM
REQUEST FOR ACTION
MEETING DATE: May 6, 2002 DEPARTMENT ID NUMBER: PW 02-040
Analysis:
The City of Huntington Beach owns and operates Overmyer Reservoirs Nos. 1, 2 and 3
(OV1, OV2 and OV3, respectively). They are located at the southwest corner of Garfield
Avenue and Huntington Street, within the Public Works Water Division Yard (Attachment
1). OV1 and OV2 have a combined capacity of 2.7 million gallons (MG). OV3 has a
capacity of 21.5 MG. These reservoirs provide critical operating and reserve storage of
potable water for the City.
A detailed engineering design services for the rehabilitation of the Overmyer Reservoirs
Facility is complete. The project is divided into two phases. Phase 1 is the demolition of
OV1 and OV2. Phase 2 is the rehabilitation of OV3.
A comprehensive project schedule is provided. (Attachment 2) Construction is scheduled
to allow for the demolition of OV1 and OV2 to be completed prior to mobilization for Phase
2. This will provide a construction staging area for the Phase 2 work.
On March 18, 2002, City Council awarded a construction contract to BnB Engineering for
Phase 1. Construction documents for Phase 2 are complete, and authorization to advertise
for competitive bids is requested.
The engineer's estimate for Phase 2 is $7,200,000.
Public Works Commission Review:
On January 16, 2002, the Commission reviewed and supported the request to advertise
both Phase 1 and Phase 2 for bids, by a vote 5-0-2 (Commissioners Mason and Gartland
were absent).
Environmental Status:
The Overmyer Reservoirs Rehabilitation Project has been determined to be Categorically
Exempt, pursuant to the California Environmental Quality Act, Section 15302(c).
RCA Author: D.DeBow:jm
G:1R C AQ002102-040 May 6 De Bow (Overmyer Reservoir Phase 2 Advertise).doc !
4/26/2002 9:47 AM
ATTACHMENT
#1
CITY OF HUNTINGTON BEACH
OVERMYER RESERVOIR REHABILITATION
VICINITY MAP
W
PROPOSED F o
PROJECT SITE = g 0
d
Gp,
P� h
1 GARFIELD
CLAY
rR
v
fi� -
ATTACHMENT #2
OVERMYER RESERVOIR
REHABILITATION
DESIGN AND
CONSTRUCTION
ID
Task Name
Duration
Start
J Finish
2002 2003 '
J F MIA -M rJ-- LA S� O 1 N D J j F M� A M I J J A S i O_l N.. D J
— -_—
Phase I (OVi and OV2 Demolition)
145 days :
Mon 214102.
Fri 8123102
'Council Authorization to Advertise
0 days •
Mon 214/02 -
Mon 214/02
. 2/4
3 I
Advertising Period
19 days '
Thu 2/7102
Tue 315/02
Open Bids
0 days :
Tue 3/5r02 ;
Tue 315102
. 315:
r]5�-'
Bid Review Period
6 days
Tue3/5i02
Tue 3h1 ld2
Bid Award (ty Councl)
--0-days:
D days :
Mon 3118102 :
Mon 3118/02
. 3,.18
7
a Contract ExecuVon Period-
Nottoe to Proceed
24 days:
0 days :
Tue 3119)D2
Mon 5/6102 ;
Fri 4119/02
Mon 5AV02
0
1fi
8
9
p : Construction 66r on
75 days'
Mon 5113102 .
Fri 8/23102
10
Completion Date
0 days.
Fri 8/23102 :
Fri a723/02
♦ 8123
11
Phase II (OV3 Rehabilitation)
I
406 days .
Mon 516102 :
Fri 1'1121103
12
Council Authorization to Advertise
Advertising Period
0 days _
24 days ,
Mon 518/02
Mon 6117/02 '
Mon 51fi102
Thu 7118/02
. 616
13
14
Open Bids
0 days ,
Thu 7118102 :
Thu Vl t3102
,7118
15
Bid Review Period. . . .... .......... :_.
-.-.
11 days
Fri 7119102
Fri 812102
16
Bid Award (by Council)
0 days:
on 815102 :
Mon 8I5/02
17
Contract Execution Period
Notice to Proceed
15 days":
0 days :
on 8I5102
Mon 8 26102 '
Fri 8123102
Mon 8126IO2-
8nfi
18
19-
Construction Duration
325 days ;
Man a126102 :
Frt 11/21/03
:L ::: •. * . = _: •::.: ,
20
I Completion Dale
0 days
Fri 11/21103
Fri 11/21/03
` 11121
CITY OF HUNTINGTON BEACH
Task
Milestone
summary
DEPARTMENT OF PUBLIC WORKS
Tue 4/23102
Page 1
None: "Days" represents "working" days.
RCA ROUTING SHEET
INITIATING DEPARTMENT:
Public Works
SUBJECT:
Authorize Advertisement for the Overmyer Reservoirs
Rehabilitation Project -Phase 2; CC-1104
COUNCIL MEETING DATE:
May 6, 2002
RCA ATTACHMENTS
STATUS
Ordinance (w/exhibits & legislative draft if applicable)
Not Applicable
Resolution (wlexhibits & legislative draft if applicable)
Not A plikcAble
Tract Map, Location Map and/or other Exhibits
Attached
Contract/Agreement (w/exhibits if applicable)
(Signed in full by the City Attorney)
Not Applicable
Subleases, Third Party Agreements, etc.
(Approved as to form by City Attome
Not Applicable
Certificates of Insurance (Approved by the City Attorney)
Not Applicable
Financial Impact Statement (Unbudget, over $5,000)
l Not Applicable
Bonds {If applicable)
! Not Applicable
Staff Report If a licable) Not Applicable
Commission, Board or Committee Report (If applicable) Not Applicable
Findings/Conditions for Approval and/or Denial Not Applicable
EXPLANATION FOR MISSING ATTACHMENTS
REVIEWED
RETURNED
FORWARDED
Administrative Staff
Assistant City Administrator Initial
}
City Administrator Initial
}
Cit Clerk
(.EXPLANATION FOR RETURN OF ITEM: I
RCA Author: D.DeBow
ilrri-L'i LUUL[R5li 1711L
r UULi uu i
Insifuf+orm,
Technologies, Inc.
April 24, 2002
I &. Robert F. Rwdsley
Director — Deportment ofPablie Works
City of Huntington Beach
2000 Main Street
Huntington Bench, CA 92648
5100 E. Second Street PH: 707-747-6BBB
P.O. BoK 519 FAX: 707-746-7461
Benicia, CA 94510
Re: Aid —Huntington li arbour Sewer Project (Cash Contract No.1174)
Bid Opening Agri! 23, 2:00 pm
Dear Mr. Beardsley,
In regards to the rercrcnccd bid, Insituform Technologies, Inc.'s review orthe bid documents
immediately after the hid opening showed that WESCO railed to provide mandatory bid
submittals including Design Calculations and Cheinical Resistwice testing. The city was advised
or this finding shortly after the bid opening on April 23, 2002.
We believe that VVESCO is non -responsive to the bid specifications and should be rejected.
Attached is a copy of the legal opinion by our =orney, Leroy M. Gire.
We assume that Insimform Technologies Inc. will be declared as the lowest responsible bidder
based upon tliese findings and Iegal opinion. If this is not the case, please consider this letter as
]nsituform's protest oran award to any other bidder. We appreciate the City's review or our
request. If you or others have any questions regarding this letter, please call me at 707-747.58BB
(ext. 3909).
Sincerely,
(1,
ly. A�,�A
David W. Smith
Area Vice President
Cc: Tony Henrich
Leroy M. Gire
Todd Broussard
Steve Krieger
L �
4ant By: ;
582 B81 833B1 Apr-24.02 2:01PM;
T au) I UU
Pepe 214
Stm Bsr No.
34088
LEROY M. GIRE
ATTORNEY AT UAW
1301 DOROTHEA ROAD
LAHABRA HEIGHTS, CALIFCRNIA 00531
April 24.2002
VIAEACSIMILR ANA DIRECT MA11,
944-4906
Tony Henrich
Insitufomi Technologies Inc.
944 Anne Street
Santa Fe Springs, Calif. 90670
Re: City of Muntingmn Aeuab Lash Contract No. 1174
Dear Mr. Hcnric h,
Yuu asked for my opinion an tnsit+uform's rights under the following ,tarts:
1. Insituform submitted the second low bid
Talaphona
(352) 091-3773
Fe almlia
(SU) 681-8338
2. The low bidder, WESC U.4 bid, did not include liner wall thickness design calculations.
3. The contract documents state, in bold print: "If the ealculatinns ure not lnelmded with the
bid proposal, the bill .rhall be eousldered non-reaponsive."
4. WFACQ's bid did tint include proof of meeting chemical resistance requiremmtts.
S. The contract clucuments state: "Proof of meeting either of these requirements shall be
provided with she hid. A hidder's failure to do so shall rentler their bid non-rasponsive."
The City, by low, is required to award the contract tv the lowest respunuihlc, responsive bidder.
Under the City's ruic:s. WERCO's bid is non-responsivc. A public agency, in determitung the lowest
responsive bidder, must follow its rules and rrbulutions. If a public agency fails to do sa, the award will
be ovcmirned by a Court in a Writ of Mundlatc proceeding. See the enclosed Past decision.
Very
M. GIRF
a I n 47 LUU4touu1 it I r.UUVW
rent By: i
5132 1381 8330; Apr.24-02 . 2:01 PM;
Page 314
193 Ca1.Rptr, 202
(019 3131: 145 CALApp.3d 269, 193 Cal,Rpre. 202)
C
Court of Appeal,11 ird District, California.
Frank W. POZAX Petitioner.
V.
UI:PAR"flbl'F.NT OF TRANSPORTATION.
RGspnndent.
Civ. 22957.
. June 30. 1993.
Bidder Sought Writ of manLkiC to comps! DePUftnent
of Tratoaportation to follow its published proceditra
for resolving dinrcpancies in bid i7fltres, TheCourt
or Appeal, Puglin, P.J., held that bidder was entitled
to wril of atandnta dlrectlrrg nerartment to Cnmputrr
bid using per -writ price.
Writ issual.
West flendnotus
[1 j Public Conitucu C= 10
316Ak10
Court of Appeal has nu power to direct award of
public caws, at to nny individual; however. court crn
direct agency to [allow its own rules when it host
ministerial duty to do no or when it leas abu3ed its
dissretloll.
(2) Ifighways a= 1 13(4)
20Uki l3(4)
121 Mandamus CM90
250k90
Bidder on highway rmnsuuetlon project was entitled
to writ of mandate to Compel . DepartMeur of
' nuisrprtrmtien to rollow Its own published procedure,
send resolve disen:piutcy+ between unit price and total
price by accepting per -runt price. West's
Ann. Md.C.C.P. lI 101111.
«Z01 *270 0111in a Bader, Inc.. And pirate S.
DilIin. $acrsrnentn, Ibrpctltlonnr,
Robert F. Carlson, Chief Ctsuitsal, Orrin F. Finch,
Asst Chief 1:0unael, and Ralph E. 1-iving9ton,
Sacm, mento, Fro rimpondent,
PUGLIA, Presiding 3usticu.
Petitioner gccks a writ of mandate lium this court
Page 1
(Carla Civ.13mc., § 1095) to compel respondent
(Cultrans) to fellow its published procedure for
resolving discrepaorles in bid figures. We :shish
Issue the writ.
77te facts arc flat In dispute. on Mtemb 23, 1911.1,
petitinner suhmirtcd a prupumal o11 Contract Nn.
09-071004. a highway censuuctlon project in Mono
County. The proputwi included a list of requircd
psuducta isnd turviucs and all estimated quantity for
each item. Petltlarter supplied a price per unit and a
Ialt<I price !'or Cach item. One of thu 37 required
items was "Binder (Dust Pnlllat ve)." The estimated
quantity was 90 tons. Pad ictiv proposed u unit
prico of $20 per ton and a total price or s 18,000 for
binder. One of the figures in obviously lllc0f= if
the correct unit price ix 520, the raml prlcc would be.
S1,800. If the S18,000 tutu! Is Correct, the enrreat
unit price would he S200 per ton.
7 1e discrepancy between die writ and total prize: is
Crititatl in this lnimrice. if ptlitioriv- s !lid is
calculated at SI,1100 for binder, he its tlic lowest
bidder on the contract. His tuial bid (clie stun of 37
item tomis) of S 1,699.780 is S2,423 less Than the next
lowest of the eight mvponsibla bidders. rC the
S18.000 total figure for hindcr Is used, petititlncel hid
Is $1,705,980, and he is rot the lowest bidder.
*271 The form Caltrans supplies for bids ur
proposws contains the 1'ullowbil; lanbruagm as to
discropa.ticles between per -unit and unit price tulule:
"In case of dlsmpvncy balween the Item prcc and
the toml sat forth 1'ar a U1111 bagls lunn, the hero price
shall prevail, provided, however, it the amaunt set
forth as an item price is ambiguous, unintni lglble or
uncertain f1,r any Cause, or Is amiued, Or is rile yams
amount as the rittry in the 'Total' coltuml, then the
amount get forth In the 'Total' column Ft1r the itern
shall prevall and shall he dlvlded by the cstlinated
quaAtlty for the item i;nd rho price thus ablatined Shall
be The Itelr price."
Following its otublished practice ,utd the provision
quoted above, Caltnuts calculated pctiliuners loml
bid uatlig the per -brut prlce (320) Brno arc calcmated
quantity (90 tons). Thus Calculated, petitlaner's 10=1
**203 bid was the loww recaived. Thr bid was then
referred to the Caltrans legal atftce far nu opininn.
'110 lepl ntlicc concluded the entire bid wam
uncertain because of the discrepancy and that
application of the item prices prlorlry rule would be
erbittary. Noting; that the Callmna engineer luad
Cupr, 1P Wcst 2002 No Claim to Orig. U.S. Cnvt. Wanks
7jent 8y, ;
562 891 8338; Apr-24.02 2.01P11;
r. UU7; M
Page 414
191 CaLRptr. 202
(C1ts as:145 Cal.App.3d 269. *311, 193 CaLRptr. 202, **2U3)
estimated binder cost at $300 per tan, Tha lagai ogee,
concluded patifinner could not have Intc tdcd to bid
$20 per ton and the total bid should Include $18,000
for bindu lord be S 1.705,980. CalUms acccpted the
opinion and dccidcd to nw;vd tho coav= to attathrr
blddar.
Pctltionds application to the supariur Lvurt fbr rclier
was denied, Md tha instant petition was filled in title
coact We Issued a stay of the contract awtud
pending eonsldarativn of dtc aterits of the petition,
Peililtoinla asstrtlt#t}s of urgency, ahronawliatcd by
Calttnas, establish that he has nn adequate rcmady at
law (act Code Clv.Proc., § 1096; 5 WhIctt,
Cal.Procedure (2d ed. 1911) I:xlraardlnary Writs, §§
91. 92, pp. 3867.3066). The contract award is
pandial; and the work is presumably to lac perforrned
this slimmer.
(1 ](2] This cairn bag ria power ttr dlract the award or
a public contracl to :toy indlvltlunl, (Judson PaCrfic-
Murplly Corp. v. Durkee (1956)14d Cal.Apa.2d 377,
381, 201 ?1d 91.) We tiro. however, diner au
agency to rallow lit own rtrlex when it has a
miniSWIni duty to do on or when it hits iftmed Its
dlRcretion. (Glmidale Clry Ernplayew Axym, Inc, v,
Cry of Ulandate (1975) 15 CaUd 328, 344.345, 124
Page 2
CA1,Rpir, 313, 540 P.2d 605.) Here, as in the
Glendote case, we art concerned with a ministerhi
duty. Caltrdne' own rules obilppte it to accept the per-
unk price in the absenec of specified clrcummances,
!lore of which are here prc=L The per-uWt prlte of
S20 is neither Wnbiduatis. uninteillglble. unr.CM L
nor otharwlse within any exception to the rule.
•172 The instant petition has bona served upau
respondent and it hm Filcd oppopitlun to the pctitloo.
Under thee: cirtumstasco, this court h empowered
to Issue a paramptory writ of mandate without first
issvin6 an u}lemadVe writ. 1Gae1e C1v,Yroe., § 1088;
Central & wcri Bruin Wartr tic M t. V_ wong
(1916) 55 C'4l.App.3d 191, 196, 121 CaLRptr. 448;
Guodenpugh v. Superrnr Court (1971)18 C4I.App.3d
692, 697, 96 CA1.Rprr. 163.)
Let a peremptory writ or mnndaic Issue directing
respondent Caltrans to emnpute petitioner's bid In
Qmttuvi No. 09.071004 using the S20 per ton Rgum
for Item 13. flit stay lhrntataro 14sucd will br
dissolvcd upon compllwcs with or finulity of this
dtclsian, Whichever is eorlkr.
EVA14S and $LCASF,».. concur.
END OF DOCUMITNT
Cap. 0 West 2002 No Claim 10 Or1g. U.S. Govt. Works
CAT Y CLERK
CITY OF
HUNTINGTON BEACH, CA-
2002 APR 2 3 P 20 1
bq :1 d Q ddV 7007
VO'HOV32 1,4101gNivinH
jo IQI�
_-j 7� MD
r- -_- !, !,-, - - t
HUNTINGTON HARBOR SEWER LINING PROJECT
PHASE II
CC-1174
BID.DATE: APRIL 23, 2002 at 2:00 PM
Engineer's Estimate: $1,587,166
BID LISP'
BIDDER'S -NAME :..
RANK:
TOTAL:BID AMOUNT
1.
AES CONSTRUCTION
r
�C
$
21 $�() .7 c 1 �-
2.
ALL AMERICAN ASPHALT
$
3.
BEADOR CONSTRUCTION CO, INC.
$
4.
CLARKE CONTRACTING CORP
$
G c�
6.
COLICH & SONS, L.P.
$
7.
EXCEL PAVING COMPANY
$
8.
LNSITUFORMI TECHNOLOGIES
$
9.
KEC ENGINEERING
$
10.
MATTHEW & STEWART COMPANY
$
11.
SANCON ENGINEERING
$
12.
SAVALA CONSTRUCTION CO.
$
13.
SOUTHERN CALIF UNDERGROUND
$
14.
SOUTHWEST CONCRETE
$
15.
Z. Z. LINER, INC.
S
r L( p, Cl
sid.ist
I
C
HUNTINGTON. HARBOR SEWER LINING PROJECT
PHASE II
CC-1174
BID DATE: APRIL 23, 2002 at 2:00 PM
Engineer's Estimate: $1,587,160
BID LIST
.-BIDDER'S NAME. : °
:. . RANK ::
TOTAL -BID AMOUNT00
1.
AES CONSTRUCTION
u
4
$
2 y + q
2.
ALL AMERICAN ASPHALT
$
3.
BEADOR CONSTRUCTION CO, INC.
$
4.
CLARKE CONTRACTLNG CORP
$
5.
COLICH CONSTRUCTION, L. P.
S
6.
COLICH & SONS, L.P.
S
7.
EXCEL PAVING COMPANY
$
8.
INSITUFORM TECHNOLOGIES
r�
$
ral31 8 �1 00
9.
KEC ENGINEERING
$
10.
MATTHEW & STEWART COMPANY
$
11.
SANCON ENGINEERING
$
12.
SAVALA CONSTRUCTION CO.
$
13.
SOUTHERN CALIF UNDERGROUND
$
14.
SOUTHWEST CONCRETE
$
LINER, INC.
ul� 1 1) 4671 W. 00 BidList
PROOF OF PUBLICATION
STATE OF CALIFORNIA)
) SS.
County of Orange )
l am a Citizen of the United States and a
resident of the County aforesaid; I am
over the age of eighteen years, and not a
party to or interested - in the below
entitled matter. I am a principal clerk of
the HUNTINGTON BEACH INDEPENDENT, a
newspaper of general circulation, printed
and published in the City of Huntington
Beach, County of Orange, State of
California, and that attached Notice is a
true and complete copy as was printed
and published in the Huntington Beach
and Fountain Valley issues of said
newspaper to wit the issue(s) of:
April 4, 2002
April 11, 2002
April 18, 2002
I declare, under penalty of perjury, that
the foregoing is true and correct.
Executed on April 18 , 200
at Costa Mesa, California.
Signature
NOTICE_ INVITING .f
- SEALED BID5
for-CC-1174 : _t
'r Notice : is, hereby given;
that sealed bids will , be;!
received by . the City' of
Huntington .-Beach. at. the:
office of the City Clerk at.
City Hall; 2000 Main
Street, 7 Huntington
Beach, CA 92648, until
;the -hour of-2:00 PM -on
April 23, 2002, at which
time -bids- will=be !opened
publicly and--read-aloud
Prt tfie Council Chia 1;i6&g
;for the Huntington.
1-Harbour. Sewer .1-Ining.
.Project - Phliso,ll- In •tfie,
City of - Huntington
I Beach.
+ This : project is fetler;.
all requisites of Title 241
of the Code of Federal
Regulation apply. includ-
ing Section 3, Part. -125�
(Directing economic bp!..
portun !very llo�w- ines o low- an
ciame peril
I Rnnn 1 4%p .
documents -may be op= t
'twined starting 4April ° 4
Department - of --Public
Works _upon recei t:pi a
. nor!-refundabie' tee::.`of_
$25.00; —sales < tax :.=in-]
eluded, if. picked,,up or
i $35.00: if mailed., , 1 r
Each bid shall bet
made-, on`: the Proposal!
Form' . dradidetl" in .the i
a cerurigq or; casnier's
check or;a:-bidbond,for
not less than 10% of the
amount_of:the bid made
payable G the - City of
Huntington. Beach. This
is a Davis -Bacon project
and Federal `Regulations
will be enforced. -'Arty
icontract:+ entered Into
pursuant `to 'this, notice
will incorporate 'Ahe
provisions of -the Federal
Labor Standards,, twhich
are on file at the Office of
;the Director -of.-, Public
!Works, 2000 Main
!Street, Huntington
!Beach... CA- 92848 ,�`.;
f No. bid,. Shall:--'bb icon--
fsidered,unless it�i9 made
Ion. a-.form,fumished,-by
the .Citv.: olxHuntl%on
made, in. - acca
with- tfie, provision
proposal: requirer
Each bidder m
licensed .and, als
quafified-as" requi
law. .. . §'
-The_,Ciry Council
City, of _;.H0-61
of
'fornia the 19ttf of
Fehrtiary' 2002 ='
Connie Broekwayy.
Chy `Clerk-of'the-City-of
!Huntington Beach �'
Published' Huntington
Beach Inddpendent-April)
4, 11, 18. 2002
fVJ &Z-A-aZ
�Wld II-OV., Z
r7-V -oZ
or r,
NOTICE INVITING SEALED BIDS
for
CC-1174
Notice is hereby given that sealed bids will be received by the City of Huntington Beach at the
office of the City Clerk at City Hall, 2000 Main Street, Huntington Beach, CA 92648, until the
hour of 2:00 PM on April 23, 2002, at which time bids will be opened publicly and read aloud in
the Council Chambers for the Huntington Harbour Sewer Lining Project - Phase 11 in the
City of Huntington Beach.
This project is federally funded program and all requisites of Title 24 of the Code of Federal
Regulations apply including Section 3, Part 125 (Directing economic opportunities to low- and
very low- income persons.)
A set of plans, specifications, and contract documents may be obtained starting April 4, 2002 at
City Hall, Department of Public Works upon receipt of a non-refundable fee of $25.00, sales tax
included, if picked up or S35.00 if mailed.
Each bid shall be made on the Proposal Form provided in the contract documents, and shall be
accompanied by a certified or cashier's check or a bid bond for not less than 10% of the amount
of the bid, made payable to the City of Huntington Beach. This is a Davis- Bacon project and
Federal Regulations will be enforced. Any contract entered into pursuant to this notice will
incorporate the provisions of the Federal Labor Standards, which are on file at the Office of the
Director of Public Works, 2000 Main Street, Huntington Beach, CA 92648.
No bid shall be considered unless it is made on a form furnished by the City of Huntington
Beach, Department of Public Works, and is made in accordance with the provisions of the
proposal requirements.
Each bidder must be licensed and also pre -qualified as required by law.
The City Council of the City of Huntington Beach reserves the right to reject any or all bids.
By order of the City Council of the City of Huntington Beach, California the 19th of February
2002.
Connie Brockway
City Clerk of the City of Huntington Beach
2000 Main Street. (714) 536-5431
1741NVIT.DOC
MOCITY
OF HUNTINGTON BEACH
2000 Main Street C
P.O. Box 19 0 ^ —a
Huntington Beach, CA 92648 a G,
LETTER OF TRANSMITTAL
Attention: Connie Brockway
To: City Clerk's Office
2000 Main Street
Huntington Beach, CA 92648
❑ We are sending you:
® We are hand delivering:
❑ Shop drawings
❑ Copy of letter
❑ By Mail ❑
❑ Attached ❑
❑ Prints ❑
❑ Change Order
CO =�C'
Q -
Fax (714)A740f3:_
Date: March 2& 2002
N N >
Project/C.C. No.: C.C. No. 1174
Regarding: Huntington Harbor Sewer Lining Proiect
Phase 11
By Fax Mail{Number of pages including this sheet.)
Under a separate cover via the following items:
Plans ❑ Samples ❑ Specifications
Other: Notice lnvitina Sealed Bids
-Item # _..:
Copies- i:
Pages
:: Descri tion . .
1
1
1
Notice Inviting Sealed Bids
2
3
4
5
These are transmitted as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
® For your use ❑ Approved as noted ❑ Submit copies for distribution
® For your action ❑ Returned for corrections ❑ Return corrected prints
❑ For reviewicomment ❑ Other:
Remarks: On February 19, 2002, the City Council authorized the advertisement of the Huntington
Harbor Sewer Lining Project, Phase 11, CC1174. Please find attached the Notice Inviting Sealed Bids
for this project. Please have this advertised for 4'4, 4/1 1, and 4/18 with a bid opening on 4/23.
Please contact me at extension 8444 with any questions you may have.
c:
r
By:
Paul L. Whitely, Engineering- chnician
GACONslxUMON CONMACIS (CCS)\CCI I74\'rRAWOCLESKI 174.DOC
CITY OF HUNTINGTON BEACH
MEETING DATE: February 19, 2002 DEPARTMENT ID
ER- Pl �2 `017
CouncillAgency Meeting Held:
Deferred/Continued to:
pp oved ❑Conditionally pprove ❑Denied
� -City Clerk' Signature
Council Meeting Date: February 19, 2002
Department ID Number: PW 42-017
CITY OF HUNTINGTON BEACH c
REQUEST FOR COUNCIL ACTION
co
-�
SUBMITTED TO: HONORABLE MAYOR AND CITY COUNCIL MEMBERS
SUBMITTED BY: RAY SILVER, City AdministratorG�tolo
4 f" F r,
PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Works u
SUBJECT: Authorize Advertisement for the Huntington Harbour Sewer Lining
Project, Phase II; CC-1174
Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachment(s)
Statement of Issue:
Public Works staff has prepared Contract Documents and Specifications for the second
phase of the Huntington Harbour Sewer Lining Project; CC-1174.
Funding Source:
Funding for this Project will be through an Environmental Protection Agency (EPA) grant and
an Orange County Sanitation District (OCSD) grant. Matching grants in the amount of
$1,000,000 will be received for a total project budget of $2,000,000. Funds for this project
are in accounts No. 88389001.82600 Harbour Sliplining (EPA), Sewer Improvements and
88389002.82600 Harbour Sliplining (OCSD), Sewer Improvements.
Recommended Action: Motion to:
Approve the project plans and specifications and authorize the Director of Public Works to
request bids for the second phase of the Huntington Harbour Sewer Lining Project; CC-1174.
Alternative Actions :
Forego approval at this time and direct staff on how to proceed with the project. This action
could result in the forfeiture of grant co -funding in the amount of $2,000,000.
02-017 Feb 19 Krieger (advertise 1174) -7- 217102 11:53 AM
� �i
MEETING DATE: February 19, 2002 DEPARTMENT ID NUMBER: PW 02-017
Analysis:
On September 4, 2001, City Council authorized the Mayor to execute an agreement with
OCSD for the District's portion of the funding. On December 10, 2001, the EPA informed
staff that federal funding was also authorized for this project. The project will consist of lining
approximately 45,000 lineal feet of sewer mains and rehabilitating approximately 1,500
vertical feet of manholes. Public Works staff has prepared Contract Documents and
Specifications for this project and now requires permission to advertise for bid.
Public Works Commission Review:
On January 16, 2002, the Public Works Commission, by a vote of 5-0-2-0 (Mason and
Gartland absent) approved the staff recommendation to request that City Council authorize
the Director of Public Works to request bids for the second phase of the Huntington Harbour
Sewer Lining Project; CC-1174.
Environmental Status:
This project is categorically exempt pursuant to Class B, Section 15301 of CEQA.
Attachments :
RCA Author: Krieger:jm
02-017 Feb 19 Krieger (advertise 1174) -3- 215102 11:36 AM
ATTACHMENT 1
ING AREA
CC-1 174 LOCATION MAP
CITY OF HUNTINGTON BEACH
DEPARTMENT OF PUBLIC WORKS
ri
RCA ROUTING SHEET
INITIATING DEPARTMENT:
Public Works
SUBJECT:
Authorize Advertisement for the Huntington Harbour Sewer
Lining Project, Phase Il; CC-1174
COUNCIL MEETING DATE:
February 19, 2002
::.RCA;ATTACHMENTS: :. =
STATUS.,.
Ordinance (w/exhibits & legislative draft if applicable)
Not Applicable
Resolution (w/exhibits & legislative draft if applicable)
Not Applicable
Tract Map, Location Map and/or other Exhibits
Attached
Contract/Agreement (wlexhibits if applicable)
(Signed in full b the CityAttome
Attached
Subleases, Third Party Agreements, etc.
(Approved as to form by City Attome
Not Applicable
Certificates of Insurance LApj2roved by the City Attome
Not Applicable
Financial Impact Statement Unbud et, over $5,000
Not Applicable
Bonds If applicable)
Not Applicable
Staff Report If applicable)
Not Applicable
Commission, Board or Committee Report If applicable)
Not Applicable
Findings/Conditions for Approval and/or Denial
Not Applicable
: EXPLANATION FOR. MISSING. ATTACHMENTS
REVIEWED
RETURNED
'FORWARDED
Administrative Staff
Assistant City Administrator Initial
City Administrator Initial
City Clerk
T 7��UI
-EXPLANATION FOR RETURWOF ITEM:
RCA Author: Krieger
0
CITY OF HUNTINGTON BEACH
2000 MAIN STREET
OFFICE OF THE CITY CLERK
CONNIE BROCKWAY
CRY CLERK
July.,19 , 2002
To: AES Construction Grou
8100 Balboa Place
Van Nuys, CA 91406
CALIFORNIA 92648
Enclosed please find your original bid bond issued by AMerican Guarantee and
Liability Insurance._ Company for CC No. 1174
Connie Brockway, CMC
City Clerk
Enclosure
g:lfollowuplcashconlrelumbidbond.doc
(Telephone: 714.536-5227 )
THE AMERICAN INSTITUTE OF ARCHITECTS
A!A Document A310
I=T1Ti
KNOW ALL MEN BY THESE PRESENTS, that we
A.E.S. CONSTRUCTION GROUP
8100 BALBOA PL.
VAN NUYS, CA 91406
as Principal, hereinafter called the Principal, and
AMERICAN GUARANTEE AND LIABILITY INSURANCE COMPANY
3003 Summit Blvd., Suite 1700
Atlanta, GA 30319
a corporation duly organized under the laws of the State of NEW YORK
as Surety, hereinafter called the Surety, are held and firmly bound unto
CITY OF HUNTINGTON BEACH
2000 MAIN STREET
HUNTINGTON BEACH, CA 92648
as Obligee, hereinafter called the Obligee, in the sum of
TEN PERCENT OF THE TOTAL AMOUNT OF THE BID Dollars ($10%),
for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and. severally, firmly by
these presents.
WHEREAS, the Principal has submitted a bid for
HUNTINGTON HARBOR SEWER PROJECT - PHASE II - WITHIN THE AREA BOUNDED BY EDINGER
AVENUE TO THE NORTH, ALGONQUIN STREET TO THE EAST, WARNER AVENUE TO THE SOUTH
AND EDGEWATER STREET TO THE WEST - CASH CONTRACT NO. 1174
NOW, THEREFORE, if the Obligee shall accept the hid of the Principal and the Principal shall enter into a Contract with the Obligee in
accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with
good and sufficient surety for the faithful performance of such Contract and for the Prompt payment of labor and material furnished in
the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the
Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such
larger amount for which the Obligee may in good faith contract with another party to perforrn the Work covered by said bid, then this
obligation shall be null and void, otherwise to remain in full force and effect
Signed a ��seaal�le`,ddJ this 22ND ay of APRIL, 2002
ne55
Susan
onse
ness
J.W. Johnson, Attorney -in -Fact
AIA DOCUMENT A310 • BID BOND • AIA . FEBRUARY 1970 ED + THE AMERICAN
INSTITUTE OF ARCHITECTS, 1735, N.Y. AVE., N.W., WASHINGTON, D.C. 20006
AMERICAN GUARANTEE AND LIABILITY INSURANCE COMPANY
One Liberty.06
aia, [36th Floor], New York, York, 100
CERTIFIED POWER OF ATTORNEY
APPOINTING, INDIVIDUAL ATTORNEY(S)-IN-FACT
�7j
rbtIqn-,-,
dAN_G1JA"Nfk A�e-7'LIXBl"Liii�INSURAN�q�,C66 NY, _EN�BY�THE FPRESENTjhat.tK&(AMERI
KNOW(A�Ll_ MM 'r- % e PRESENT, Ve
'r --e'd.6Fa�ndexii�ndu�d�r,-Ih;la'w-�s�ofi�A 16-0- S i�dmCurKlllintli,'�
c
dlVv;ifh 49`Exe'cbtive Offloe located in cl
gr �T
- n '6tb. constitute and appoint t UZ
J.W. Johnscin, Frank Robitaille, Brad L Settgast of Fullerton, CA
Its true and: lawful AttorneyW-6-Fact with pow4 and authority hereby. conferred to sign, seal and execute in .1 its behalf, during the
period beginning with the date. of issuance of the power: Any and 'gall bondi, undertakings, recognizances or 'other written
obfigatlons In the nature thereof,
-and to bind AMERICAN GUARANTEE AND LIABILITY INSURANCE COMPANY thereby, and all ofthe acts of said. Attornei(s)-in Fact,
rs puuant to these presents are hereby ratified and confirmed.. -This . Power' of Attorney is made and &xecuted-p " ursuant to and by the.,.7' a By -Law authority of the " Comp 'Liaim duly by. the BoaM.'61` Direct&� of.the any -which By! -Law he's not been amended or.
rescinded:
Section 2, Article 111. '...Thepresident or a vice president in a written instrument attested by: a'§ecretary or an assistant secretary
mey �a),ppoint any perton Attorney -in FaalvWth authority to execute surety bonds on b-phallf,oi-the compa
ny -
and other forma
in reference thereto--Ahd- reinsurance agreemei 'd_6--hdiofaII.k(ndsan
underivfltln�-contractjfl�' iiinsij its.r6latlng,to individual policies,an 6 d
t
I n n '4-
ke the pavers � ntedT A.
altta�:h:tfie cofp6rate seWn11.'X6y--sucK.,dffi66' may,fdvo5,Any Att&n6y-1
A ly
A
[Th wing ResolLition adopt the Board of
is Poweivi AttdrnAy is signed and sealed by f4csimile Aerand- b i ihe-a 6 of -the following 6
. i�� authority ; -
L_j =-1 6 1 .1 4m-- I
Directors of the,AMERFdA -N-�G(JA''RA�OEE'A'ND-�'LIABILiT-Y I`N§U� -ara meeting duly called and.tiM on ttie2 th'-'d'ay. -
of March 1992:.'- _2
t
-thes signature p attesting signature of asecre secretary organ assistant.'
that 'I iat6re'd the:president or:'b iiice resident and the attestin
--'iecretar d the -ii-j-"'flik" ' facsimile a Power of Attorney granted'pursuant to'
y.an esbbl the company may be,a ad by acsimlica 6y-
r,--a-�d7the-sion-�iur-o'�f-'-a-iecretir -�t,secretar J% n may be secretary, -or arrdsMits _y-and-.ti�e's6a[6ithe'.-c:om�pa y-m dir�p
certificate.-soeie&Ai§ci-and-seai4d shid
bindif1g,oriiiihe oomp&ny. M.
�`'=IN_WITNESS WHEREOF, the AIUfERICAIV�G
4v%` executed inAti-.na�ne and,on ftvbehalf ant
T Z. . ...... y 6(156--c-e mir-15—ef-2 0-0-6
oRied. the 29th'- a,
-.- _". __ t "I JV-1, I - ! _� V. -1 -
Lf
—
'E ftfqxtayoZi
,CWthis 2996-day of December
A f
fAny.such power or rceruficaW tti6idof bead
jith�r6sp6ctlolady-bdnd. or -undertaking -to which it is -attached .-"continue to -be va
kRANTEE AND LIABILITY- INSURANCE COMPANY .W&sse:dau 'd these
prpsenpresent:: - 8 .
s C6rp6ratey Seal to be affixed and .attested`by Its_ '6filcei's'therdurit
�,
01 Paper that detb unaiitfioriz d�Eop yl 9,6haxlrgr PA !"'D
tANTEF.AND.ILIABILIT.-Y7!INSURANCE,COMPAN'V.--!�..---�
V- r.
P.17
;Executive
Hurhele
iesiddnt
f
J;.
t add secretary of the kM�i�ICAhi�GliARANTCE.A:t4b-.--LIABiLiT-V.
t_c6mmissio d.a'nd qualified;
(34iling
,.-.,MbRANCE'C0 . MPA 611 e the individuals and officers described, in dkho.exdCuted the pre,
Vz'm: instrument, And they �ea i _the� a6knoWl d execution of the same and;'being by me duly sworn, they severally and each f6r. hiiii -self."
y
:-,deposed a6d.,saldAhat ihey, respdefive'li'--hold ,ttie-..oMoes.in said Corporation as indicated, that the' Seal- affixed to -the Or6�ln'a-
°x- instrument �s the Co rate Seaf of r orra--eI66— -Ne-sala-CoWral[6 S-e-a1_-arfd_thj6W 6�
r signat reias
_p Ad�tfijt
A i
afflied andisubsdib6d'to the saidinstrument ail Id corporate
q al due pprp' auffidd'zdtibn-
j
N1WTNESSWHE
REOF, PKWa hereunto set my:-hKand�andAWx6d myOfficiai al he day and year first OV6 written
I 'HAW: X
1misioA.Wlla[-L ^...[x�
'a�sruriuos
4-
Notary
My'Cornmission'E*pir's-i 08/22103
Th : is Power of Attorney limits. those fi-anied 'therein to the bonds -and unde . rtakirigs -sp . ecifically.ndm6d ihereih, and they have
the of ose
'�-Fikiuthority'to bind the Company except _in the _manner 'and to the extent'fibrein stated.'
I, the undersigned, a secretary of the AMERICAN GUARANTEE AND LIABILITY INSURANCE COMPANY; do'hereby certify that the
4-�-P&er of Attorney. hereinabove set forth is'still in full forte and effect; and further certify that Sectio:n 2 of Article III of -the By -Laws 'of the .
Company and the Resolution of the Board of Directors set i1ordh"in-said Power of Attorney are still in force. In testimony whereof I have
y name phd1afflidd H6 s651 of pai nth day o0ai ,rV.
_mil f DI
V
David A. Bowers
-sec4iW.-Y
Serial u6b& 88789789805222001112022
J
State of California }
} SS.
County of Orange
e }
On Aril 22 2002 , before me, Brad L. Settctast. Notary Public_ ,
Dale Name and Title of Officer (a g- Jane Doe, Notary Public
Personally appeared J.W. Johnson
BRAD L. SETTGASTee>
+' COMM # 1263698 D
LU NOTARY PUBLIC. CALIFORNIA m
ORANGE COUNTY
Q My Commission :xp::es Feb.14, 2004 ♦
2♦►+++v♦+vr++M♦ 4��8M444i4404H06A00.6�i
® personally known to me
Aundeacs
to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me that he/she executed
the same in his/herttheir authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s),
or the entity upon behalf of which the
person(s) acted, executed the instrument.
—Apff-VE nnd official seal.
Place Notary Seal Above / ahre of Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment or this form to another document
Description of Attached Document
Title or Type of Document: BOND
Document Date: April 22, 2002 Number of Pages:
Signer(s) Other Than Named Above: A.E.S._ CONSTRUCTION GROUP
Capacity(les) Claimed by Signer
Signer's Name:
❑
Individual
❑
Corporate Officer — Title(s): _
❑
Partner --- ❑Limited ❑
®
Attorney -in -Fact
❑
Trustee
❑
Guardian or Conservator
❑
Other:
Signer is Representing:
01997 National Notary Assoclat.-on . 9350 Desoto Ave.. P.O. Box 2402 . Chatsworth. CA 91313-2402
CALIFORNIA ALL=PURPOSE�ACKNOWLEDGEMENT�
State of California
County of Los Angeles
On April 22, 2002 before me, Cynthia Sabatini, Notary Public
personally appeared Art Babcock
® Personally known to me - OR - ❑
CYNTHIA 5ABA11111
Commbslon 01245142
ILINotary Public - Call4omio
Los Mgeles cow* f
My Cn►rmrr+. Frr+'mc Dec 9, 2t100
proved to me on the basis of satisfactory
evidence to be the person(s) whose
name(s) is/are subscribed to the within
instrument and acknowledged to me that.
he/she/they executed the same in
his/her/their signature(s) on the instrument
the person(s), or the entity upon behalf of
which the person(s) acted, executed the
instrument.
WTNES y hand and aci ,I seal.
(sl ATURE OF NOTARY)
Optional
Though the data below is not required by law, it may prove valuable to persons relying on the document and
could prevent fraudulent reattachment of this fora.
Description of Attached Document
Title or Type of Document: Bond
Document Date: April 22, 2002 Number of Pages:
Signer(s) Other Than Named Above
Capacity(ies) Claimed by Sigher(s)
J.W.Johnson
Signer's Name: Art Babcock I Signer's Name: J.W. Johnson
❑ Individual
® Corporate Officer
Title(s) Vice President
❑ Partner - ❑ Limited ❑ General
❑ Attorney -in -Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer is Representing:
A. E. Schmidt Environmental
❑ Individual
❑ Corporate Officer
Title(s):
❑ Partner - ❑ Limited ❑ General
® Attorney -in -Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer is Representing:
American Guarantee & Liability Ins.
Co.
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SECTION C
. PROPOSAL
for the
HUNTINGTON HARBOUR SEWER PROJECT
PHASE II
Within an area bounded by
EDINGER AVENUE TO THE NORTH, ALGONQUIN STREET TO THE EAST,
WARNER AVENUE TO THE SOUTH AND EDGEWATER STREET TO THE WEST.
CASH CONTRACT No. 1174
in the
CITY OF HUNTINGTON BEACH
TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF
HUNTINGTON BEACH:
In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees
to perform all the work therein described, and to furnish all labor, material, equipment and
incident insurance necessary therefor, in accordance with the plans and specifications on file in
the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to
perform the work therein to the satisfaction of and under the supervision of the City Engineer of
the City of Huntington Beach, and to enter into a contract at the following prices. The
undersigned agrees to complete the work within 160 working days, including material delivery,
starting from the date of the Notice to Proceed.
BIDDER declares that this proposal is based upon careful examination of the work site, plans,
specifications, Instructions to Bidders and all other contract documents. If this .proposal is
accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and/or
lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to
enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of
the guaranty accompanying this proposal.
BIDDER understands that a bid is required for the entire work, that the estimated quantities set
forth in the Bid Schedule are solely for the purpose of comparing bids and that final
compensation under the contract will be based upon the actual quantities of work satisfactorily
completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE
CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant
expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid
opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and
C- t
will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall
govern over extended amounts, and words shall govern over figures.
If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in
executing the required contract and filing the necessary bonds and insurance certificates within
10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the
proceeds of the security accompanying this bid shall become the property of the AGENCY and
this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void.
Accompanying this proposal of bid, find Bidder's Bond in the amount of S z------ which
said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice
Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified
Check", or "Bidder's Bond", as the case may be).
Bidder shall signify receipt of all Addenda here, if any:
Addenda No.
Date Received
Ogdq6Mdnature
1
4192
v
.0-
•
C-2
PROJECT BID SCHEDULE
:Item
1: Estjtnatea
n
7; - 7:7 74tem with:u it price-.7-.. -.7
Extended::
N 0
Quantity.
. .... .....
Writteff In woOds'..."'.
:.Unit:Pri&:::
Arno uht ...
I
1
Mobilization of equipment & materials
lump sum
@ Dollars
S 3..,000
S 3,000
Per lump sum
-
2
1
Traffic Control per Specs.
lump sum
@ Dollars
S1000
S 2,000
Per lump sum
3
1
Demobilization of equipment & materials
lump sum
@ Dollars
$ 3,000
S3,000
Per lump sum
4
6527
Line 15 " host pipe per Specs.
IS.
@ I- y --f- j Ami Dollars
$65.27
426,017
twenty-seven Cents
Per If
5
344
Line t2" host pipe per Specs.Lf Dollars
@ Oneh1uneked
S 168.82
558, 074. Of
si3fy eigh
eighty-two Cents
Per If.
6
3081
Line 10" host pipe per Specs.
LE
@ Fi f:Ly-orje Dollars
$51 .71
$15 9, 318 .
-Cents
Per Lf
7
29737
Line 8" host pipe per Specs.
@ thirty-one Dollars
$31 .76
944, 447.
sgyenty--,jx Cents
Per IS.
8
676
Re -open service lateral per Specs.
ca.
@ One hundred four Dollars
$104.63
S 70,729.
sixty-three Cents
Per ea.
9
102
Grind protruding lateral per City requirements.
ea.
@ Rt-_yt-n hundred RixtW-th s
$763.68
S 77,895-.
sixty-eight Cents
Per ea.
10
1
Remove & Replace Clean -Out per specs.
ea.
@Fj B2 &j-jqbjt thdnqryj,_jk hnbEd fjUeDollars
$ 5 8 F -6 0 5
5$ 605-
semmby=-file Cents
Per ea.
11
1821
Rehabilitate Manhole per Specs.
V1
@ One hundred fifty-four Dollars
$I R4 7n
$ 981 , 7nFt
seventy Cents
IPer v.f
I
1 11
otaAmount Bid -in_ F4ures. 5 2, 0 8 4, 7 9 7. 0 0
Total Amount Bid in Words: 7,o ntilim ejqhtv_fiaw
............................................................................................ . ................
30
Ic
U.
2
5
70
C-Is (Addendum 1)
LIST OF SUBCONTRACTORS
•
In accordance with Government Code Section 4104, the Bidder shall set forth the name and
business address of each subcontractor who will perform work or render service to the bidder on
said contract in an amount in excess of one-half of one percent of the total bid and the portion of
the work to be done by such subcontractor.
Portion
of Work
Name and Address of Subcontractor
State License
Number
Class
65%
MINER WEST
17%
Inland Concrete Enterprises
2434 Rubidoux Blvd, Riverside, CA
476110
A
By submission of this proposal, the Bidder certifies:
rm the balance of all work which is not covered in the
w
.[irtthe;G a1�C,� v�`l�frnished copies of all subcontracts entered into and bonds
furnished by subcontractor fdf,this project.
C-3
NONCOLLUSION AFFIDAVIT
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH ]BID
State of California
ss.
County of Orange
Art Babcock , being first duly sworn, deposes and says that he or she is
Vice President of AES_Construction Gr= (AFSr1 the party making
the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed
person, partnership, company, association, organization, or corporation; that the bid is genuine
and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any
other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired,
connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall
refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by
agreement, communication, or conference with anyone to fix the bid price, or that of any other
bidder, or to secure any advantage against the public body awarding the contract of anyone
interested in the proposed contract; that all statements contained in the bid are true; and, further,
that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown
thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will
not pay fee to any corporation, partnership, company association, organization, bid depository, or
to any member or agent thereof to effectuate a collusive or sham bid.
Art Babcock
Name of Bidder
Signature of Bidder
8100 Balboa Place, Van Nuys_ CA 9140f;
Address of Bidder
Subscribed and sworn to before me this day o t *
cC , 200 �.
NOTARYPU
CWWd1ftk=6
to AnoolaI CW*
MyCamm. Bcw owt.l=
NOTARY SEAL
CJ
C-a
UTILITY AGREEMENT
• HONORABLE MAYOR AND CITY COUNCIL
CITY OF HUNTINGTON BEACH, CALIFORNIA
Gentlemen:
The undersigned hereby promises and agrees that in the performance of the work specified in the
contract, known as the HUNTINGTON HARBOUR SEWER PROJECT PHASE II; CC-
1174, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in
proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is
defined in Title 8, California Administrative Code, Section 2700, as follows:
"Qualified Person; A person who, by reason of experience or instruction, is familiar with the
operation to be performed and the hazards involved. "
The undersigned also promised and agrees that all such work shall be performed in accordance
with all applicable electrical utility company's requirements, Public Utility Commission orders,
and State of California Cal -OSHA requirements.
The undersigned further promises and agrees that the provisions herein shall be and are binding
upon any subcontractor or subcontractors that may be retained or employed by the undersigned,
and that the undersigned shall take steps as are necessary to assure compliance by any said
subcontractor or subcontractors with the requirements contained herein.
Date: 4 22 2002
•
_ AES Constauc=n Gmuip f AESC ]
Contractor -
aIdArt
Babcock
By
UMM-WOM71
Oyu
C-5
DISQUALIFICATION QUESTIONNAIRE
in accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty
of perjury, the following questionnaire. 0
QUESTIONNAIRE
Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary
interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or
completing a Federal, State or local government project because of a violation of law or a safety
regulation?
❑ Yes 8 No
If the answer is yes, explain the circumstances in the space provided.
Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the •
Proposal shall constitute signature of this questionnaire.
COMPENSATION INSURANCE CERTIFICATE
Pursuant to Section 1861 . of the State Labor Code, each contractor to whom a public works
contract has been awarded shall sign the following certificate.
I am aware of the provisions of Section 3700 of the Labor Code which require every
employer to be insured against liability for worker's compensation or to undertake self-
insurance in accordance with the provisions of that code, and I will comply with such
provisions before commencing the performance of the work of this contract.
Date: 4 22 2002
•
AES Construction Gro -- jAF-1;r)
Contractor
r
i�
Lvr `fit labc�ck
By
Vice President
Title
C-7
UNDERGROUND SERVICE ALERT
IDENTIFICATION NUMBER
(To be completed only by the awarded Contractor prior to excavation) •
No excavation will be permitted until this form is completed and returned to the AGENCY.
Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued
before a Permit to Excavate will be valid.
To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133
a minimum of two working days before scheduled excavation.
Dig Alert Identification Number:
Contractor
By 0-
Title
Date:
Note: This form is required for every Dig Alert Identifcation Number issued by U.S.A. •`
during the course of the Work. Additional forms may be obtained from the -AGENCY
upon request.
C-8
BIDDER certifies that the following information is true and correct:
Bidder Name
8100 Balboa Place, Van Nuyc;, CA 9140F,
Business Address
Van Nuys CA _ 21406 -
City, State Zip
1`8
760372 ., A ri n--
State Contractor's License No. and Class
3/15/1999
Original Date Issued
• .1131/2nnl
Expiration Date
The work site was inspected by Dennis SkipMg of our office on a[]q. 200-2.
The following are persons, firms, and corporations having a principal interest in this proposal:
Tom_Sower
Art Babcock
Dante Jumanan
C]
President
Vice President
C-9
The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability,
financially or otherwise, to perform the contract for the proposed work and improvements in
accordance with the plans and specifications set forth.
AFF; C on_strur_tinn C;rrnp {AFS[J
Company Name„
Signature of Bidder
Art Babcock
Printed or Typed Signature
Subscribed and sworn to before me thisc:LKday o f , 2004-_
CYNTHIA SABATINI
Commission # 1245142 !
Notary Public - Calitomlo
Los Angeles County
My r!,.,m,.,
NOTARY
NOTARY SEAL
Listed below are the names, address and telephone numbers for three public agencies for which
the bidder has performed similar work within the past two years:
1. City of Huntington Beach 2000 Main St. Huntin to
Name and Address of Public Agency
Name and Telephone No. ofProject Manager. -Dave Verone 214-516-5410
$2,091,750.00 Sewer Lift Station Improvement On lining
Contract Amount Type of Work Date Completed
2. E1 S;..5nr&:'Dal'jeU jdnt-er 11.31 7 Chaney Street, T.aka F1 cj none. I -A —
Name and Address of Public Agency
Name and Telephone No. of Project Manager: Nona Yang 909-674-3146
$1 , 400, 000.00 Installation of forced CPSdeYi ' 8/30/00
Contract Amount Type of Work Date Completed
900 S. Freman Ave.
3. County of
Name and Address of Public Agency
Name and Telephone No. of Project ;Manager: Michael Ignatius 626-458-31 48
$2 253 387.00 Installati.on•
Contract Amount Type of Work Date Completed
C-10
The following information must be returned with the bid
0 Bidder's name: AES Construction Qc=_(AESC)
Bidder's address: 8100 Balboa Place, Van Nuys, CA 91406
Phone number: _ _ {818) 786-4125 Fax number: _( 818)-186-41 n6 _
Attach a letter to this sheet from the manufacturer stating:
1. The installer listed above is factory licensed and trained.
2. SDR thickness supplied (minimum thickness SDR 35)
3. Have the ability and will supply the necessary amount of material within the
construction time frame.
List of three certified laboratories that can perform the required ASTM testing.
Laboratory number 1:
Name: Construction Testing & Engineering
Address: 490 E. Princeland Court #7 Corona CA
Telephone number: 909-371-1890
Contact person: R;har-cL bra f fgin ,-o; d
Laboratory number 2:
• Name: Inspection Services
Address:
•
Telephone number:
71 4-531-2278
Contact person:
r _ 01 mnc'
—Phil
Laboratory number 3:
Name:
DJS Special Inspections
Address:
1875 Woodside Drive hou
Telephone number:
805-493-1475
Contact person:
Don Sunseri
C-11
BIDDER'S CERTIFICATION*
HOUSING AND URBAN DEVELOPMENT ACT OF 1968 AS AMMENDED IN 1992,
SECTION 3 TITLE 24, Code of Federal Regulations, Part 135*
Economic Opportunities for Low and Very Low-income Persons
The bidder, under penalty of perjury, certifies that except as noted below, any person associated
therewith in the capacity of owner, partner, director, officer, or manager (initial the applicable
selections):
Will ensure that 10% of all new hires as a result
of this project shall meet all requiremnents of
Section 3 of CFR Part 135 of the HUD Act of
1968; or
x Will hire no new employees in conjunction with
this project.
Will award 10% of its sub -contracts to Section 3
businesses.
This certification shall apply to the prime contractor's sub -contracts related to this project.
Contractor: AES Construction Group (AESC) -
Contact Person: Art Babc6ck
Contact Phone: s
Signed: — (AtL -
Date: 4/22/02
*Note: The above certification is required by the Department of Housing and Urban
Development (24 CFR 135 and Subtitle A et al) and must be submitted by the bidders and
proposed sub -contractors only in connection with contracts and subcontracts which are subject to
Section 3 of the 1968 Housing and Urban Development Act, as amended in 1992 (HUD).
Previous non-compliance with Section 3 could result in disqualification.
C-l2
•
r
1•
City of Huntington Beach
Public Works Department
2000 Main Street
Tel. (714) 536-5431, Fax (714) 374-1573
ADDENDUM NUMBER ONE
For
HUNTINGTON HARBOUR SEWER PROJECT PHASE II
CC- 1174
April 17, 2002
Notice To PJI Bidders:
Please note the following revision to the Project Specifications, and Technical Provisions:
PROJECT BID SCHEDULE
Remove existing page C-1s, and insert attached page C-1s (Addendum 1)
Any deviation from this notification procedure must be approved by the Engineer.
This modification does not change the Engineer's Estimate for this project.
This is to acknowledge receipt and review of Addendum Number one, dated April 17, 2002.
AES C_o_f� _ nstruction Group (AMC) ... —
Company Name By
Date
All bidders must acknowledge the receipt of this Addendum with your bid proposal.
Should you have any questions regarding this Addendum, please call Todd Broussard at (714) 536-5247.
j, CITY OF HUNTINGTON BEACH
2000 MAIN STREET CALIFORNIA 92648
OFFICE OF THE CITY CLERK
CONNIE BROCKWAY
CITY CLERK
July 19 ,2002
To: Wesco Infrastructure Technologies
Torrance,CA 90501
Enclosed please find your original bid bond issued by Fidelity and Deposit
Company of Maryland for CC No. 1174
Connie Brockway, CIVIC
City Clerk
Enclosure
g:lfollowuplcashconlretum5idbond. doe
I Tele phone: 71 A-536.5227 )
BID BOND
Conforms with The American Institute of
Architects, A.I.A. Document No. A-310
KNOW ALL BY THESE PRESENTS, That we, Wesco Infrastructure Technologies
as Principal, hereinafter called the Principal,
and the Fidelity and Deposit Company of Maryland _
of 225 S. Lake Avenue, Suite 700, Pasadena, CA 91101 ., a corporation duly organized under
the laws of the State of Maryland , as Surety, hereinafter called the Surety, are held and firmly bound unto
City of Huntington Beach as Obligee, hereinafter called the Obligee,
in the sum of Ten Percent of the Total Amount Bid -----------------------------------------------------
Dollars (S 10% of Amount Bid - - - - ) , for the payment of which sum well and truly to be made, the said Principal and the said
Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Principal has submitted a bid for Huntington Harbour Sewer Project, Phase 11
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a Contract with the Obligee
in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding or Contract Documents with
good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in
the prosecution thereof, or in the event of the failure of the Principal to enter such Contract and give such bond or bonds, if the
Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such
larger amount for which the Obligee may in good faith contract with another party to perform the Work covered by said bid, then this
obligation shall be null and void, otherwise to remain in full force and effect.
Signed and sealed this 22nd day of April 2002
Witness
Witness
Wes Infrastructure Technologies
(Seal)
Principal
Title
Fidelity and Deposit Company of Maryland
{
By
Nanette Mariella-Myers Atto y-in-Fact
12100
FRP
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
No. 5907
State of California
County of Orange
On before me, Rhonda C. Abel, Notary Public
DATE NAME, TITLE OF OFFICER- E.G.. "JANE: DOE, NOTARY PUBLIC"
personally appeared Nanette Mariella-Myers
NAME(S) OF SIGNER(S)
® personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s)
whose name(s) is/are subscribed to the within instrument and
acknowledged to me that helshelthey executed the same in
his/her/their authorized capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the entity upon
behalf of which the person(s) acted, executed the instrument.
r RHONDA C. ABEL
COMM. 4 1312777
(7 .� NO WY FUKL C•CAL'FORh;A'
ORANGECOJNTY 0 WITNESS my hand and a Icial seal.
COMM. UP. A':G. 9. 2C�.5 �
SIGNATURE OF (VOTARY
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and
could prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
❑ INDIVIDUAL
❑ CORPORATE OFFICER
TITLE(S)
❑ PARTNER(S) H
LIMITED
GENERAL
® ATTORNEY -IN -FACT
❑ TRUSTEE(S)
❑ GUARDIANICONSERVATOR
❑ OTHER:
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY(IES)
DESCRIPTION OF ATTACHED DOCUMENT
TITLE OR TYPE OF DOCUMENT
NUMBER OF PAGES
DATE OF. DOCUMENT
SIGNER(S) OTHER THAN NAMED ABOVE
S-40671GEEF 2198 0 1993 NATIONAL NOTARY ASSOCIATION - 8236 Remmet Ave., P.O. Box 7184 - Canoga Park, CA 91309.7184
Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
HOME OFFICE: P.D.13OX 1227, 9ALTIMORE, MD 21207.1227
Know ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of
Maryland, by W. B. WALBRECHER, Vice -President, and T. E. SMITH, Assistant Secretary, in pursuance of authority granted by Article VI, Section
2, of the By -Laws of said Company, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date
hereof, does hereby nominate, constitute and appoint Nanette Mariella-Myers, of Costa -Mesa, California, its true and lawful agent and
Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all bonds and
undertakings and the execution of such bonds or undertakings in pursuance ese presents, as binding upon said Company, as fully and
amply, to all intents and purposes, as if they had been duly executed and ac ed by the elected officers of the Company at its office in
Baltimore, Md., in their own proper persons. This power of attorney revoke ucd on be 'anette Mariella-Meyers, dated April 28, 1998.
The said Assistant Secretary does hereby certify that the extract set fo the reve creof is a true copy of Article VI, Section 2, of the
By -Laws of said Company, and is now in force.
IN ATMSS WHEREOF, the said Vice -President and Assis have ff subscribed their names and affixed the Corporate Seal of
the said FIDELITY AND DEPOSIT COMPANY OF MARYLAP�8th day o'ZA.D. 1998.
ATTEST: FIDELITY AND ISIT CO1�ALWY OF MARYLAND
By: GIL�e.Ger
T. E. SmithAssistant Sec W. A Walbrecher vice -President
Sterne of Maryland ss:
County of Bahirnore �O
On this I Sth day of May, A.D. 1998, before the subsc ' l<ij� tary Public of the State of Maryland, duly commissioned and qualified, came W. B.
WALBRECHER, Vice -President and T. E. SMITH, t Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me
personally known to be the individuals and off bed in and who executed the preceding instrument, and they each acknowledged the
execution of the same, and being by me duly swo ly and each for himself deposeth and saith, that they are the said officers of the Company
aforesaid, and that the seal affixed to the precedit�tstntment is the Corporate Seal of said Company, and that the said Corporate Seal and their
signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written.
} wrn q
Car 1 J. Fader Notary Public
My C iss' Expires: August 1, 2000
CERTIFICATE
1, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the original Power
of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that
the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors
to appoint any Attomey-in-Fact as provided in Article VI, Section 2, of the By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND.
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of
the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990.
RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any
Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of
any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually
affixed.'
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this
day of �DOoZ
Assistant Secretary
L1428-012-5025
e e i sue$ s.
x
n. - - _•'
.-0e.
f - '
CITY OF HUNTINGTON BEACH
City Clerk Second Floor
2000 Main Street
Sxs � 3 v
_r
-::_ •' -
Huntington Beach,•2648
i.:
'y-
`� _ .,.,.E '^,r t 1T-'L. "`�"" '� `,x _ +' '�. x 7 `r•"' "1s` '-+,
wpdw �, �, F r �' »C � ,��, ';•a'x s'*"'-.r�•-•�k �'�"`��°s ..i-
-_>%h. n"'*..:. n c ,z -E,�., _v. ..�•��, ..
SECTION C
PROPOSAL
for the
HUNTINGTON HARBOUR SEWER PROJECT
PHASE II
Within an area bounded by
EDINGER AVENUE TO THE NORTH, ALGONQUIN STREET TO THE EAST,
WARNER AVENUE TO THE SOUTH AND EDGEWATER STREET TO THE WEST.
CASH CONTRACT No. 1174
in the
CITY OF HUNTINGTON BEACH
TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF
HUNTINGTON BEACH:
In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees
to perform all the work therein described, and to furnish all labor, material, equipment and
incident insurance necessary therefor, in accordance with the plans and specifications on file in
the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to
perform the work therein to the satisfaction of and under the supervision of the City Engineer of
the City of Huntington Beach, and to enter into a contract at the following prices. The
undersigned agrees to complete the work within 160 working days, including material delivery,
starting from the date of the Notice to Proceed.
BIDDER declares that this proposal is based upon careful examination of the work site, plans,
specifications, Instructions to Bidders and all other contract documents. If this proposal is
accepted for award. BIDDER agrees to enter into a contract with AGENCY at the unit and. -"or
lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to
enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of
the guaranty accompanying this proposal.
BIDDER understands that a bid is required for the entire work, that the estimated quantities set
forth in the Bid Schedule are solely for the purpose of comparing bids and that final
compensation under the contract will be based upon the actual quantities of work satisfactorily
completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE
CONTRACT. It is agreed that the unit and -for lump sum prices bid include all appurtenant
expenses, taxes, royalties. fees, etc., and will be guaranteed for a period of sixty days from the bid
opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and
C-1
will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall
govern over extended amounts, and words shall govern over figures.
If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in
executing the required contract and filing the necessary bonds and insurance certificates within
10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the
proceeds of the security accompanying this bid shall become the property of the AGENCY and
this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void.
It'4`4 F99 4.0
Accompanying this proposal of bid, find ,Za2� in the amount of S G Which
said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice
Inviting Sealed Bids, payable to the AGENCY. (please insert the words "Cash", "Certified
Check", or "Bidder's Bond", as the case may be).
Bidder shall signify receipt of all Addenda here, if any:
Addenda No.
Date Received
Bidder's Si nature
O
C-Z
PROJECT BID SCHEDULE
item:
.
Estimated
. . ..........
......
:.l:::.:Item:-witF:unit:price::I 1:1::::, ...............
:-::�:F,1tended:::::::
... .... ... .........
............... .......... ........ ........ . ....
........... . ..
Uh1t:PH&:'
I
Mobilization. of equipment & materials
lump sum
@ Dollars
S 3,000
S _3 000
Per lump sum
1
Traffic Control per Specs.
lump sum
@ T1N0 TTfrL)54-,P-iD Dollars
S 2.,000
$ 2,000
Per lump sum -
1
Demobilization of equipment & materials
lump sum
@ !Lb?:e7E TTWU!g^p Dollars
$ 3,000
$ _1000
Per lump sum
4
6527
11
Line 15 " host pipe per Specs.
@Mipi-Y -1-41N& ')ollars
�q. 00
S �-
S 215q$55��
7-F-P-0 Cents
Per Lf.
5
344
Line 12" host pipe per Specs.
@ Dollars
S 1?4_00
$
-Z Cents
Per Lf.
6
3081
Line 10" host pipe per Specs.
@ fffi FAY `ONE Dollars
S 31.00
SIG 5 I. -
Cents
Per 11
7
29737
Lf.
Line 8" host pipe per Specs.
@ C7 t:E Dollars
s '28
Cents
Per Lf.
8
676
ea.
Re -open service lateral per Specs.
@ 2F;me:t-ji)5 - Pi �tf Dollars
-7
s 5, 00
$ So 700-
Cents
Per ea.
9
102
ea.
Grind protruding lateral per City requirements.
@ HIINDRe D_ Dollars
S 300' .0(S
Cents
Per ea.
10
1
Remove & Replace Clean -Out per specs.
ea.
@ CND
$ It 000
$ 000-
—Dollars
-Z Cents
Per ea.
11
1821
V.f
Rehabilitate Manhole per Specs.
@ ONEDollars
100
S
7=F11L2 Cents
Per v.f
)V
C-Is (Addendum 1)
LIST OF SUBCONTRACTORS
In accordance with Government Code Section 4104, the Bidder shall set forth the name and
business address of each subcontractor who will perform work or render service to the bidder on
said contract in an amount in excess of one-half of one percent of the total bid and the portion of
the work to be done by such subcontractor.
Portion
of Work
Name and Address of Subcontractor
State License
Number
Class
pip JWcoLlGt-}
o
CD{�IST� 4JG��01� , L—P
I sco190,5017
' 3
By submission of this proposal, the Bidder certifies:
1. That he is able to and will perform the balance of all work which is not covered in the
above subcontractors listing.
2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds
furnished by subcontractor for this project.
C-3
NOrCOLLUSION AFFIDAVIT
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
State of California
ss.
County of Orange
L , being first duI sworn, de oses and says that he or she is
N of str r the party making
the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed
person, partnership, company, association, organization, or corporation; that the bid is genuine
and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any
other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired,
connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall
refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by
agreement, communication, or conference with anyone to fix the bid price, or that of any other
bidder, or to secure any advantage against the public body awarding the contract of anyone
interested in the proposed contract; that all statements contained in the bid are true; and, further,
that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown
thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will
not pay fee to any corporation, partnership, company association, organization, bid depository, or
to any member or agent thereof to effectuate a collusive or sham bid.
T. C. ANDERSON
0 COMM. # 12.35485
(�QCOMM.
NOTARY PUBLIC-CALIFORNIAC)
LOS ANGELES EXP. SEPT. 24, 25031
Name of Bidder J
r�� v MA
��r. • : .
20100 s.yksfero A,/(f . T rrar)c-�, Cl\ 1501
Address of Bidder
Subscribed and sworn to before me this 22 day of OPR%L- , 200
V
NOTARY PU13LIM ' " U4-4�
NOTARY SEAL
C4
UTILITY AGREEMENT
HONORABLE MAYOR AND CITY COUNCIL
CITY OF HUNTINGTON BEACH, CALIFORNIA
Gentlemen:
The undersigned hereby promises and agrees that in the performance of the work specified in the
contract, known as the HUNTINGTON HARBOUR SEWER PROJECT PHASE 11; CC-
1174, (1)(we)(1t) will employ and utilize only qualified persons, as hereinafter defined, to work in
proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is
defined in Title S, California Administrative Code, Section 2700, as follows:
"Qualified Person: A person who, by reason of experience or instruction, is familiar with the
operation to be performed and the hazards involved. "
The undersigned also promised and agrees that all such work shall be performed in accordance
with all applicable electrical utility company's requirements, Public Utility Commission orders,
and State of California Cal -OSHA requirements.
The undersigned further promises and agrees that the provisions herein shall be and are binding
upon any subcontractor or subcontractors that may be retained or employed by the undersigned,
and that the undersigned shall take steps as are necessary to assure compliance by any said
subcontractor or subcontractors with the requirements contained herein.
Date: &L4 L o�L
scc � �cls�rvcfure ��noi�res ,
Contractor
Z I I;r
By 6-11
Ger crci I _ MonmpL
Title -
C-5
DISQUALIFICATION QUESTIONNAIRE
In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty
of perjury, the following questionnaire.
QUESTIONNAIRE
Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary
interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or
completing a Federal, State or local government project because of a violation of law or a safety
regulation?
Cl Yes *No
If the answer is yes, explain the circumstances in the space provided.
Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the
Proposal shall constitute signature of this questionnaire.
C-G
COMPENSATION INSURANCE CERTIFICATE
Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works
contract has been awarded shall sign the following certificate.
1 am aware of the provisions of Section 3700 of the Labor Code which require every
employer to be insured against liability for worker's compensation or to undertake self-
insurance in accordance with the provisions of that code, and I will comply with such
provisions before commencing the performance of the work of this contract.
Date: 4p-, L
We�c,-cx Tnfr�c dru r T r�►-yloi iI�?s
Contractor �J
By
C I Marla
Title
C-7
UNDERGROUND SERVICE ALERT
IDENTIFICATION NUMBER
(To be completed only by the awarded Contractor prior to excavation)
No excavation will be permitted until this form is completed and returned to the AGENCY.
Section 4216/4217 of the Government Code requires a Dig Alert Identification Number be issued
before a Permit to Excavate will be valid.
To obtain a Dig Alert Identification Number, call Underground Service Alert at 1-800-422-4133
a minimum of two working days before scheduled excavation.
Dig Alert Identification Number:
Contractor
By
Gf�N�e _
Title
Date: A-FP4
Note: This form is required for ei•ery Dig :alert Identification Number issued by G'.S. A.
during the course of the Work. Additional forms may be obtained from the AGEA'CY
upon request.
C-8
BIDDER'S INFORMATION
BIDDER certifies that the following information is true and correct:
Y�Co I rJ��C� 1C fZJ Ri TECH r� > 7t E
Bidder Name
Business Address
TbP�RATI D r -
City, State Zip
(-3I G ) 2�1-� -
Telephone Number
-� 30 I � H- tN, g, "-Z- . NAG
State Contractor's License No. and Class
1 00 0
Original Date Issued
N f - ')- 002.
Expiration Date
The work site was inspected by C�xL.Xa. of our office on ¢— ?moo , 200
The following are persons, firms, and corporations having a principal interest in this proposal:
0 Mf C-0 L f C4-1 , PiI 21 DFs1 F
VH-N M . I+F- SL EE
r� lNe96,0 aN1 BN&4 G-7S , Ii CG-
C-9
The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability,
financially or otherwise, to perform the contract for the proposed work and improvements in
accordance with the plans and specifications set forth.
C
Signatuk'of Bidder
Je Is
Printed or Typed Signature
Subscribed and sworn to before me this 22—day of AEP-1 L_ , 200-'2-
NOTARY PUBLIC n/ l." �
.��`
T. C. ANDERSON
1235
FORNIA
NOT RAY P BLIC CAL
Los AWELES COUNTY
1 o
COMM. EXP. SEPT. 24,2003 ;
NOTARY SEAL
Listed below are the names, address and telephone numbers for three public agencies for which
the bidder has performed similar work within the past two years:
jG15 5 1`�cr>�n id P
1. Lam(/S ANF�1 � COUIiTY aN I TAVO N I STFIGT 5 Wini fifif IV
Name and Address of Public Agency r
Name and Telephone No. of Project Manager: I omTunq
E� & j (O S�iiNF .. I Li 1�`r]G r� CFE� .�
Contract Amount Type of Work Date Completed nn '
1,156 ",kryon
2. Los A EF -s CLUb(TY S N )TA-1-IN i STRicrs
Name and Address of Public Agency
Name and Telephone No. of Project Manager: ANTtor-1Y Meony t tqm Coo q62 - w6 y2
Kill 1 Is. o o �
Contract amount
3. C I TY f, aj, t- 0 5'1=
Name and Address of Public A
Date Completed
8 0 I N- Fi r St - Roern 3po
SArl JoSE,CA'IS I10
Name and Telephone No. of Project Manager: Aline korn JGs} 2lI-'`� S
ntract Amount
Type of Work
Date Completed
C-10
The following information must be returned with the bid
Bidder's name: N1 -Sc:QIN CTEuC FUF— M C-CI}ni0 LOCZES.
Bidder's address: 201 C0 S -y\IEST -R� Po-IE - T-ORI-fWCI , CA CIO 5 01
Phone number: (z 10,2- ,4- 5cw Fax number: (a1 o) .3-;)-Q - 118 I
Attach a letter to this sheet from the manufacturer stating:
1. The installer listed above is factory licensed and trained.
2. SDR thickness supplied (minimum thickness SDR 35)
3. Have the ability and will supply the necessary amount of material within the
construction time frame.
List of three certified laboratories that can perform the required ASTM testing,
Laboratory number 1:
Name: F-A TF, IC l L2DW LIVEIES �� n1C .
Address: 1141014 oFA AVFnIVE PAP-A"cUNT, GA 90
Telephone number:
Contact person: 1 . MAcE
laboratory number 2:
Name: HfCUSF LA-&cE ,H—
Address: 5 555 .� R-POP--T }3 LA(D eD I � . CO so �a 1
Telephone number: O) lqov q"$D 5
'Contact person: P1�pa�T-
Laboratory number I
Name: PAC.G(=1C �� ST1l\r� �-%A3 r�ATT FBI S
Address: 50 tjggI1-F5' LVF_ . V NG1A,cA I 5S
Telephone number: � � 25 Ti 1-3-%
Contact person: 6EPA-2-12 GANE -
BIDDER'S CERTIFICATION*
HOUSING AND URBAN DEVELOPMENT ACT OF 1968 AS AMMENDED IN 1992,
SECTION 3 TITLE 24, Code of Federal Regulations, Part 135 *
Economic Opportunities for Low and Very Low -Income Persons
The bidder, under penalty of perjury, certifies that except as noted below, any person associated
therewith in the capacity of owner, partner, director, officer, or manager (initial the applicable
selections):
Will ensure that.10% of all new hires as a result
of this project shall meet all requiremnents of
Section 3 of CFR Part 135 of the HUD Act of
1968; or
Will hire no new employees in conjunction with
this project.
Will award 10% of its sub -contracts to Section 3
businesses.
This certification shall apply to the prime contractor's sub -contracts related to this project.
Contractor:
Contact Person:
Contact Phone:
Signed:
Date:
*Note: The above certification is required by the Department of Housing and Urban
Development (24 CFR 135 and Subtitle A et al) and must be submitted by the bidders and
proposed sub -contractors only in connection with contracts and subcontracts which are subject to
Section 3 of the 1968 Housing and Urban Development Act, as amended in 1992 (HUD).
Previous non-com fiance with Section 3 could result in disqualification.
C-12
BOARD OF PUBLIC WORKS
MEMBERS
CITY OF Los ANGELES
CALIFORNIA
DEPARTMENT OF
PUBLIC WORKS
VALERIE LYNNE SHAW
PRESIDENT
ELLEN STEIN
VICE-PRESIDENT
PRAINE&WP99M
G&MAA5ioER COMMISUIBONEtAVA
,LAMES A. GIBSON
SECRETARY
REC'D DEC 2 0 20
John Heisler
WESCO Infrastructure
20100 S. Western Avenue
Torrance, CA 90501
Dear Mr. Heisler:
JAMES K. HAHN
MAYOR
December 18, 2001
BUREAU OF
ENGINEERING
VITALY B. TROYAN, P.E.
CITY ENGINEER
650 SOUTH SPRING ST.. SUITE 200
LOS ANGELES. CA 90014.1911
GENERAL INFORMATION
Tel.:213-9704766 Fax:213-97&0278
Re: Approval Status - Wesco CIPP Pipe Rehabilitation Formulated with Texon "Sprint" Felt and
Chemtron B-9220 Vinylester Resin
This is in response to your letter dated December 17, 2001. We have completed our investigation
and are granting equivalence to your cured -in -place pipe rehabilitation system.
Trade Name:
Wesco CIPP
Approved Use:
Sanitary Sewer and Storm Drain Pipe Rehabilitation
Installation:
SSPWC Section 500-1.4 as modified by Standard Plan S-610
Size Range:
4" to 96"
Resin:
Chemtron B-9220 vinylester
Felt tube:
Texon "Sprint" Polyester felt coated with 15 mils polyurethane on the face
exposed to flow.
Flexural Modulus:
300,000 psi initial 175,000 psi for 50-year design
Tensile Strength:
4,000 psi initial
These changes will be incorporated into the next revision of our "Approved List of Sanitary Sewer
Products". If there are any questions, please contact me at (213)847-8777.
Sincerely,
Hugh S. Lee, Engineer of Design
650 S. Spring Street, Suite 400
Los Angeles, CA 90014-1913
HL:hl wesco3.wc6
cc: D. Li, SED
J. Ellison, EoD
W. Lawson, WCED - MIS 538
T. Gorman, Materials Control - MIS 480
AN EQUAL EMPLOYMENT OPPORTLlNFrY - AFFIRMATIVE ACTION EMPLOYER
City of Huntington Beach
Public Works Department RECT APR 1, 8 2002
2000 Main Street
Tel. (714) 536-5431, Fax (714) 374-1573
ADDENDUM NUMBER ONE
For
HUNTINGTON HARBOUR SEWER PROJECT PHASE II
CC- 1174
April 17, 2002
Notice To All Bidders:
Please note the following revision to the Project'Specifications, and Technical Provisions:
PROJECT BID SCHEDULE
Remove existing page C-1s, and insert attached page C-Is (Addendum 1)
Any deviation from this notification procedure must be approved by the Engineer.
This modification does not change the Engineer's Estimate for this project.
This is to acknowledge receipt and review of Addendum Number one, dated April 17, 2002.
Company Name By
Date
All bidders must acknowledge the receipt of this Addendum with your bid proposal.
Should you have any questions regarding this Addendum, please call Todd Broussard at (714) 536-5247.
CITY OF HUNTINGTON BEACH
2000 MAIN STREET CALIFORNIA 92648
OFFICE OF THE CITY CLERK
CONNIE BROCKWAY
CITY CLERK
July 19 ,2002
To: ZZ Liner Inc.
539 West 140th Street
Gardena, CA 90248
Enclosed please find your original bid bond issued by. _5afeco Insurance Company
of America for CC -No. 1174
Connie Brockway, CMC
City Clerk
Enclosure
g:lfollowuplcasheonlretumbidbond-doe
(Telephone: 714.536.5227
10
SAFECO'
BID BOND
KNOW ALL BY THESE PRESENTS, That we,
ZZ LINFR, INC.
SAFECO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY OF AMERICA
FIRST NATIONAL INSURANCE COMPANY OF AMERICA
HOME OFFICE: SAFECO PLAZA
of 539 West 1401h Street, Gardena, CA 90248 (hereinafter called the Principal),
as Principal, and SAFECO INSURANCE COMPANY OF AMERICA
�ffoWgLFglled( v& y�C Surety are held and firmly bound unto
TTN
2000 Main St., Huntington Beach, CA 92648
(hereinafter called the Obligee) in the penal sum of
Ten percent of amount bid. Dollars (S 10% of Amount Bid )
for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH. That WHEREAS, the Principal has submitted or is about to submit a proposal
to the Obligee on a contract for Huntington Harbour Sewer Proiect Phase tl
NOW, THEREFORE, If the said Contract be timely awarded to the Principal and the Principal shall, within such time as may be
specified, enter into the Contract in writing, and give bond, if bond is required, with surety acceptable to the Obligee for the faithful
performance of the said Contract, then this obligation shall be void, otherwise to remain in full force and effect.
Signed and sealed this 19th day of April I , 2002 .
i
0 Witness
JjAzZ
-C
Melissa 13ea ier Witness
ZZ LINER. INC. (mil)
Principal
Chris D. Scarratt, President Title
SAFECO INSURANCE COMPANY OF AMERICA
y
Lisa t,. mton Attorney -in -Fact
0 Registered trademark 0 SAFECO Corporebm.
ICALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of Los Angeles
On Ap,;.L 19, 9009 before me, Martha A. Gonzales Nota Public ,
personally appeared Lisa L. Thornton personally known to me (or
proved to me on the basis of satisfactory evidence) to be the person(s)
whose name(s) is/are subscribed to the within instrument and
acknowledged to me that he/she/they executed the same in his/her/their
authorized capacity(ies), and that by his/her/their signature(s) on the
instrument the person(s), or the entity upon behalf of which the person(s)
acted, executed the instrument.
WITNESS my hand and official seal.
MARTHAA. GONZALES =
COMM. #1323886
NOTARY PUBLIC • CALIFORNIA N
y LOS ANGELES COUNTY
My Comm. Expires Oct. S. 2005 Martha A. GonZale
POWER m SAFECO Insurance Co any
S A F E C O� P0 Box 34526
r OF ATTORNEY Seattle. WA 98124-1526
No. 6843
SNOW ALL BY THESE PRESENTS:
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby
appoint
*`*E. S. ALBRECHT, JR.; C. K. NAKAMURA; LISA L. THORNTON, TRACY ASTON; MARIA PENA; HARRIET LAMBELL; BETTY WALKER; MARINA TAPIA;
TOM BRANIGAN• CLARICE LEE; RICHARD E. BIGLEY• Los Angcics, Catifomia•****"*'*•*•••+«•«•««••«««•*««"`•*«"*'••«««.«...«*.,«.««««r**....*«**.«..«.*«r.•
its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character
Issued In the course of Its business, and to bind the respective company thereby.
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCS COMPANY OF AMERICA have each executed and
attested these presents
this S1h
day of November . 2001
R.A. PIERSON, SECRETARY MIKE M PGAVI'CK"PRESIDENT
CERTIFICATE
Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA:
'Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that
purpose by the officer In charge of surety operations, shall each have authority to appoint individuals as attomays-in-fact or under other appropriate titles with authority to
execute on behalf of the company fideRty and surety bonds and other documents of similar character issued by the company in the course of its business... On any
Instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or
undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or In any other manner reproduced; provided, however, that the seal shall not
be necessary to the validity of any such instrument or undertaking."
Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970.
"On any certificate executed by the Secretary or an assistant secretary of the Company setting out,
(I) The provisions of Article V. Section 13 of the By -Laws, and
(ii) A copy of the power-of-attomey appointment, executed pursuant thereto, and
(ili) Certifying that said power-of-attomey appointment Is In full force and effect,
the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof."
I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the
foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and
correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation
rl SEAL
o� er�sln/
S-09741SAEF 2101
this 19th
'\
SEAL
x A
day of April
R.A. PIERSON, SECRETARY
2002
® A registered trademark of SAFECO Corporation
1118101 PDF
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of Los Angeles
On AQril 22.2002 before me, Joyce Ann Armi jo, Notary Public
Cale Name and Title of Officer (e.g.. -Jane Doe, Notary Public")
personally appeared Chris D. Scarratt
Name(s) of Signer(s)
lal personally known to me - 13R P pisaved lie er, the basis of saii0eeley evidei to be the person"
j whose name(e) isfafe subscribed to the within instrument
and acknowledged to me that he/e e4k" executed the
� � NON same in his/ O authorized capacity{ie*, and that by
�n �hi8�efilikei signatureH on the instrument the personM,
Notay Public -C 11b or the entity upon behalf of which the person(e) acted,
LOS AngeieS C" executed the instrument.
-MY Comm. zWIresApr3,i�4
WITNESS my and and official seal.
i
Signature of Notary Pubsc
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name:
G
❑
L
J
L
Individual
Corporate Officer
Title(s): _
Partner — ❑ Limited C General
Attorney -in -Fact
Trustee
Guardian or Conservator
Other:
Signer Is Representing:
RIGHT THUMBPRINT
OF SIGNER
Signer's Name:
n
J
F
Number of Pages:
Individual
Corporate Officer
Title(s):
Partner--- Limited E. General
Attorney -in -Fact
Trustee
Guardian or Conservator
Other:
Signer Is Representing:
RIGHT THUMBPRINT
OF SIGNER
Top oi thimb here
0 1995 National Notary Association - 8236 Remmef Ave., P.O. Box 7184 • Canoga Park, CA 9t 309-7164 Prod. No. 5907 Reorder: Call Tall -Free I-S00.876-6627
_ - i k--. r:A' ems' T i 9^iiti.= +�r.Yii%•l�� �•L
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ZZ LINER, INC.
539 WEST 140T" S,rpEET
GARDENA, CA 90248
• i
LICENSE # 669620-A
�4..
tJ
i
1
I
wr_C1. ^r t'9�i�'�, - _ '� r �i.y ".� .y ... ... _:�_-.:F•�:�'i: r�.aE� �7J
CITY OF HUNTINGTON BEACH
CITY CLERK'S OFFICE, 2" FLOOR
2000 MAIN STREET
HUNTINGTON BEACH, CA 92648
SEALED PROPOSAL ENCLOSED
HUNTINGTON HARBOUR SEWER PROJECT PHASE If (CC NO. 1174)
Bm DATE 04/23/2002 @ 2:00 PM
l
'
SECTION C
PROPOSAL
for the
HUNTINGTON HARBOUR SEWER PROJECT
PHASE II
Within an area bounded by
EDINGER AVENUE TO THE NORTH, ALGONQUIN STREET TO THE EAST,
WARNER AVENUE TO THE SOUTH AND EDGEWATER STREET TO THE WEST.
CASH CONTRACT No. 1174
in the
CITY OF HUNTINGTON BEACH
TO THE HONORABLE MAYOR AND MEMBERS OF THE COUNCIL OF
HUNTINGTON BEACH:
In compliance with the Notice Inviting Sealed Bids, the undersigned hereby proposes and agrees
to perform all the work therein described, and to furnish all labor, material, equipment and
incident insurance necessary therefor, in accordance with the plans and specifications on file in
the office of the City Engineer of the City of Huntington Beach. The undersigned agrees to
perform the work therein to the satisfaction of and under the supervision of the City Engineer of
the City of Huntington Beach, and to enter into a contract at the following prices. The
undersigned agrees to complete the work within 160 working days, including material delivery,
starting from the date of the Notice to Proceed.
BIDDER declares that this proposal is based upon careful examination of the work site, plans,
specifications, Instructions to Bidders and all other contract documents. If this proposal is
accepted for award, BIDDER agrees to enter into a contract with AGENCY at the unit and;`or
lump sum prices set forth in the following Bid Schedule. BIDDER understands that failure to
enter into a contract in the manner and time prescribed will result in forfeiture to AGENCY of
the guaranty accompanying this proposal.
BIDDER understands that a bid is required for the entire work, that the estimated quantities set
forth in the Bid Schedule are solely for the purpose of comparing bids and that final
compensation under the contract will be based upon the actual quantities of work satisfactorily
completed. THE AGENCY RESERVES THE RIGHT TO DELETE ANY ITEM FROM THE
CONTRACT. It is agreed that the unit and/or lump sum prices bid include all appurtenant
expenses, taxes, royalties, fees, etc., and will be guaranteed for a period of sixty days from the bid
opening date. If at such time the contract is not awarded, the AGENCY will reject all bids and
[a]
will readvertise the project. In the case of discrepancies in the amounts bid, unit prices shall
govern over extended amounts, and words shall govern over figures.
If awarded the Contract, the undersigned agrees that in the event of the BIDDER'S default in
executing the required contract and filing the necessary bonds and insurance certificates within
10 working days after the date of the AGENCY's notice of award of contract to the BIDDER, the
proceeds of the security accompanying this bid shall become the property of the AGENCY and
this bid and the acceptance hereof may, at the AGENCY's option, be considered null and void.
10% of
Accompanying this proposal of bid, find a bidder's bond in the amount of S bid amount which
said amount is not less than 10% of the aggregate of the total bid price, as required by the Notice
Inviting Sealed Bids, payable to the AGENCY. (Please insert the words "Cash", "Certified
Check", or "Bidder's Bond", as the case may be).
Bidder shall signify receipt of all Addenda here, if any:
addenda No.
Date Received
8idde s i nature
1
Aril 19 2002
/ Zlrrs .-
C-2
PROJECT BID SCHEDULE
Item
Estimated
:::..:: ter w thunit price
Extended
No.
Quantity
: :v►ri#ten an:wot'ds . :
> Unit Price":
Amount
1
[
Mobilization of equipment & materials
lump sum
@ Dollars
$ 3,000 _
S 3 00
Per lump sum
2
I
Traffic Control per Specs.
lump sum
@ Dollars
$ 2,000
S 2,000
Per lump sum
3
1
Demobilization of equipment & materials
lump sum
@ Dollars
S 3,000
1000
Per lum2 sum
4
6527
Line 15" host pipe per Specs.
I.f.
@ ]Eifb f'N Dollars
CID
$ .40
7&M Cents
Per Lf.
5
344
Line 12" host pipe per Specs.
[.f.
@ 5j±y fi te Dollars
$ _lg,AioA
7.4W Cents
Per H.
6
3081
Line 10" host pipe per Specs.
l.f.
@ Tb i1 Dollars
$
$
Zel^C} Cents
Per I.f.
7
29737
Line 8" host pipe per Specs.
1.f.
@ Dollars
p�1
$ �• VV
$
Cents
Per Lf.
S
676
Re -open service lateral per Specs.
ea.
@ Fortu nirne Dollars
$ 4A,O
$ 11124 C°
Zel~D Cents
Per ea.
9
102
Grind protruding lateral per City requirements.
ea.
@ Three hUndild nron Ale Dollars
$ 00
S
7&.1•Q Cents
Per ea.
10
1
Remove & Replace Clean -Out per specs.
ea.
@ Seven thQiAWnd Dollars
$ i.000,
$ OM.
Zf— rO _ Cents
Per ea.
11
1821
Rehabilitate Manhole per Specs.
v.f
@ om huhdred & Dollars
Cents
Per v.f
C-Is (Addendum 1)
LIST OF SUBCONTRACTORS
In accordance with Government Code Section 4104, the Bidder shall set forth the name and
business address of each subcontractor who will perform work or render service to the bidder on
said contract in an amount in excess of one-half of one percent of the total bid and the portion of
the work to be done by such subcontractor.
Portion
of Work
Name and Address of Subcontractor
State License
Number
Class
Hem
610
J 5L C ur&_rgrand EererW Engineer+r9
Rose sftmi, ffigtmfc�
Rem
# 11
Sa.ncon"irete--irng a, Inc.
eerLri%C, HUVdJDft8MJ%CA_q2W179
7
By submission of this proposal, the Bidder certifies:
1. That he is able to and will perform the balance of all work which is not covered in the
above subcontractors listing.
2. That the AGENCY will be furnished copies of all subcontracts entered into and bonds
furnished by subcontractor for this project.
C-3
NONCOLLUSION AFFIDAVIT
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
State of California
ss.
County of Orange
Chris D. Scarratt , being first duly sworn, deposes and says that he or she is
President of ZZ LINER. INC. ___ the party making
the foregoing bid that the bid is not made in the interest of, or on the behalf of, any undisclosed
person, partnership, company, association, organization, or corporation; that the bid is genuine
and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any
other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired,
connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall
refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by
agreement, communication, or conference with anyone to 6x the bid price, or that of any other
bidder, or to secure any advantage against the public body awarding the contract of anyone
interested in the proposed contract; that all statements contained in the bid are true; and, further,
that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown
thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will
not pay fee to any corporation, partnership, company association, organization, bid depository, or
to any member or agent thereof to effectuate a collusive or sham bid.
ZZ LINER, INC.
Name of Bidder
Signature of Bidder Chris D. Scarratt, President
539 West 140th Street
Gardena CA 90248
Address of Bidder
Subscribed and sworn to before me this 22nd day of April , 200 2
1 l0YeE
C°mm[ssbn # 120M
Notary i'ubncLOS
_ C
MY OmAngc.-es
C"
NOTARY PUBLIC
oyce Ann Armijo NOTARY SEAL
C4
UTILITY AGREEMENT
HONORABLE MAYOR AND CITY COUNCIL
CITY OF HUNTINGTON BEACH, CALIFORNIA
Gentlemen:
The undersigned hereby promises and agrees that in the performance of the work specified in the
contract, known as the HUNTINGTON HARBOUR SEWER PROJECT PHASE II; CC-
1174, (I)(we)(it) will employ and utilize only qualified persons, as hereinafter defined, to work in
proximity to any electrical secondary or transmission facilities. The term "Qualified Person" is
defined in Title 8, California Administrative Code, Section 2700, as follows:
"Qualified Person: A person who, by reason of erperience or instruction, is familiar with the
operation to be performed and the hazards involved. "
The undersigned also promised and agrees that all such work shall be performed in accordance
with all applicable electrical utility company's requirements, Public Utility Commission orders,
and State of California Cal -OSHA requirements.
The undersigned further promises and agrees that the provisions herein shall be and are binding
upon any subcontractor or subcontractors that may be retained or employed by the undersigned,
and that the undersigned shall take steps as are necessary to assure compliance by any said
subcontractor or subcontractors with the requirements contained herein.
Date: April 22, 2002
ZZ LINER, INC.
Contractor
a
By Chris D. Scarratt
President
Title
C-5
DISQUALIFICATION QUESTIONNAIRE
In accordance with Government Code Section 14310.5, the Bidder shall complete, under penalty
of perjury, the following questionnaire.
Q[:ESTIONNAIRE
Has the Bidder, any officer of the Bidder or any employee of the Bidder who has a proprietary
interest in the Bidder ever been disqualified, removed or otherwise prevented from bidding on or
completing a Federal, State or local government project because of a violation of law or a safety
regulation?
❑ Yes ® No
If the answer is yes, explain the circumstances in the space provided.
Note: This questionnaire constitutes a part of the Proposal, and a signature portion of the
Proposal shall constitute signature of this questionnaire.
C-6
COMPENSATION INSURANCE CERTIFICATE
Pursuant to Section 1861 of the State Labor Code, each contractor to whom a public works
contract has been awarded shall sign the following certificate.
1 am aware of the provisions of Section 3700 of the Labor Code which require every
employer to be insured against liability for worker's compensation or to undertake self-
insurance in accordance with the provisions of that code, and I will comply with such
provisions before commencing the performance of the work of this contract.
Date: Aril
ZZ LIFER INC.
Contractor
By Chris D. Scarratt
President
Title
C-7
BIDDER'S INFOR,'1rIATION
BIDDER certifies that the following information is true and correct:
ZZ LINER INC.
Bidder Name
539 West 140th Street
Business Address
Gardena CA 90248
City, State Zip
( 310 ) 329-8717
Telephone Number
669620 — Class A
State Contractor's License No. and Class
December 22, 1992
Original Date Issued
April 30, 2003
Expiration Date
The work site was inspected by Chris D. scarratt of our office on April 20th 2002.
The following are persons, firms, and corporations having a principal interest in this proposal:
N/A
C-9
The undersigned is prepared to satisfy the Council of the City of Huntington Beach of its ability,
financially or otherwise, to perform the contract for the proposed work and improvements in
accordance with the plans and specifications set forth.
Signature of Bidder
Chris D. Scarratt Pre
Printed or Typed Signature
Subscribed and sworn to before me this22nddav of April , 2002 .
I ep JoY6f A N ARMIIo
Ccf�Nn 1
Cal1forft
LOS
NOTARY PUBLIC «"" -.�.�- �..._ MYCom,M9eles C°unit'
�*)IrRlc An, -2 4oyce Ann Armi j o NOTARY S1✓al`
Listed below are the names, address and telephone numbers for three public agencies for which
the bidder has performed similar work within the past two years:
I. Please see attached Projects List...
3
Dame and Address of Public Agency
Tame and Telephone No. of Project Manager:
Contract Amount Type of Work Date Completed
Dame and Address of Public Agency
Dame and Telephone No. of Project Manager:
Contract Amount Type of Work Date Completed
Name and Address of Public Agency
Dame and Telephone No. of Project Manager:
Contract Amount Type of Work Date Completed
C-10
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
2002
PROFILE
JOB #
CODE PROJECT NAME & LOCATION _
J OWNER and/or GENERAL CONTRACTOR
182
6 CafTrans - RPV Storm Drain Rehab
Colich & Sons, LP for CalTrans Grant Wood 323/770-2920
Rehab apex 160 If -30" CMP w1CIPP Lining_
120 So, Spring St, Los Angeles, CA 90012 2131897-3631
183
6 rCify San Diego - College Area Swr Pipe Replacement I
Phillips National Inc. Larry Sherry 858/654.4247
Rehab appx 480 If -8' sewer w/CIPP Lining
9192 TopazWay, MS 901, San Diego, CA 92123
184
5 Camp Pendleton MCB - Pump Stn Repairs
SEA PAC Engrg for Dept of Navy D,Metts
Rehab 8" & 10" sewer pipe w1HDPE Lining
Dept of Navy, 1220 Pacific Hwy, San Diego, CA 92132-5190
185
5&6 City of L.A EQ U-279 & U-370
Tomovich Construction for City of Los Angeles Hassan Masoud
Rehab 8",10" & 12' w/HDPE & 693'-15" w1CIPP Lining
200 No Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
186
5 City of L.A. EQ U-347
M. Grbavac Construction for City of L.A. Hassan Masoud
Rehab 8' & 10' sewer pipe w/HDPE Lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
187
5 City of Huntington Beach - Misc. Swr Lining Phase I
City of Huntington Beach Todd Broussard 714/536-5431
Rehab 8',10" & 12" w/HDPE Lining
2000 Main Street, Huntington Beach, CA 92W
188
5 City of L.A. EQ U-301 & U-303
Williams Supply for City of Las Angeles Hassan Masoud
Rehab appx 884 If of 8" w/HDPE Lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
189
6 Rehab of Dist No.5 Main Trunk
County Sanitation Districts of L.A. County Calvin Jin 3101638-1161
Rehab appx 152 If of 1SAn w/CIPP Lining
1955 Workman Mill Road, Whittier, CA 90601 x-6803
190
5 City of L.A. EQ U-349, U-350 & U-351
John T. Malloy for City of Los Angeles Hassan Masoud 2131847-8565
Rehab appx 9,239'- 8' & 959'-10" WHO PE Lining
200 No. Spring St, Rm 355, Los Angeles, CA 900124801
191
5 Soledad Canyon Trunk Swr Section 4 Rehab
County Sanitation Districts of L.A. County Matt Zuro 562/699-7411
Rehab appx 277 If of 15" w1HDPE Lining
1955 Workman Mill Road, Whittier, CA 90601 x-3512
Total 10 projects. Averago Contract amt: $182,789.94
Zl ,y-a2
HOPE lining, 6=CIPP lining, 7=CCTV or misc.
Further information will be supplied upon request
CONTRACT BID START COMPLETE
01/03102 01/15/02 01/31/02
12/18/01
N687-99-D 01/19/02 02/01/02 02/28/02
6443
E2002671-85 02120/02
E2003052.64
E2002942419 02/27/02
CC No. 1178 03/05/02
E2003163-170 031 13102
E2003124-130
PO #28077 02/28/02
E-2002761 03/27/02
PO #28662 03/27/02
Bid #01967
TOTAL 2002 to data: $1,827,889.40
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
2001
PROFILE
JOB it
CODE PROJECT NAME & LOCATION
OWNER and/or GENERAL CONTRACTOR
2001
_ _ -
173
5 L.A. County Sanitation - Figueroa St. Relief Trunk Swr
Mike Bubalo Const. for L.A. County Sanitation District No.2
Rehab appx 1,298 If of 12' w1HDPE Lining
1955 Workman Mill Rd, Whittier. CA 3101638-1161 x-6308
174
5 Lake Oroville State Recreation Area, Butte County
Duke Sherwood Contr Inc. for CA Dept Parks/Rec. RobertThorne
Rehab 3,238'- 6". ! 069'- 8',3 428' 10" & 991'-12" wfHDPE lining
One Capital Mall, #500. Sacramento. CA 95814 707/644-8949
175
6 i City San Diego - Sewer Group 539 . ^
BRH-Garver Inc. for City of San Diego John Ousar
Rehab appx 1,530 If - 24' sewer main w/CIPP Lining
_
1010 2nd Ave, #500. San Diego. CA 92101 619/533-7443
176
6
Vallejo Sanitation - RDIII Reduction - Area 5
j KJ Woods Construction for Vallejo Sanitation John Ashley
Rehab appx 490 if of 18' with CIPP Lining _
I 450 Ryder st, Vallejo, CA 94590-7217 5411758-0235 ext-3488
177
5 City L.A. Harbor District CSRP Unit 5 Swr Rehab
Mike Prlich & Sons Inc. for City of L.A. David Lee
Rehab appx 1,633 If of 8' with HDPE Lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8957
178
5 City San Diego - Sewer Group 2000
Orion Construction for City of San Diego Nabil Batta
Rehab apex 1,208 If - 8' sewer main w/HDPE Lining
1010 2nd Ave, #500, San Diego, CA 92101-4998 6191533-5191
179
5 City San Diego - Sewer Group 677
S.C. Valley Engrg, Inc. for City of San Diego
Rehab apex 285 If - 8' sewer main w/HDPE Lining
1010 2nd Ave, #500. San Diego. CA 92101-4998 6191533-5191
180
6 City Mesa - Jackson Dr. Swr Improv
S.C. Valley Engrg, Inc. for City of LaMesa Driss Elwardi
Rehab appx 866 If - 6" & 200 If- 8' w/CIPP Lining
J 8130 Allison Ave, La Mesa, CA 91941-5002 6191667-6611
181
5 City of San Diego Sewer Group 697
Ortiz Corporation John Brito 619/482-4288
Rehab apex 906 If - 6' w/HDPE Lining
P.O. Box 5574, Chula Vista, CA 91912
CONTRACT
BID
START COMPLETE
3850
08123/01
08/31101
02/01/02
K01067C
09/04/01
02/01/02
08/09/01
02/04/02
SZC 11241
08/23/01
1W22/01 12/31/01
K02019C 11/02/01
K02018C 10/04/01
WO 174351
Bid 05-01 11/06/01
K02027C 11 /07/01
wo 175331
Total 26 projects. Average Contract arnt: $98.709.14 TOTAL 2001 to data: $2,575,414.95
22J;ir-02
HDPE lining, 6=CIPP lining, 7=CCTV or misc.
Further information will be supplied upon request
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
2001
PROFILE
JOB #
CODE PROJECT NAME & LOCATION
OWNER and/or GENERAL CONTRACTOR
2001
155
5 City of San Diego Sewer Group 637
Dietrich Corp. for City of San Diego Ed Shoemaker 6191447-4800
Rehab apex 116 If of 8' by HDPE Lining
600 B Street, Ste 800, San Diego, CA 92101
156
5 Caltrans - San Diego
C.A. Rasmussen, Inc. Ron Gaines 619/641.9281
Rehab appx 123 If of 8' by HDPE Lining
4628 - 40th St., San Diego, CA 92116
157
6
City of Redondo Beach, Basin III Sewer Rehab
ARA Engineering for City of Redondo Beach Steve Huang
Rehab appx 84 If of 12-inch by CIPP Lining _
415 Diamond St, Redondo Beach, CA 90277 310f318-0661
158
fi
City Los Angeles -Warner Ave. & Edgeley Ct. 1
Papac Construction Co., Inc for City of L.A
Rehab appx 146 If of 12-inch by CIPP Lining I
200 No. Spring St, Rm 355, Los Angeles, CA 90012 2131847-8565
159
6
City of Compton - Alondra Blvd, Pavement Rehab !
Sequel Contractors, Inc. for City of Compton Augustus Ajawara
Rehab appx 3514 If of 8" to 18' with CIPP Lining i
205 W. Willowbrook Ave, Compton, CA 90220 310/605-5507
160
5 City of San Diego Sewer Group 489
Pacific Southwest for City of San Diego Alan Navarro 6191533.7482
Rehab aPpx 240 If of 6' with HDPE Lining
600 B Street, Ste 800, San Diego, CA 92101
161
5 City of San Diego - Home Ave. Accel Swr Repair
Cal -Southwest for City of San Diego Luis Duenes 858/627-3262
Rehab appx 490 If of 6" & 182 If of 8" w/HDPE Lining
600 B Street, Ste 800, San Diego, CA 92101
162
6
L-A. County Sanit. - Lamanda Park Ext Swr Rehab
L.A. County Sanitation Dist #16 Sam Espinoza 5621699-7411
I Rehab 254'-27', 10'-24', 252'-22', 206'-18' w/CIPP Lining
1955 Workman Mill Rd., Whittier. CA 90607
163
City of San Diego - Sewer Group 660
Cal -Southwest for City of San Diego John Bnto 858/713-0533
CCTV at Time and Material Rates
600 B Street, Ste 800, San Diego, CA 92101
164
6
City of San Buenaventura - Sunset Dr. Storm Dra'WRpFj
City of San Buenaventura Andrew Brozyna 805/654-7743
Rehab appx 336 If of 30" Drain w/CIPP Lining -
501 Pot! St, PO Box 99. Ventura, CA 93002
165
5 City of Los Angeles - So. Central Area CSRP Unit 2
Tomovich Construction for City of Los Angeles Thomas Woo
Rehab appx 1080 if of 8" with HDPE Lining
200 No, Spring St, Rm 355, Los Angeles, CA 90012 213/485-0952
166
6 City L-A. -Sanofre Dr/Casale Dr. Storm Dram
Lee Construction Co. for City of L.A Rick 805/522-5195
Rehab appx 212 It of 18" Drain w/CIPP Lining -__ ,
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
167
5 Job cancelled
168
6
Extension Trunk Sewer
L.A. County Sanitation District Chuck Boehmke 3101638-1161
Rehab appx 373 If of 18" VCP w/CIPP Lining
[Rehab
1955 Workman Mill Rd.. Whittier, CA 90607
169
5 L.A. County Public Works - Princeton St, City Terrace
L.A. County Dept Public Works Harout Kassabian 6261455-3118
Rehab appx 10,362 if of 8' w1HDPE lining
900 So. Fremont Ave, Alhambra, CA 91803
170
5 Monterey Park - Sanitary Sewer Repairs/Rehab
City of Monterey Park V. Bermudez 8181307-1325
Rehab appx 1,515 If of 8' w/HDPE Lining
320 W. Newmark Avenue, Monterey Park, CA 91754
171
5 City of Santa Monica Earthquake Damaged Sewers
M. Grbavac Construction for City of Santa Monica (310) 458-8721
Rehab appx 1978 If - 8', 1,581 -10', 203'-12' w/HDPE
1685 Main Street, Santa Monica, CA 90401
172
7 City of Los Angeles - LA EQ RPR U-276
John T. Malloy, Inc. Justin Malloy 323f780-9941
CCTV appx 30,000 If of 8' VCP
200 No. Spring St, Rm 355, Los Angeles, CA 90012-4801
22-AP-02
HDPE lining, 6=CIPP lining, 7=CCTV or misc.
CONTRACT BID START COMPLETE
K99224C 01/03/01 02/15/01 02/28/01
11-048664 01/12/01 02/15/01 02/28/01
02/01/01 02/05/01 02/28/01
SZS11180 02/08/01 03/01/01 03/31/01
03/01 /01 10/01 /01 01 /31 /02
K01045 02/02/01 needs to be rebid
K99263C 03/16/01 11/01/01 02128/02
16-08.06-32 0329101 In Progress
K20068C 05/01/01 12/15/01 1251101
Spec 2001-101 04/25/01 06/15/01 09/30/01
SZC 11153 05/12/01
EXX51409 05/16/01 11/15/01 12/31/01
0625/01 09/01 /01 09/30/01
SMDAC0079 07103/01 11/01/01 02/28/02
Spec no. 693 07/17/01 08/01/01 10/31/01
SP1802 08/06/01
WO E2002487 - 08/16/01 In progress
E2002493
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
2000
PROFILE
#
CODE
PROJECT NAME & LOCATION
OWNER andlor GENERAL CONTRACTOR
CONTRACT
BID START COMPLETE
—JOB
2000 -
—
-
143
5
City of L.A. - Hollywood Atwater -
SZC11222
05/04/00 cancelled
144
5
cancelled
BRH-Garver Inc. for City of San Diego 6191265-0537
cancelled
145
5
City of San Diego - Sewer Group 635
BRH-Garver Inc. for City of San Diego 619/265-0537
K20083C
10/01/00 10/31/00
Rehab appx 186 If of 6-in sewer by HDPE Lining
6974 Mission Gorge Road, San Diego CA 92120
W00173381
146
5
City of L.A. - El Sereno Area Sewer Rehab
Vasili Const. for City of Los Angeles 9091599-2845
SZC11221
08/09/00 02/01/01 02/28/01
147 6
148 5
149 7
150 5
Rehab appx 107 If - 6" & 1094 If - 8' sewer by HDPE Lining 200 No. Spring St, Rm 355, Los Angeles, CA 90012 2131847-8565
City of L.A. - Figueroa/Wadsworth etc CSRP Tomovich Construction for City of Los Angeles 6261443-3627
Rehab appx 782If - 8-in sewer mains CIPP Lining 200 No. Spring St. Rm 355, Los Angeles, CA 90012 2131847-8565
Rancho Palos Verdes - Sail View & Seabreeze Ave. Pacific Heritage Development Homes, Inc. 9491292-4528
Rehab appx 787 If - 8-in by HDPE Lining 15707 Rockfield Blvd, Ste 255, Irvine, CA 92618
Miscellaneous Time and Material jobs Various
SZC11208 08/09/00 03/15/01 04/30/01
16-016-000 07/15/00 08/30/00
Cather Sewer Rehab for City of San Diego J.G. Pipeline, Inc. Jim Parraga 6191981-2695 Bid K01013
Job Cancelled P.O. Box 1089, National City, CA 91951 W.O. #174481
151 6 PCH & Daisy, Long Beach Siphon for County Sanitab n TL Pavlich Construction, Inc. Tom Pavlich 9091425-8680
Rehab appx 294 f - of 33-in VCP Siphon by CIPP Lining 7256 Weaver St, Highland, CA 92346
152 5 San Diego Metro Wastewater - Catalina BI Trunk Swr Ph II Ortiz Corporation John Brito 6191482-4288
Rehab appx 3,250 If of 8-in swr by HDPE Lining P.O. Box 5574, Chula Vista, CA 91912
153 6 City San Francisco -Third St. Sewer Improvmenls Ph III I Harty Pipelines Inc. 4151585-6023
Rehab appx 276 If of 12' by CIPP Lining 4085 19th Ave., San Francisco, CA 94132-3054
154 5 City of San Diego at Florida St, Florida Ct So, Calif, Underground Contractors Jim Jackson 6191584-7193
Rehab appx 250 If of 6' by HDPE Lining P.O. Box 1747, Brea, CA 92622-1747
22+yr-0z
HDPE lining, 6=CIPP lining. 7=CCTV or misc.
Further information will be supplied upon request
Total 27 projects. Average Contract amt: $92,484.15
12/31/00
cancelled
10/01/00 11/30/00
Bid K01107 10/19/00 06/01/01 09/30/01
CW234 09/28/00 03/01/01 03/31/01
SCU#636 01/06/01 01131/01
TOTAL 2000 to date: $2,497,072.15
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
2000
PROFILE
JOB #
CODE PROJECT NAME & LOCATION
OWNER and/or GENERAL CONTRACTOR
125
6
City of L.A. - Chantilly Stradella
Atlas Underground Co. for City of L.A H. Loya 9091465-5710
appx 212' of 30", 5' of transition & 20' of 42" by CIPP I
P O. Box 951, Chino, CA 91708-0951
126
6 Palos Verdes No. Slope Trunk Swr Sect. 2 Rehab
L.A. County Sanitation District 5621699-7411
Rehab appx 853 If of 10" conc pie swr rehab by CIPP
1955 Workman Mill Road, Whittier, CA 90601
127
5 City of L A. - Emerg Swr Mt. Angeles/Elevado & Evadale
M. Grbavac Construction for City of Los Angeles 6261355-1350
rehab appx 187 if - 6" & appx 127 If 8" by HDPE Lining
1235 Ramona Rd., Arcadia, CA 91006
128
5 City of San Diego - Swr Grp 473
Arrieta Construction, Inc., for City of San Diego
rehab appx 272 If of 6' sewer main by HDPE Lining
1215 No. Marshall Ave., El Cajon, CA 92020
129
5 Holly Hills
Coiich & Sons for L.A. County 626/458-3118
900 So. Fremont Ave, Alhambra, CA 91803 Angela George
130
5 L.A. County Public Works - Grape Street Sanitary Sewer
L.A. County Public Works 6261458-3118
Rehab appx 4,555 If of 8-in by HDPE lining
900 So Fremont Ave, Alhambra, CA 91803 Angela George
131
5 L.A. County Public Works - Trancas Zone Sanitary Swrs
L.A. County Public Works Angela George 6261458-3118
Rehab appx 7,016 if of 8" & 269 If of 10' HDPE lining
900 So. Fremont Ave, Alhambra, CA 91803
132
5 & 6
L.A. County Public Works - Marina del Rey Sanitary Swrs-
L.A. County Public Works Angela George 6261458-3118
Rehab 8"&10" by-HDPE & 2,329 If of 12' & 15" w/CIPP
900 So. Fremont Ave, Alhambra, CA 91803
133
5 City of L.A. - Emerg Swr Russell Ave.
M. Grbavac Construction for City of Los Angeles 626/355-1350
rehab appx 461.0 If of 8" sewer by HDPE Lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
134
5 City of Los Angeles - Eagle Rock CSRP, Unit 2
Vasilj-Ivanko, Inc., for City of Los Angeles 9091599-2845
Rehab appx 684 If of 8' swr HDPE lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 2131847-8565
135
5 & 6 City of Los Angeles - LA EQ RPR U-260
John T. Malloy, Inc. for City of Los Angeles 3231780-9941
Rehab appx1458'-8-in & 291'-12-in by HDPE lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
and a x 330 if - 18-in & appx 397_If - 20-in by CIPP
136
5&6 City of San Diego - Accl Sewer Repl Proj #2
DJF Construction for San Diego County 6191444-1416
Rehab 6", 8" w/HDPE Lining & 18": w1CIPP Lining
1010 2nd Ave, Ste 500, San Diego, CA 92121
137
5 City of San Diego - Sewer Group 661 B
So Cal Underground for City of San Diego J,Jackson
Rehab appx 110 If - 6" swr pipe by HDPE lining
1010 2nd Ave, Ste 500, San Diego, CA 92121
138
5 City of San Diego - Sewer Group 663
Foss Environmental Services Robert Russell 6191233-2903
Rehab appx 110 If - 6" swr pipe by HDPE lining
909 E. Harbor Dr., San Diego, CA 92101
139
5 CSULB Technology Park - for City of Long Beach
Sully -Miller Jaime Gonzalez 7141578-9626
Rehab appx 108 If - 8' swr pipe by HDPE lining
909 E. Harbor Dr., San Diego, CA 92101
140
6 Hollyh�n Unit 5-A - L.A. County DPW
[Rehab appx 335 if - 21" cement B'" swr pipe by CIPP lining]
So Cal Underground Ge 619/584-7193
909 E. Harbor Dr., San Diego, CA 92101
141
5 City of Los Angeles - LA EQ RPR U-253
Williams Supply for City of Los Angeles 8051654-8202
Rehab appx 3,202 If of 8-in & 703 If -12" swr pipe by HDPE lin 200 No. Spring St. Rm 355, Los Angeles, CA 90012 2131847-8565
142
5 City of Mill Valley - 2000 Sanitary Sewer Rehab
TGH Pipelines Inc. Jerry (415) 945-3288
Rehab 6-in, 10-in & 12-in by HDPE Lining
PO Box 38. Larkspur, CA 94977-0038
CONTRACT BID START COMPLETE
WO E4000277 01/07/00 06/01/00 07/31/00
01/25/00 07/01/00 08131/00
SZC11207 01/27/00 03101/00 03/31/00
02/04/00 03/01/01 03131/01
01 /05/01 07/31 /01
CC 2016 03/08/00 05/01/01 08/31/00
CC 2022 031*28/00 05/01/01 09/30/00
CC 2020 04/04/00 11/01/00 03/31/01
SZC1l1182 04/12/00 09/15/00 10131/00
SZC11129 04126/00 09/15/00 12/31/00
WO E2002487 - 0328100 08/01/00 10f31100
E21102493
K20043C 05/20/00 11/01/00
05/20/00 03/01/01 03/31101
05/20/00 11/01/00 01131/02
JN 20042C 04/25/00 01/06/01 01/31/01
05/20/00 07/01 /00 09/30/00
E2002378-2381 03/14/00 06/01 /00 11/30/00
10/01/00 12/31/00
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A •
1999 PROFILE
JOB # CODE PROJECT NAME & LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE
— 1999 — — —
119 5 City of Los Angeles - Hollywood Area Swr Unit 1 Prkacin Co. for City of L.A. 949/495-4849 WO SZC11135 11/10/99 02101/01 04/30/01
Rehab appx 2679'- 8' & 1712'-6' pipe by HDPE lining
200 No, Spring St, Rm 355, Los Angeles. CA 90012 213/847-8565
120
5 City of Los Angeles - Lowry Street Emerg Sewer Rpr
Clarke Contracting for City of Santa Monica, Ca 310/542-7724
10115/99 11/01/99
Rehab appx 154 If of 6-in pipe by HDPE Lining
4646 Manhattan Beach BI, Lawndale, CA 90260
121
5 San Diego County Wtr Auth - Sewer Group 638
DJF Construction for San Diego County 6191682-4100
K20023C 05101/00 06/30/00
Rehab appx 520% 8' & 400'-6' pipe by HDPE lining
3211 Fifth Avenue, San Diego, CA 92103-5718
122
6 City of Los Angeles - Marquez Right of way
Colich & Sons for City of L.A. 3231770-2920
WO SZS11151 02101/00 05/31/00
Rehab appx 260 If of 42-in pipe by CIPP Lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
123
5 L.A. Zoo - Red Apes of the Rainforest Project #572
S.J. Amoroso Const. - Keith Speer 323/906-1523
572 01/01/00 01/31/00
Rehab appx 280 If of 10' & 12" pipe by HDPE Lining
275 E. Baker Street, Ste B, Costa Mesa, CA 92626
124
5 City of L.A. Emerg Swr Rpr - Pacific Palisades
M. Grbavac Construction for City of Los Angeles 6261355-1350
WO SZS11207 12/23/99 12124M 12i31/99
Rehab appx 1382% 8' pipe by HDPE lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
224Wa2
HDPE lining. 6=CIPP lining, 7=CCTV or misc.
Further information will be supplied upon request
Total 41 projects. Average Contract amt: $144,276.93
TOTAL 1999 to date. $5,915,354.02
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
1999
PROFILE
JOB #
CODE PROJECT NAME & LOCATION
OWNER and/or GENERAL CONTRACTOR
CONTRACT BID START COMPLETE
- --
1999
101
6 City of Manhattan Beach'- Swr Reconstruction Proi 1
Colich & Sons for City of Manhattan Beach
1998-1999 01/31/00
Rehab 1,005 LF of 6" & 8' sewer pipe by CIPP lining_ J
547 W. 140th St, Gardena, CA 90248 Ted Polich 323/770-2920
102
5 City of Hermosa Beach - Swer Rehab on PCH/Gould
City of Hermosa Beach
05/31/00
Rehab 400 If of 8' sewer pipe by HDPE lining
1315 Valley Drive. Hermosa Beach, CA 90254 310/318-0239
103
6 City of Tijuana, Mexico - Suluciones Subterraneas
J & R Fernandez Carlos Torres 011-526-049-9794
103-1 01/31/00
Rehab appx 889-18" & 370'-12' sewer by CIPP lining
245 No. Mountain View Ave., Pomona. CA 91767 9091629.7279
104
5 City of Los Angeles - Mercury Ave Swr Rehab
G. Grbavac Construction for L. A. Public Works 626/442-2356
W.O E2000951 08/17/99 04/15101 05/31/00
Rehab 2,060 If of 6' and 8' sewer pipe by HDPE lining
200 No, Spring St, Rm 355, Los Angeles, CA 90012 2131847-8565
105
5 City of Los Angeles - LA EQ RPR U-235
G. Grbavac Construction for L. A. Public Works 626/442-2356
07/13/99 11/01/99 01/31/00
Rehab appx 1.750 If of 15' sewer pipe by HDPE lining
200 No. Spring St, Rm 355, Los Angeles. CA 90012 2131847-8565
106
5 Elsinore Valley Muni Wtr Dist. - Canyon Lake Relining
DenBoer Engrg & Const. for EVMWD 760f327-2200
07/13/99 11/15/99 12/31/99
Rehab appx 161': 6' & 1226': 8" swr pipe/HDPE lining
68-175 Berros Court, Cathedral City, CA 92234
107
5 City of Los Angeles - LA EQ RPR U-245
G. Grbavac Construction for L. A. Public Works 626/442-2356
W.O E2002301 08/17/99 09/15/99 1013l/99
Rehab 918.6 It of 8-in swr pipe by HDPE lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/647.8565
to E2002305
108
5 City of Los Angeles - Eagle Rock Area
M. Grbavac Construction for City of Los Angeles 6261355-1350
WO SZC11133 08/01/00 10131/00
Rehab 3,371.0 If - 8', 10' & 12' pipe by HDPE lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
109
5 City of San Diego - Sewer Group 615
Cal -Southwest for City of San Diego John Brito 6191586-9293
Swr Grp 615 09/15/00 10131/00
Rehab appx 1,091 If - 8' swr pipe by HDPE lining
8996 Miramar Rd., ##21Q San Diego, CA 92126
110
5 City of Los Angeles - LA EQ RPR U-255 & U-263
M. Grbavac Construction for City of Los Angeles 626/355-1350
E2002424 to 08/01/00 08/31/00
Rehab 728': 8' & 336':12' swr pipe by HDPE lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 2131847-8565
E2002435
111
5 City of Los Angeles - LA EQ RPR U-231
Williams Supply for City of Los Angeles 805/654-8202
E2002165 01/06/00 01/31100
Rehab appx 201 If of 8-in swr pipe by HDPE lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
112
5 City of Los Angeles - Eagle Rock CSRP. Unit 3
Williams Supply for City of Los Angeles 8051654-8202
WO SZC11130 02/01/00 04/30/00
Rehab 356'- 15"149T-12"11140'-8' swr HDPE lining
200 No Spring St. Rm 355, Los Angeles, CA 90012 213/847-8565
113
5 So. Inglewood -Orange Ave. Trunk Swr Extension No.2
L.A. County Sanitation District, No. 5 5621699-7411
Ext #2 01/05/00 03/31/00
Rehab appx 2,420'-107258%8" swr pipe HDPE lining
1955 Workman Mill Road. Whittier. CA
114
5 City of Los Angeles - LA EQ RPR U-247
Vasil/-Ivanko, Inc.. for City of Los Angeles 9091599-2845
11/15/99 12131/99
Rehab appx 1,060 If of 8-in swr pipe by HDPE lining
200 No, Spring St, Rm 355, Los Angeles, CA 90012 213/547-8565
115
5 Chalon Road Storm Drain Repair
Colich & Sons for City of L.A. 323/770-2920
12/01/99 12/31/99
Rehab appx 74 If of 12-in swr pipe by HDPE lining
200 No. Spring St. Rm 355, Los Angeles, CA 90012 213/847-8565
116
6 City of El Cajon - Petree St & Pierce St. Easement
Bert W. Salas Inc. 619/502-7711
12/01199 03131/00
Rehab appx 169' of 36" & 155 of 71'x 47' by CIPP linings
10748 Keith St., Santee, CA 92071
117
5 City of Los Angeles - LA EQ RPR U-240
Prkacin Co. for City of L.A./. 94914954849
EO Rpr U240 03/15/00 04/30/00
Rehab appx 1500 If of 8-in swr pipe by HDPE lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 2131847-8565
118
5 City of Los Angeles - LA EQ RPR U-216
Prkacin Co. for City of L.A. 94914954849
E2002064 to 11/09/99 11/01/00 01/31/01
Rehab appx 3002'-8-in by HDPE lining & add 1,244 8'
200 No. Spring St. Rm 355, Los Angeles, CA 90012 2131847-8565
E2002074
U--Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
1999
PROFILE
JOB #
CODE PROJECT NAME & LOCATION _
OWNER and/or GENERAL CONTRACTOR
CONTRACT BID
START COMPLETE
-
1999
T
84
5.6 L. A. Earthquake Repair SWRS U-221
M. Grbavac Construction for City of Los Angeles 6261355-1350
07/31/99
City of Los Angeles
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
85
5,6 Basin III Sewer Lining Project, no 7545
City of Redondo Beach Steve Huang 310/318-0661
#7545
06/30/99
City of Redondo Beach
415 Diamond Street, Redondo Beach, CA 90277
86
6 5,456 If - 15' and 216 If - 18" CIPP Lining
Cal -Southwest for City of San Diego Jihad Sleiman
174911
12/31/99
Chollas Valley Trunk Sewer Ph.1, San Diego
1010 2nd S1, Ste 500, San Diego, CA 92121 619/533-5154
87
6 3,510 IF- 12" and 2,574 - 18' CIPP
Clarice Contracting for City of Santa Monica, Ca 310/542-7724
Proj. 7 & 7A
12/31/99
IRpr Equake Damaged Sanitary Sewer, Santa Monica
4646 Manhattan Beach BI, Lawndale, CA 90260
88
5 City of L.A. EQ U-198 W.O. #E2001957-1959,2047
Tomovich Construction for City of Los Angeles 6261443-3627
E2001957-1959
07/30/99
Mid -City area of Los Angeles P99-025
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/647-8565
2047
89
5,6 11982 If - 8-/ 318 if- 12-/ 650 Ir - IV CIPP f 12,028118- f 0PF
I City of Chino Nabil Kassih 909/6274577 x-366
E99-79
07/30/99
City of Chino Sewer Improvements FY 1998-1999
i 13220 Central Ave., Chino, CA 91710
90
5 City of Buena Park
City of Buena Park Chris Ludlum 7141562-3500
PO #100012
07/30/99
Lining of Existing Swr Mains 1998-1999 various
6650 Beach Blvd, Buena Park, CA 90620
91
5 L.A County Public Works - 91 st St. Sanitary Sewers
L.A. County Public Works 6261458-3118
12/30199
Rehab appx 13,646- 8-in 12,500'-15-in HDPE lining
900 So. Fremont Ave, Alhambra, CA 91B03
92
5 City of Los Angeles L.A. EQ-228
Tomovich Construction for City of Los Angeles 6261443-3627
E2002148 to
02/28/00
Rehab appx 4,500 If of 8" & 10' HDPE lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
E2002154
93
5 City of L.A. - Slauson Ave & Hillcrest Dr
Tomovich Construction for City of Los Angeles 6261443-3627
E2000952
09/30/99
Rehab 490 If - 101n by HDPE lining
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
94
5 City of San Clemente
City of San Clemente Gary Voborsky 9491498-2533
19603
08/31/99
Boys and Girls Club Sewer Rehab
910 Calle Negocio, San Clemente, CA 92673
95
5 City of Los Angeles Bridle Trail Sewer Rehab
City of Los Angeles C.Bemard Galpin/Kiran Vasa 213/847-8850
E2000199
12f31199
Rehab appx 3,871 If - 84n by HDPE fining
433 So. Spring St, Ste. 600, Los Angeles, CA 90013
96
5 City of Los Angeles -NOS Vanowen St Swr Rehab
City of Los Angeles C.Bernard Galpin/Kiran Vasa 2131847-8850
E2001544
05131/00
Rehab appx 4,629 if - 15-in by HDPE lining
433 So. Spring St, Ste. 600, Los Angeles, CA 90013
97
5 City of Los Angeles / Broadway Sewer Rehab, Ph 1
Valley Crest Landscape Contractors for City L.A. 8181834-1000
E6000514
03/31/00
Rehab appx 1,257 If - 12" & 508 If - 10' HDPE lining
200 No, Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
& E2002411
98
6 Fdty of Rialto
City of Rialto Bruce Cluff 9091820-2530
Proj #555
08f30100
Rehab appx 7,587 If of 8" sewer mains by CIPP lining
150 So, Palm Ave., Rialto, CA 92376
PO#2000-0323
99
5 City of San Diego - Sewer Group 641
BRH-Garver Inc. for City of San Diego
K99230C
12131/00
Rehab 500 If of 6" sewer pipe by HDPE lining
1010
100
5 City of San Diego - Group 634 Swr Main Replacement
Cal -Southwest for City of San Diego Jahn Brito 6191586-9293
K99242C
12/31/99
Rehab 1,116If of 6" and 8' sewer pipe by HDPE lining
8996 Miramar Rd., #210, San Diego, CA 92126
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
1998
PROFILE
JOB #
CODE
PROJECT NAME & LOCATION
OWNER and/or GENERAL CONTRACTOR
CONTRACT BID
START COMPLETE
1998
69
5
Engle & Co Metal Processors
Engle & Co. Metal Processors Paul Segal. 213/589-8111
04/30/98
Los Angeles Plant
8440 So. Alameda Street, Los Angeles, CA 90001
70
6
14,000 If of 8' to 15" CIPP
Colich & Sons for USAF, Sgt McLaughlin 8051734-8232 x68437
01/31/99
Vandenburg AFB, Vandenburg, CA
547 W. 140th Street, Gardena, CA 90248
71
5
Hon Industries
Hon Industries 3191262-7565
05/31/98
Los Angeles Plant
505 Ford Ave.. Muscatine, to 52761
72
5
Victorville Prisons
Bali Construction for Victorville Prisons 818/442-8003
05/31/98
YkIDIVAe, CA
P.O. Sax 3095, So. 3=J Monte, CA 91733
73
5,6
San Diego Group 529 272 if - 30' CIPP
Dietrich Corp. for City of San Diego Ed Shoemaker 619/447-4800
02/28M
Buchanan Canyon I
1243 Greenfield Drive, Suite H. El Cajon, CA 92021
74
C&S - Beacon St / Manchester
cancelled
75
Ocean Trails
cancelled
76
J&C Underground - mist.
cancelled
77
5
City of Burbank, Ph lI
Williams Supply for City of Burbank 8051654-8202
0713l/00
Earthquake Repair - Damaged Sewers, Bid 993
2368 Eastman Ave., Ste 2, Ventura, CA 93003
78
5,6
City of National City Storm Drain Rehab
City of National City 6191336-4200
Spec 98-3
07/30/99
Rehab
1243 National City Blvd, National City, CA 91950
79
6
704 i( - 18- and 282 If - 24" CIPP
City of San Clemente Ben Parker 949/498-2533
01/31/99
Storm Drain Rehab Proj, San Clemente, CA
910 Calie Negocio, San Clemente, CA 92673
80
6
270 If of 18' CIPP
Harty Pipelines, Inc. for City of San Francisco
02128/99
PinelDelancy St. # CW-121, San Francisco, CA
4085 19th Ave., San Francisco, CA 94132
81
5
Whitley Terrace
G. Grbavac Construction for L. A. Public Works 6261442-2356
P98-113
02/28/99
City of Los Angeles
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
82
5
City of Burbank, Ph III, Bid no. 1001
Williams Supply for City of Burbank 805/654-8202
07/31/00
Rehab appx 47,035 If of 8-in HDPE lining
2368 Eastman Ave., Ste 2, Ventura. CA 93003
83
5
City of Oakland 3,136 If - 8" HDPE Lining
D'Arcy & Harty Construction, Inc, for City of Oakland 4151822-5200
C-70810
1W31199
#C70810 Shepherd CynlSnake/Saroni/Robles
1300 Carroll Avenue, San Francisco, CA 94124
HDPE lining,
6=CIPP lining, 7=CCTV or mist.
Total 12 projects. Averago Contract amt: $406.290.65
TOTAL. 1998:
$4,875,487.70
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620A
1997 PROFILE
JOB # CODE PROJECT NAME _& LOCATION OWNER and/or GENERAL CONTRACTOR— CONTRACT
1997
52 Seaside & Linden, Long Beach City of Long Beach - Water Dept. #703000
53
54
55
56
57
58
59
60
61
fit
63
64
65
66
67
68
Repair Storm Drain
1800 E. Wardlow, Long Beach, Ca.
2,5
Wilmington U13 & U14 Sewer Rehab.
City of Los Angeles 2131847-6327
Wilmington U16A Concrete Sewer Replacment
200 No. Spring St, Rm 355, Los Angeles, CA 90012 2131847-8565
3,5
Sewer and Water Group Job 618
City of San Diego Saeed Askari 6191627-3263
Spec, 6802
1010 Second Ave. #500. San Diego, CA 92101
1.5
Sewer Rehabilitation
City of Compton A.Ajawara 3101605-5507
4836 LF 8' and 6' HDPE pipe lining
205 South Willowbrook Ave, Campton, CA 90220.
5
Sanitary Sewer Improvements in
City of Simi Valley John Behjan 8051583-6404
Rancho Santa Susama Community Park
2929 Tapo Canyon Road, Simi Valley 93063
15
North Harbor Unit 1 Sewer Rehabilitation
City of Los Angeles 2131847-6327
164th & Vermont W.O. E2000858
600 S. Spring St., Los Angeles
5634 LF lining, 255 LF replacement
5
Sewer Rehab - Group 645
City of San Diego - Mahmoud Oriqat 6191624-3262
9485 Aero Drive, San Diego, CA 92123
5
Sanitary Sewer Rehab
City of Monterey Park 81 Bt307-1346
Casuda Canyon Drive & Corporate Center Dr.
320 W. Newmark Avenue, Monterey Park, CA 91754
5
L.A. Earthquake EO U-206
Colich & Sons for City of L.A. 2131770-2920
South Los Angeles, CA
200 No. Spring St. Rm 355, Los Angeles, CA 90012 2131847-8565
5
San Diego Group 622
Ortiz Corporation for the City of San Diego 6191482-4288
P.O. Box 5574, Chula Vista, CA 91912
5
Whittier Boulevard, et al Sanitary Sewer
County of L. A, Public Works Daniel Heald 6261458-3122
Cash Contract no. 1955
P.O. Box 1460, Alhambra, CA 91802-1460
5 job cancelled
5 L.A. Earthquake Repair U-215
West L.A. - La Cienega
5 L.A. Earthquake Repair U-222
Sherman Oaks
5 L.A. Earthquake Repair U-217
North L.A. - Arleta
5 L.A. Earthquake Repair U-214
LA. - Los Feliz Area
5 L.A. Earthquake Repair U-195
L.A. - Sunset & Western
Total 16 projects. Average Contract amt: $278,724.25
C-95505
SEW/C97-004
SV 97-26
#C-95606
W.O.#173101
Reg 42-PU
Cash #1955
Colich & Sons for City of L.A. 2131770-2920
200 No. Spring St, Rm 355, Los Angeles, CA 90012 2131847-8565
Tomovich & Assoc. for the City of L.A.D.P.W. 626/443-3627
200 No. Spring St, Rm 355, Los Angeles, CA 90012 2131847-8565
Rondeau/Phelps JV for the City of L.A R.P.W. 510/577-6740
200 No. Spring St. Rm 355, Los Angeles, CA 90012 213/847-8565
Williams Supply for City of L.A. D.P.W. 8051654-8202
200 No. Spring St, Rm 355, Los Angeles, CA 90012 2131847-8565
Williams Supply for the City of L.A. D.P.W. 8051654-8202
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
TOTAL 1997: $4,459,588.00
BID START COMPLETE
OB/31 /9 7
04/30/98
04/30/98
10/30/97
08/30/97
04/30/98
03/30/99
10/31/97
04f30198
07/30/98
01/30/98
cancelled
05/30/98
05/30/98
06/30/98
06/30/98
07/30/98
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
1996
PROFILE
JOB #
CODE
PROJECT NAME & LOCATION
OWNER and/or GENERAL CONTRACTOR
CONTRACT BID
START COMPLETE
1996
42
5
Sewer Group 76
Suncoast Pipeline Inc. (for City of San Diego)
#1045-2
04/30/97
San Diego
6643 Convoy St., San Diego, Ca
619/495-0580
44
5
19% umg Beath Rehabiiitation
City o1 Ung Beath - Wakw Dept.
#tdD 2475
139mi98
1800 E. Wardlow, Long Beach, Ca.
45
5
Phase V Sanitary Sewer Rehabilitation
City of Palo Alto - Silvia Santos
#37763
11/30/97
250 Hamilton Ave, Palo Alto, CA 94303
Palo Alto, Ca. 94303 415/329-2471
46
5
Palos Verdes
Colich & Sons (For City of Palos Verdes)
Emergency Repair
547 W. 140th Street
Gardena, Ca. 90248 213f770-2920
47
5
Eagle Rock Sewer Rehabilitation
City of Los Angeles 213/847-6327
200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
48
5
1995-96 Sewer Main Replacement
Andes Construction (for Redwood City) Dan Mayorga
11/30/96
Redwood City
5305 E. 12th St., Oakland, Ca. 94601 5101536-7832
6' sewer in backyard easements
49
5
Sewer Group 72
City of San Diego - Saeed Askari 619/627-3263
05/31/97
6' & 8' sewer lines in canyons
9485 Aero Drive, San Diego, CA 92123
50
5
Sewer Group 80
City of San Diego - Saeed Ashari
#287256
05131/97
6- & 8' sewer lines in canyons
9485 Aero Dr. San Diego, CA 92123 6191627-3263
51
5
Swain Land
Andes Construction (for City of Oakland)
#C61210
03/31/97
Oakland
5305 E. 12th St., Oakland, Ca. 94601
Dan Mayorga 5101536-7832
Total 9 projects. Average Contract arnt: $643,880.
TOTAL 1996:
$5.794.923.00
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
1995
PROFILE
JOB #
CODE
PROJECT NAME & LOCATION
OWNER and,or GENERAL CONTRACTOR
CONTRACT BID
START COMPLETE
1995
25
5
Goodrich Blvd. Sanitary Sewers
County of Los Angeles
#CM30170
01/31/95
ACOP No. 29 Commerce
900 S. Fremont, Alhambra, CA
26
5
Broadway Sewer Replacement Project
City of Los Angeles 2131847-6327
#G-91185
93rd & Colden
200 No. Spring St, Rm 355, Los Angeles, CA 90012 2131847-8565
27
5
Sanitary Sewer Rehab. 1994
Bayshore Sanitary District
02/28/95
San Mateo
36 Industrial Way. Brisbane. CA 94005
28
5
Sewer Rehab. C52230 & 52240
Andes Construction (for City of Oakland)
09/30/96
Oakland
5305 E. 12th Street, Oakland, a. 94601
30
5
1994 Water & Sewer Main Replacement ]Rehab
Lash Construction, Inc. (for City of Santa Barbara)
#95-01
11/30/95
City of Santa Barbara Public Works
721 Carpenteria St., Santa Barbara
31
5
Coated Steel Tank
Continental Maritime of San Diego
12/31/94
1995 Bay Front, San Diego, CA 92113
33
5
MTD Unit 1
Los Angeles Engineering
East Compton Creek Huntington Beach
4134 Temple City Blvd, Rosemead, CA 91770
34
5
Emergency repair
City of Long Beach - Water Dept.
1800 Wardlow Rd., Long Beach
35
5
Emergency Sewer Repair
City of San Gabriel
PO 5476
03/31/95
San Gabriel
532 W. Mission Dr„ San Gabriel, Ca.
36
5
Request Street Manhole Rehab.
Valley Sanitary District 6191347-9979
N018-95
Indio
45-500 Van Buren, Indio, Ca. 92201
37
5
San Jose Rehabilitation 4th Street Sani-
M & G Construction (for City of San Jose)
12f31/96
tary Sewer
3 Heather Way, Larkspur, CA 94939
38
5
Emergency sewer repair
City of Long Beach - Water Dept.
PO 967014-95
05/31/95
1800 Wardlow Rd., Long Beach
39
5
Altawood Drain
County of Los Angeles Kelli Smith
051.31/95
Altadena
900 So. Fremont, Alhambra, Ca.
40
5
Project C52230
Andes Construction (for City of Oakland)
01/31/96
Oakland
5305 E. 12th Street, Oakland, Ca. 94602
41
5
Phase IV Sanitary Sewer Rehabilitation
City of Palo Alto
#C5074899
08/31/96
250 Hamilton Ave., Palo Alto. Ca. 94303
Total 15 projects. Average Contract amt: $167,678
TOTAL 1995:
$2,515,170.00
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
1994 PROFILE
JOB # CODE PROJECT NAME & LOCATION _ OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE
1994
12 City of San Diego - Public Works #42703
Lakeside & Spring Valley
Bldg. 2-5555 Overland Ave.
San Diego, Ca. 92123
14
5
Concrete Sewer Rehabilitation
City of Long Beach - Water Dept.
WD-2000
02/28/95
WD 23-94
1800 Wardlow Rd., Long Beach
15
5
Sewer Group 492
City of San Diego
05/31/95
City of San Diego
1010 Second Ave. #500
San Diego, Ca. 92101
16
5
Sewer Group 99
El Cajon Grading (tor the City of San Diego)
#6601
City of San Diego
P.O. Box 967, Lakeside, Ca. 92040
6191861-9840
17
5
Watershed 22 Trunk Upgrade
Mountain Cascade, Inc. (for Central Contra Costa Sanitary Dist.)
Los Arabis Dr., LaFayette
555 Exchange Court
Livermore, Ca. 94550 510/373-8370
18
5
8" sewer lining for County of Los
Milan Grbavac Const. Co., Inc..
07/31/94
Angeles Public Works Project
P.O. Box 660219, Arcadia, Ca. 91106
19
5
Sewer Main Relining SP1383
Colich & Sons (for City of Santa Monica)
10/31/95
Santa Monica
547 W. 140th Street, Gardena, Ca. 90248
2131770-2920
20
5
Emergency Repair 6` sump line
City of Long Beach - Water Dept.
10131/95
1800 Wardlow Rd., Long Beach
21
5
Project P:096
Cox Construction (for Naval Air Station)
#941631-1
OW1196
Naval Air Station - San Diego
3170 Scott St., Vista, Ca. 92083
619/727-9020
22
5
Group 72A
City of San Diego
10/31195
Mission Hills
1010 Second Ave. 4500
San Diego, Ca. 92101
23
5
Casita Way Sewer Rehabilitation
J F Pacific Liners (for City of Sacramento)
11/30/94
Sacramento
70 Union Way, Vacaville, Ca. 95687
Line 13 manholes
24
5
#E2000397 Clyde Ave. Sewer Rehab.
Mike Prlich & Sons (for City of Los Angeles)
12f31195
Geer Ave. & Homeside
200 No. Spring St, Rm 355, Los Angeles, CA 90012 2131847-8565
Total 12 projects. Average contract amt. 196.355.
TOTAL 1994
$2,356,260.00
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
1993 PROFILE
JOB # CODE PROJECT NAME 8 LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT BID START COMPLETE
1993
1 5 Vermont Ave. Sanitary Sewer Colich 8 Sons (for County of Los Angeles) 04/01/93 10/30/93
Phase II Los Angeles 200 No. Spring St, Rm 355, Los Angeles, CA 90012 213/847-8565
213/770-2920
2 5 Atwater District Mainline Sewer Colich 8; Sons (for City of Los Angeles)
3 5
Sewer Rehab. & Repair
Proj. 93-10 CIP 2013
4 5
Line 8' pipe
5 5
Rehab. 6' sewer line
Westchester Area
6 5
Second Street Bridge
Sewer Force Main Rehabilitation
7 5
East 16th Street Water Main Improve.
Costa Mesa
8 5
High School Sewer Line Rehab.
9 5
Wolf Creek Sewer Rehab. #9
11 5 Sewer Rehabilitation
Santa Barbara
Total 11 projects: Average contract amt: 5136,781
200 No. Spring St. Rm 355, Los Angeles, CA 90012 2131847-8565
2131770-2920
National City
1243 National City Blvd.
National City, Ca.
F 8 A Dairy of Calif, Inc.
691 Inyo Street (P.O. Box 578)
Newman, Ca. 95860
Bakersfield Public Works Dept.
1501 Truxton Ave.
Bakersfield, Ca. 93301 8051326-3724
City of Long Beach - Water Dept
1800 Wardlow Rd.
Long Beach, Ca.
Mesa Consolidated Water District
1965 Placentia Ave.
Costa Mesa, Ca. 92628
City of Grass Valley
125 E. Main Street, Grass Valley, CA 95945
City of Grass Valley
125 E. Main Street
Grass Valley, Ca. 95945
Tierra Construction (for City of Santa Barbara)
P.O. Box 1719
Goleta, Ca. 93116
Private
WD-1961
MC 1324
#93-24
#93-38
E'i3ifil
TOTAL 1993 $1,504,589.50
08/01/93 08131/93
05/01/93 10131193
12/31/93
12/31/93
12/31/93
12/31/93
The following information must be returned with the bid
Bidder's name: ZZ LINER, INC.
Bidder's address: 539 West 140th Street, Gardena, CA 90248
Phone number: 310/329-8717 Fax number: 3101322-0981
Attach a letter to this sheet from the manufacturer stating:
1. The installer listed above is factory licensed and trained.
Please see the attached letter...
2. SDR thickness supplied (minimum thickness SDR 35)
Yes the minimum thickness will be supplied...
3. Have the ability and will supply the necessary amount of material within the
construction time frame. Yes, our supplier has the ability and will supply the necessary
amount of material within the construction time frame...
List of three certified laboratories that can perform the required ASTM testing.
Laboratory number 1:
Name: HTs, Inc.
Address: 416 Pickering Street, Houston, TX 77091
Telephone number: 713/692-8373
Contact person: Larry McMichael
Laboratory number 2:
Name: __Ramtech Laboratories, Inc.
Address: 14104 orange Avenue, Paramount, CA 90723
Telephone number: 562/_633-4824
Contact person: Dave Macey
Laboratory number 3:
Name: CRT Laboratories
Address: 1680 N. Main, Orange. CA
Telephone number; -
Contact person: Kin Le j enngp
C-11
12707 ;worth Freeway, Suite 592
Houston, Texas 77060
(281) 874-0111
National Envirotech Group, L.L.C. (800) 547-1Fax (28i)874-0333 Fax
January 14, 1998
To Whom It May Concern:
Re: Certification of National LineT4`4 Licensee/Installer
The following is to certify and warrant compliance for the installation of Cured -
In -Place Pipe (CIPP) utilizing the National Liner CIPP rehabilitation process.
The National Liner CIPP product installed by National Liner West dba ZZ Liner,
Inc. is designed via the requirements of ASTM F-1216 and the installed product fully
exceeds all the requirements of ASTM F-1216.
National Liner West, as our authorized licensed installer, has fulfilled all
necessary training requirements to be proficient in the installation of National Liner CIPP
product.
In summary, National EnviroTech Group L.L.C., through our licensee/installer,
National Liner West, look forward to offering you a commercially acceptable CIPP
rehabilitation technology we are very proud of.
Regards,
6
Ray M. Pavlic
Director of Marketing
National O Liner.
J3 )ARD MEMBERS WORKS
L.ITY OF LOS ANGELES
CALIFORNIA
E RESIi)ENTIN
VALERlE LYNNE SHAW
VICE PRESIDENT
MASISEL MARIN
PRESIDENT PRO.TEM
TOD A. BURNETT
WOODY FLEMING
JAMES A- GIBSON
SECRETARY
Chris Scarratt
Coretco, Inc.
225 West Third Street
Long Beach, CA 90802
Dear Mr. Scarratt:
RICHARD J. RIORDAN
MAYOR
August 23, 1999
DEPARTMENT OF
PUBLIC WORKS
BUREAU OF
ENGINEERING
VITALY B. TROYAN, P.E.
CITY ENGINEER
650 SOUTH SPRING ST.. SUITE 200
LOS ANGELES, CA 90014-1911
Re: Chemical Resistance Testing of National Liner CIPP Formulated with
Chemtron B-922ONL or Interplastics VEX-200-518 W.O. BDO01439
This summarizes two series of SSPWC 210-2.3 tests performed by our
General Services Testing Laboratory. For your use, we are enclosing Lab
Report No. 2000-514-17 and 2000-514-19 dated August 16, 1999.
Resin Supplier: Chemtron B-9220NL vinylester, Pleasanton,.CA.
Felt Tube Supplier: National Liner using polyurethane -coated Applied Felts felt material assembled in
Martinsville, VA.
Designated Use: Cured -in -place pipe for sewer rehabilitation of host pipes 4" through 80".
Qualifying Test Report No.: 2000-514-17 dated August 16, 1999.
Tentative Physical Properties:
1) Initial ASTM D790 Flexural Modulus: 250,000 psi minimum
2) Assumed tong -term ASTM D2990 Flexural Modulus: 62,500 psi minimum
3) Initial ASTM D638 Tensile Strength: 6,000 psi t 20% (4,800 psi to 7,200 psi).
4) Initial ASTM D638 Elongation: 1.1 % t 10% (1.0% to 1.2%).
5) initial ASTM D2440 Shore "D" Hardness: 81 ± 5 (76-86).
Summary of Chemical Resistance Test:
1) Weight change: Passed.
2) Retention of Hardness: Passed.
3) Retention of Tensile Strength: Passed, strength gains were observed in sulphuric acid,
ammonium hydroxide and BOD.
4) Retention of Elongation:- Passed, some reaction was observed in sodium hydroxide,
ammonium hydroxide, nitric acid, ferric chloride, soap and bleach.
overall, the CIPP material is determined to be _satjsfUtory for use in
sanitary sewers. This pipe is eligible for use in City of Los Angeles
sewers on a trial basis for storm drain and sanitary sewer pipe
rehabilitation projects.
Resin Supplier: Interplastics VEX-200-518, Minneapolis, MN.
Felt Tube Supplier: National Liner using polyurethane -coated Applied Felts felt material assembled in
Martinsville, VA.
Designated Use: Cured -in -place pipe for sewer rehabilitation of host pipes 4" through 80".
Qualifying Test Report No.: 2000-514-19 dated August 16, 1999.
ADDRESS ALL COMMUNICATIONS TO THE CITY ENGINEER
AN EQUAL EMPLOYMENT OPPORTUNITY — AFFIRMATIVE ACTION EMPLOYER RODAWA l+rlMnanwcynbgnu. �
C. Scarratt - 2 - August 23, 1999
Tentative Physical Properties:
1) Initial ASTM D790 Flexural Modulus: 250,000 psi minimum.
2) Assumed long-term ASTM D2990 Flexural Modulus: 62,500 psi minimum.
3) Initial ASTM 0638 Tensile Strength: 8,500 psi t 20% (6,800 psi to 10,200 psi).
4) Initial ASTM D638 Elongation: 2.2% t 10% (2.0%,to 2.4%).
5) Initial ASTM D2440 Shore "D" Hardness: 80 t 5 (75-85).
Summary of Chemical Resistance Test:
1) Weight change: Passed.
2) Retention of Hardness: Passed.
3) Retention of Tensile Strength: Passed, some reaction was observed in sodium hydroxide,
detergent and bleach.
4) Retention of Elongation: Passed, a reduction was observed in all chemical solutions.
Overall, the CIPP material is determined to be gatisfactory for use in
sanitary sewers. This pipe is eligible for use in City of Los Angeles
sewers on a trial basis for storm drain and sanitary sewer pipe
rehabilitation projects.
If you have any questions, please contact Hugh Lee at (213)847-8957.
Sincerely,,
VITALY B. T OYAN, P.E.
City Engin x
B Clark W. obins, Engineer of Design
Y g
Structural & Geotechnical Engineering Division
cc: A. Lisenko, Materials Control - MIS 480
W. Shioji, CSED - MIS 538
CSED - MIS 538
CD Bid & Awards - MIS 501
National Liner Design Calculations
Project : City of Huntington Beach
Design By: National Liner West
Design assumptions are as follows:
Design Criteria
D := 8 Mean inside diameter of existing pipe (in)
H := 20 Height of Ground cover (ft)
HL4 := 15 Height of Groundwater (ft)
Nb := 2 Factor of Safety against Buckling
q := 2 Qvality of original pipe
F, :=1000 Modulus of Soil Reaction
ys :_ 120 Soil Unit Weight (PCF)
6; := 4500 Flexural Strength (psi)
E := 300000 Initial Flexural Modulus of Elasticity
EL := 12500o Long -Term Flexural Modulus of Elasticity
S :_ .07 Slope of a given section (%) for flow analysis
n; :_ .015 Manning's roughness coefficient for vitrified clay (0.013-0.030)
of :_ .O1 Manning's roughness coefficient for polyurethane lined CIPP
4 az �z
FIEss10,
vA� F
RA x
NO. c ova
•
BUCKLING REQUIREMENT -
FULLY DETERIORATED PIPE
Minimum thickness to meet buckling criteria is determined from Luscher's equation as
shown.
r Hw
Rw:= 1 - .33. -H R��: = 0.7- Water buoyancy factor
1
B' := 1 B' = 0.48 Coefficient of Elastic Support
1 + 14.e( 0-065•H)I
W:= I
1800 AASHTO H2O Loading defined as a function of depth in feet.
800 Values shown are pounds per square foot.
600
400 He := H - 1
250 �� H
Live load defined as a function
175 144 of depth.
100 W] = a Live Load (PSI)
100
qt := 0.433•11, + �Rw 144 � � w1 Total External Pressure on Pipe (PSI) qt = 19.04 .
3
g
C := 100 Ovality reduction Factor
2 C = 0.84
C1 + q \100
- �Nb 12
q r C JI � p3 Luscher+ s Equation
32•RW'B'-E'S-EL
t := (I 11) 3 tmm := t•25.4
t = 0.21 Thickness (in) SDR := D
t
1 = 7.38 x .10--4 Moment of Inertia (in, 4lin;
tmm = 5.25 Minimum Thickness (mm)
SDR = 38,67
•
0
BUCKLING REQUIREMENT -
FOR PARTIALLY DETERIORATED PIPE
The design thckness is found by using the following modified Timoshenko's buckling
equation.
2•K•EL I C
P= .�
_ A (SDR3 _ 1 �3 Timoshenko's modified equation
P:=(]f(HL4.> 0,0.433•Hw,0.0i)) Groundwater hydrostatic Load (PSI) P = 6.5
Dimensionless enhancement factor which takes into account the support and restraint
K = 7 provided by the existing soil envelope around the existing pipe. ASTM F1216
recommends a minimum factor of 7.0.
v := 0.30 Poisson's Ratio for resin impregnated tube
zKELC 3
SDR2 :_ + 1 Timeslienko's equation solved
p.(l - v2).Nb for SDR
SDR2 = 50.83
D
_
t2 SDR,) t2mm := ti-25.4
r2 = 0.16 Minimum thickness (in.)
t,,,,m = 4 Minimum thickness (mm)
•
is
Minimum Thickness per ASTM F 1216
1 E Tn accordance with ASTM F 1216, the FIPP meet the
3 3 0.093equirements of thickness as determined by the preceding
D 12.SDR2. :quation.
t
t=(12.1)3
solving tha firct—1-tion for t:
l
3
0.093•D3• 12
t3. E
t3 = 0.12 Minimum thickness per ASTM F 1216 (in)
t3mm t3.25.4 t3mm = 3.15 Minimum Thickness (mm)
SDR3 := D SDR3 = 64.54. Minimum thickness per ASTM F 1216
t3
Design Thickness Summary
40 Minimum SDR and thickness
for Fully Deteriorated pipe SDR = 38:67 tmm:- 5 25
Minimum SDR and thickness SDRZ - 50.83 t2mm ='
for Partially Deteriorated pipe
Regardless of whether the design is based upon fully deteriorated or partially deteriorated,
the pipe must have a minimum thickness of the value below.
Minimum SDR and thickness SDR3 = 64.54 t3mm = 3.15
as per ASTM F1216 minimum
The actital thickness of the liner to be installed will have the following dimensions:
tfiilm 5.8 The finished thickness (mm) tfmm
tf :_
74
if = 0.23 The finished thickness (in.) SDRf := D
0 tr
SDRf= 35.03 The finished SDR
0
Flow Analysis
Flow analysis is performed using Manning's formula for both existing pipe and the CIPP.
� (2)
D
Ai:= Ai = 0.35 Cross sectional area of existing pipe (sq. ft)
144
Ri:= 4 Ri=0.17
12 Hydraulics Radius (ft.)
1
2 —
1.486 R 3 r S \2
Qi ni ` ' i\ 100) Qi = 0.28 Maximum flow rate of existing pipe,
based upon given slope and roughness (CFS)
Df:= D — 2•tf Df = 7.54 Finished inside diameter of C1PP
z Df
Af : 144 j Af = 0.31 Cross sectional area of CIPP line (sq. ft.)
Dr
4
Rf _ 12 Rf=0.16
1
2
2
f
Qf.— 1.n86 AfRf3 (100) Qf=0.36
Qi.7.5.3600-24
Qimgd 1000000 Qimgd = 0.18
QQi
AQ f — - 100 AQ = 28
Qi
Qf-7.5-3600.24
Qmgd == loa0000 Qmgd = 0.23
Hydraulic radius of CIPP line
Maximum flow rate of CIPP line, based upon
initial slope and CIPP roughness (CFS)
Flow rate of existing pipe (MGD)
Percent -of increase in flow capacity of
finished line.
Flow rate of CIPP line (MGD)
•
Deflection Analysis for Minimum SDR
Percentage of maximum allowable
deflection is 5%
D] := 1.5 Deflection Lag Factor defined
Kx := 0.11 Bedding Constant defined
K'µ := 0.15o Lateral Earth Pressure Coefficient defined based on a soil
density of 120 PCF
Bd := D Bd = 0.6: Design Trench width (ft)
12
— 2• K'I�,>-1— .
-e(
Bd
Cd := 2 K µ Cd = 3.33 Marston's Load Coefficient (PSI)
Cd'Ys'Bd
}'� :— 144 WC = 1.85
W1= 0 Live load (PSI)
(D].W, + Wl)•Kk• 100
EL
+ 0.061 - E'S
1.5•SDRf3
S = 0.49
EL
1.5•(SDR;)3
RS :_ • 100
0.061 - E'S
Earth load for deflection calculations (PSI)
Spangler equation for estimated deflection
Estimated deflection based upon Spangler equation
which is less that the maximum allowable 5%
RS = 3.19 FIPP to Soil Stiffness percentage
•
•
0
Design Summary
Minimum SDR =
SDR = 3867 .
Minimum Design Thickness(in) =
t = 0.21
Minimum Design Thickness (mm.) =
tmm =, 5:25
Actual Thickness to be installed (in) =
tf = 0.23
Actual Thickness to be installed (mm) =
tfmn, = 5:8
Actual SDR to be installed =
SDRf = 35.03
Calculated Deflection (%) = s =,0.49
Calculated Ratio of Pipe to Soil Stiffness (%) qtS =•3.18
Maximum Flow rate of existing Line (MGD) =Qimgd = 0.18
Maximum Flow rate of CIPP (MGD) = Q ' ;.= 0.23
mgd
Increase in Flow rate of CIPP (%) = eQ = 28
National Liner Design Calculations
SProjectY Huntington : City of Huntin ton Beach
Design By: National Liner West
Design assumptions are as follows:
Design Criteria
D := 10 Mean inside diameter of existing pipe (in)
H := 15 Height of Ground cover (ft)
H,:= 7 Height of Groundwater (ft)
Nb := 2 Factor of Safety against Buckling
q := 2 Ovality of original pipe
E's := 1000 Modulus of Soil Reaction
ys := 120 Soil Unit Weight (PCF)
a i 4500 Flexural Strength (psi)
E := 300000 Initial Flexural Modulus of Elasticity
EL := 125000 Long -Term Flexural Modulus of Elasticity
S := .07 Slope of a given section (%) for flow analysis
ni := .015 Manning's roughness coefficient for vitrified clay (0.013-0.030)
n f := .O1 Manning's roughness coefficient for polyurethane lined CIPP
7z az
QPjESSlprlr.. _
A.
't No.
CIV
A�OF CA
0 S�f, 1/e
L r
BUCKLING REQUIREMENT -
FULLY DETERIORATED PIPE
Minimum thickness to meet buckling criteria is determined from Luscher's equation as
shown.
Hw1
R,,::_ ] -- .33• — I R,,; = 0.85 Water buoyancy factor
H�
a' := 1 B' = 0.4 Coefficient of Elastic Support
l "- 4•e
(— 0.065- H) ]
W .= I
1 goo AASHTO H2O Loading defined as a function of depth in feet.
800 Values shown are pounds per square foot.
600
400 Hc:=H— 1
250 Hc)
Live load defined as a function
200 Wli H > 4 , 0 ,
144 of depth.
175
100 W1= 0 Live Load (PSI)
100
ys•H
qt := 0.433-Hw + (Rw. 144) + W1 Total External Pressure on Pipe (PSI) qi = 13.61
3
l — �
C 100 Ovality reduction Factor
q 2
Ill _ 100�
2
b D3
(qt--
1 := C Luscher's Equation T = 7.86 X '10 4
32- Rw.- B'- E's. E L
1
(12.1) 3 tmm := t-25.4
t = 0.21 Thickness (in) SDR := D
t
tmm = 5.37 Minimum Thickness (mm)
SDR-.47.33
Moment of Inertia (in^41in;
BUCKLING REQUIREMENT -
FOR PARTIALLY DETERIORATED PIPE
The design thekness is found by using the following modified Timoshenko's buckling
equation.
2•K-EL 1 C
(1 - A (SDR3- 1)I Nb Timoshenko's modified equation
P:_ (if(Hw> 0,0.433•H«,.,0.01)) Groundwater hydrostatic Load (PSI) P = 3.03
Dimensionless enhancement factor which takes into account the support and restraint
K 7 provided by the existing soil envelope around the existing pipe. ASTM F1216
recommends a minimum factor of 7.0.
v := 0.30 Poisson's Ratio for resin impregnated tube
1
2 KELC 3
SDR2:_ � 1
P11 - v2�.Nb
SDR2 65.24
D
t.,) :_
SDR-) t2mm t2 25.E
V) _ 0:`15 Minimum thickness (in.)
t2mm = 3.89 Minimum thickness (mm)
Timeshenko's equation solved
for SDR
•
•
0
Minimum Thickness per ASTM F 1216
E• 1 _ E Tn accordance with ASTM F 1216, the FIPP meet the
3 3 >_ 0-093equirements of thickness as determined by the preceding
D 12.SDR2.-quation.
I
t=(121)3
Sol -Ina the IIrQt i-mintlon for t:
l
3
(0.093-D 3 -12
t3 :_ � E —
t3 = 0.15
t3mm t3.25.4
D
SDR3 := -
3
Minimum thickness per ASTM F 1216 (in)
t3mm = 3.94 Minimum Thickness (mm)
SDR3 = 64.54 Minimum thickness per ASTM F 1216
Design Thickness Summary
! Minimum SDR and thickness
for Fully Deteriorated pipe SDR = 47.33 tMM = 5.37
Minimum SDR and thickness
SDRz =-65.24 : t2mm =.3.89
for Partially Deteriorated pipe
Regardless of whether the design is based upon fully deteriorated or partially deteriorated,
the pipe must have a minimum thickness of the value below.
Minimum SDR and thickness SDR3 = 64.54 t3mm = 3.94
as per ASTM F1216 minimum
The actual thickness of the liner to be installed will have the following dimensions:
tfmm 7 The finished thickness (mm) _ tfn,m
tf 2-5.4
if = 0.28 The finished thickness (in.) SDRf := D
• tf
SDRf = 36.29 The finished SDR
9
Flow Analysis
Flow analysis is performed using Manning's formula for both existing pipe and the CIPP.
s 2
Al 144 Ai = 0.55 Cross sectional area of existing pipe (sq. ft.)
D
Ri :_ 2 Ri = 0.21 Hydraulics Radius (ft.)
•
0
1
2 —
1.486 3 r S} 2
Qi == n• �'iRi I\ 10011
Df:=D--2•tf
D 2
,_f�
Af 144
Df
4
Df = 9.45
Qi = 0.5 Maximum flow rate of existing pipe,
based upon given slope and roughness (CFS)
Finished inside diameter of CIPP
Af = 0.49
Rf.— 12 Rf=0.2
1
2 —
1.486 3 (100)
S 2
Qf:= n `�f Rf f Qf = 0.65
Qi• 7.5.3600.24
Q' _
imgd 1000000 Qimgd = 0.33
AQ Qf — Qi .100 AQ = 29
Qi
Qf•7.5.3600-24
Qmgd := Qmgd = 0.42
1000000
Cross sectional area of CIPP line (sq. ft.)
Hydraulic radius of CIPP line
Maximum flow rate of CIPP line, based upon
initial slope and CIPP roughness (CFS)
Flow rate of existing pipe (MGD)
Percent of increase in flow capacity of
finished line.
Flow rate of CIPP line (MGD)
Deflection Analysis for Minimum SDR
Percentage of maximum allowable
deflection is 5%
D1:= 1.5 Deflection Lag Factor defined
Kx := 0.11 Bedding Constant defined
K'p := 0.150 Lateral Earth Pressure Coefficient defined based on a soil
density of 120 PCF
Ed := D ad = 0.83 Design Trench width (ft)
12
— 2-K'u•H}
1 —e
HdJ
Cd Cd = 3'32
2.K'A Marston's Load Coefficient (PSI)
cd-Ys- Bd
144 We = 2.3
C.
w1 = 0 Live load (PSI)
(DI.Wc+ WI).Kx•100
EL
+ 0.061•E's
1.5.SDRf3
6 = 0.61
FL
1.5•(SDR1)'
RS :_ • ] 00
0.061- E's
9
Earth load for deflection calculations (PSI)
Spangler equation for estimated deflection
Estimated deflection based upon Spangler equation
which is less that the maximum allowable 5%
RS = 2.86 FIPP to Soil Stiffness percentage
Design Summary
Minimum SDR = SDk 47,33
Minimum Design Thickness(in)
Minimum Design Thickness (mm) = tmm = 5.37
Actual Thickness to be installed (in) = tf = 0.28
Actual Thickness to be installed (mm) = tfmm = 7
Actual SDR to be installed = .sDRf"= 36.29
Calculated Deflection (%) = S = 0.61
Calculated Ratio of Pipe to Soil Stiffness (%) �Rs = 2.86
Maximum Flow rate of existing Line (MGD) =QjMg4'= 0.33
Maximum Flow rate of CIPP (MGD) = Qmgd = 0.42.
Increase in Flow rate of CIPP (%) = AQ = 29
0
National Liner Design Calculations
Proj ect : City of Huntington Beach
Design By: National Liner West
Design assumptions are as follows:
Design Criteria
D := 12 Mean inside diameter of existing pipe (in)
H := 15 Height of Ground cover (ft)
Hµ::= 7 Height of Groundwater (ft)
Nb := 2 Factor of Safety against Buckling
q := 2 Ovality of original pipe
Ps := 1000 Modulus of Soil Reaction
Ys = 120 Soil Unit Weight (PCF)
6; := 4500 Flexural Strength (psi)
E := 30000o Initial Flexural Modulus of Elasticity
EL :=12500o Long -Term Flexural Modulus of Elasticity
S :_ .07 Slope of a given section (%) for flow analysis
ni :_ .015 Manning's roughness coefficient for vitrified clay (0.013-0.030)
nf :_ .ol Manning's roughness coefficient for polyurethane lined CIPP
QOFESSI
C�1V1�
+` Y9
a
•
•
BUCKLING REQUIREMENT -
FULLY DETERIORATED PIPE
Minimum thickness to meet buckling criteria is determined from Luscher's equation as
shown.
H ,\
Rw := 1 - .33• — I H R,;. = 0.85 Water buoyancy factor
B' := I B' = 0.4 Coefficient of Elastic Support
1 +[4.e(-0.0b5.H)I
W:=1
1 o AASHTO H2O Loading defined as a function of depth in feet.
800 Values shown are pounds per square foot.
600
400 He:=H— 1
250 «, H
Live load defined as a function
200 Wl := i H > 9 ,0 , 1 a4 of depth.
175 .
100 W[ = 0 Live Load (PSI)
10a
5•H
qt := 0.433•H�, + �Rw- 144 +;'1 Total External Pressure on Pipe (PSI) qt = 13.61
3
1 — 9
C := 100 Ovality reduction Factor
q l2 C = 0.94
�1 + 100)
2
3
qt'Nb} — •D
:= C Luscher's Equation I 1.36.x .10-' 3
1 Moment of Inertia (in,14/in:
32•RW'B' E'a•E[_
I
t := (12.1) 3 tmm := t• 25.4
t = 0.25 Thickness (in) SDR := D
t
t,t,r„ = 6.44 Minimum Thickness (mm) SDR -- 47.33
•
0
BUCKLING REQUIREMENT -
FOR PARTIALLY DETERIORATED PIPE
The design thekness is found by using the following modified Timoshenko's buckling
equation.
2-K-EL 1 C
P=
(1 - v"2) (SDR3 - 1)3 lb Timoshenko's modified equation
P :_ (if(Hµ > 0,0.433-Hw,0.01)) Groundwater hydrostatic Load (PSI) P = 3.03
Dimensionless enhancement factor which takes into account the support and restraint
K := 7 provided by the existing soil envelope around the existing pipe. ASTM F1216
recommends a minimum factor of 7.0.
v := 0.30 Poisson's Ratio for resin impregnated tube
1
2 K E� C 3
SDR2 :- � 1 Timeshenko's equation solved
P-(1 - v2).Nb for SDR
SDR2 = 65.24
D
t2 :R
SDR2 t2mm := t2.2-5.4
t2 = 0.18 Minimum thickness (in.)
t21nm = 4.67 Minimum thickness (mm)
•
0
Minimum Thickness per ASTM F 1216
C In accordance with ASTM F 1216, the FTPP meet the
— z 0-093equirements of thickness as determined by the preceding
D3 12•SDR-) 3 ;quation.
1
t=02.1)3
Solving tha Piro i+nuntlon for t:
1
3
0.093 • D3.12
t3 = E J
13 = 0.19 Minimum thickness per ASTM F 1216 (in)
t3mm = t3.25.4 [3mm = 4. I Minimum Thickness (mm.)
SDlt3 := D SDR3 = 64.54 Minimum thickness per ASTM F 1216
t3
•
•
[7
Design Thickness Summary
Minimum SDR and thickness
for Fully Deteriorated pipe
Minimum SDR and thickness
for Partially Deteriorated pipe
SDR 47.33 . tmnl = '6.44' .
SDR-) = 65.24 - t2mm = 4.67
Regardless of whether the design is based upon fully deteriorated or partially deteriorated,
the pipe must have a minimum thickness of the value below.
Minimum SDR and thickness SDR3 = 64.54 t3mm = 4.72
as per ASTM F1216 minimum
The actual thickness of the liner to be installed will have the following dimensions:
tfmm $•7 The finished thickness (mm) _ tfmm
t f 25.4
t f = 0.34 The finished thickness (in.) SDRf := D
if
SDRf = 35.03 The finished SDR
Flow Analysis
Flow analysis is performed using Manning's formula for both existing pipe and the CIPP.
2
T �pJ
Al 144 Ai = 0.79 Cross sectional area of existing pipe (sq. ft.)
D
Ri := 2 R; = 0'2' Hydrauiics Radius (ft.)
1
2 —
1.486 3 2
Qi�= n. 'Ai'Ri 100
Df:=D-2•tf Df=11.31
(Df z
Af. 144 Af=0.7
Dr
4
Q; = 0.82 Maximum flow rate of existing pipe,
based upon given slope and roughness (CFS)
Finished inside diameter of CIPP
Rf:=— 12 Rf=0.24
I
2 --
1.486 3�
f S)2
Qf - n Af Rt 100 Qf = 1.05
Qi • 7.5.3600.24
Q—
jmgd 1000000 QiriIgd'- 0.53
Qi
AQ :- Qf - • I o0
Qi
Qf•7.5.3600.24
Qmgd =_ 1000000
•
AQ.= 28
Cross sectional area of CIPP line (sq. ft.)
Hydraulic radius of CIPP line
Maximum flow rate of CIPP line, based upon
initial slope and CIPP roughness (CFS)
Flow rate of existing pipe (MGD)
Percent of increase in flow capacity of
finished line.
`Qmgd =.0.69. Flow rate of CIPP line (MGD)
Deflection Analysis for Minimum SDR
Percentage of maximum allowable
deflection is 5%
Dl := 1.5 Deflection Lag Factor defined
Kx := 0.11 Bedding Constant defined
Ktµ := u 5o Lateral Earth Pressure Coefficient defined based on a soil
density of 120 PCF
Bd := D Bd = 1 Design Trench width (ft)
12
H�
—2 Ku B
l —e dJ
Cl.-
2 K'� Cd = 3.3
Cd'Ys. Bd
W� — 144 WC = 2.75
•
W1=0
Live load (PSI)
(DI-W,+ wl).Kx•100
EL
+ 0.061- E'S
1.5-SDRf3
S = 0.72
EL
1.5. (SDRf)3
RS :_ - 100
0.061 • E's
0
Marston's Load Coefficient (PSI)
Earth load for deflection calculations (PSI)
Spangler equation for estimated deflection
Estimated deflection based upon Spangler equation
which is less that the maximum allowable 5%
RS = 3.18 FIPP to Soil Stiffness percentage
•
•
0
Design Summary
Minimum SDR = SDR = 47.33.
Minimum Design Thickness(in) =
t = 0.25
Minimum Design Thickness (mm) =
tm,,i = 6.44
Actual Thickness to be installed (in) =
tf =-0.34
Actual Thickness to be installed (mm) =
tfmm = 8.7
Actual SDR to be installed =
sbR f = 315.03 .
Calculated Deflection (%) = 6 =:0.72�
Calculated Ratio of Pipe to Soil Stiffness (%) =RS = 3.18
Maximum Flow rate of existing Line (MGD) =Q;mgd = 015.3
Maximum Flow rate of CIPP (MGD) = Qmgd = 0.68
Increase in Flow rate of CIPP (%) _ AQ = 28
National Liner Design Calculations
Project : City g of Huntington Beach
Design BY: National Liner West
Design assumptions are as follows:
Design Criteria
D := 15 Mean inside diameter of existing pipe (in)
H := 15 Height of Ground cover (ft)
Hw :_ 7 Height of Groundwater (ft)
Nb := 2 Factor of Safety against Buckling
q := 2 Ovality of original pipe
r_'s := 1000 Modulus of Soil Reaction
fs := 120 Soil Unit Weight (PCF)
ai := 4500 Flexural Strength (psi)
E := 300000 Initial Flexural Modulus of Elasticity
EL := 125000 Long -Term Flexural Modulus of Elasticity
s :_ .07 Slope of a given section (%) for flow analysis
11; :_ .015 Manning's roughness coefficient for vitrified clay (0.013-0.030)
nt :_ .01 Manning's roughness coefficient for polyurethane lined CIPP
•
BUCKLING REQUIREMENT -
FULLY DETERIORATED PIPE
Minimum thickness to meet buckling criteria is determined from Luscher's equation as
shown.
3 H °�
B':= _ 1 - B' = 0.4
W :=
4•e
(- 0.065- H )
Water buoyancy factor
Coefficient of Elastic Support
1800 AASHTO H2O Loading defined as a function of depth in feet.
800 Values shown are pounds per square foot.
600
400
xc := i-1 —1
250 wH
200 Wl:= if H>9,0, ) Live load defined as a function
175 144 of depth.
100 W1 = 0 Live Load (PSI)
laa
H
qt := 0.433-H,,,, + Rw. 144 + wl
Total External Pressure on Pipe (PSI) qt = 13.61
3
1 - 9
C := 100 21 Ovality reduction Factor
�1 C = 0.84 ' + 100 j
`bl 2 3
qt.— J •D
1.= Luscher's Equation
32 R,- B'•E'S• EL
1
t := (12.1) 3 tram := t- 25.4
t =.0.32 Thickness (in) SDR := D
t
r- 2.65:x` 10- . Moment of Inertia (in^4/in:
tmm = 8.05 Minimum Thickness (mm)
SDR = 47.33
•
BUCKLING REQUIREMENT -
FOR PARTIALLY DETERIORATED PIPE
The design thckness is found by using the following modified Timoshenko's buckling
equation.
2•K•EL 1 C
P=
lI - A (SDR3—
1)3 lb Timoshenko's modified equation
P :_ (if(H,> 0,0.433•Hw,0.01)) Groundwater hydrostatic Load (PSI) P = 3.03
Dimensionless enhancement factor which takes into account the support and restraint
K 2 provided by the existing soil envelope around the existing pipe. ASTM F1216
recommends a minimum factor of 7.0.
v := 0.30 Poisson's Ratio for resin impregnated tube
1
?.K.EE.0 3
SDR2:= 1 * I Timeshenko's equation solved
P.(l - v2)•I�U for SDR L
SDR2 = 65.24
D
t2 SDR2 t2mm := t2.25.4
t2 = 0.23 Minimum thickness (in.)
t2mm = 5.84 Minimum thickness (mm)
•
is
0
Minimum Thickness per ASTM F 1216
e Tn accordance with ASTM F 1216, the FIPP meet the
0.093equirements of thickness as determined by the preceding
3 3
D 12•SDR2 :quation.
1
t 3
sol,iina the first Pnnatlon for t:
1
3
0.093 E E D3.12
t3 �
t3 = 0.23 Minimum thickness per ASTM F 1216 (in)
t3mm t3-25.4 t3mm = 5.9 Minimum Thickness (mm)
SDRz := D SDR3 = 64.54 Minimum thickness per ASTM F 1216
t3
0
Design Thickness Summary
0 Minimum SDR and thickness
for Fully Deteriorated pipe SDR = 47.33 tmm = 8.05 .
Minimum SDR and thickness
: =
for Partially Deteriorated pipe ,SDR = 65.24 t,mm 5.84
Regardless of whether the design is based upon fully deteriorated or partially deteriorated,
the pipe must have a minimum thickness of the value below.
Minimum SDR and thickness SDR3 = 64.54 t3mm = 5.9
as per ASTM F1216 minimum
The actual thickness of the liner to be installed will have the following dimensions:
tfnint 10.7 The finished thickness (mm) tfmm
tf _ 25.4
tf = 0.42 The finished thickness (in.) SDRf D
if
SDRf = 35.61 The finished SDR
0
•
0
Flow Analysis
Flow analysis is performed using Manning's formula for both existing pipe and the CIPP.
A,
144 Ai = 1.23 Cross sectional area of existing pipe (sq. ft.)
D
R; := 2 Ri = 0.31 Hydraulics Radius (ft.)
1
2 —
1.486 3 5 2
Q' ni `-,j.N' .� 100) Qi = 1.48 Maximum flow rate of existing pipe,
based upon given slope and roughness (CFS)
Df = 14.16 Finished inside diameter of CIPP
Df:=D-2•tf
D 2
Af 144
Dr
4
Af= 1.09
Rf 12 Rf=0.29
1
2 —
1.486 ,4 R 3 •� S
2
Qf o f f f t 00 ) Qf = 19
Qi•7.5.3600.24
Qimgd S
1000000 Qim d = 0.96
Qf —Qi
Q
Qf • 7.5.3600.24
Qmgd Qmgd = 1.23,.
1000000
Cross sectional area of CIPP line (sq. ft.)
Hydraulic radius of CIPP line
Maximum flow rate of CTPP line, based upon
initial slope and CIPP roughness (CFS)
Flow rate of existing pipe (MGD)
Percent of increase in flow capacity of
finished line.
Flow rate of CIPP line (MGD)
Deflection Analysis for Minimum SDR
Percentage of maximum allowable
deflection is 5%
D1:= 1.5 Deflection Lag Factor defined
Kx := 0.11 Bedding Constant defined
K'P := o. 1 5o Lateral Earth Pressure Coefficient defined based on a soil
density of 120 PCF
Bd := D tad = 1.25 Design Trench width (ft)
12
— IK'FL
a— 2.K d = - Marston's Load Coefficient (PSI)
{l Cd-Ys.Sd
Y C
144
•
w1=0
WC = 3.38
Live load (PSI)
(DI.W,+ Wj)•K,•100
EL
+ 0.061•E's
1.5•SDRf3
S = 0:89
RS:= .. t..,..;) .100
0.061 • E's
C.]
Earth load for deflection calculations (PSI)
Spangler equation for estimated deflection
Estimated deflection based upon Spangler equation
which is less that the maximum allowable 5%
RS = 3.03 FIPP to Soil Stiffness percentage
•
•
0
Design Summary
Minimum SDR = SDR = 47.33
Minimum Design Thickness(in) = t = 0.3i
Minimum Design Thickness (mm) = tmm = 8.05
Actual Thickness to be installed (in) = if = 0.42.
Actual Thickness to be installed (mm) = tfmm = 10.7
Actual SDR to be installed = SDRi'= 35.61
Calculated Deflection (%) = s = 0.89
Calculated Ratio of Pipe to Soil Stiffness (%) =RS = 3.03
Maximum Flow rate of existing Line (MGD) maimed.= 0.96.
Maximum Flow rate of CIPP (MGD) = Qmgd = 1.23
Increase in Flow rate of CIPP (%) _ 4Q.= 29
BIDDER'S CERTIFICATION*
HOUSING AND URBAN DEVELOPMENT ACT OF 1968 AS AMMENDED IN 1992,
SECTION 3 TITLE 24, Code of Federal Regulations, Part 135*
Economic Opportunities for Low and Very Low -Income Persons
The bidder, under penalty of perjury, certifies that except as noted below, any person associated
therewith in the capacity of owner, partner, director, officer, or manager (initial the applicable
selections):
Will ensure that 10% of all new hires as a result
of this project shall meet all requiremnents of
Section 3 of CFR Part 135 of the HUD Act of
1968; or
Will hire no new employees in conjunction with
this project.
Will award 10% of its sub -contracts to Section 3
businesses.
This certification shall apply to the prime contractor's sub -contracts related to this project.
Contractor: Zz LINER, INC.
Contact Person: Chris D. Scarrat President
Contact Phone: 310 3 -87 7
Signed: J
Date: April 22, 2002
*Note: The above certification is required by the Department of Housing and Urban
Development (24 CFR 135 and Subtitle A et al) and must be submitted by the bidders and
proposed sub -contractors only in connection with contracts and subcontracts which are subject to
Section 3 of the 1968 Housing and Urban Development Act, as amended in 1992 (HUD).
Previous non-compliance with Section 3 could result in disaualifcation.
C-12
City of Huntington Beach
Public Works Department
2000 Main Street
Tel. (714) 536-5431, Fax (714) 374-1573
ADDENDUM NUMBER ONE
For
HUNTINGTON HARBOUR SEWER PROJECT PHASE II
CC- 1174
April 17, 2002
Notice To All Bidders:
Please note the following revision to the Project Specifications, and Technical Provisions:
PROJECT BID SCHEDULE
Remove existing page C-1s, and insert attached page C-1s (Addendum 1)
Any deviation from this notification procedure must be approved by the Engineer.
This modification does not change the Engineers Estimate for this project.
This is to acknowledge receipt and review of Addendum Number one, dated April 17, 2
ZZ LINER, INC.
Company Name By Chris D. Scarratt, President
Avri1 22, 2002
Date
All bidders must acknowledge the receipt of this Addendum with your bid proposal.
Should you have any questions regarding this Addendum, please call Todd Broussard at (714) 536-5247.