HomeMy WebLinkAboutZZ LINER, INC - 2002-04-15f
WHEN RECORDED MAIL TO: '
CITY OF HUNTINGTON BEACH
Office of the City Clerk
P.O. Box 190 -- 2000 Main St.
Huntington Beach, CA 92648
Recordtu in Official Records, County of Orange
Tom Dalv, Clerk -Recorder
IIIII III:' II��� �lII! NO FEE
2003000204086 09:40am 02/25/03
130 42 N12 1
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN by the City of Huntington Beach, owner in fee, 2000 Main Street, Huntington
Beach, CA 92648,- that the_contrart_herptnfnre_a;nrarded to Z Z Liner.. Inc.. who was_the_companv thereon
for doing the following work to -wit:
This project includes Miscellaneous Sewer Lining Improvements, Phase I; CC-1178.
That said work was completed November 13, 2002 by said company according to plans and
specifications and to the satisfaction of the Citv Engineer of the City of Huntington Beach and that said
work was accepted by the Director of Public Works on November 13, 2002, per City Council Resolution
No. 2002-10 adopted February 19, 2002.
That upon said contract Fidelity and Deposit Company was surety for the bond given by the said
company as required by law.
This document is solely for the official business of the City of Huntington Beach, as contemplated under
Government Code Section 6103 and should be recorded free of charge.
Dated at Huntington Beach, California, this January 30, 2003.
Director of Public Works or City Engineer
City of Huntington Beach, California
STATE OF CALIFORNIA }
County of Orange } ss:
City of Huntington Beach }
I, the undersigned, say: I am an Agent of the City of Huntington Beach, owner in fee, in the foregoing
NOTICE OF COMPLETION. I have read said NOTICE OF COMPLETION and know the contents
thereof; the same is true of my knowledge.
I declare under penalty of perjury that the foregoing is true and correct, and that said NOTICE OF
COMPLETION was duly and regularly orgered to be recorded in the Office of the County Recorder of
Orange County.
Dated at Huntington Beach, California, this January 30, 2003.
Director of Public Works or City Engineer
City of Huntington Beach, California
WHEN RECORDED MAIL TO. -
CITY OF HUNTINGTON BEACH
Office of the City Clerk
P.O. Box 190 — 2000 Main St.
Huntington Beach, CA 92648
City of Huntington Beach
INTER -DEPARTMENT COMMMUNICATION
HUNTINGTON BEACH
TO: THOSE LISTED HEREON
FROM: Robert A. Martinez
DATE: March 5, 2003
SUBJECT: Retention Release Payment
Company Name: Z. Z. Liner, Inc.
Address: 539 west 140`h. street
City, State and Zip Code: Gardena, CA 90248
Phone Number: (310) 329-8717
Business License Number:A228440 Exp.6/03
Local Address: Same as above
Notice of Completion Date:1/6/03
Contract Purpose: Release remaining 10% money to contractor from Cash Contra
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 file on the,,sugt at this time.
Date
Robert F. Beardsley, Public Works Director
certify that there are no outstanding invoices on file.
4 2--o
Date
enrich, City Treasurer
I certify that no stop notices are on file on the subject contract, and that a guaranty bond
has been filed with this office.
3,« / �
ate Connie B
, City Clerk
Reten. Release
3/5/2003 9:41 AM
LlMe CITY OF HUNTINGTON BEACH
2000 Main Street
Robert F. Beardsley, P.E.
Director
December 12, 2002
County Clerk -Recorder
P. O. Box 238
Santa Ana, CA 92702
P.0.6ox 190
Subject: Notice of Completion for Cash Contract No. 1178
California 92548
Department of Public Works
(714) 536-5431
Enclosed please find the original Notice of Completion to be recorded and
returned back to my attention at, City of Huntington Beach, Department of
Public Works, 2000 Main Street, P. O. Box 190, Huntington Beach, CA 92648.
Also enclosed is a self-addressed, stamped envelope for your use.
If you have any questions, you can contact me at (714) 536-5423.
Sincerely,
Roltert A. Martinez
Co struction Division
RAM:jm
Enclosure:
Notice of Completion- Z Z Liner, Inc. - CC No, 1178- Misc. Sewer Lining Project
C(DPY
G/Templatel Cover Letter for NOC
U-LINER
WEST
Trenchless Pipeline Reconstruction
a division of ZZ LINER, INC.
• License No. A-669620 -
Cite' 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:
a
The undersigned, contractor on
CC:_1178 Mist. Sewer Lining Project, Phase I
Project No. Title
hereby certifies that all laborers, mechanics, apprentices, trainees, watchmen and guards.employed
by him or by any subcontractor performing work tinder the contract on the project have been paid
%%!a$es at rates not less than those required by the contract provisions, and that the work performed
by each such laborer, mechanic, apprentice or trainea conformed to t-he classificatioris set forth in
the contractor trailing program provisions applicable to the wage rate paid.
ZZ LINER, INC.
v
Sisn`ture arid Title Chris D. Scarratt, President
I= .Uhtani
539 West 140th Street. Gardena, CA 0024 �-3 10} 329-8717 • Fax (310) 329-0981
DECLARATION[ OF SATISFACTION OF CLAIMS
I, Chris D. Scar att. President , state:
of ZZ LINER, INC.
i am the general contractor for the City of Huntington Beach, as to the project more fully
described in the public works contract entitled Misc . Sewer Lining Proi, Ph 1 CC L178
and dated 09/16/02
2. Ail %corkers and persons employed, all firms supplying materials, and all subcontractors for the
above-mentiored project have been paid in full.
I 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 Califomia: (if none,
state "NONE")
N 0 N E
I declare under penalty of perjury that the foregoing is true and correct.
Executed It Gardena Ca,14fornia on this
ZZ LINER, INC.
(Signature o Contractor)
BY: Chris D. Scarratt, President
lxckashcon2
22nd day of NoveMber , 2002
SAFt-CO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY OF AMERICA
FIRST NATIONAL INSURANCE COMPANY OF AMERICA
`CECO*
HOME OFFICE- SAFECO PLAZA
MAINTENANCE BOND Bond 6099237
KNOW ALL BY THESE PRESENTS, That we, ZZ LINER, INC.
539 West 140th Street Gardena CA 90248
as Principal, and SAFECO INSURANCE COMPANY OF AMERICA
a corporation organized under the laws of the State of Washington and duly authorized to do business in
the State of CA , as Surety, are held and firmly bound unto
_ - CITY OF HUNTINGTON BEACH
as Obligee, in the penal sum of
Sum- -Hundred Ninety Six Thousand Four Hundred Ninety Nine and 001100 (S 796,499.00 )
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 thew presents.
WHEREAS, the said Principal entered into a Contract with the
C OF HUN INGTON BEACH dated 4/15102
for Miscellaneous Sewer Lining Project - Phase 1 Cash
Contract No. 1178
WHEREAS, said Contract has been completed, and was approved on 1 th
day of April + 2002 .
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the Principal shall guarantee that the work
will be free of any defective materials or workmanship which became apparent during the period of
1 Year year(s) following completion of the Contract then this obligation shall be void, otherwise to remain in
full force and effect, providtd however, any additional warranty or guarantee whether expressed or implied is extended by the
Principal or Manufacturer only, and the Surety assumes no liability for such a guarantee.
Signed and sealed this , 7t1L^�� day of May 402
(Seal)
(Seal)
y r s carra t, resi ent
(Seal)
COPY. SAFECO INSURAbCE COMPANY 2F AMERICA
By Z'
Cis Lee Attorney -in -Fact
" Regatered trademart of SAFECO Corporation.
Company Profile
Page I of 2
Company Profile
AM
Insurance°
SAFECO INSURANCE COMPANY OF
AMERICA
STATE FILINGS C-2 SAFECO PLAZA
SEATTLE, WA 98185
800-332-3226
Former Names for Company
Old Name: SELECTIVE AUTO & F INS CO AMER Effective Date: 11-02-1953
Agent for Service of Process
DAWN JEWORSKI, 17570 BROOKHURST STREET FOUNTAIN VALLEY, CA 92708-4792
Unable to Locate the Agent for Service of Process?
Reference Information
NAIC #: 24740
NAIC Group #: 0163
California Company ID #: 1442-3
Date authorized in California: October 07, 1953
License Status: UNLIMITED -NORMAL
Company Type: Property & Casualty
State of Domicile: WASHINGTON
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
FIRE
http:''www4.insurance. ca. gov: wu.!idb_co_prof utl.get_co_profi?p_EID=3361 12i 1 1 /2002
Company Profile
Page I of 2
Company Profile
AM
rnce
Ins
GENERAL INSURANCE COMPANY OF
AMERICA
REGULATORY COMPLIANCE DEPT T-7 SAFECO PLAZA
SEATTLE, WA 98185
800-544-2614
Agent for Service of Process
DAWN JEWORSKI, 17570 BROOKHURST STREET FOUNTAIN VALLEY, CA 92708-4792
Unable to Locate the Agent for Service of Process?
Reference Information
NAIC #:
24732
NAIC Group #:
0163
California Company ID #:
0732-8
Date authorized in California:
December 22, 1923
License Status:
UNLIMITED -NORMAL
Company Type:
Property & Casualty
State of Domicile:
WASHINGTON
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
FIRE
LIABILITY
MARINE
http://www4.insurance.ca.gov/wu/idb_co_prof ut1.get_co_proPp_EID=2962 12/11/2002
Company Profile
Page I of 2
Company Profile
AM
Insurance��"
FIRST NATIONAL INSURANCE COMPANY
OF AMERICA
REGULATORY COMPLIANCE DEPT T-7 SAFECO PLAZA
SEATTLE, WA 98185
800-544-2614
Agent for Service of Process
DAWN JEWORSKI, 17570 BROOKHURST STREET FOUNTAIN VALLEY, CA 92708-4792
Unable to Locate the Agent for Service of Process?
Reference Information
NAIC #:
24724
NAIC Group #:
0163
California Company ID #:
0978-7
Date authorized in California:
January 03, 1929
License Status:
UNLIMITED -NORMAL
Company Type:
Property & Casualty
State of Domicile:
WASHINGTON
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
FIRE
LIABILITY
MARINE
http:/i--"www4.insurance.ca.gov/wu/idb_co_prof utl.get_co_prop.p_EID=3075 12/11'2002
toT OM5�K
Council/Agency Meeting Held: 22.-- 62
Deferred/Continued to:
Ap rove ❑Conditionally Appro ed ❑ De ed
AVI
Pam. y Cie s Signature
Council Meeting Date: January 22, 2002
Department iD Number: PW 02-006
CITY OF HUNTINGTON BEACH
REQUEST FOR ACTION
SUBMITTED TO: HONORABLE MAYOR AND CITY COQNCII, MEMBERS
SUBMITTED BY: RAY SILVER, City Administrator
U`
PREPARED BY: ROBERT F. BEARDSLEY, Director of Public Works
SUBJECT: AUTHORIZE ADVERTISEMENT FOR THE MISCELLANEOUS
SEWER LINING PROJECT, PHASE I; CC-1178.
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 first of two
phases of the Miscellaneous Sewer Lining Project, Phase I; CC-1178.
Funding Source:
Funds in the amount of $800,000 are budgeted in the Sewer Service Fund, Sewer Line
Repairs, Account No. 51185201.82600.
Recommended Action: Motion to:
1. Approve the project plans and specifications and authorize the Director of Public Works to
request bids for the Miscellaneous Sewer Lining Project Phase I; CC-1178.
Alternative Action(s):
Forego approval at this time and direct staff on how to proceed with the project. This project
is part of the Santa Ana Regional Water Quality Control Board's (SARWQCB) approved work
plan.
f-�
REQUEST FOR ACTION
MEETING DATE: January 22, 2002 DEPARTMENT ID NUMBER: PW 02-006
Analysis:
In the spring of 2001, the City identified 178 points of concern in the City's sewer system.
These areas predominately consist of hairline cracks in the pipes. consistent with an aging
sewer system. The City developed a plan, approved by the Regional Water Quality Control
Board (RWQCB), to mitigate these areas. A sewer service charge has been implemented to
fund sewer repair projects. Prior to implementation of the sewer fund, 34 points were
repaired through routine maintenance or combined with other projects. To mitigate the
remaining segments, $800,000 per year has been budgeted for the next two years from the
Sewer Service Fund. It is anticipated that the process of sliplining, which has proven to be
successful and cost effective, will be used.
Public Works staff has prepared Contract Documents and Specifications for Phase I, which
consists of lining an estimated 98 of the remaining 144 sewer segments, and now requests
permission to advertise for bid.
Public Works Commission Review:
A Public Works Commission request for action was prepared for the regularly scheduled
meeting of January 16, 2002. The Commission's recommendation, which is not available as
of this writing, will be available to the City Council at the time action is required on this item.
Environmental Status:
This project is categorically exempt pursuant to Class 1, Section 15301 of CEQA.
Attachmentfsl:
RCA Author: T. Broussard jrn x5247
02-006jan 22 Broussard (Advertise 1178).doc .2- 01/11102 12:04 PM
ATTACHMENT #1
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BANNING
LOCATION MAP
MISCELLANEOUS SEWER LINING - PHASE I � +�
CITY OF HUNTINGTON BEACH 0
DEPARTMENT OF PUBLIC WORKS
RCA ROUTING SHEET
INITIATING DEPARTMENT:
Public Works
SUBJECT:
AUTHORIZE ADVERTISEMENT FOR THE
MISCELLANEOUS SEWER LINING PROJECT PHASE I;
CC-1178.
COUNCIL MEETING DATE:
January 22, 2002
RCA. ATTACHMENTS.:
STATUS
Ordinance (w/exhibits & legislative draft if applicable)
Not Applicable
Resolution (wlexhibits & 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 Attorney)
Not Applicable
Subleases, Third Party Agreements, etc.
(Approved as to form by City Attorney)
Not Applicable
Certificates of Insurance (Approved by the City Attorney)
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 FOR MISSING. ATTACHMENTS
REVIEWED
RETURNED-.
; FORWARDED
Administrative Staff
( )
{ )
Assistant City Administrator (Initial)
( )
{ )
City Administrator (Initial)
( )
{ )
City Clerk
. EXP ANATION FOR. RETURN OF`ITEM:
�1 K c
The following information must be returned with the bid
Bidder's name: ZZ LINER, INC.
Bidder's address: 539 Riest 1 0th Street,
Phone number. 310/329-8717 Fax number: 310/329-0961
Pipeline rehabilitation process (trade name) bid: Um -LINER _
(Choose only one per Section B- "Instructions to Bidders" #12)
Attach a letter to this sheet from the manufacturer stating that:
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:
Address:
aTs,
416
Inc.
e7
Y-W
w�
pickering Street,Houston,
Telephone number: 713Z692-8373 ---
Contact person: Larry McMichael
Laboratory number 2:
Name: _ Ramtech„ Laboratories, Inc,
Address: _ 14104 Orange Avenue, Paramount, CA
Telephone number: 562 633-4824
Contact person: Dave Macey
Laboratory number 3:
Name: CRT Laboratories
Address: 1680 N. Main, Orange- CA
Telephone number: ' 714/283-2032
Contact person: Kin Leienneu_ _
C-11
City of Huntington Beach
Public Works Department
2000 Main Street
Tel. (714) 536-5431, Fax (714) 374-1573
ADDENDUM NUMBER ONE
For
_MISCELLANEOUS SEINER LINING PROJECTLPHASE I
CC-1178 -
February 22, 2002
Notice To All Bidders:
Please note the following revision to the Project Specifications, and Technical Provisions:
12. Equivalent Materials
Add "Insituform" as a Trade Name under GREENSOOK Section 500-1.4 Type W
7-8.5 .. Temporary Light, Power and Watet
[Delete the first paragraph and replace with the following:].
Construction water meters are required on all projects within the AGENCY. The AGENCY's Water Division will furnish
and set the meter with eddy valve. The deposit for the meter is $755.00 of which $700.00 could be refunded at the
conclusion of the project, if the meter is returned in the same condition that is was delivered in and no additional
charges have occurred.. There is a $55.00 service charge to set the meter. For each time the meter is moved to a
new location, there is an additional $25.00 service charge. Payment(s) must be in cash, cashier's check or money
order.
7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS
[Delete the sixth paragraph and replace with the following:].
The Contractor -is required to call the AGENCY's Water Division at (714) 375-5921, 48 hours in advance of any lining
process so arrangements can be made for the water main's shut down.. Failure to comply with such notice will prevent
the AGENCY from shutting down the water and the Contractor shall take full responsibility for the installation of the liner
per the project specifications. No time extensions will be granted for failing to comply with this procedure.
500-1.11.7 Miscellaneous.
[Delete the fifth paragraph and replace with the following:].
The Contractor shall be responsible for all coupons (cutouts, cookies or residual pieces) generated by the remote
control device used to re-establish individual service laterals from within the sewer pipe. The Contractor shall use
whatever means available and acceptable to the Engineer to capture the coupons at the nearest downstream
manhole. However, approval by the Engineer does not in anyway relieve the Contractor of the full responsibilities
provided for in this Section.
Each coupon shall be physically removed from the manhole, and counted in the presence of the Engineer. The
number of coupons removed shall equal the number of services re-established. If the numbers do not equal, the
Contractor shalt make every effort to locate and capture the missing coupon(s) even if it has traveled downstream of
the initial work area to prevent interruptions within the downstream sewer lift station(s). If an interruption occurs the
Contractor shall provide and connect a temporary bypass system at the sewer lift station using above ground diesel
pump(s) and appurtenances within one (1) hour of notification from the AGENCY and immediately contact the
emergency services contractor to report to the sewer lift station.
Due to disruption(s), blockage(s) or damages resulting from the Contractors operations and to insure continual
operation of the sewer lift station(s) during this contract, the Contractor shall enter into a separate maintenance
agreement with Flow Systems Inc., 3010 Floyd Street, Burbank, California, {818) 562-5282, to provide 24 hour, 7 day a
week emergency services throughout the duration of the project
The AGENCY shall have the authority to direct the emergency contractors services at all times. Should the services
be determined not to be associated with the Contractors operations, the Contractor will be compensated per Section
3. In all other cases, all costs associated with the emergency contractors work shall be bome solely by the Contractor.
Additionally all other expenses incurred by the AGENCY for emergency repairs due to the Contractors noerations will
be deducted from the progress payments and the final payment due to the Contractor.
The Contractor shall provide evidence of said agreement prior to the AGENCY's issuance of the Notice to Proceed.
Payment for bypassing and the maintenance agreement shall be considered to be included in the price bid for other
items of work and no other compensation will be allowed therefor.
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 February 002.
ZZ LIN
Company Name By Chris D. Scarratt, President
March 4- 2QJQ2
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
Public Works Department
2000 Main Street
Tel. (714) 536-5431, Fax (714) 374-1573
ADDENDUM NUMBER TWO
For
MISCELLANEOUS SEWER LINING PROJECT PHASE
CC- 1178
February 25, 2002
Notice To All Bidders:
Please note the following revision to the Project Specifications, and Technical Provisions:
"Working Days"
Revise the WORKING DAYS to read 100 (one Hundered), on pages C-1, and E-7.
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, dat2 ed February 25, 2
Z2„LINER INC. _
Company Name By Chris D. 5carratt, President
March 4 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.
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
2002
PROFILE
JOB #
CODE
PROJECT NAME & LOCATION
OWNER and/or GENERAL CONTRACTOR
CONTRACT AMOUNT - OPENICOMPLETE
2002
182
6
Caffrans - RPV Storm Drain Rehab
Colich & Sons, LP Grant Wood 3231770-2920
$45,500.00 Complete- 0112002
Rehab appx 150 If -30' CMP wICIPP Lining
547 W. 140th Street, Gardena, CA 90248
183
6
City San Diego - College Area Swr. Pipe Replacement
Rehab appx 480 If-8'sewer w/CIPP Lining
Phillips National Inc. Bill Seward 858/653-0160
7606 Miramar Road, Ste 7100, San Diego, Ca 92126
$32.906.00 Not started at 03/05/02
184
5
Camp Pendleton MCB - Pump Stn Repairs
SEA PAC Engrg Steven -Gavin 8181776-1344
N687-99-D $55,425.00 In Progress
Rehab B' & 10' sewer pipe w/HDPE Lining
7304 Canby Ave., Reseda, CA 91335
. 6443
Total 3 projects. Average Contract amt: $44,610.33
1=sewer, 2--storm drain, 3=Water, 5=HDPE fining, 6xCIPP lining
Further information will be supplied upon request
TOTAL 2002 to date: $133,831.00
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
CONTRACT
AMOUNT OPEN/COMPLETE
2001
175
fi
City San Diego - Sewer Group 539 . j
BRH-Garver Inc. for City of San Diego 6191265 0537
K01067C
$271,590.00 In Progress
Rehab appx 1.530 If - 24' sewer main w/CIPP Lining _j
6974 Mission Gorge Road, San Diego CA 92120
176
5&6
Vallejo Sanitation - RDIII Reduction - Area 5
KJ Woods Construction Ron Zelaya 510l538 5874
;247,452.50 In Progress
Rehab 6'. 8', 10' & 18' with CIPP Lining_
2718 Pacheco St, San Francisco, CA 94116-1129
177
5
City L.A. Harbor District CSRP Unit 5 Swr Rehab
Mike Prlich & Sons Inc. Michael Prlich 323/283-7852
SZC 112!41
$113.901.75 Complete - 12/2001
Rehab appx 1,633 If of 8' with HDPE Lining
9316 Klingerman St, So. El Monte, CA 91733
178
5
City San Diego - Sewer Group 2000
Orion Construction Chris Tresize 760/591-9181
K02019C
$150,6741.00 Not started at 03/05102
Rehab appx 1,208 If - 8' sewer main wlHDPE Lining
1635 So. Rancho Santa Fe Rd. #209, San Marcos, CA 90269
179
5
City San Diego - Sewer Group 677
S.C. Valley Engrg, Inc. Leo 619/444-2366
K02018C
$52,310.00 Not started at 03/05/02
Rehab appx 285 It - 8' sewer main w/HDPE Lining
PO Box 2848, El Cajon, CA 92021
WO 174351
180
6
CiMesa - Swr imp, Jackson��
of Laehab
S.C. Valley Engrg, Inc. Leo 619/444-2366
Bid 05-01
3125.899.00 Not started at 03/05/02
[Rty
appx 866 If - 6- & 200 If- 8' w/CIPP Lining
PO Box 2848, El Cajon, CA 92021
181
5
City of San Diego Sewer Group 697
Ortiz Corporation John Brito 619/482.4288
K02027C
$99,756.00 Not started at 03/05/02
Rehab appx 906 If - 6' w/HDPE Lining
P.O. Box 5574. Chula Vista, CA 91912
wo 175331
Total 26 projects. Average Contract amt: $98.709.14 TOTAL 2001 to date: $2,701,307.75
cs4A&-2m2
1=sewer, 2=storm drain, 3=Water, S=HDPE lining. 6=CIPP lining
Further information will be supplied upon request
U-Liner Vilest and National Liner Vilest
divisions
of ZZ LINER INC., License no. 669620-A
2001
PROFILE
JOB #
CODE PROJECT NAME & LOCATION
OWNER and/or GENERAL CONTRACTOR
CONTRACT
155
5 City of San Diego Sewer Group 637
Dietrich Corp. for City of San Diego Ed Shoemaker 619/447-4800
K99224C
Rehab appx 116 If of S' by HDPE Lining
1243 Greenfield Drive. Suite H, El Cajon, CA 92D21
156
5 Caltrans - San Diego
C.A. Rasmussen. Inc. Ron Gaines 6191641-928 t
11-048664
Rehab appx 123 If of 8" by HDPE Lining
4620 - 40th St., San Diego, CA 92116
157
fi City of Redondo Beach, Basin III Sewer Rehab
ARA Engineering . Ali Yazcan 949/460-0193
[Rehab appx 84 If of 12-inch by CIPP Liri2q__
22600-G Lambert Rd, Ste 1405, Lake Forest, CA 92630
158
6
Cily Los Angeles - Wamer Ave. & Edgeley Ct.
Papac Construction Co., Inc. {Steve Pahar, Toomey)
SZS11180
Rehab appx 146 If of 12-inch by CIPP Lining—
2030 Santa Anita Ave., So. El Monte, CA 91733 626/443-4061
159
6 City of Compton - Alondra Blvd. Pavement Rehab
Rehab appx 3514 If of e" to 16" with CIPP Lining
Sequel Contractors, Inc. Jason Spear 5621803-5661
1224D Woodruff Ave., Downey, CA 90241
160
5 City of San Diego Sewer Group 489
Pacific Southwest Jim McNeil 6191444-2083
K01045
Rehab appx 240 If of 6' with HDPE Lining
204 Greenfield Dr, Ste. D, Ef Cajon, CA 92020
161
5 City of San Diego - Horne Ave. Accel Swr Repair
Cal -Southwest for City of San Diego John Brito 858/713-0533
K99263C
Rehab appx 490 If of 6` & 182 If of 8" w/HDPE Lining
10455 Sorrento Valley Rd., #210, San Diego, CA 92121
162
6
L.A. County Sanit. - Lamanda Park Ext Swi Rehab
L.A. County Sanitation Dist #16 Sam Espinoza 562ffiW7411
16-08.D6-32
Rehab 254'-27', 1V-24', 25Z-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 Brito 8581713-0533
K20068C
CCTV at Time and Material Rates
10455 Sorrento Valley Rd., #210, San Diego, CA 92121
164
6 Cily of San Buenaventura-- Sunset Dr. Storm Drain Rpr `
City of San Buenaventura Andrew Brozyna 8051654-7743
Spec 20Dl-101
Rehab appx 336 If of 30' Drain w/CIPP Lining_ I
501 Poli 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 6261443-3627
SZC11153
Rehab appx 1080 If of 8" with HDPE Lining
926 Durfee Ave. So Et Monte, CA 91733
166
6 City L.A.-Sanofre Dr/Casale Dr. Storm Drain ^
Lee Construction Co. Rick 805/522-5195
EXX514D9
Lehab appx 212 If of 18" Drain w/CIPP Linin�C —
3354 Lathrop Ave., Simi Valley. CA 93063
167
5 Job cancelled
168
6
AExteio rtesia nsnru Tnk Sewer
L.A. County Sanitation District Chuck Boehmke 310/638-1161
ehab appx 373 If of 18" VCP w/CIPP Lining
1955 Workman Mill Rd., Whittier, CA 90607
169
5 L.A. County Public Works - Princeton St, City Terrace
L.A. County Dept Public Works 6261458-3118
SMDAC0079
Rehab appx 10,362 If of 8' w/HDPE fining
900 So. Fremont Ave, Alhambra, CA 91803
170
5 Monterey Park - Sanitary Sewer Repairs/Rehab
City of Monterey Park V. Bermudez SIW07-1325
Spec no, 693
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 Los Angeles 6261355-1350
SP1802
Rehab appx 1978 If - 8'. 1.581 -10', 203'- 1 2'w/HDPE
1235 Ramona Rd., Arcadia, CA. -91006
172
City of Los Angeles - LA EO RPR U-276
John T. Malloy, Inc. Justin Malloy 3231780-9941
WO E2002487 -
CCTV appx 30,000 If of 8' VCP
3032 Bandini Blvd., Los Angeles, CA 9OD23
E2002493
173
5 L.A. County Sanitation - Figueroa St. Relief Trunk Swr
Mike Bubalo Construction Mike 626/446-6062
Rehab appx 1,298 If of 12' w1HDPE Lining
12 So. Old Ranch Road, Arcadia, CA 91007
174
5 Lake Oroville State Recreation Area
Duke Sherwood Contr Inc. for CA Dept Parks/Rec. 9 161533-27 10
Rehab 6", 8", 10" & 12' w/HDPE Lining
495 Sftpson Rd, OToville, CA 95965-9645
AMOUNT
OPEN/COMPLETE
$9,860.00
Complete - 0212001
$14,145.00
Complete - 0212001
$15,960.00
Complete - 02/2001
$18,104.00
Complete-0312001
$159,906.00
Complete - D'IM02
$15,120.00
Needs to be rebid
$32.286.00
In Progress
$21,721.52
$152.548.00
In Progress
$1,322.48
Complete 12)2001
$79,729.00
Complete - 0912001
$33,885.00
Not started at 02128/02
$40,068.00
Complete - 12/2001
$47,095.25
Complete - 09/2001
$259.263.00
Complete - 0212D02
$81.493.00
Complete 1012001
$162,509.25
Not started at 03/05/02
$15.000.00
In Progress
$59.708.00
Not started at 03/05/02
$419.991.00 In Progress
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
CONTRACT
AMOUNT
OPEN/COMPLETE
143
5
City of L.A. - Hollywood Atwater -
SZC11222
$0.00
Project Cancelled
Project Cancelled
144
5
cancelled
BRH-Garver Inc. for City of San Diego 6191265-0537
Project Cancelled
145
5
City of San Diego - Sewer Group 635
BRH-Garver Inc. for City of San Diego 6191265-0537
K20083C
$22,588.00
Complete - 10/2000
Rehab appx 186 If of 6-in sewer by HDPE Lining
6974 Mission Gorge Road, San Diego CA 92120
WO#173381
$1,722.00
146
5
City of L.A_ - El Sereno Area Sewer Rehab
Vasilj Const. for City of Los Angeles 9091599-2845
SZC11221
$40,462.00
Complete-02/2001
Rehab appx 107 If - 6" & 1094 If - 8" sewer by HDPE Lining
1416 Avenida Entrada, San Dimas 91773
(35.018,20)
147
6
City of L.A. - Figueroa/Wadsworth etc CSRP
Tomovich Construction for City.of Los Angeles 626/443-3627
SZC1120B
$34.779.00
Complete - 0412001
Rehab aPpx 782 if - 8-tn sewer main by CIPP Lining _ ]
926 Durfee Ave. So El Monte, CA 91733
($320.00)
148
5
Rancho Palos Verdes - Sail View & Seabreeze Ave.
Pacific Heritage Development Homes, Inc. 9491292-4528
16-016-000
$36,900.00
Complete - 08/2000
Rehab appx 787 If - 8-in by HDPE Lining
15707 Rocldield Blvd, Ste 255. Irvine, CA 92618
($262.90)
149
5
Miscellaneous Time and Material jobs
Various
$7.756.51
In Progress
150
5
Gather Sewer Rehab for City of San Diego
J.G. Pipeline, Inc. Jim Parraga 619/981-2695
Bid K01013
$0.00
Cancelled
Job Cancelled
P.O. Box 1089, National City, CA 91951
W,O. #174481
151
6
PCH 8 Daisy, Long Beach Siphon for County Sanitation
Rehab appx 294 ft. of 33-in VCP S�phon by CIPP Lining
TL Pavlich Construction, Inc. Tom Pavlich 9091425.8680
7256 Weaver St, Highland, CA 92346
$63,272.00
Complete - 1112000
152
5
San Diego Metro Wastewater - Catalina BI Trunk Swr Ph 11
Ortiz Corporation John Brito 619/482-4288
Bid K01107
$97,240.00
Complete - 09/2001
Rehab aPpx 3,250 If of Ban swr by HDPE Lining
P.O. Box 5574, Chula Vista, CA 91912
$12,219.20
153
6
City San Francisco -Third St. Sewer improvments Ph III
Rehab
Harty Pipelines Inc. 4151585-6023
CW234
$36,294.00
Complete - 03/2001
appx 276 If of 12• by CIPP Lining
40B5 191h Ave., San Francisco, CA 94132-31154
154
5
City of San Diego at Florida St, Florida Ct
So. Calif. Underground Contractors Jim Jackson 6191584-7193
SCU #636
$19,150.00
Complete - 01/2001
Rehab appx 250 If of 6" by HDPE Lining
P.O. Box 1747, Brea, CA 92622-1747
$13,712.71
05Mo-2002
.
1=sewer, 2=storm drain, 3—Water, 5=HDPE lining, 6=CIPP lining
Further information will
be supplied upon request
Total 27 projects. Average Contract amt: $92.484.15
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
_CONTRACT
AMOUNT
OPEN/COMPLETE
2000
125 6
of L.A. - Chantilly Stradalla
Atlas Underground Co. for City of L.A. H. Loya 9091465-5710
WO E4000277
$95,664.00
Complete - 07/2000
ICity
appx 212' of 30', 5' of transition & 20' of 42' by GIPP
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
$79,329.00
Complete - 08/2000
Rehab appx 853 If of 10" conc pipe swr rehab C1PP
1955 Workman Mill Road. Whittier, CA 90601
127 5
City of L.A. - Emerg Swr Mi. Angeles/Elevado & Evadale
M. Grbavac Construction for City of Los Angeles 6261355-1350
SZC11207
$23,966.00
Complete - 0312000
rehab appx 187 If - 6' & appx 127 If 8" by HDPE Lining
1235 Ramona Rd., Arcadia, CA 91006
($646.90)
128 5
City of San Diego - Swr Grp 473 . '
Arrieta Construction, Inc., 6191448-7683
$25,296.00
Complete -03101
rehab appx 272 If of 6" sewer main by HDPE Lining
1215 No. Marshall Ave., El Cajon, CA 92020
($1,209.00)
129 5
Holly Hills
Colich & Sons for L.A. County 323/770.2920
$262,625.53
Complete - 07/2001
547 W. 140th Street, Gardena, CA 90248
130 5
L.A. County Public Works - Grape Street Sanitary Sewer
L.A. County Public Works 6261458-3118
CC 2016
$189,487.50
Complete - 08/2000
Rehab appx 4,555 If of 8-in by HDPE lining
9DD So. Fremont Ave, Alhambra, CA 91803
$1.997.59
131 5
L.A. County Public Works - Trancas Zone Sanitary Swrs
L.A. County Public Works 6261458-3118
CC 2022
$230,865.00
Complete - 0912000
Rehab appx 7,016 If of 8" & 269 If of 10' HDPE lining
90D So. Fremont Ave, Alhambra, CA 918D3
($2,192.83)
132 5 & 6
L.A. County Public Works - Marina del Rey Sanitary Sw
L.A. County Public Works 626/458-3118
CC 2020
$276,869.00
Complete - 03/2001
Rehab 8"&10" by HDPE & 2.329 If of -12" & 15' w/GIPP
90D So. Fremont Ave, Alhambra, CA 91803
$28.345.00
133 5
City of L.A. - Emerg Swr Russell Ave.
M. Grbavac Construction for City of Los Angeles 626/355-1350
SZC 11182
$31,702.50
Complete - 10/2000
rehab appx 461.0 if of 8' sewer by HDPE Lining
1235 Ramona Rd., Arcadia, CA 91006
($609.75)
134 5
City of Las Angeles - Eagle Rock CSRP, Unit 2
Vasilj-lvanko, Inc., for City of Los Angeles 9091599-2845
SZC11129
$26,067.00
Complete - 1212000
Rehab appx 684 If of 8' swr HDPE lining
1416 Avenida Entrada, San Dimas 91773
$36,405.78
135 5 & 6
City of Los Angeles - LA EQ RPR U-260
John T. Malloy, Inc. 323/780-9941
WO E2002487 -
$129,725.00
Complete 1012000
Rehab a x1458'-8-in & 291'-121n by HOPE lining_
3032 Bandini Btvd., Las Angeles, CA 90023
E2002493
$46,012.00
and a x 330 If - 18-in & appx 397 If - 20-in by CIPP71
136 5&6
City of San Diego - Accl Sewer Repl Proj #2
DJF Construction for San Diego County 619/444-1416
K20043C
$318,860.00
In Progress
Rehab 6', 8' w/HDPE Lining & 18': w/GIPP Lining
1952 Euclid Ave., El Cajon, CA 92019-2053
($17,780.70)
137 5
City of San Diego - Sewer Group 6618
So Cal Underground Jim Jackson 619/584-7193
$12,430.00
Complete - 03/2001
Rehab appx 110 if - 6' swr pipe by HDPE lining
P.O. Box 1747, Brea, CA 92822
138 5
City of San Diego - Sewer Group 663
Foss Environmental Services Robert Russell 6191233-2903
$12,980.00
Complete - 0112002
Rehab appx 110 If - 6" swr pipe by HDPE lining
909 E. Harbor Dr„ San Diego, CA 92101
$32,020,00
139 5
CSULB Technology Park - for City of Long Beach
Sully -Miller Jaime Gonzalez 714/578-9626
JN 20042C
$10,554.00
Complete - 01/2D01
Rehab appx 108 If - 8" swr pipe by HDPE lining
909 E. Harbor ❑r.. San Diego, CA 92101
$392.00
140 6
Hollyhilts Drain Unit 5-A - L.A. County DPW
So Cat Underground Go 619/584-7193
$73,085.00
Complete - 0912000
Rehab appx 335 If - 21' cement B" swr pipe by CIPP li"nn
909 E. Harbor Dr., San Diego, CA 92101
(562,772.00)
141 5
City of Los Angeles - LA EQ RPR U-253
Williams Supply for City of Los Angeles 8051654-8202
F-2002378-2381
$17,550.00
Complete - 11/2000
Rehab appx 450 If of 8-in swr pipe by HDPE lining
2368 Eastman Ave., Ste 2, Ventura, CA 93003
$109,171.75
Add appx 2.752 If - 8" & 703 If - 12'
142 5
City of Mill Valley - 2000 Sanitary Sewer Rehab
TGH Pipelines Inc. Jerry (415) 945-3288
$231.318.50
Complete - 12/2000
Rehab 6-in, 10-in & 12-in by HDPE Lining
PO Box 38, Larkspur, CA 94977-003B
($101,759.14)
U-Liner West and National Liner West
divisions
of ZZ LINER INC., License no. 664620-A
1999 PROFILE
JOB # CODE
PROJECT NAME & LOCATION
OWNER and/or GENERAL CONTRACTOR CONTRACT
1999
119 5
City of Los Angeles - Hollywood Area Swr Unit 1
Prkacin Co, 949/495-4849 WO SZC11135
Rehab appx 2679'- 8' & 1712'-6' pipe by HDPE lining
28691 Placida Ave., Laguna Niguel, CA 92677
120 5
City of Los Angeles - Lawry Street Emerg Sewer Rpr
Clarke Contracting for City of Santa Monica, Ca 310/542-7724
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/5wr Group 638 619/682-410D
OJF Construction for San Diego County 619/444-1416 K20023C
3211 Fifth Avenue, San Diego, CA 92103-5718
1952 Euclid Ave., El Cajon. CA 92019-2D53
122 6
City of Los Angeles - Marquez night of way
Co[ich & Sons for City of L:A. 323/770-2920 WO SZS11 151
Rehab appx 260 ff of 42-in pipe by CIPP Lining
547 W. 140th Street, Gardena, CA 90248
123 5
L.A. Zoo - Red Apes of the Rainforest Project 0572
S.J. Amoroso Cont. - Keith Speer 3231906-1523 572
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 626/355-1350 WO SZS11207
Rehab appx 1382'- 8' pipe by HDPE lining
1235 Ramona Rd., Arcadia, CA 91006
G&Mr 2=
1=sewer, 2=storm drain, 3=Water, 5=HDPE lining, 6=CIPP lining
Further information will be supplied upon request
Total 41 projects. Average Contract amt: $144,276.93
TOTAL 1999 to date:
_AMOUNT OPEN/COMPLETE
$157,187.00 Complete - 04/2001
$87,985.00
$13,552.00 Complete 1111999
$82,540.00
Complete 06/2000
($10,803.94)
$126.100.00
Complete - 05/2000
($4,815.96 )
$25,800.00
Complete - 01/2000
($3,675.00 )
$78,246.00
Complete - 12/1999
($1,167.40)
$5,915,354.02
I
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
AMOUNT
OPEN/COMPLETE
_
t999
101
6 City of Manhattan Beach - Swr Reconstruction Pmj
Colich & Sons for City of Manhattan Beach
1998.IM
$70,800.00
Complete - 0112000
Rehab 1,005 LF of 6' & 8' sewer pipe by CIPP lining I
547 W. 140th St, Gardena, CA 90248 Ted Polich 3231770-2920
($29,925.00)
102
5 City of Hermosa Beach - Swer Rehab on PCH/Gould
City of Hermosa Beach
$28.250.00
Complete - 05/2000
Rehab 400 If of 8' sewer pipe by HOPE lining
1315 Valley Drive, Hermosa Beach, CA 90254 310f318-0239
$2.462.95
103
6 Ci of Ti uana, Mexico - Suluciones Sithterraneas
J & R Fernandez Carlos Torres 011-526-649-9794
103-1
$116,910.00
Complete - 01/2000
�I
Rehab appx 885-18" & 370'-12" sewer by Cl Plining
245 No. Mountain View Ave., Pomona, GA 91767 9091629-7279
$34,077.00
104
5 City of Las Angeles - Mercury Ave Swr Rehab
G. Grbavac Construction for L. A. Public Works 626/442-2356
W.O E2000951
$70,540.00
Complete - 0512000
Rehab 2,060 If of 6" and 8' sewer pipe by HOPE lining
10519 Freer Street Temple City, CA Gordon Grbavac
$3,696.93
105
5 City of Los Angeles - LA EQ RPR U-235
G. Grbavac Construction for L. A. Public Works 626/442-2356
$124,250.00
Complete - 0112000
Rehab appx 1,750 If of 15" sewer pipe by HOPE lining
10519 Freer Street, Temple City, CA Gordon Grbavac
($7,740.00)
106
5 Elsinore Valley Muni Wtr Dist. - Canyon: Lake Relining
DenBoer Engrg & Const. for EVMWD 7601327-2200
$51.654.00
Complete - 1211999
Rehab appx 161': 6' & 1226': 8" swr pipe/HDPE lining
68-175 Berros Court, Cathedral City, CA 92234
$4,376.82
107
5 City of Los Angeles - LA EQ RPR U-245
G. Grbavac Construction for L. A. Public Works 6261442-2356
W.O E2002301
$64,467.00
Complete - 10/1999
Rehab 918.6 If of 8-in swr pipe by HOPE lining
10519 Freer Street, Temple City, CA Gordon Grbavac
to E2002305
($28,642.00)
108
5 City of Los Angeles - Eagle Rock Area
M. Grbavac Construction for City of Los Angeles 6261355-1350
WO SZC11133
$204,024.25
Complete - 1012000
Rehab 3,371.0 If - 8', 10" & 12" pipe by HOPE lining
1235 Ramona Rd., Arcadia, CA 91006
$137.981.39
109
5 City of San Diego - Sewer Group 615
Cal -Southwest for City of San Diego John Brito 6191586-9293
Swr Grp 615
$77,924.00
Complete - 10/2000
Rehab appx 1.091 If - 8" swr pipe by HOPE lining
8996 Miramar Rd., #210. San Diego, CA 92126
($16,004'.00)
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
$36,064.00
Complete - 0812000
Rehab 728': 8' & 336':12" swr pipe by HOPE lining
1235 Ramona Rd., Arcadia, CA 91006
E2002435
$7,013.09
111
5 City of Los Angeles - LA EQ RPR U-231
Williams Supply for City of Los Angeles 805/654-8202
E2002168
$11,055.00
Complete - 0112000
Rehab appx 201 If of 8-in swr pipe by HOPE lining
2368 Eastman Ave., Ste 2, Ventura, CA 93003
$60.50
112
5 City of Los Angeles - Eagle Rock CSRP, Unit 3
Williams Supply for City of Los Angeles 805/654-8202
WO SZC11130
$113,775.00
Complete - 0412000
Rehab 356'- 15'/497'-12'/l 140'-8' swr HOPE lining
2368 Eastman Ave., Ste 2, Ventura, CA 93003
($24,229.00)
113
5 So. Inglewood -Orange Ave. Trunk Swr Extension No.2
L.A. County Sanitation District No. 5 5621699.7411
Exl #2
$131,123.00
Complete 03/2000
Rehab appx 2,420%10'1258*-8' swr pipe HDPE lining
1955 Workman Mill Road, Whittier, CA
114
5 City of Los Angeles - LA EQ RPR U-247
Vasili-Ivanko, Inc., for City of Las Angeles 909/599-2845
$45,580.00
Complete - 12/1999
Rehab appx 1,060 If of 8-in swr pipe by HOPE lining
1416 Avenida Entrada, San Dimas 91773
($430.00)
115
5 Chalon Road Storm Drain Repair
Colich & Sons 323f770-2920
$10.101.00
Complete - 12/1999
Rehab appx 74 If of 12-in swr pipe by HOPE lining
547 W. 140th Street, Gardena, CA 90248
($887.25)
116
6 City of El Cajon - Petree St & Pierce St. Easement
Bert W. Salas Inc. 6191502 7711
$17fi,035.00
Complete - 0312000
Rehab appx 16T of 36' & 155' of 71.x 47" by CEPP lining
10748 Keith St., Sanlea, CA 92071
117
5 City of Los Angeles - LA EQ RPR U-240
Prkacln Co. 949/495-4849
EQ Rpr U240
$45,000.00
Complete - 0412000
Rehab appx 1500 If of 8-in swr pipe by HDPE lining
28691 Placida Ave., Laguna Niguel, CA 92677
($4'.744.25)
118
5 City of Los Angeles - LA EO RPR U-216
Prkacin Co. 9491495-4849
E2002064 to
$107.634 00
Complete - 0112001
Rehab appx 3002'-8-in by HOPE lining
28691 Placida Ave., Laguna Niguel, CA 92677
E2002074
$58,320.00
Add appx 1.244 If of 8-in per City
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
AMOUNT
OPEN/COMPLETE
1999
84 5,6
L. A. Earthquake Repair SWRS U-221
M. Grbavac Construction far City of Los Angeles 626/355-1350
$39.371.00
Complete - 0711999
City of Los Angeles
1235 Ramona Rd , Arcadia, CA. 91006
$35.024.50
85 5.6
Basin III Sewer Lining Project, no. 7545
City of Redondo Beach Steve Huang 3101318-0661
#7545
$69,540.00
Complete - 06199
City of Redondo Beach
415 Diamond Street, Redondo Beach, CA 90277
$2,380.00
86 6
5,45E If - 15' and 216 If - 18' CIPP Lining
Cal -Southwest for City of San Diego John Brito 619/586-9293
174911
$335,295.00
Complete - 12/99
Chollas Valley Trunk Sewer Ph.l, San Diego _
8996 Miramar Rd., #210, San Diego, CA 92126
($13,416.00)
87 6
3,510 if - 12' and 2,574 - 18' CIPP
Clarke Contracting for City of Santa Monica, Ca 3101542.7724
Proj. 7 & 7A
$5,000.00
Complete
R r Equake Damaged Sanitary Sewer, Santa Monica _I
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
$99.684.00
Complete - 0714999
Mid -City area of Los Angeles P99-025
926 Durfee Ave. So El Monte, CA 91733
2047
($226.60)
89 5,15
19821- 8-13181 - 12" 15601. 15' CIPP 112,028 18- HDPE
City of Chino Nabil Kassih 909/627-4577 x-366
E99-79
$834,762.00
Complete - 07/1999
ICity of Chino Sewer Im rovements FY 1998-1999
13220 Central Ave., Chino,'CA 91710
$33,939.00
90 5
City of Buena Park
City of Buena Park Chris Ludlum 714/562-3500
PO #100012
$116,879.00
Complete - 0711999-
Lining of Existing Swr Mains 1998-1999 various
6650 Beach Blvd, Buena Park, CA 90620
$638.00
91 5
L.A. County Public Works - 91st St. Sanitary Sewers
L.A. County Public Works 626/458-3118
$594,060.00
Complete - 12/1999
Rehab appx 13,646- 8-in 12.500'-15in HDPE lining
900 So. Fremont Ave, Alhambra, CA 91803
($77,834.54)
92 5
City of Los Angeles L.A. EQ-228
Tomovich Construction for City of Los Angeles 6261443-3627
E2002148 to
$144.951.00
Complete - 02/2000
Rehab appx 4,500 If of 8' & 10' HDPE lining
926 Durfee Ave. So El Monte, CA 01733
E2002154
93 5
City of L.A. - Slauson Ave & Hillcrest Dr.
Tomovich Construction for City of Los Angeles 6261443-3627
E2000952
$20,580.00
Complete - 0911999
Rehab 490 If - 10-in by HDPE lining
926 Durfee Ave. So El Monte, CA 91733
$1,124.42
94 5
City of San Clemente
City of San Clemente Gary Voborsky 9491498-2533
19603
$35,392.00
Complete - 08/1999
Boys and Girls Club Sewer Rehab
910 Calle Negocio, San Clemente, CA 92673
$41,416.00
95 5
City of Los Angeles Bridle Trail Sewer Rehab
City of Los Angeles C.Bemard Galpin/Kiran Vasa 2131847-8850
E2000199
$594,060.00
Complete - 12/1999
Rehab appx 3,871 If - 8-in by HDPE lining
433 So. Spring St, Ste. 600, Los Angeles, CA 90013
($65,558.24)
96 5
City of Los Angeles -NOS Vanowen St Swr Rehab
City of Los Angeles C.Bemard Galpin/Kiran Vasa 2131847-8850
E2001544
3391.575.00
Complete-05/2000
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 1 Broadway Sewer Rehab, Ph 1
Valley Crest Landscape Contractors for City L.A. 8181834-1000
E60OD514
$105,189.00
Complete - 03/2000
Rehab appx 1,257 If - 12' & 508 If - 10' HDPE lining
12087.10 No. Lopez Canyon Rd., San Femando, Ca 91342
& E2002411
$665.00
98 6
City a Rialto
City of Rialto Art 9091820-2530
Proj 4555
$262,347.25
Complete - 08/2000
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 619/265-0537
K99230C
$38,875.00
Complete - 12/2000
Rehab 500 If of 6' sewer pipe by HDPE lining
6974 Mission Gorge Road, San Diego CA 92120
$29,776.50
100 5
City of San Diego - Group 634 Swr Main Replacement
Cal -Southwest for City of San Diego John Brito 619/586-9293
K99242C
$71,463.00
Complete - 12/1999
Rehab 1.116 If of 6' and 8' sewer pipe by HDPE lining
8996 Miramar Rd., #210, San Diego, CA 92126
($3,1 18.40)
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
AMOUNT
OPEN/COMPLETE
_
69
5
Engle & Co Metal Processors
Engle & Co. Metal Processors Paul Segal. 2131589-8111
$11,000.00
Complete - 04198
Les Angeles Plant
8440 So, Alameda Street, Los Angeles, CA 90001
70
6
14,000-1 f of 8" -Co 15" CIPP 1
Colich & Sons for USAF, Sgt McLaughlin 805/734-8232 x68437
$760.000.00
Complete- 01/99
Vandenbur AFB, Vandenburg_CA _
547 W. 140th Street, Gardena, CA 90248
$23,822.00
71
5
Hon Industries
Hon Industries 319/262-7565
$16,605.00
Complete - 05/98
Los Angeles Plant
505 Ford Ave„ Muscatine, to 52761
72
5
Victorvilla Prisons
Bali Construction for Victorville Prisons 818/442-8003
$3,799.60
Complete - 05/98
Victorville, CA
P.O. Box 3095, So. El Monte, CA 91733
73
5,6
[San Diego Group 529 272 If - 30" CIPP
Dietrich Corp. for City of San Diego Ed Shoemaker 6191447-4800
$144,208.00
Complete - 2199
`Buchanan Canyon
1243 Greenfield Drive, Suite H,'EI Cajon, CA 92021
$18,195.09
74
C&S - Beacon St / Manchester
Job Cancelled
75
Ocean Trails
Job Cancelled
76
J&C Underground - misc.
Job Cancelled
77
5
City of Burbank, Ph 11
Williams Supply for City of Burbank 8051654-8202
$451,490.00
Complete - 07/2000
Earthquake Repair - Damaged Sewers, Bid 993
2368 Eastman Ave„ Ste 2, Ventura, CA 93003
$827,366.34
78
5,6
City of National City Storm Drain Rehab
City of National City 619/336-4200
Spec 98-3
$208,240.00
Complete - 07/1999
Rehab
1243 National City Blvd, National City, CA 91950
($52,886.50)
79
6
704 If - 18" and 282 If - 24" CIPP
City of San Clemente Ben Parker 949/498-2533
$273,755.00
Complete - 1/99
Storm Drain Rehab Proj, San Clemente, CA
910 Calle Negocio, San Clemente, CA 92673
$5,229.50
80
6
270 If of 18" CIPP
Harty Pipelines, Inc. for City of San Francisco
$29,600.00
Complete - 2199
Pine/Delancy St. # CW-121, San Francisco, CA
4085 19th Ave., San Francisco, CA 94132
$5,956.00
81
5
Whitley Terrace
G. Grbavac Construction for L. A. Public Works 6261442-2356
P98-113
$157.200.00
Complete - 02/99
City of Los Angeles
10519 Freer Street, Temple City, CA Gordon Grbavac
82
5
City of Burbank, Ph III, Bid no. 1001
Williams Supply for City of Burbank 805/654-8202
$1.411,050.00
Complete - 07/2000
Rehab appx 47.035If of 8-in HDPE lining
2368 Eastman Ave., Ste 2, Ventura, CA M03
$445,775.67
83
5
City of Oakland 3,136 If - 8" HDPE Lining
D'Arcy & Harty Construction, Inc. for City of Oakland 4151822-5200
C-70810
$141,750.00
Complete - 10/99
#C70810 Shepherd Cyn/Snake/Saroni/Robles
1300 Carroll Avenue, San Francisco, CA 94124
($6,676.00)
1=sewer, 2=storm drain, 3=Water, 5=HDPE lining, 6=CIPP lining
Total 12 projects. Average 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. 669620-A
1997
PROFILE
JOB #
CODE_ PROJECT NAME g LOCATION
OWNER and/or GENERAL CONTRACTOR
CONTRACT
1997.
-- - ---
- -
52
Seaside & Linden, Long Beach
City of Long Beach - Water Dept.
#703000
Repair Storm Drain
1800 E. Wardlow,'Long Beach, Ca.
53
2,5 Wilmington U 13 & U 14 Sewer Rehab.
City of Los Angeles 2131847-6327
C-95505
Wilmington U 16A Concrete Sewer Repiacment
600 S. Spring St., Los Angeles
54
3,5 Sewer and Water Group Job 618
City of San Diego Saeed Askari 619/627-3263
Spec. 6802
1010 Second Ave. 9500. San Diego, CA 92101
55
1,5 Sewer Rehabilitation
City of Compton John Burton 3101605-5505
SEW/C97-004
4836 LF 8" and 6` HDPE pipe lining
205 South Willowbrook Ave, Compton, CA 90220.
56
5 Sanitary Sewer Improvement% in
City of Simi Valley John Behjan 805/583-6404
SV 97-26
Rancho Santa Susama Comrhunity Park
2929 Tapo Canyon Road, Simi Valley 93063
57
1,5 North Harbor Unit 1 Sewer Rehabilitation
City of Los Angeles 2131847-6327
#C-95606
164th & Vermont W.O. E2000858
600 S. Spring St., Los Angeles
5634 LF lining, 255 LF replacement
58 5 Sewer Rehab - Group 645
59 5 Sanitary Sewer Rehab
Casuda Canyon Drive & Corporate Center Dr
60 5 L.A. Earthquake EO U-206
South Los Angeles, CA
61 5 San Diego Group 622
62
5
Whittier Boulevard, el al Sanitary Sewer.
Cash Contract no. 1955
63
5
job cancelled
64
5
L.A. Earthquake Repair U-21g
West L.A. - La Cienega
65
5
L.A. Earthquake Repair U-22:�
Sherman Oaks
66
5
L.A. Earthquake Repair U-21 i
North L.A. - Arleta
67
5
L.A. Earthquake Repair U-21y
LA. - Los Feliz Area
68
5
L.A. Earthquake Repair U-1%
L.A. - Sunset & Western
Total 16 projects. Average Contract amt: $278,724.26
City of San Diego - Mahrnoud Origat 619/624-3262
9485 Aero Drive, San Diego, CA 92123
City of Monterey Park alaM7-1346
320 W. Newmark Avenue, Monterey Park, CA 91754
Collch & Sons for City of L.A. 2131770-2920
547 W. 140th St., Gardena, CA 90248
Ortiz Corporation for the City of San Diego 6191482-4288
P.O. Box 5574, Chula Vista, CA 91912
County of L. A. Public Works . Daniel Heald 6261458-3122
P.O. Box 1460, Alhambra, CA 91802-1460 .
Collch & Sons for City of L.A. 213/770-2920
547 W. t40th St., Gardena, CA 90248
Tomovich & Assoc. for the City of L.A.D.P.W. 6261443-3627
926 Durfee Ave., So. El Monte, CA 91733
Rondeau/Phelps JV for the City of L.A D.P.W. 5101577-6740
6603 San Leandro St., Oakland, CA 94621
W Illarns Supply for City of L.A. D.P.W. 8051654.8202
2368 Eastman Ave., Ste 2, Ventura, CA 93003
Williams Supply for the City of L.A. D.P.W. 8051654-8202
2368 Eastman Ave., Ste 2, Ventura, CA 93003
TOTAL 1997:
AMOUNT OPEN/COMPLETE
$18,750.00 Complete 08/97
$814.664.00
Complete
04/98
($27,915.00)
$979,936.00
Complete
04/98
($107,731.00 )
$453,624.00
Complete
10197
($24,317.00)
$110,921.00
Complete
08/97
($7,874.00)
$349.909-00
Complete
04198
($6,368.00)
W.Q.# 173101 $865,961.00 Complete - 03/99
$13,925.00
Req 42-PU $15.810.00 Complete - 10197
$278.500.00 Complete - 04/98
$49.692.00 Complete - 07/98
Cash 91955 $34.220.00 Complete - 01/98
$0.00 Job Cancelled
$230,414.00 Complete - 06/98
$57,156.00 Complete - 05198
$229.914.00 Complete - 06/98
($4,500.00)
$50,531.00 Complete - 06/98
$84.366.00 Complete - 07MB
$4,459,588.00
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
1996 PROFILE
JOB # CODE PROJECT NAME 8 LOCATION OWNER and/or GENERAL CONTRACTOR CONTRACT AMOUNT OPEN/COMPLETE
1996
42 5 Sewer Group 76 Suncoast Pipeline Inc. (for City of San Diego) #1045-2 $40.512 00 Complete 04/97
San Diego 6643 Convoy St., San Diego, Ca.
6191495-0580
44 5 1995 Long Beach Rehabilitation City of Long Beach - Water Dept. #ND-2075 $732,918.00 Complete 09196
1800 E. Wardlow, Long Beach, Ca.
45 5 Phase V Sanitary Sewer Rehabilitation City of Palo Alto - Silvia Santos *37763 $1,774,455.00 Complete 11/97
250 Hamilton Ave, Palo Alto, CA 94303
Palo Alto, Ca. 94303 4151329-2471
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 2131847-6327
600 S. Spring St., Los Angeles
48
5
1995.96 Sewer Main Replacement
Andes Construction (for Redwood City) Dan Mayorga
Redwood City
5305 E. 12th St., Oakland, Ca. 94601 510/536-7832
6" sewer in backyard easements
49
5
Sewer Group 72
City of San Diego - Saeed Askari 619/627-3263
6' & 8' server lines in canyons
9485 Aero Drive, San Diego, CA 92123
50
5
Sewer Group 80
City of San Diego - Saeed Ashari #287256
6' & 8' sewer lines in canyons
9485 Aero Dr-, San Diego, CA 92123 6191627-3263
51
5
Swain Land
Andes Construction ifor City of Oakland) #C61210
Oakland
5305 E. 12th St., Oakland, Ca. B4601
Dan Mayorga 5101536-7832
Total 9 projects. Aver#ge Contract amt: $643.880.
TOTAL 1996:
$12,600.00 Complete - 1997
$1,124,452.00 Complete- 1997
$400,000.00 Complete 11/96
$795,329.00 Complete 05197
($63,293.00 )
$935,744.00 Complete 05/97
$21,406.00
$20,800.00 Complete 0347
$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
AMOUNT
OPEN/COMPLETE
25
5
Goodrich Blvd. Sanitary Sewers
County of Los Angeles
#CM30170
$41,462.00
complete t/95
ACOP No. 29 Commerce
900 S. Fremont, Alhambra, CA
26
5
Broadway Sewer Replacement Project
City of Las Angeles 213/847-6327
#C-911as
$39,087.00
complete
93rd & Colden
600 S. Spring St., Los Angeles
27
5
Sanitary Sewer Rehab. 1994
Sayshore Sanitary District
$183,178.00
complete 2/95
San Mateo
36 Industrial Way, Brisbane, CA 94005
28
5
Sewer Rehab. C52230 & 52240
Andes Construction (for City of Oakland)
$146,250.00
complete 9196
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
$377,282.00
complete 11195
City of Santa Barbara Public Works
721 Carpinteria St., Santa Barbara
31
5
Coated Steel Tank
Continental Maritime of San Diego
$9,200.00
complete 12/94
1995 Bay Front, San Diego, CA 92113
33
5
MTD Unit 1
Los Angeles Engineering
$23,835.00
complete
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
$60.740.00
complete 3/95
San Gabriel
532 W. Mission Dr., San Gabriel, Ca.
36
5
Request Street Manhole Rehab.
Valley Sanitary District 619/347-9979
N018-95
$10,454.00
complete
Indio
45-500 Van Buren, Indio. -Ca. 92201
37
5
San Jose Rehabilitation 4th Street Sant-
M & G Construction (for City of San Jose)
$101,545.00
complete 12/96
tary Sewer
3 Heathat Way, Larkspur, CA 94939
38
5
Emergency sewer repair
City of Long Beach - Water Dept.
PO #67014-95
$27,900.00
complete 6/95
1800 Wardlow, Rd., Long Beach
39
5
Altawood Drain
County of Los Angeles Kelli Smith
$84,318.00
complete 5/95
Altadena
900 So. Fremont, Alhambra, Ca.
40
5
Project C52230
Andes Construction (tor City of Oakland)
$299,200.00
complete 1/96
Oakland
5305 E. 12th Street, Oakland, Ca. 94602
41
5
Phase IV Sanitary Sewer Rehabilitation
City of Palo Alta
#C5074899
$1,110,719.00
complete 8196
250 Hamilton Ave., Palo Alta, Ca. 94303
Total 15 projects. Averag$ Contract emt: $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
AMOUNT
OPEN/COMPLETE
1994
12
City of San Diego - Public Works
#42703
$250,000.00
complete
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
$633,130.00
complete 2/95
WD 23-94
1800 Wardlow Rd., Long Beach
15
5
Sewer Group 492
City of San Diego
$127,895.00
complete 5/95
City of San Diego
1010 Second Ave. #500
San Diego, Ca. 92101
16
5
Sewer Group 99
El Cajon Grading (for the City of San Diego)
#6601
$19,307.00
complete
City of San Diego
P.O. Box 967, Lakeside, Ca. 92040
619/861-9840
17
5
Watershed 22 Trunk Upgrade
Mountain Cascade, Inc. (for Central Contra Costa Sanitary Dist.)
$198,750.00
complete
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..
$24,062.00
complete 7/94
Angeles Public Works Project
P.O. Box 660219, Arcadia, Ca. 91106
19
5
Sewer Main Relining SP1383
Colich & Sons (for City of Santa Monica)
$307,994.50
complete 10/95
Santa Monica
547 W. 140th Street, Gardena, Ca. 90248
2131770-2920
20
5
Emergency Repair 6" sump line
City of Long Beach - Water Dept.
$39.000.00
complete 10/95
1800 Wardlow Rd., Long Beach
21
5
Project P:096
Cox Construction (for Naval Air Station)
#941631-1
$474,404.00
complete 8/96
Naval Air Station - San Diego
3170 Scott St, Vista, Ca. 92083
619f727-9020
22
5
Group 72A
City of San Diego
$237,497.00
complete 10/95
Mission Hills
1010 Second Ave. #500
San Diego, Ca. 92101
23
5
Casita Way Sewer Rehabilitation
J F Pacific Liners (for City of Sacramento)
$10.725.00
complete 11/94
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)
333,495.50
complete 12/95
Geer Ave. & Homeside
9316 Klingerman, So. El Monte, Ca. 91733
Total 12 projects. Average contract emt: 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 & LOCATION
OWNER and/or GENERAL CONTRACTOR
CONTRACT
AMOUNT
OPEN/COMPLETE
1993
1
5
Vermont Ave. Sanitary Sewer
Colich & Sons (for County of Los Angeles)
$269,136.00
complete 1993
Phase ll Los Angeles
547 W. 140th Street, Gardena, Ca. 90248
2131770.2920
2
5
Atwater District Mainline Sewer
Colich & Sons (for City of Los Angeles)
$66,850.00
complete 8193
547 W. 140th Street, Gardena, Ca. 90248
213/770-2920
3
5
Sewer Rehab. & Repair
National City
$140,343.00
complete 10/93
Proj. 93-10 C1P 2013
1243 National City Blvd.
National City, Ca.
4
5
Line 8" pipe
F & A Dairy of Calif. Inc.
Private
$25,000.00
complete
691 Inyo Street (P.O. Box 578)
Newman, Ca, 95860
5
5
Rehab. 6" sewer line
Bakersfield Public Works Dept.
$234.110.00
complete
Westchester Area
1501 Truxton Ave.
Bakersfield, Ca. 93301 805/326-3724
6
5
Second Street Bridge
City of Long Beach - Water Dept.
WD-1961
$85,140,00
complete 1993
Sewer Force Main Rehabilitation
1800 Wardlow Rd.
Long Beach, Ca.
7
5
East 16th Street Water Main Improve.
Mesa Consolidated Water District
MC 1324
$24,101.00
complete 12/93
Costa Mesa
1965 Placentia Ave.
Costa Mesa, Ca. 92628
8
5
High School Sewer Line Rehab.
City of Grass Valley
#93.24
$167.768.00
complete
125 E. Main Street
Grass Valley, Ca. 95945
9
5
Wolf Creek Sewer Rehab, #9
City of Grass Valley
#93-38
$223,391.50
complete
125 E. Main Street
Grass Valley, Ca. 95945
11
5
Sewer Rehabilitation
Tierra Construction (for City of Santa Barbara)
#6111
$268,750.00
complete
Santa Barbara
P.O. Box 1719
Goleta, Ca. 93116
Total 11 projects: Average contract amt: $136,781
TOTAL 1993
$1,504,589.50
PipeHne
Syi enis
March 11, 1999
To Whom It May Concern:
7M
This is to certify that CSR Pipeline Systems/Pipe Liners, Inc., the owner of the U-Linero pipe
rehabilitation system, has licensed U-Liner West, Inc, as the exclusive installer of U-Liner for
the state of California. U-Liner West, Inc. has fulfilled all of the necessary training and
requirements and is further certified to be proficient in the installation of U-Liner.
Sincerely,
Richard L. Jakovac
Vice President
Sales and Marketing
RLJ:mch
16701 Greenspoint Park Drive, Suite 350, P.O. Box 60297, Houston, Texas 77205-0297
Business: (281) 872-3500, Fax: (281) 423-2483
Website: wwwcsrpipesystems.com ww-%v.csrvolvpiae.com
BOARD OF PUBLIC WORKS
MEMBERS
ELL=N STEIN
P9ESIDE.YT
VALERIE LYNNE S-.A'VJ
vICE•PRES:CEN`
M E."RED-FIAFT;NEZ
PRESiCENT PRO•T=_' •
TOO A. BURNE__
MAR;BEL f.IAR°.I
JAMES A GIBSC%
SE,AETARY
CITY OF Los ANGELES
CALIFORNIA
Chr-s Scarratt
U-miner :9est
22r- 3. Third Street, Suite
Long Beach, CA 90802
Dear Mr. Scarratt .
GERARTNIEN7 OF
PUBLIC WORKS
BUREAJ CF
ENGINEERING
THC.MAS K- CONNER.
CITY E%GINEER
hp�iy i'� 650 SOUTH SPRING ST SUITE -00
RICHARDJ. RIORDAti L05ANGE�E5.CA9uDt4-;9tt
MAYOR
APPROVED-------.
January 7, 1999
Re: U-Liner Sewer Chemical Resistance Tests
BAN � " 1999
P.C.; JOB M
W.O. BDO01460
This summar'zes SSPWC 210-2.3.3 tests performed by our General Ser-.ices
Testing Laboratory. We are attaching Lab Report No. 99-514-38, dated
December 15, 1998, for your use. The "U-Liner" pipe material using the
Novacor=HD-2007-H resin performed well and has qualified for use City
of Los Angeles sewers on a trial basis. The trial demonstration period
.sill end once the instal�ed product is shown to routinely ac in-.:e- th e
properties of -the test coupons.
11 Weight change: Passed.
2) Re=encion of Hardness: Passed.
3) Re_ent-on of Tensile Strength: Passed.
4) Retenrcion of Elongation: Marginal, some reaction to 5% a= cn_::.T.
hyd,oxide and 1% bleach.
If you :acre any questions, please contact- Hugh Lee al= ; 213) 847-893- .
L HO S K . CCG'VIVER
Ci yy
E gi -.ever
V.
by C' N. Robins, Engi eer ADgn
Structural & Geotecnnical Engineering
T�'�•r'•:R:;;1, h�.`ulirerl2 •�^�
;attachments (Lab No. 99-514-38)
cc: K. Ning, General Ser%.•ices - M/S 540 w out attach-
W. Shioji, CSED - m/S 538 w/out attach.
ADDRESS -_L. C0(,4 ,1' %jCA-C%5 J�E Z1; v ;%,G:wEER
. T
AN EQUAL EMPLOYMENT OPPORTUNITY - AFFIRMATIVE ACTION EMo, nvre =�"
■
B
SAFECO'
BID BOND
KNOW ALL BY THESE PRESENTS, That we,
SAFECO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY Of AMERICA
FIRST NATIONAL INSURANCE COMPANY OF AMERICA
HOME OFFICE; SAFECO PLAZA
of 539 West 140th Street Gardena CA 90248 (hereinafter called the Principal),
as Principal, and SAFECO INSURANCE COMPANY OF AMERICA
(hereinafter called the Surety), as Surety are held and firmly bound unto
CITY OF HUNTINGTON BEACH
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 Miscellaneous Sewer Unincl Project - Phase 1
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 1st day of March 2002
ZZ LINER, INC, (Seal)
Principal
J ce Ann Armi j o Witness
Chr s D. Scarratt, President Title
Lisa L. Thor ton Witness
SAFECO INSURANCE C PANY OF AMERICA
By
ar Lee Attorney -in -Fact
40 Registered bwemark of SAFECO Corpmtw.
CALIF4RN A: ALL-PU.RPOSE'ACKNOWLEDGMENT
State of California
County of Los Angeles
On March 1, 2002 before me, Martha A. Gonzales, Notary Public,
personally appeared Clarice Lee 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. GOwZkLES
k37AP'+ PLuLrC - CP.LI"JPFflA
L,:SAUGELES'O�K?Y Martha A. Gonzales
My Comm Expires Oct. S. 2CO5 it
S A F E CO" POWER
OF ATTORNEY
KNOW ALL BY THESE PRESENTS:
SAFECO tnsarance Company
PO Sox 7»52e
Seat!'e. WA 98'24.1526
No. 6843
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation. does each here0y
appoint
**'—F.S. ALBRECHT. JR.. C. K. NAKAMURA; LISA L. THORNTON. TRACY AST6N; %IARIA PE`A: fIARRIkT LAMBELL; BETTY WALKER; NIARINA TAPIA;
TOht BRANIGAN' CLARICE LEE; Los Angctcs,Cali;omia•*......................................................................................................
its We 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 INSURANCE COMPANY OF AMERICA have each executed a: d
attested these presents
this 16rh day of A,1,ust . 2001
R.A. PIERSON, SECRETARY MIKE M PrAVICCK, 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 PresidW appointed for that
purpose by the officer In charge of surety operations, shall each have authorityto appoint individuals as at•.omeys-;n-factor under other appropriate tilles with authority to
execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the carrpany 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 bythe Secretaryoran assistant secretary of the Companysetting out.
(i) The provisions of Article V. Section 13 of the By -Laws, and
(5) A copy of the power-of-attomey appointment, executed pursuantthereto, and
(iil) Certifying that said power-of-attomey appointment is In full Force and effect,
the signature of the cart4fytng offtaer may be by facsimile, and the seal of the Company Tray be a facsim•le thereof.'
I, R.A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do humbycerGfy'hat the
foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations. and of a Pcwer of Attcmey issued pursuant thereto, are Me 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
1vip
SEAL
� l953
Or WAS
this 1 s t
►-/ MMMATE '
5. SEAL
L r--, x ,
day of March 2002
R.A. PIERSON, SECRETARY
S-C974SA55F Vol
XI A registered trademark of SAFECO Corporal an
of 1ti , PCF
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of Los Angeles
On March 4th, 2002 before me, Joyce Ann Axmijo, Notary Public
Date Name and Title o1 Officer (e-g., 'Jane Jce. Notary Public')
personally appeared _ Chris D. Scarratt
Narm(s) of Signers)
x personally known to me - to be the person(s)
whose name(r.) is/aro subscribed to the within instrument
and acknowledged to me that he/may executed the
same in his/4944heinp authorized capacityfie*, and that by
his/#hei# signatures on the instrument the person(,
or the entity upon behalf of which the person(M acted,
- =•Vti' ARM, executed the instrument.
�-�'` .y'. •'i`c �_040438
i' is = WITNESS my hand and official seal.
-`e.e� County
Signature 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 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:
n
Individual
Corporate Officer
Title(s):
Partner —11 Limited �_ General
Attorney -in -Fact
Trustee
Guardian or Conservator
Other:
Signer Is Representing:
RIGHT THUMBPRINT
OF SIGNER
Top d1hjmb here
Signer's Name:
r
7
Number of Pages:
Individual
Corporate Officer
Ttie(s):
Partner -- C Limited r General
Attorney -in -Fact
Trustee
Guardian or Conservator
Other:
Signer is Representing
RIGHT THUMBPRINT
OF SIGNER
0 1995 National Notary Association • 0236 Remrnet A+e.. RD. Box 7184 • Garoga Park. CA 91309.7184 Prod. No. 5907 Reorder: C811 Toll -Free 1.800-876-6827
)EJ-LINER
U-Liner Structural Calculations
Date :
Project:
Location:
U-Liner Licensee:
Design Alternate:
VERSION 2.2 51112m
3/5/2002 Designer:
U-Liner 1D No.
Wa ne Lon
Misc Sewer Lining Project Phase 1
Huntington Beach CA
U-Liner West
U-Liner
Existing Pipe, Site. and Liner Design Information
Pipe Diameter o
8 Inches
Burial Depth =
20 feet
Groundwater Depth=
15.0 feet
Unit Sall weight =
120 pcf
E =(Long Term Modulus)
41,800 psi
Es SOIL MODULUS =
1000 psi
Pipeline dvallty =
2.00 %
LL Enter 1 2 or 3
. 1
Pipe Invert
{ Es ranges from 700 psi to 2000 psi }
{ Enter anticipated ovaiity of the existing pipe)
-We Load °AASHTO HS-20 (1); RR(2); Airport (3)
U-Liner Design Summary
Selected U-Liner DR for Installation 26 ( Nominal J
U-Liner Wall Thickness 1 0.308 inches i(Nominal)
Minimum Wall thickness for Buckling
Minimum DR based on Buckling
Calculated Estimated Liner Deflection
Minimum vs. Actual Wall Area
Calculated Wall Strain
Hydraulic Efficiency (%)
0.182 inches
43.96
0.578 %
0.018 0.308
1.07 %
102.78 %
U-Liner Design
Is DR greater than
26.0 ox
3WO02
Page 1 3/5/2002
Live Load !— 1
Live Load=AASHTO HS-20 (1); RR(2): Airport (3) 0.00 PSI
Dead Load = Marston Earth Load 2.14 PSI
Hydrostatic Load = (62.4' Groundwater )1144 - 6.50 PSI
Total Load = Earth Load + Hydrostatic Load + Live Load 8.64 PSI (qt)
The CRITICAL BWKLING STRESS N ( Safety Factor) = 2 17.27 PSI
Nflectiorl Calculation
The deflection of the liner will be calculated using the Modified Spangler Equation.
P(peStiffness _ EI =SPS
SoilStiffness r 3 E
S
r�t
3
12
Diameter — t
r=
2
Y = 0.05 inches
YID = 0.58 %
'— too
l'+ iool
_1-0.33�A
HH'
�i
Wall thkkness t = 0.182 inches
Minimum DR = 43.96
Is DR greater than 26.0 oK
Page 2
Where
DI a Deflection Lag Factor (1.00)
K = Bedding Constant (0.10)
W= Marston Load (lbs.1 In.)
E = Long Term Modulus ( psi )
Es = Soil Modulus (700 to 2000 psi see sht. 1)
DR = Dimension Ratio
ATV = Pipe to Soil Stillness correction
SPS = 0.001419
ATV Value =
Is found from the ATV
table based upon the SPS
B- 1 1
1+4e-0.06 g1
s
tm0.'721"
C • EpRw.B' • E,
315*002
3/5/2002
Minimum Wall Area Based on Compressive Stress
j� _ SF L5DEADLOAD+LOUVELOAD
A1fEA( { HDB Daslgn Values 1600 pal)
In 0.9" 2"HDB
( Safety Factor a 2 )
Area 0.018 In. fin.
fen,,_ dinfl Stain Calculdon
The calculation for ring bending strain Is an Important calculation for the long term performance
of the designed pipe liner. The allowable long term strain serves as a control for the allowable
deflection. The current AASHTQ Design for flexible pipe ads a design umk on bending sttafn
to 50A.
Whore: D f — Sh apeFacror 10
! b
STRAIN Y Df D D jr- 7'hlckness(ln.) 0.308
A — Deflecdan(ln.) 0.206
D,r — MearrDlamerer(ln.) 7.692
Strain " 1.0722 %
ff Strain c 5.0% then chosen thickness is OK
Hydraulic Capacity Calculation
The Hydraulic capacity calculation Is a comparison of the existing sower capacity with the new Ilne capacity
considering the different Manning values and the smaller lined pipe diameter. Full flow condklon assumed.
Manning Coefficient far the existing line �
Mannhv Coefficient for the new line a
Pipe Slope =
Q = I" A * R33SY2
n
Q ( existing ) _ 1.57 F aft
Q ( Lined) n 1.621 eft
0.014
0.011
0.02 fttft
Assumed 0.02 R-M If not given
R1 • Hydraulic Radius -
0.167
R2 = i "rauf7c Radius a
0.154
Al d Area(existing) =
0.349
A2 d Area ( Lind ) =
0.297
Flow Capacity Increase m 2.78 x
nurse cakukdons have beers prepared using accepted
enghteering prtncfpfes for the design of tntdeMmund piping
systems. They are based on the hdbrmadon from the prgfect.
plans and specfficatfons. Review and approvel Is the responafblflty
of the design engineer.
Page 3
1V0. C 058M rn
�m
Cr
* Exp. 4 N3 m
�. sr4. cry+ti
OF CAL.
3//5/7-0 Z
3/5/2002
1or)E1-LINE1(
U-Liner Structural Calculations
Date: 3/5/2002 Designer.
LLLiner ID No.
Project: Misc Sewer Lining Pro ect Phase I
Location: Huntington Beach CA
U-Liner Licensee: U Liner West
Design Aftemate: LLLiner
Existina Pine. Site. and Liner Design Information
Pipe Diameter 10 Inches
Burial Depth = 15 feet
Groundwater Depths 7.0 feet Above Pipe Invert
Unit Soil Weight s 120 pcf
E =(tong Term Modulus) 41,800 psi
VERSION 2.2 511r2000
Es SOIL MODULUS o 1000 psi ( Es ranges from 700 psi to 2000 psi )
Pipeline Ovality a 2.00 % ( Enter anticipated ovelity of the existing pipe)
L.L. (Enter 1. 2 or 3) ILIve Load eAASHTO NS-20 (1): RR(2). Airport (S)
U-Liner Design Summanr
Selected U-Liner DR for Installation 26 (Nominal)
U-Liner Wall Thickness 1 0.385 Inches ( Nominal)
Minimum Wall thickness for Buckling
Minimum DR based on Buckling
Calculated Estimated Liner Deflection
Minimum vs. Actual Wall Area
Calculated Wall Strain
Hydraulic Efficiency ( % )
0.177 Inches
56.65
0.716 %
0.028 0.385
1.13 %
102.78 %
U-Liner Design
DR greater than
26.0 OK
3r20o2
Page 1 3/5/2002
Live Load u
Live Load cAASHTb MS-20 (1); RR(2); Airport (3) 0.00 PSI
Dead Load s Marston Earth Load 2.65 PSI
Hydrostatic Load = ( 62.4• Groundwater )1144 - 3.03 PSI
Total Load = Earth Load + Hydrostatic Load + Live Lead 5.68 PSI {qt)
The CRITICAL BUCKLING STRESS N ( Safety Factor) = 2 11.36 PSI
Deflection Calculatlon
The deflection of the liner will be calculated using the Modified Spangler Equation.
PoeStIffness — EI = SPS
Soustiffness ' r 3 E
S
I —t
3
22
r=
Diameter — t
2
Y a 0.07 inches
YID p 0.72 %
Water
Empirical Coefficient of Elasl
Factor A = YID % + EXH
3
14 e
oV— a 100
3
_ 1— 0.331lH
Hw 1
l
Wall thkknm t O. t n lnches
Minimum DR 58.83
Is DR greater than 26.0 OK
Where :
01= Deflection Lag Factor (1.00)
K = Bedding Constard (0.10)
W= Marston Load (lbsJ in.)
E - Long Term Modulus ( psi )
Es = Soil Moduh$ ( 700 to 2000 psi see sht. 1)
DR = Dimension Rio
ATV = Pipe to Sal StIlTness correction
SPS 0.00141 S
ATV Value
Is found from the ATV
table based upon the SPS
1 Factor a 0.78
Factom 0.66
e 0.40
Wality %
Page 2
B
1+4e -o.o6gH)
- o.�z� • (N*g+} is
c*E,.R,.B'*E, J
3/ O02
3/5/2002
Minimum Wall Area Based on CornpMsive Stye s
ins _ (SF LSDEADLOAD+1.67'LIYE_LOAD)
��{ In T 0.9' 2' HDB (MDR Design Vatue o 1600 psi)
( Safety Factor u 2 )
Area 0.028 In. 11n.
&DA111a Strain Cgiculaftan
The Calculation for ring bending strain is an important calculation far the long term performance
of the designed pipe Nner. The allowable long term strain serves as a control for the allowable
deflection. The current AASHTO Design for ff"Ne pipe sets a design limit on bending strain
to 5%.
f A Where: Vf — ShapeFacxvr 10
kT74
IN D f s — T hfckr'ress(iw.) 0.385
D D A — DefZecxron(!n.) 0.272
Dm — Mea"Diameter(f►:_) 9.615
Strain 1.1296 %
If Sftln < 5.0% then chosen thickness Is OK
Hydray)Ic Cauacit►r Calculation
The Hydraulic capacity calculation is a comparison of the a MhV Sewer capacity with the new Ina capacity
considering the different Manning values and the smaller Ifned pipe diameter. Full flaw condition assumed.
Manning Coefficient for the existing line
Manning Coefficient for the new line p
Pipe slope c
Q _ 1A86 A * RYSY
Al I
0 ( existing ) = 2.861 Ris
0 ( Lined) - 2.940 eft
0.014
0.011
]Assunwd
0.02 ftlft
0.02 ftJf! ff not given
R1 a Hydraulic Radius -
0.208
R2 - Hydraulic Radius s
0.192
Al -Area( adeting) =
0.545
A2 - Area ( Lined) -
0.464
Flow Ca i Increase - 2.78 %
These calculations have been prepared using accepted
enginew ng principles fortis design ofundergrownd piping
systems. They are based on the bdbrmadon ftum the protect
plans and speclffcadons. Review and approval Is the responsibility
of the design engfneer.
Page 3
m
Cr_ m
NO. C 058238
Exp. 6-30-02
C10,
31s/1
3/5/2002
40).U=L1NE1(
U-Liner Structural Calculations
Date.
Project:
Location:
ULLIner Licensee:
Design Alternate:
VERSION 2.2 51ir"M
3/6/2002 Designer:
LAUner ID No.
Wa ne Lan
Misc Sewer Lining Pra "ect Phase 1
Huntington Beach CA
U-Liner West
U=Liner
Existing Site and Liner Desion.information
Pipe Diameter a 12 iMet=
Sud4l Depth = 15 feet
Groundwater Depth= 7.0 feet Above Pipe Invert
Unit Soil Weight o 120 pof
E =(Long Term Moduhm) 41,800 psi
Es Solt. MODULUS a 1000 psi ( Ea ranges from 700 psi to 20M pal)
Pipeline Ovailty - 2.00 % { Eater anticipated ovaft of the existing pipe }
LL Enter 1. 2 or 31 1 4 Live Load °AASHTO KS-20 (1); RR(2); Alrport (3)
U-Liner Design Summa
Selected U-Liner DR for Installation 26 ( Nominal )
U-Llner Wall Thickness 1 0.462 Inches ](Nominal)
Minimum Wall thickness for Buckling
Minimum DR based on Buckling
Calculated Estimated Liner Deflection
Minimum vs. Actual Wall Area
Calculated Wall Strain
Hydraulic Efficiency ( % )
0.225 inches h
53.37
0.949 %
0.039 0.462
1.19 %
102.78 %
U-Liner Design
DR greater than
26.0 cK
3A002
Page 1 3/6/2002
Live Load I�
Live Load-AASHTO HS-20 (1); RR(2); Airport (3) 0.00 PSI
Dead Load a Marston Earth Load 3.14 PSI
Hydrostatic Load - (62.44 Groundwater) f 144 = 3.03 PSI
Total Load a Earth Load + Hydrostatic Load + Live Load 6.17 PSI (qt)
The CRmcAL. OWKLM40 STRESS a N ( Safety Factor) = 2 12.36 PSI
Deflection Calculation
The deflection of the liner will he calculated using the Modified Spangler Equation.
Whom:
P47e&l,ffiness — EI =SPS
SallStffness _ r3E
s
I_t
3
12
Diameter — t
r=�
2
Y = 0.10 Inches
YID 0.85 %
Water B
Empirical Coefficient of Etas&
Note: The Oval' Factor A = Y1D % + E>e ,
Rw =1- 0.3 Hw
H
Wall thickness t = 0.225 inches
Minimum DR = 53.37
Is DR greater than 26.0 ox
Of = Deflection Lag Fedor (1.00)
K = Bedding Constant (0.10)
W= Marston Load (lbsd in.)
E n Long Term Modulus (PSI)
Es Sal Modulus ( 700 to 2000 psi we sht. 1)
DR Dimension Ratio
ATV - Pipe to Soil Stiffness correction
SPS = 0.001419
AN Value = 1.688
Is found from the AN
table based upon the SPS
Factor a 0.77
Fackn- 0.05
a 0.40
�vality %
B= 1
1+ 4e-0.o6gH)
ta0.721* N•q= a
li C • EpRw.B' • Es
3MOO2
Page 2 3/6r2002
Minimum Wall, Area Based on Compressive Stress
AREA( in2� _ (SFXL5DEADLOAD +L67LIVELOAD
in 0.4.2 " HDB (HDB Design Value 41 800 psi )
( Safety Factor e 2 )
Area 0.0391 Iin.
Bendinta Strain Calculation
The caleuielon for ring banding strain Is an important eaWukdion for the Fong term performance
of the designed pipe liner. The ailawablo tong term strain serves as a control for the allowable
deflection. The current AASHTO Design for flexible pipe sets a design limit on handing strain
to 5%.
A whore: DI — ShapeFacror 10
LSTRAIN = D r - Thickness (in.) 0.462
lD D
A a Deflecdon(3n.) 0.342
Dm — MeanDlamerer(in.) 11.538
Strain a 1.1852 % —. .
If Strain < 5.056 then chosen thickness is OK
Hydraulic Camity Calculation
The Hydraulic capacity colculation is a comparison of the existing sewer capacity with the new line capactry
considering the dFFfarent hUnning values and the smaller lined pipe diameter. Full flow condition assumed.
Manning Coefficient for the existing line o
Manning Coefficient for the new line o
Pipe Stops a
Q^ 1A86A*RYS12
n
Q ( existing ) o 4.651 Cfs
Q ( Lined) u 4.784 cfe
Flow Capacity Increase - 2.78 %
0.014
0.011
0.02 f /ft Assumed 0.02 fLIR. If not given
Ri 4 Hydraulic Radius - 0.250
R2 = Hydraulic Radius= 0.231
Al n Area( existing) 0.785
A2 a Area ( Lined) a 0.669
These calculations have been prepared uskv accepted
onghreering prhrclplas fbr tyre design of underground piping
systems. They are based on the lnibrmadan from the proJecf
plans and speclllcatiooa. Review and approval 1s 09 responslblilty
of the design engineer.
Page 3
P.E.
Q�o��ssio
Y q�
w NO. C 0582M m
Exp. &30-02
s CIVIL �P
1
A*
31WO02
ij�-LINER
U-Liner Structural Calculations
Date :
Prwect.
Location:
bLUner Licensee:
Design Alternate:
VERSION 2.2 5110M
3/6/2002 Designer:
U-Uner ID No.
Wa Lon
Misc Sewer Y2Lna Project Phase 1
Huntington Beach, CA
U-Liner West
U-Liner
£xistino Pipe. Site. and Liner Desion Information
PipeWamater=
1s ]riches
Burial Depth n
15 feet
Groundwater Depths
7.0 feet
unit Sall weight a
120 paf
E =(Long Term Nbdutus)
41,800 psi
Ea SOIL MODULUS m
1000 pal
Pipeiine Ovality a
2.00 %
LL (Enter 1. 2 or 3)
1 1
Pipe Invert
( Es ranges from 700 pal to 2000 Psi)
( Enter anticipated ovallty of the existing pipe )
Live Load =AASHTO HS-20 (1). RR(2); Airport (3)
U-Liner Desi n 5umma
Selected U-Liner DR for Installation 26 ( Nominal )
U-Liner Wall Thickness 1 0.677 Inches I(Nminai)
Minimum Wall thickness for Buckling
Minimum DR based on Buckling
Calculated Estimated Liner Deflection
Minimum vs. Actual Wall Area
Calculated Wall Strain
Hydraulic Efficiency (% )
0.303 Inches
49.46
1.035 %
0.060 0.5T1
1.26 %
.102.78 %
U-Liner Design
DR greater than
26.0 ox
3WO02
Page 1 3/6/2002
Live Load
Live Load-AASHTO NS-20 (1): RR(2): Airport (3) 0.00 PSI
Dead Load a Marston Earth Load 3.83 PSI
Hydrostatic Load a ( 62.4' Groundwater) ! 144 a 3.03 PSI
Total Load - Earth Load + Hydrostatic Load + LNG Load 0.80 PSI (qt)
The CRITICAL BtICI UNG STRESS = N ( Safety Factor) = 2 13.73 PSI
Deflection CalculgUon
The delledion or the Grrer vn3l be calculated using the lltodified Spangler Equation.
PipeStiffness W El =SPS
SOUSdffness _ r3Es
3
� _ t
u
r=
Diameter -- t
2
Y = 0.16 inches
YID m 1.04 %
Water a
_ Empirical Coefficient of Elastic
Note: The OvaEity Factor d = YID % + Exiab
3
1— too
}z
1i+ iool
Rw=1-03�y)
Wall thickness t = ' 0.303 Inches
Minimum DR = 49.48
Is DR greater than 26.0 OK
Where:
DI s Deflection tap factor (1.00)
K Bedding Constant (0.10)
W- Marston Load (lbsl In.)
E e Long Term Modulus ( psi )
Ea Soil Modulus (700 to 2000 psi am std. 1)
DR s Dimension Ratio
ATV = Pipe to Soil Stiffness correction
SPS - 0.001418
ATV Value = 1.698
Is found from the ATV
table based upon the SPS
f Factor a 0.76
Factorn 0.86
z 0.40
wality %
Page 2
B= 1
1 + 4e-0.06XH)
t
t-0.721• N•4t =
C* Er1t,,.B' * F,
31Ii12002
3/612002
Minimum Wall Area Based o CompMsive Stress
lrnz (SFXL5DEADLOAA+L67L&ELOAD)
AREA( In o.9' 2 • HDB (HD6 Design value a 1800 psi )
( Safety Factor a 2 )
Area 5 0.060 in.
Bending Strain Calculation
The calculation for ring bending strain Is an important calculation for the long term paformanea
of the designed pipe liner. The allowable long term strain serves as a control for the allowswe
deflection. The current AASWO Design for f Abte pipe sets a design ImIt on bending strain
to 5%.
If
A Where: D f — ShapeFwctur 10
STRAIN = D t — Tkicknesx(in_) 0.577
f D. D A — DefLecdon(in.) 0.455
D� — 1KeagDiamcrer(!n.) 14.423
Strain 1.2627 % --
if Strain < 5.0016 then chosen thickness Is OK
Hydrauslc -Cag city Calculation
The Hydraulic capacity calculation Is a comparison of the odsting sewer capacity with the new line capacity
considering the different Manning values and the smaller lined pipe diameter. Full flow condition assumed.
Manning Coefficient for the existing line a
Manning Coefficient for the new line a
pipe Slope a
IA86
Q= A*R23S12
Al
Q ( existing ) a 1.446 00
Q ( caned) a 0.681 erg
0.014
0.011
0.02 fti}t
Assumed 0.02 fLAL if not given
R1 - Hydraulic Radius a
0.313
R2 - Hydraulic Radius =
0.288
Al w Area( e)dsting) 0
1.227
A2 a Area ( Lined ) =
1.045
Flow Capacity Increase - 2.78 %
These cakulatlons have been prepared ushtg accepted
engineering principles for the design of underground piping
systems. They air based an the WOnneffon fiom der project
plans and specilkedons. Review and approval is die responsibility
of the design enghlear:
Page 3
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COMPANIES AFFORDING CQYERAGE
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THIS IS TO CIA -TV 1NAT FOLICItS OF wSuHANCE DtSCkOW HEREIN ►tAVG AiEN ISSUED TO THE INSURED NAMED HEREIN FOR THE POLICY PERIOD IdDICATEO.
NOTVNTHSTANDINO ANY "04VIEMENT, TEAM OR CONDITION OF ANY CONTRACT OR OTHM DOCUMENT WITH RESPECT TO YWIJCH THE CERWMATI MAY BE 166UEn OR MAY
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amployeq;, agents and volunteare are named as additional irmurod as their interest may appear• as required by written contract A warvaf of subrogation
applte6 for workers compensauan.
CERTIFICATE H04ER CANCELLATION :.
I A++,><•1P M+Y Or TF1� POLICES Cl iJa1140 N�plIN pt WNCELLEO eIIDAF TJIe LAPpAnQN OlT[ TMAl77.
Trd 'NIJJUJr AFTDIIDING COxCRAGe OK I, [ r# MAJ. _34 PAYE ,MIIYTJNN WrCS TO FPO
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Conslfuchon Manager allaeeilaMPe#1YrilBailJetet11U1MiiI Xx
2000 Main Street .xxxwxxxxxYXI71t YJX71)()Ij(XJO((XA
Huntington Beach, CA 62646 MANIA USA tor.
my; Stephen Flynn �1"s
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POLICY NUMBER: GLA683008 COMMERCIAL GENERAL LIABILITY
TI-11S ENDORSEMENT CHANGES THI; POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS (FORM B)
This endorsement modifies insurance provided under the following -
CO NIEIZCIAL GENERAL LIABILITY COVERAGE PART.
SCHEDULE
Name of Person or Organization: City of Huntington Beach, its officers, elected and
appointed officials, employees, agents and volunteers.
(If no entry appears above, information required to complete this endorsement will be shown
in the Declarations as applicable to this endorsement.)
WHO IS AN INSURED (Section it) 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
work" for that insured by or for you.
PRIMARY INSURANCE.- It is agreed that such insurance as afforded by this policy for the
benefit of the additional insured shall be Primary Insurance a% respects any claim, loss or
liability arising directly or Indirectly from rite insured's operations and any other insurance
maintained by the additional insured shall be non-contributory with the insurance provided
hereunder.
.i'_' _jIt
CG 20 10 95 Copyright, insurance Service Office. fnc., 1994
Mai
�h4q pjt�
Z-6 600-ba
a
SAFECO INSURANCE COMPANY OFAlAMCA
GENERAL ANSURANCE COMPANY OF AAAERCA
FiRSrmATnmL INSURANCE COMPANY OF AAERMA
HOME OFFICE: SAFECO PLAZA
SEArTLF, wASMAIGTCN DBMS
Bond NO. 6099237
PERFORMANCE BONG
Conforms with The American Institute of Architects
A.IJ1. document No. A-3i I
KNOW ALL BY THESE PRESENTS: that
(Hero insart Tuff name and address or legal title of Cant-acipri
ZZ LINER, INC.
539 West 140th Street
Gardena CA 90248
as Principal, hereinafter called Contractor, and, SAFECO INSURANCE COMPANY OF AMERICA
(Here Insert to name and address or regal Dire of Surety)
SAFECO Plaza
Seattle WA 98185
as Surety, hereinafter called Surety, are held and firmly bound unto
(Hen Insert M name old address or legal Us of Owner)
CITY OF HUNTINGTON BEACH
2000 Main St.
Huntington Beach CA 92648
as Obligee, hereinafter called Owner, in the amount of
Seven Hundred Ninety Six Thousand Four Hundred Ninety Nine and 001100 Dollars (S 796,499.00 ),
for the payment whereof Contractor and Surety bind tbetrtselves, their heirs, executors. administrators, successors and assigns, jointly
and severally, firmly by them presents,
WHEREAS,ZZ LINER, INC.
Contractor has by written agreement dated April 15th , 2002 , entered into a contract
with Owner for
(Here tresert ful name, address and descripfon of project)
Miscellaneous Sewer Lining Project - Phase 1 Cash
Contract No. 1178.
in accordance with Drawings and Specifications prepared by
(tiers Insert ArU name and address or legal We of Architect)
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
Page 1 of 2
Registered 0addn24 of SAFECO COFP" errs
PERFORMANCE BOND
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said
Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect.
The Surety hereby waives notice of any alteration or
extension of time made by the Owner.
Whenever Contractor shall be, and declared by Owner to be
in default under the Contract, the Owner having performed
Owner's obligations thereunder, the Surety may promptly remedy
the default, or shall promptly
I) Complete the Contract in accordance with its terms and
conditions, or
2) Obtain a bid or bids for completing the Contract in accordance
with its terms and conditions, and upon determination by Surety of
the lowest responsible bidder, or, if the Owner elects, upon
determination by the Owner and the Surety jointly of the lowest
responsible bidder, arrange for a contract between such bidder and
Owner, and make available as Work progresses (even though there
should be a default or a succession of defaults under the
Signed and sealed this 7th day of
(Witness)
Lisa L. homtvn (Witness)
APPR7.T D A1" TO F: __::.'
GAIT .. - '.tiLi' , C . Cl:I
contract or contracts of completion arranged under this paragraph)
sufficient funds to pay the'cost of completion less the balance of the
contract price; but -not exceeding, including- other costs and
damages for which the Surety may be liable hereunder, the amount
set forth in the first paragraph hereof. The term "balance of the
contract price," as used in this paragraph, shall mean the total
amount payable by Owner to Contractor under the Contract and any
amendments thereto, less the amount properly paid by Owner to
Contractor.
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 Owner named herein or
the heirs, executors, administrators or successors of the Owner.
May
, 2002
(Seal)
(Principal)
`U
Chris D. Scarratt, President (Title)
SAFECO INSURANCE COMPANY OF AMERICA Seal
(Surety)
1 2, 1
CrnceLee Attomey-in-Fact (Title)
Page 2 of 2
ICALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT....-,... 1
State of California
County of Los Angeles
On May 7, 2002 before me, Martha A. Gonzales, Notary
Public, personally appeared Clarice Lee 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.
MARTHA A. GONZALES =
:�' =. COMIM.01323086 �
(X ?-es NOTARY PUBLIC • CAU►ORWA
y � {' LOS A%GELES COJN1Y a
My Comm. expires Oct. 5, 2005 Martha A. Gonzales
I
IN
0)
SAFECO'
LABOR AND MATERIAL PAYMENT
BOND Conforms with The American Institute of Architects
A.I.A. Document No. A-311
8AFl:CO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COiMPANYOF A.MERICA
FIRSTAIATIONAL INSURANCE COMPANY OF AMERICA
HOW OFFICE SAFECO PLAZA
SEArTLE WASHINGTON 98185
Bond No. 6099237
THIS BOND IS ISSUED S11161ULTANEOUSLY NTH PERFORMANCE BOND IN FAVOR OF THE
OWNER CONDITIONED ON THE FULL AND FAfTHFUL PERFORMANCE OF THE CONTRACT
KNOW ALL BY THESE PRESENTS: that
ZZ LINER, INC. (Here insert full name and address or *gai um of Contractor).
539 West 140th Street
Gardena CA 90248
as Principal, hereinafter called Principal, and, SAFECO INSURANCE COMPANY OF AMERICA
(Hem Insert full name and address or legal btle of Surety)
SAFECO Plaza
Seattle WA 96185
as Surety, hereinafter called Surety, are held and firmly bound unto
(Hera Insertfwfl name and address or kegs! title of owner
CITY OF HUNTINGTON BEACH
2000 Main St:
Huntington Beach CA . 92648
as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of
Seven Hundred Ninety Six Thousand Four Hundred Ninety Nine and 00/100Dollars (S 796,499.00 for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and
severally, firmly by these presents.
WHEREAS, ZZ LINER, INC.
Principal has by written agreement dated April 15th , 2002 , entered into a contract
with Owner for
(Here Insert f A name. 86drm and desc pbon of project)
Miscellaneous Sewer Lining Project - Phased Cash
Contract No. 1178
in accordance with Drawings and Specifications prepared by
(Hera insert pup name erd Address or k*ai title olkduteW
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
Page 1 of 2
a PAP941ered frodomuk of SAFECO Corporation.
LABOR AND MATERIAL PAYMENT BOND
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Principal shall promptly make payment to all claimants as hereinafter
defined. for all labor and material used or reasonably required for use in the petformance. of the Contract, theft this obligation shall be void; otherwise it shall
remain in full force end effect, subject, however, to the following conditions.
I. A claimant is defined as one having a direct contract with the
Principal or with a Subcontractor of the Principal for labor, material, or
both, used or reasonably required for use in the performance of the
Contract, labor and material being construed to include that pan of water,
gas, power, light, heat, oil, gasoline, telephone service or rental of
equipment directly applicable to the Contract.
2. The above named Principal and Surety hereby jointly and
severally agree with the Owner that every claimant as herein defined, who
has not been paid in full before the expiration of a period of ninety (90)
days after the date on which the last of such claimant's work or labor was
done or performed, or materials wen furnished by such claimant, may sue
on this bond for the use of such claimant, prosecute the suit to final
judgment for such sum or sums as may be justly due claimant, and have
execution thereon. The Owner shall not be liable for the payment of any
costs or expenses of any such suit.
3. No suit or action shall be commenced hereunder by any claimant.
a) Unless claimant, other than one having a direct contract with the
Principal, shall have given written notice to any two of the fallowing: the
principal, the Owner, or the Surety above named, within ninety (90) days
after such claimant did or performed the last of the work or labor, or
furnished 'the last of the materials for which said claim is made, stating
with substantial accuracy the amount claimed and the name of the party to
µhorn the materials
were furnished, or for whom the work or labor was done or performed.
Such noticer e shall be saved by mailing the'same by registered mail or
certified mail, postage prepaid, in an envelope addressed to the Principal.
Owner or Surety, at any place where an ofrice is regularly maintained for
the transaction of business, or served in any manner in which legal process
may be served in the state in which the aforesaid project is located. save
that such savice need not be made by a public officer.
b) After the expiration of one (1) year following the date on which
Principal ceased Work on said Contract. it being understood, however, that
if any limitation embodied in this bond is prohibited by any law controlling
the construction hereof such limitation shall be deemed to be amended so
as to be equal to the minimum period of limitation permitted by such law.
c) Other than in a state court of competent jurisdiction in and for the county
or other political subdivision of the state in which the Project, or any part
thereo& is situated, or in the United States District Court for the district in
which the Project, or any pan thereof, is situated, and not elsewhere.
4. The amount of this bond shall be reduced by and to the extent of
any payment or payments made in good faith hereunder, inclusive of the
payment by Surety of mechanics' liens which may be filed of record against
said improvement, whether or not claim for the amount of such lien be
presented under and against this bond.
Signed and sealed this 7th ,r— day of May , —2=2_
(Witness) I
r.
Lisa L. Th ton (Witness)
APPR 0 ;T_1" -1 F UL/
GAIL ;-T
L
By: Dc_u1�;� CIam;,;,,
is D. Scarratt, President- . (Title)
SAFECO INSURANCE COMPANY OF AMERICA (Seal)
(Surety)
CMOs Lee Attorney-in-Fac%Title)
Page 2 of 2
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of Los Angeles
on _ _ May 7, 2002 _ before me, Martha A. Gonzales, Notary
Public, personally appeared Clarice Lee 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.
rs
WITNESS my hand and official seal.
MARTKA A. GONZALES x
NOTARY FuKIC - CALIFORNIA Nib -"Al
-
_ � LOS PiGELES COUNTY s
My Comm. Expires Oct. 5. 2005 Martha A. Gonzales
W
SAFECD'
SAFECO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY OF AMERICA
FIRST NATIONAL WSURANCE COMPANY OF AMERICA
KOME OFFICE. SAFECD PLAZA
MAINTENANCE BOND Bond 6099237
KNOW ALL BY THESE PRESENTS, That we, ' 7Z LINER INC.
539 West 140th Street Gardena CA 90248
as Principal, and SAFECO INSURANCE COMPANY OF AMERICA
a corporation organized under the laws of the State of Washington and duly authorized to do business in
the State of CA , as Surety, are held and firmly bound unto
CITY OF HUNT INGTON! BEACH, _
as Obligee, in the penal sum of
Seven Hundred Ninety Six Thousand Four Hundred Ninety Nine and 001100 (S 796,499.00 )
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 dated 4/15/02
for Miscellaneous Sewer Lining Project - Phase 1 Cash
Contract No. 1178
WHEREAS, said Contract has been completed, and was approved on 15th
day of _April _ „! _ . _20Q2
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the Principal shall guarantee that the work
will be free of any defective materials or workmanship which became apparent during the period of
1 Year year(s) following completion of the Contract then this obligation shall be void, otherwise to remain in
full force and effect, provided however, any additional warranty or guarantee whether expressed or implied is extended by the
Principal or Manufacturer only, and the Surety assumes no liability for such a guarantee.
Signed and sealed this _ 71h day of May 02 . .
72 LINER, t C. (Seal)
(Seal)
y G r s D. Scarrat't,resi ant
(Seal)
SAFECO 1NSURA E COMPANY 9
F AMERICA
By
ZIarke Lee Attorney -in -Fact
0 Regiatarad tradomatic of SAFECO Corporation.
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT .
State of California
County of Los Angeles
On - May 7,2002 -before me, Martha A. Gonzales, Notary
Public, personally appeared Clarice Lee 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.
_ !.L;-riTh', ,A. GONZALES 7
MAW #t323a85
1 a
�r : -s'• i? hDT;4Y PJEi1C CALIFORNIA 0 ~ ^l
LDS WELLS C000Y
YY Camm. Expires act. 5, 2005
Martha A. Gonzales
S A F EC O' POWER
OF ATTORNEY
KNOW ALL BY THESE PRESENTS:
SAFECO In3aance CerrWany
PO Box 34528
SesiVe. WA 98124.1528
No_ 6843
That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, toes each hereby
appoint
"I"E. S. ALBRECHT, IR.; C. K. NAr,%.t1 -k: LISA L. THOR`1TQN; TRACY ASTON; MARIA PENA: HARRIET LASIBELL: BETTY WALKER; MARNA TAPIR;
TOM BRANfGAN- CLARICE LEE; Loa Ar.&clas, California— V ................. 0 ............ 0 ................................................. so .................
ifs true and lawful attorney(s)4n-fact, WM fug authority to execute an its behalf liderity and surety bonds or undertakings and other documents of a similar character
Issued in the course of its business, and to bind the respective companythateby.
IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and
attested these presents
this l6th dayof Au ust 2001
4
R.A. PIERSON, SECRETARY f[4E M PGAVICCK�. PRESIDENT
CERTIFICATE
Extraclhom 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 Vica President, the Secretary, and any Assistant Vice PresidW appointed for that
purpose by the officer in charge of surety operations, shaft each have authadlyto appointindivlduals as attorneys -in -factor under other appropriate titleswith authority to
execute on behalf of the company fidelity 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.affxed by facsimile. On any Instrument conferring such authority or on any bond or
undertaking of the company, the seal, or :1 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 26,1970.
"On any cortiflcate executed bythe Secretary at an assistant secretary of the Companysetting out,
(1) The provisions of Article V, Section 13 of the By -Laws, and
(11') A copy of the pourer -of attomey appointment, executed pursuanithereto. and
pit) Certifying that said power of-altomeyappolntment is in fug force and affect,
the signature of the certifying otticar may be by facsimile, and the seal of the Company may be a facsimile thereof.'
1, R.A. Pierson, Secretaryof SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OFAMERICA, do herebycertlfy that tna
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, ate tue and -
correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in tug force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal cf said corporation
this 7 th day of ..May 2002
SEAL SEAL
\cur t�Astn ��a(yYaset�
R.A. PIERSON, SECRETARY
5 nNISAEF 2MI
0 A reytstered trademark of SAFECO C010ora110n
8t1&0i POF
ZZ LINER, INC.
539 WEST 140mSTREET
GARDENA, CA 90248
LICENSE 4 669620-A
CITY OF HUNTINGTON BEACH
CITY CLERK'S OFFICE, 211D FLOOR
2000 MAIN STREET
HUNTINGTON BEACH, CA 92648
BID ENCLOSED
MISCELLANEOUS SEWER LINING PROJECT PHASE I
BID DATE 03/05/2002 @ 2:00 PM
C
It's eating away at our underground pipe infrastructure:
corrosion, wear and tear and the complex effects of time.
Thousands of miles of damaged sewer, water, and gas pipes
in the U.S. are in immediate need of repair. It is an issue that
has huge economic and environmental implications and is
quickly surpassing the nation's ability to rectify the problem.
The traditional solution to this problem is the costly task of
excavating and replacing the damaged pipe. Fortunately there
are new innovative technologies. One of them is U-Liner@, a
proven, leading method of trenchless technology that offers
a safe and economical solution to pipeline rehabilitation and
renovation.
Made of nigh density polyethylene (HDPE) U-Liner is
deformed at our manufacturing facility into a "U" shape
approximately one-half the diameter of the host pipe. At the
installation site, the U-Liner is pulled through the damaged
host pipe and then reformed to securely fit the shape of the
host pipe. The end result is a structurally sound `pipe within
a pipe" that offers a true "jointless" installation.
U-Liner is deformed for easier installation.
A sophisticated monitoring system provides un-
matched cleaning and inspection.
TURNKEY PROCESS INSURES PROPER
INSTALLATION
Prior to any installation, U-Liner Pipe is specially designed
and manufactured for your project. Made in continuous
lengths, the pipe is deformed and wound on a reel, or coiled,
for easy transport. Once on the job site, the damaged host
pipe is flushed to remove any blockage or debris. After a
closed circuit TV camera inspects the line, the U-Liner Pipe
is pulled through an upstream manhole by cable from the
downstream manhole. It is then cut for processing. A patented
heat/pressure method is used to reform the U-Liner to fit the
shape of the host pipe. Service connections are then restored
with a remote controlled lateral
cutter.
The entire process is
accomplished quickly, with little
or no disruption to surface
activity. Flow is usually restored
within a matter of hours, not
days; as is usually the case with
traditional remove and replace
methods. U-Liner has an
engineering design life in
excess of 50 years.
Independent university long-
term hydrostatic testing has
proven the short and long-term
performance of U-Liner.
The U-Liner Advantage:
• 100% high density poiyethy
• Resistant to chemicals, gas
Smooth surface improves fl,
Williams of 155, Manning IN,
• Seamless construction - no
• Meets ASTM material, insta
standards
• Environmentally safe, no ha
into water table
• 50+ year design life, 2:1 saf
• Structurally sound and desic
• Factory defined physical prc
not rely on field controlled, c
produce the physical proper
During installation. a patented head/perssure method is used
to reform the U-Liner pipe to fit the shape of the host pipe.
TRENCHLESS TECHNOLOGY HELPS
PROTECT THE ENVIRONMENT
Because the U-Liner Pipe rehabilitation method is a
completely trenchless operation, the negative environmental
impact associated with excavation is eliminated.
With U-Liner Pipe, it is possible to rehabilitate existing
pipelines and provide indirect environmental benefits at the
same time. Air pollution from dust and gases stirred by
excavation is reduced. Nearby cables and utility lines will not
be broken or cut. The contamination of surrounding soil or
the presence of groundwater from corroded, leaking pipe is
no longer a problem because of the
corrosion reisitant properties of U-
Liner Pipe.
ie (HDPE)
abrasion and.cracking
capacity (Hazen
of 0.009)
ints to leak
Lion & manufacturing
7ful by-products to leak
y factor
ed for direct burial
-�rties - the product does
3mical reaction to
�s of the product
APPROVED FOR - .
NATURAL GAS AND
INDUSTRIAL PIPELINES
Since LI-Liner Pipe is impervious to
the passage of chemicals, gases
and liquids, it is the perfect solution
to damaged sewer, natural gas and
industrial process pipelines. With
U-Liner's seamless construction
and ductile properties, leaky joints
and structural cracks are virtually
eliminated. That adds up to
decades of safe operating pipelines
and a damage free environment.
High density polyethylene (HDPE) has been accepted and
used for environmentally sensitive projects for over 50 years.
It has also been found that the surface smoothness and
abrasion resistance of HDPE pipe improves flow capacity
and prevents the sticking of grease and other materials to
the inner wall of the pipe.
A RECOGNIZED STANDARD IN THE
INDUSTRY
Available in diameters ranging from 4" to 18", the U-Liner
Pipe is made of high density polyethylene (HDPE-3408) and
if required, medium density polyethylene (MDPE-2406). U-
Liner also meets all ASTM standards including (F 1533-94
and F 1606-95) standards and specifications for deformed/
reformed polyethylene liner pipe.
U-Liner is listed with:
• EPA
• PPI
• GREENBOOK
• NASSCO
• NUCA
• ASTM
• NSF Standard 61
Seamless construction eliminates leaky joints.
1
Rinker Pipeline Systems, a leading manufacturer and
marketer of plastic pipe and pipeline rehabilitation systems,
is also the second largest producer of pressure rated
polyethylene pipe in the United States. Our commitment to
make a first quality pipe relining technology reflects an - .
important focus of a company formed to engineer innovative
solutions to piping problems. U-Liner is a proven, cost-
effective and environmentally safe answer to pipeline
rehabilitation and renovation.
Rinker Pipeline Systems has complete engineering and
technical services available to help solve your pipeline
rehabilitation and renovation problems. Call our corporate
office at (800) 344-3744 or the licensed installer nearest you
for more information.
Above Left: Deformed U-Liner Pipe.
Above Right: Reformed U-Liner Pipe to fit the shape of the
host pipe.
Official U-Liner Licensee
a
MATERIALS"
Pipeline Systems
1539 Jackson Avenue
Suite 220
New Orleans, LA 70130
Toll Free: (800) 344-3744
Web site: www.rinkerpipollnesystems.com
Company Profile
Page I of 2
Company Profile
Insurancet"
SAFECO INSURANCE COMPANY OF
AMERICA
STATE FILINGS C-2 SAFECO PLAZA
SEATTLE, WA 98185
800-332-3226
Former fames for Company
Old Name: SELECTIVE AUTO & F INS CO AMER Effective Date: 11-02-1953
Agent for Service of Process
BONNIE N. LONG, 17570 BROOKHURST STREET FOUNTAIN VALLEY, CA 92708
Unable to Locate the Agent for Service of Process?
Reference Information
NA1C #:
NAIC Group #:
California Company ID #:
Date authorized in California.
License Status:
Company Type:
State of Domicile:
24740
0163
1442-3
October 07, 1953
UNLIMITED -NORMAL
Property & Casualty
WASHINGTON
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
FIRE
htM lhvn.�►:d incnrnnra rn amid% ii/l jh co prof utl.iet co nroPu EID=3361 5I29I2002
Company Profile
Page 2 of 2
LIABILITY
MARINE
MISCELLANEOUS
PLATE GLASS
SPRINKLER
SURETY .
TEAM AND VEHICLE
WORKERS' COMPENSATION
Company Complaint Information
Company Performance & Comparison Data
Composite Complaint Studie.
.Want More?
Help Me Find a Company Representative in My Area
Financial -Rating Organizations
Last Revised - May 23, 2002 04:36 PM
Copyright 0 California Department of Insurance
Disclaimer
httn•i;wvk.v4.insurancc,ca.Rov,'wv/idb co_prof utl.get_co—prof?p_EID=3361 5'28�2002
a. 001
Gi128/02 TUE 14:24 FAX 3103290981
UmLINER,
WEST
Trcnchless Pipeline Reconstruction
a division of ZZ LiNr;R, INC.
License Nn, A-669620
May 28, 2002
TO: Mr. Robert Martinez, Project Manager
CITY OF HUNTINGTON BEACH
2000 Main Street
P.O. Box 190
Huntington Beach, California 92648
Misc. Sewer Lining Project
Cash Contract No. 1178
Our JN 187
Tele:714/536-5431 Fax:714/374-1573
LETTER OF TRANSMITTAL
We are forwarding the following to you:
cotigs DESCRIPTION'
1 ea ' Certified Resolution of the'8oard of Directors authorizing Chris D. Scarratt;
President, to alone sign any and all contracts, bids, bid bonds, performance bonds,
payment bonds and other pertinent documents.
1 ea Statement by Domestic Stock Corporation indicating Chris D. Scarratt as CEO.
Secretary, and CFO.
If you need further information, please do not hesitate to contact the undersigned. Thanks for your
help.
Sincerely,
U-Liner West, a division of ZZ LINER, INC.
t
nn Armijo, Accounting Ma agar
ulwpluLNW%FAK-TR+4%ti57h.nlGeh eer-U 0
539 West I40th Street, Gardena, CA 90248 • (310) 329-9717 • Fax (310) 329-0991
0Si28/02 TCE 14:24 FAX 3103290981 �002
` State of California
Bill Jones
Secretary of State
STATEMENT BY DOMESTIC STOCK CORPORATION
'-A.Flling Fee - Please see Info! J sdct[an;
. R.
.IMPORTANT - Read Insiructlans Th*FoiR0f°�'�.., ;
+. DO NOT ALTEA PREPRINTED NAME. IF ITEM 1 IS BLANK. PLEASE ENTER CORPORATE NAME AND NUMBER.
C1716915 DUE DATE 12-31-00 08682S
Z Z LINER, INC.
225 W THIRD ST STE E
LONG BEACH, CA 90802
This Space For Ring Use Only
❑IF
THERE HAS BEEN NO CHANGE IN ANY OF CfiE,;INFOI MATIQN'CbI�F[' .-NEd I rr jj �r TAffE�ll & �Qt7MESTIO� wi.
`.
CORPORATION ON FILE WITH THE CALIFORNIA ^aECRAPIY OF 5TAT>~CF`yECK'CHI9�jC;A1VD PFIbCEEO TO:REM 15. ; '
Z. STREET ADDRESS OF PRINCIPAL EXECUrIVE OFFICE CITY AND STATE ZIP CODE
539 W. 140th Street Gardena, CA 90248-1509
3. STREET ADDRESS OF PRINCIPAL BUSINESS OFFICE IN CALIFORNIA, IF ANY CITY ZIP CODE
CA
A. 4MAI�JgG ADDRESS CITY AND STATE ZIP CODE
539 W. 140th Street Gardena, CA 90248-1509
UST NAMES AND COMPLETE ADDRESSESa aET.�4rr4�
OF THE -for
ofricer rnav hold rro a then once office. The pp o othe olflcer maVNbe added bilk do rmlilQu.40 the fo ink: ��0'�e
5. CHIV; EXECUTIVE OFFICERI ADDRESS CITY AND STATE ZIP CODE
Chris D. Scarratt 539 W. 140th Street Gardena, CA 90248-1509
6. SECRETARY! ADDRESS CITY AND STATE ZIP CODE
Chris D. Scarratt 539 W. 140th Street Gardena, CA 90248-1509
7- CHIEF FINANCIAL OFFICERI ADDRESS CITY AND STATE ZIP CODE
Chris D. Scarratt 539 W. 140th Street Gardena, CA 90248-1509
V..
LIST THE NAMES AND COMPLETE ADDRESSES OF ALL DIRT;CTORS,'INCsCUD1htG I-R�C,TQRS WtieD A�E ALSO.OFFICERS: (The
co,porawn must have ona or more directors).
8. NA :4E ADDRESS CITY AND STATE ZIP CODE
Johr. M. Colich 539 W. 140th Street Gardena, CA 90248-±509
9. NAME ADDRESS CITY AND STATE ZIP CODE
Tom P. Colich 385 van Ness Ave, #100 Torrance, CA 90501
10. NAME ADDFIESS CITY AND STATE ZIP CODE
T 1. NJA9ER OF VACANCIES ON THE BOARD OF DIRECTORS. IF ANY:- rione
12. CHECK THE APPROPRIATE PROVISION BELOW AND NAME THE AGENT FOR SERVICE OF PROCESS;
[XI AN IND'NIOUAL RESIDING IN CALIFORNIA-
[ ' A COAPOAATION WHICI-+ HAS FILED A CERTIFICATE PURSUANT TO SECTION 1505 OF THE CALIFORNIA CORPORATIONS CODE.
AGENTSNAME: Chris D. Scarratt
• 3. ADDRESS OF THE AGENT FOR SERVICE OF PROCESS 4IN CALIFORNIA. IF AN INDIVIDUAL. CITY ZIP CODE
539 W. 140th Street Gardena CA 90248
14. DESCRIBE THE TYPE OF BUSINESS OF Tri£ CORPORATION
Trenchl.ess Pipeline Rehabilitation
15 ; D=CI_ARE THAT I .HAVE EXAMINED THIS STATEMENT AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, IT IS TRUE, CORRECT AND COMPLETE.
Chris D. Scarratt President/Secy 12-05-2000
TYPE OR PRIUr NAME OF SIGNING; OFFICER OR AGENT ORIGINAL IGNATURE TITLE OATS
SO.200 vrC ;REV 1 u23I Approved by Saere�Qry of Slaw 7771
.03/28iU2 TUE 14:24 FAX 3103290981
Z003
Z Z Liner, Inc.
Certified Resolution of the Board of Directors
TO WHOM IT MAY CONCERN, the undersigned, being the Secretary of
Z Z Liner, Inc., a California Corporation, certifies and acknowledges the
Board of Directors' continuing consent to the following resolution that was
adopted by unanimous consent of the Board of Directors on January 1, 1996.
Under the Bylaws of Z Z Liner, Inc., this resolution remains in full force and
effect until the Directors declare otherwise.
"RESOLVED, that Chris D. Scarratt, President of Z Z Liner, Inc,, is
authorized under the Bylaws of this Corporation to alone sign any and all
contracts, bids, bid bonds, performance bonds, payment bonds and other
pertinent documents of a business nature, for and on behalf of Z Z Liner, Inc."
As Secretary of Z Z Liner, Inc., I certify that the above Resolution was passed
by the Board of Directors on January 1, 1996 and that this Resolution remains
in full force and effect for a] 1 referenced documents signed hereafter on behalf
of Z Z Liner, Inc. by Chris D. Scarratt.
04a 4
Barton A. Hornstein, Secretary and Treasurer
Subscribed and sworn (or affirmed) before me this 23`d day of May, 2000, by
Barton A Hornstein,. Secretary of ZZ Liner, Inca
T. C. Anderson, Notary Public
�T. C. AN ERSON
U COMM,1 1235485
Q +o . NOTARY PUBLIC-CALIFORNIA�r
12 LOS ANGELES COUNTY 0
COMM. EXP. SEPT. 24,2003'"
0
'4' 2City of Huntington Beach
INTER -DEPARTMENT COMMUNICATION
HUNTINGTON BEACH
TO: THOSE LISTED HEREON
FROM: Robert A. Martinez
DATE: March 5, 2003
SUBJECT: Retention Release Payment
Company Name:
Z. Z. Liner, Inc.
Address:
539 West 140`h. street
City, State and Zip Code:
Gardena, CA 90248
Phone Number:
(310) 329-8717
Business License Number: A 228440 Exp.6/03
Local Address:
Same as above
Notice of Completion Date:116/03
Contract Purpose: Release remaining 10% money to contractor from Cash Contra C1178)
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 file on the.,%e, WVt at this time.
Date Robert F. Beardsley, Public Works Director
I certify that there are no outstanding invoices on file.
-F 2--0
Date
, City Treasurer
I certify that no stop notices are on file on the subject contract, and that a guaranty bond
has been filed with this office.
ate Connie
y, uny L:IerK
Reten. Release 3/5/2003 9:41 AM
i
CITY
Fa
OF HUNTINGTON
BEACH
2000 Main
Street
P.0.6ax
190 .0aIifarnia 92648
Robert F. Beardsley, P.E.
Oirector
December 12, 2002
County Clerk -Recorder .
P. O. Box 238
Santa Ana, CA 92702
Subject: Notice of Cornplefion for Cash Contract No. 1 178
Department of Public Works
(714) 536-5431
Enclosed please find the original Notice of Completion to be recorded and
returned back to my attention at, City of Huntington Beach, Department of
Public Works, 2000 Main Street, P. O. Box 190, Huntington Beach, CA 92648.
Also enclosed is a self-addressed, stamped envelope for your use.
If .you have any questions, you can contact me at (714) 536-5423.
Sincerely,
Ro ert A. Martinez
Co struction Division
RAM#
Enclosure:
Notice of Completion- Z Z Liner, Inc. - CC No. 1178- Misc. Sewer Lining Project
GlTemplatel Cover Letter for NOC
Recorded in Official Records, County of Or
Tom Daly, Clerk -Recorder
III'li i`IlllllIIIII
WHEN RECORDED MAIL TO: 130 42 N12 003000204086 09:40am 02/25103
CITY OF HUNTINGTON BEACH
Office of the City Clerk 0.00 0•00 0.00 0.00 0.00 0.00 0.00 0.00
P.O. Box 190 — 2000 Main St.
Fiuntington Beach, CA 92648
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN by the City of Huntir+gtori Beach, owner in fee, 2000 Main Street, Huntington
Beach, CA 92648, that the contract hArPtnfnrA nwarded to Z Z Liner. Inc. who was the company thereon
for doing the following work to -wit:
This project includes Miscellaneous Sewer Lining Improvements, Phase I; CC-1178.
That said work was completed November 13, 2002 by said company according to plans and
specifications and to the satisfaction of the City Engineer of the City of Huntington Beach and that said
work was accepted by the Director of Public Works on November 13, 2002, per City Council Resolution i
No. 2002-10 adopted February 19, 2002.
That upon said contract Fidelity and Deposit Company was surety for the bond given by the said
company as required by law.
This document is solely for the official business of the City of Huntington Beach, as contemplated under
Government Code Section 6103 and should be -ecorded free of charge.
Dated at Huntington Beach, Califomia, this January 30, 2003.
Director of Public Works or City Engineer
City of Huntington Beach, California
STATE OF CALIFORNIA )
County of Orange ) ss:
City of Huntington Beach )
i, the undersigned, say: I am an Agent of the City of Huntington Beach, owner in fee, in the foregoing
NOTICE OF COMPLETION. I have rend said NOTICE OF COMPLETION and know the contents
thereof; the same is true of my knowledge.
I declare under penalty of perjury that the foregoing is true and correct, and that said NOTICE OF
COMPLETION was duly and regularly orr;ered to be recorded in the Office of the County Recorder of
Orange County.
Dated at Huntington Beach, California, this January 30, 2003..
Director of Public Works or City Engineer
City of Huntington Beach, California
WHEN RECORDED MAIL TO:
CITY OF HUNTINGTON BEACH
Office of the City Clerk
P.O. Box 190 — 2000 Main St.
Huntington Beach, CA 92648
U-LINER
WEST
Trenchless Pipeline Reconstruction
a division of ZZ LINER, INC.
• License No. A-669620 -
Ciry of Huntington Beach
Department of Public Works
Post Office Box 190
Huntington Beach, CA 92648
Subject: Ceri5cation of Compliance with Title VII of the Civil Rights
Act and Equal Employment Opportunity Act of 1972
Gentlemen:
Tire undersigned, contractor on
CC._1178 Misc. Sewer Lining Project, Phase I
Project No. Title -_...._. _
hereby certifies that all laborers, mechanics, apprentices, trainees, watchmen and guards employed
by him or by any subcontractor performing work under the contract on the project have been paid
wages at rates not less 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 contract -or training program provisions applicable to the wage rate paid.
ZZ LINER, INC.
4 v
Sipalure arid Title Chris D. Scarratt, President
It
g:ce .UhCQnl
GA 11
7• .� P-Z;iIJO�)
539 West E40th Street. Gardena. CA?024 329-8717 • Fax (310) 329-0981
DECLARATION OF SATISFACTION OF CLAIMS
I, Chris D. Scarratt. President ,state:
of ZZ LINER, INC..
1. 1 am the general contractor for the City of Huntington Beach; as to the project more fully
described in the public works contract entitled Misc. Sewer Lining Proi . Ph 1. CC L178
and dated 09/16/02
2. All workers and persons employed, all iirr;s suppling materials, and all subcontractors for the
above -mentioned project have been paid ir. 5j 1.
3. The following are either disputed clains, or items in connection with Notices to Withhold,
which have been filed urider the provisions of the statutes of the State of California: (if none,
state "NONE")
N D N E
I declare under penalty of perjury that the foregoing is true and correct.
Executed at Gardena C for on this 22nd day of XQyqmbgz 2002
ZZ LINER, INC.
(Signature o Contractor)
BY: Chris D. Scarratt, President
g:cckashcon2
SAFECO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY OP AMERICA
FIRST NATIONAL INSURANCE COMPANY OP AMERICA
HOME OFFICE: SAFECO PLAZA
MAINTENANCE BOND Bond 6099237
KNOW ALL BYTHESE PRFSENTS, That we. ZZ LINER, INC. __ w
539 West 140th Street Gardena CA 90248
as Principal, and SAFECO INSURANCE COMPANY OF AMERICA
a corporation organized under the laws of the State of Washington and duly authorized to do business in
the State of CA , as Surety, are held and firmly bound unto
CITY OF HUNTINGTON BEACH
as Obligee, in the penal sum of
Seven Hundred Nine Six Thousand Four Hundred Nine N?ne and 00/10 (S 796,499.00 _ )
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
CfrY OF. UNTINGTON BEACH dated 4115102
for Miscellaneous Sewer lining Project - Phase 1 Cash
Contract No. 1176
WHEREAS, said Contract has been completed, and was approved on 15th
day of 601 1 + 2002 -
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION 1S SUCH, That if the Principal shall guarantee that the work
will be free of any defective materials or workmanship which became apparent during the period of
_ _ 1 Year year(s) following completion of the Contract then this obligation shall be void, otherwise to remain in
full force and effect, provided however, any additional warranty or guarantee whether expressed or implied is extended by the
Principal or Manufacturer only, and the Surety assumes no liability for such a guarantee.
Signed and sealed this _7th day of May _ _ _ , 02
(Seal)
(Seal)
y r s tarra t, res ent
(Seal)
COPYSAFECO INSUP.AbIPE COMPANY OF AMERICA
By
Yr-
Clark*Lee Attorney -in -Fact
FL Regatorad uadernbrt of SAFECO Corporation.
Company Profile
Page i of 2
Company Profile
AS""'
insDuffaftaffiftcael
SAFECO INSURANCE COMPANY OF.
AMERICA
STATE FILINGS C-2 SAFECO PLAZA
SEATTLE, WA 98185
800-332-3226
Former Names for Company
Old Dame: SELECTIVE AUTO & F INS CO AMER Effective Date: l 1-02-1953
Agent for Service of Process
DAWN JEWORSKI, 17570 BROOKHURST STREET FOUNTAIN VALLEY, CA 92708-4792
Unable to Locate the Agent for Service of Process?
Reference Information
NAIC #:
NAIC Group #:
California Company ID #:
Date authorized in California
License Status:
Company Type:
State of Domicile:
24740
0163
1442-3
October 07, 1953
UNLIMITED -NORMAL
Property & Casualty
WASHINGTON
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 glossa .
AIRCRAFT
AUTOMOBILE
BOILER AND MACHINERY
BURGLARY
COMMON CARRIER LIABILITY
CREDIT
FIRE
http:;`www4.insurance.ca.gov;'x%-u!idb_co_prof utl.get_co_prof9p_EID=3361 12/11/2002
Company Profile Page 1 of 2
AM
D� �a
P Y
Com an Profile InSurance
GENERAL. INSURANCE COMPANY OF
AMEFICA
REGULATORY COMPLIANCE DEPT T-7 SAFECO PLAZA
SEATTLE, WA 98195
800-544-2614
Agent for Service of Process
DAWN JEWORSKI, 17570 BROOKHURST STREET FOUNTAIN VALLEY, CA 92708-4792
Unable to Locate the Agent for Service of Process?
Reference Information
NAIC #:
24732
NAIC Group #:
0163
California Company ID.#:
0732-8
Date authorized in California:
December 22, 1923
License Status:
UNLIMITED -NORMAL
Company Type:
Property & Casualty
State of Domicile:
WASHINGTON
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 glossaa..
AIRCRAFT
AUTOMOBILE
BOILER AND MACHINERY
BURGLARY
COMMON CARRIER LIABILITY
CREDIT
FIRE
LIABILITY
MARINE
httn::' w,%,%v4.insurance.ca.¢ov.,mwu idb co prof utl.get_co_prof?p_EID=2962 12 1112002
Company Profile
Page 1 of 2
Company Profile
Insuraut°
FIRST NATIONAL INSURANCE COMPANY
OF AMERICA
REGULATORY COMPLIANCE DEPT T-7 SAFECO PLAZA
SEATTLE, WA 98185
800-544-2614
Agent for Service of Process
DAWN JEWORSKI, 17570 BROOKHURST STREET FOUNTAIN VALLEY, CA 92708-4792
Unable to Locate the Agent
for Service of Process?
Reference Information
NAIC #:
24724
NAIC Group #:
0163
California Company ID. #:
0978-7
Date authorized in California: January 03, 1929
License Status:
UNLIMITED -NORMAL
Company Type:
Property & Casualty
State of Domicile:
WASHINGTON
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
FIRE
LIABILITY
MARINE
http:l/www•4.insuracue.ca.gov,'%k,-u/idb co_prof utl.get_co_proVp_EID=3075 12'11/2002
WHEN RECORDED MAIL TO:
CITY OF HUNTINGTON BEACH
Dept. of Public Works
Attn: Robert A. Martinez
P.O. Box 190 - 2000 Main St.
Huntington Beach, CA 92648
Recorded in Official Records, County of Orange
Tom Daly, Clerk -Recorder
!lliil ll!'i lllli llill llli!!lill ll!'i lIII! Illfi lull iiiil 111; 1111NO FEE
47 7 N12 1 200300001308312:19pm 01/06/03
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN by the City of Huntington Beach, owner in fee, 2000 Main Street, Huntington
Beach, CA 92648, that the contract heretofore awarded to Z. Z. Liner, Inc. who was the company thereon
for doing the following work to -wit:
MISCELLANEOUS SEWER LINING IMPROVEMENTS, PHASE I; CC-1178
This project includes : Miscellaneous sewer lining of an estimated, 98 various sewer segments in the City
of Huntington Beach.
That said work was completed November 13, 2002 by said company according to plsBs and
specifications and to the satisfaction of the City Engineer of the City of Huntington Beach and !hat said
work was accepted by the Director of Public Works on November 13, 2002, per City Council R�solutibn-._
No. 2002-10 adopted February 19, 2002.
._ -r
That upon said contract Safeco Insurance Company of America was surety for the bond given by.the said-,:.
company as required by law. - -
This document is solely for the official business of the City of Huntington Beach, as contemplat4pd under
Government Code Section 6103 and should be recorded free of charge.
Dated at Huntington Beach, California, this December 12, 2002.
kDirector o tic Works or City Engineer
City of Huntington Beach, California
STATE OF CALIFORNIA )
County of Orange ) ss:
City of Huntington Beach )
I, the undersigned, say: I am an Agent of the City of Huntington Beach, owner in fee, in the foregoing
NOTICE OF COMPLETION. I have read said NOTICE OF COMPLETION and know the contents
thereof; the same is true of my knowledge.
I declare under penalty of perjury that the foregoing is true and correct, and that said NOTICE OF
COMPLETION, was duly and regularly ordered to be recorded in the Office of the County Recorder of
Orange County.
Dated at Huntington Beach, California, this December 12, 2002.
overector of Public Works or City Engineer
oty of Huntington Beach, California
WHEN RECORDED MAIL TO:
CITY OF HUNTINGTON BEACH
Dept. of Public Works
Attn: Robert A. Martinez
P.O. Box 190 - 2000 Main St.
Huntington Beach, CA 92648
� -7
Ho
CITY OF HUNTINGTON BEACH
2000 MAIN STREET
CALIFORNIA 92648
OFFICE OF THE CITY CLERK
CONNIE BROCKWAY
CrrY CLERK
LETTER OF TRANSMITTAL OF ITEM APPROVED BY THE CITY COUNCIL/
REDEVELOPMENT AGENCY OF THE CITY OF HUNTINGTON BEACH
DATE: __ May 31. 2002
TO: ZZ Liner Inc. ATTENTION: Chris D. Scarratt
Name
539 West 140th Street DEPARTMENT:
Street
Gardena, ' CA 90248 REGARDING: CC No. 1178
City, State, Zip
See Attached Action Agenda Item E-4 Date of Approval 4/ 15/ 02
Enclosed For Your Records Is An Executed Copy Of The Above Referenced Agenda Item.
Remarks:
Connie Brockway
City Clerk
Attachments: Action Agenda Page X Agreement x Bonds x Insurance __x,__
RCA Deed Other
CC: R.-Be_ardsley
DPW
Name
Department
R. Martinez
DPW
Name
Department
S. Freidenrich
Treas
Name
Name
C. Mendoza
Name
Department
Department
Risk Mgmt
Departmmt
x
x
x
x
RCA
Ageen rnt
Insurance
Other
x
x
x
x
RCA
Ageement
Insurance
Other
x
x
RCA
Asrr;W—t
Insurance
Other
RCA
Agreement
Insurance
Other
x
x
RCA
Insurance
(Telephone: 714-536.5227 )
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CITY FUNDED CONSTRUCTION CONTRACT BETWEEN
THE CITY O HUNTINGTON BEACH AND
z. z..,.
4 L'L�.0 GC
TABLE OF CONTENTS
Page No.
STATE OF WORK-, ACCEPTANCE OF RISK
ACCEPTANCE OF CONDITIONS OF WORK; PLANS
2
COMPENSATION
4
COMMENCEMENT OF PROJECT
4
TIME OF THE ESSENCE
4
CHANGES
5
NOTICE TO PROCEED
6
BONDS
6
WARRANTIES
6
INDEPENDENT CONTRACTOR
7
LIQUIDATED DAMAGES/DELAYS
7
DIFFERING SITE CONDITIONS
9
VARIATIONS IN ESTIMATED QUANTITIES
10
PROGRESS PAYMENTS
IO
WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES
11
AFFIDAVITS OF SATISFACTION OF CLAIMS
11
WAIVER OF CLAIMS
12
INDEMNIFICATION, DEFENSE, HOLD HARMLESS
12
WORKERS' COMPENSATION INSURANCE
13
INSURANCE
13
CERTIFICATES OF INSURANCE; ADDITIONAL INSURED
14
DEFAULT & TERMINATION
15
TERMINATION FOR CONVENIENCE
16
DISPOSITION OF PLANS, ESTIMATES AND OTHER
16
NON -ASSIGNABILITY
16
CITY EMPLOYEES AND OFFICIALS
16
STOP NOTICES
17
NOTICES
17
SECTION HEADINGS
18
IMMIGRATION
18
LEGAL SERVICES SUBCONTRACTING PROHIBITED
18
ATTORNEY'S FEES
18
INTERPRETATION OF THIS AGREEMENT
19
GOVERNING LAW
19
DUPLICATE ORIGINAL
19
CONSENT
20
SURVIVAL
20
(Modification
20
ENTIRETY
20
jmp/comracts grouplciq cons[/]/30/02
CITY FUNDED CONSTRUCTION CONTRACT BETWEEN
THE CITY, -OF_ HUNTINGTON BEACH AND
y°AAd-t -111- &.4 G6=�a
THIS AGREEMENT ("Agreement") made and entered into this 15th day of
ri1 20 o•y, 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 fully described as
7f) 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:
I . 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
agreelforms/city constlrev 10-ia-o1 I
the action of the elements, from any unforeseen difficulties which may arise or be
encountered in the prosecution of 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
SPECIFICATIOI\S
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;
agreelforms/raty constlrev 10-18-01 2
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 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
agreelforms/city constlrev 10-1 B-01 3
CONTRACTOR shall not attempt to resolve or adiust 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 he
considered as an acceptance of the tenns 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
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 (/DD) �,�-awj
from the day the
Notice to Proceed is issued by DPW, excluding delays provided for in this Agreement.
S. 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 confonnance with the progress schedule set forth
in the Contract Documents. CONTRACTOR shall coordinate its work with the work of all
agreelformslcfty constlrer 10-18-o1 4
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 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 contract price will be adjusted upward or downward
accordingly.
agree/farms/city constlrev 10-18-01 5
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 contract price to guarantee the CONTRACTOR's faithful performance of the work, and
one in the amount of one hundred percent of the contract price to guarantee payment of all
claims for labor and materials furnished.
In addition, CONTRACTOR shall submit to CITY a bond in the amount of
one hundred percent (100%) of the final contract 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 alter notice by
CITY of any defect in the work, shall have the option to make appropriate repairs or replace
agree/forms/city constlrev 10-18-oi 6
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 such delay. It is, therefore, agreed that
CONTRACTOR will pay to CITY, as liquidated damages and not as a penalty, the sum of
Dollars (SDD. '90 } 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
agreelforms/city const/rev 10-18-01 7
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 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
agree/forms/city constlrev 10-18-01 8
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 ERING SITE CONDITIONS
A. Notice: CONTRACTOR 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
conditions, an equitable adjustment shall be made and the
agreement modified in writing accordingly.
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.
agreelformslcity const/wi 10-18-01 9
13. VARIATIONS IN 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 contract 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 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
agreetforms/city constlrev io-18-01 10
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 fnal 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 contract price shall not be considered as a
acceptance of any part of the work.
15. WIT1414ELD 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 Notices to Withhold, which
have been filed under the provisions of the statutes of the State of California.
agree/formslaty Constlreu 10-is-o1 11
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, its 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. CONTRACTOR will conduct all defense at
its sole cost and expense and CITY shall approve selection of CONTRACTOR's counsel.
CITY shall be reimbursed for all costs and attorney's fees incurred by CITY 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.
agreelformslaty constlrev 10-1 B-01 12
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 obtain and furnish to City 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 defend, hold harmless and indemnify CITY.
CONTRACTOR shall obtain and furnish to CITY, a policy of general public 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 One billion Dollars ($1,000,000) per occurrence. If coverage is
agree/forms/city constlrev 10-18-01 13
provided under a form which includes a designated general aggregate limit, the aggregate
limit must be no less than One Million Dollars ($1,000,000) for this PROJECT. This policy
shall name CITY, its 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
CON'TRACTOR'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; ADDI_TIONAL 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 CONTRACTOR's defense, hold harmless and indemnification obligations
as set forth under this Agreement. CITY or its representative shall at all times have the right
agreelforms/city constlrev 10-18-01 14
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.
CONTRACTOR shall provide a separate copy of the additional insured
endorsement to each of CONTRACTOR's insurance policies, naming CITY, its 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.
agree/forms/city convIrev 10-1 B-01 15
23. TERMINATION FOR CO>\VENIENCE
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 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 not further obligation to
CONTRACTOR.
24. DISPOSITION OF PLANS 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. 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.
agree/forms/city constlrev 10-1B-01 16
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 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 may designate different
addresses to which subsequent notices, certificates or other communications will be sent by
notifying the other party via personal delivery, reputable overnight carrier or U. S. certified
mail -return receipt requested:
TO CITY:
City of H tington Beach
ATTN:
2000 Main Street
Huntington Beach, CA 92648
agreelformslaty constlrev 10-1B-01 17
TO CONTRACTOR:
D
Chris D. Scarratt, President
29. SECTION HEADINGS
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.
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. ATTORNEVS 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 andlor provisions of this
Agreement or to secure the performance hereof each party shall bear its own attorney's fees,
agreelformsldty constlrev 10-1 B-01 18
such that 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 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,
agreaflur icity conaurev 10-1&01 19
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
consentlapproval for one transaction or event shall not be deemed to be consendapproval to
any subsequent occurrence of the same or any other transaction or event.
37. SURVIVAL
Terms and conditions of this Agreement, which by their sense and context
survive the expiration or termination of this Agreement shall so survive.
38. MODIFICATION
No waiver or modification of any language in this Agreement shall be valid
unless in writing and duly executed by both parties.
39. ENTIRETY
The parties acknowledge and agree that they are entering into this Agreement
freely and voluntarily following extensive arm's length negotiation, 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. This Agreement, and the attached
Exhibit "A", contain the entire agreement between the parties respecting the subject matter
agree/formsldry consthev 10-18.01 20
of this Agreement, and supercede all prior understandings and agreements whether oral or in
writing between the parties respecting the subject matter hereof.
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
,53 9 hfczt—
By:_��Grc�" �✓
Chris D. Scarratt, President
print name
ITS: (circle one) Chairtn reside 'ice President
AND
By: e+—
Chris D. Scarratt. Secy/CFO
print name
ITS: (circle one) ecr ry hief Financial OfficeriAsst.
Secretary - Treasurer^�
REVIEWED AND APPROVED:
City Administrator
agreelforms/city constlrev 10-18-01 21
CITY OF HUNTINGTON BEACH, a
municipal corporation of the State of California
�• .'47:A
ATTEST:
_City Clerk as-;1-02
APPROVED AS TO FO M:
City Attorney
ITIAT'� AN1D�AP��ED:
�'Cl /
Director of Public Works
SECTION C
PROPOSAL
for the
MISCELLANEOUS SEWER LINING PROJECT
PHASE I
Within an area bounded by
EDINGER AVENUE TO THE NORTH, BROOKHURST STREET TO THE EAST,
ADAMS AVENUE TO THE SOUTH AND SAYBROOK LADE TO THE WEST.
CASH CONTRACT No. 1178
in the
CITY OF HUNTINGTON BEACH
TO THE HONORABLE MAYOR A_N-D 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 Iabor, 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 o worldng 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
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.
C-1
W(Iiw'r A
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 bi 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 A'O.
Date Received
Bidd 's Si nature
1
February 27 2002
2
February 27 2002
PROJECT BED SCHEDULE
tein
em,
172-samai
.......... . .. . ..... ......
i Item: un' ............ .....
... ... .... ....
Ext
..... ............. ..........
.......... .... ........ .. ... . . ... .... ....... ..
....
Mobilization of equipment materials.
lump sum
@ Thrpp lbgusand Dollars
$ 3,000
$ 3,000
Cents
Per lum surn
2
1
Traffic Control per Specs.
lump sum
@ 'ThMA 4hmisaM Fire hLa-Arek4--Dollan
3,500
S 3,500
Cents
Per lure p S=
3
1
Demobilization of equipment & materials.
lump sum
@ ThcM thalsam Dollars
3,000
$ 3,000
zero Cents
Per lump sum
4
636
Line 12" host pipe per Specs.
11
@ Th;rju si y- Dollars
S 3&.00
$ 2aMIP-0
3e rn Cents
Per IS
5
331
Line 10" host pipe per Specs.
11
@ Thin m Dollars
S 3r3.00
S IIP5Fk3-00
Cents
Per Lf.
6
25983
Line 8" host pipe per Specs.
IS
@ T-I&euw Six Dollars
S
S 04 558
7-p- P-0 Cents
Per 11
7
695
Re -open service lateral per Specs.
ea.
@ ndha4 hi he— Dollars
S 29.00
S 2Q,58
32 cents
Per m
8
75
Grind protruding lateral per City requirements.
@ E@13h+v mirle- Dollars
j F
S SIM
S (AIM
ze-M cents
Per ea.
9
12
Point repair host pipe per Point Repair Detail. Up to 5-feat deep.
@ Two hundrPd hr+., I five Dollars
S 245.00
S 2., CMQaI
zern Cents
Per Lf
10
161
Point repair host pipe per Point Repair Detail. 5 1/4to 1 0-feet deep.
LE
@ Two hundmd :ffiir+v ninc- Dollars
S M-OD
S -MM-M
Zeta Cents
'11
I
Per
C-Is
PROJECT BID SCHEDULE
Item.........
...:::
: :.: ..::._...........::::........... ::
wE�en tuwiorda.::...............:.
.::.tmoun..
11
12
Point repair host pipe per Point Repair Detail. 10% to 15-feet deep.
l.f.
@ _Two hundred fOM \& Dollars
s24B.00
s 11%Q
Cents
Per l.£
12
23
Re -Conn= service lateral within point repair per detail.
ea
Q Two huMrxl f i f e one, _Dollars
s Z51. 00
s 5+773. �
—7.P_1� _ -- Cetus
Per ea.
Total Amount Bid in Fi es: . oo
Total Amount Bid in words: �ta_hu�rlc�r nirty..Sj-..(1....�'�41
hundred N me do fars and
C-2s -
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 Name and Address. of Subcontractor State License .. 'Class
..of Work Number.
RMS* a, J a C u
10,f1. i 12 FQPX a4 Dwce -J. Q..vL ...,ti /►A eV1G/VC-7%&aj.u1 A
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 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.
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 4th day of March 9200 2
NOTARY PUBLIC
JOYCE ANN ARMIJO
Commission # 1255938
Ivn!ary Public - CQllforrdO
Los Angeles County
My Comm. 50wApa 2W
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 MISCELLANEOUS SEWER LLNING PROJECT PHASE I; CC-
1178, (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 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: March 4th, 2002
zz LINER
Contractor
By Chris D. Scarratt
President
Title
C5
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 W 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.
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 m accordance with the provisions of that code, and I will comply with such
provisions before commencing the performance of the work of this contract.
ZZ LINER, INC.
Contractor
By Chris D. Scarratt
J
Prealdent_...... -
Title
Date: March 4th 00
— 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 421 b/4217 of the Government Code requires a Dig Alert Identification Number be issued
s
before a Permit to Excavate will be valid.
To obtain a Dig Alert Identification Number, call Underground Service AIert at 1-800 422-4133
a minimum of two working days before scheduled excavation.
Dig Alert Iden fkation Number. NIA
ZZ LINER, INC.
Contractor
t�� z �jt
By Chris D. Scarratt
President
Title
Date: March 4 tlz 2002
Note: This form is required for every Dig Alert Identification Number issued by U.S.A.
during the course of the Work. Additional forms may be obtained from the AGENCY
upon request.
C-8
e
BIDI)ER'S—, V' F0k9AT.tI-
UN
BIDDER certifies that the following information is true and correct:
ZZ LIN£R� INC.
Bidder Name
539.We§t 1 0th Street
Business Address
Gardena California 90248
City, State Zip
( 310 ) 329-8717
Telephone Number
6§2§20 lass 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 March end . 2002.
The Following are persons, firms, and corporations having a principal interest in this proposal:
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.
Company Name
Signature of Bi
Chris D. Scarratt. Presidgat
Printed or Typed Signature
Subscribed and sworn to before me this lah day of march , 2002 .
JOYCE ANN ARMIJO
25
NOTARY PUBLIC] --�"` -x- � ��3,2M4
oyde Ann Armi j o
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.
2.
3
Please see attached Projects List...
Name and Address of Public Agency
Name and Telephone No. of Project Manager:
Contract Amount
Name and Address of Public Agency
Type of Work
Name and Telephone No. of Project Manager:
Contract Amount
Name and Address of Public Agency
Type of Work
Name and Telephone No. of Project Manager:
Contract Amount
Type of Work
Date Completed
Date Completed
Date Completed
C-to
The following information must be returned with the bid
Bidder's name: z
-LINER, INC.
Bidder's address: 539 Idest1 0th Street,
Phone number. _ 3101329-8717 Fax number:
Pipeline rehabilitation process (trade name) bid: u-LINER _
(Choose only one per Section B- "Instructions to Bidders" #12)
Attach a letter to this sheet from the manufacturer stating that:
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 77041
Telephone number: 71 2-8373
Contact person: ,,_ Larry McMichael
Laboratory number 2:
Name: Ramtech Laboratories, Ile.
Address: 14104 Orange Avenue Paramount CA
Telephone number: 5621633-4824
Contact person: Dave Magee
Laboratory number 3:
Name: �CRZLaborator-[es
Address: 1680 N. Lain, Orange. CA --
Telephone number: 7141283-2032
Contact person: Kin Leienneu
C-11
City of Huntington Beach
Public Works Department
2000 Main Street
Tel. (714) 536-5431, Fax (714) 374-1573
ADDENDUM NUMBER ONE
For
MISCELLANEOUS SEWER LINING PROJECT, PHASE I
CC-1178 - _ _ .
February 22, 2002
Notice To All Bidders:
Please note the following revision to the Project Specifications, and Technical Provisions:
12. Equivalent Materials
Add "Insituform" as a Trade Name under GREENBOOK Section 500-1.4 Type S'
7-8.5 Temporary Ught, Power and Water
[Delete the first paragraph and replace with the following:j_
Construction water meters are required on all projects within the AGENCY. The AGENCY's Water Division will furnish
and set the meter with eddy valve. The deposit for the meter is $755.00 of which $700.00 could be refunded at the
conclusion of the project, if the meter is returned in the same condition that is was delivered in and no additional
charges have occurred. There is a $55.00 service charge to set the meter. For each time the meter is moved to a
new location, there is an additional $25.00 service charge. Payment(s) must be in cash, cashier's check or money
order.
7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS
[Delete the sixth paragraph and replace with the following:}.
The Contractor is required to call the AGENCY`s Water Division at (714) 375-5921, 48 hours in advance of any lining
process so arrangements can be made for the water main's shut down. Failure to comply with such notice will prevent
the AGENCY from shutting down the water and the Contractor shall take full responsibility for the installation of the liner
per the project specifications. No time extensions will be granted for failing to comply with this procedure.
500-1.1.7 Miscellaneous.
[Delete the fifth paragraph and replace with the following:j.
The Contractor shall be responsible for all coupons (cutouts, cookies or residual pieces) generated by the remote
control device used to re-establish individual service laterals from within the sewer pipe. The Contractor shall use
whatever means available and acceptable to the Engineer to capture the coupons at the nearest downstream
manhole. However, approval by the Engineer does not in anyway relieve the Contractor of the full responsibilities
provided for in this Section.
Each coupon shall be physically removed from the manhole, and counted in the presence of the Engineer. The
number of coupons removed shall equal the number of services re-established. If the numbers do not equal, the
Contractor shall make every effort to locate and capture the missing coupon(s) even if it has traveled downstream of
1 4 .
the initial work area to prevent interruptions within the downstream sewer lift station(s). If an interruption occurs the
Contractor shall provide and connect a temporary bypass system at the sewer lift station using above ground diesel
pump(s) and appurtenances within one (1) hour of notification from the AGENCY and immediately contact the
emergency services contractor to report to the sewer lift station.
Due to disruption(s), blockage(s) or damages resulting from the Contractors operations and to insure continual
operation of the sewer lift station(s) during this contract, the Contractor shall enter into a separate maintenance
agreement with Flow Systems Inc., 3010 Floyd Street, Burbank, California, (818) 562-5282, to provide 24 hour, 7 day a
week emergency services throughout the duration of the project.
The AGENCY shall have the authority to direct the emergency contractors services at all times. Should the services
be determined not to be associated with the Contractors operations, the Contractor will be compensated per Section
3. In all other cases, all costs associated with the emergency contractors work shall be bome solely by the Contractor.
Additionally all other expenses incurred by the AGENCY for emergency repairs due to the Contractors noera+ions will
be deducted from the progress payments and the final payment due to the Contractor.
The Contractor shall provide evidence of said agreement prior to the AGENCY's issuance of the Notice to Proceed.
Payment for bypassing and the maintenance agreement shall be considered to be included in the price bid for other
items of work and no other compensation will be allowed therefor.
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 February 002.
_ ZZ LINER.—INC.--
Company Name By Chris D. Scarratt, President:
_March 4. 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.
City of Huntington Beach
Public Works Department
2000 Main Street
Tel. (714) 536-5431, Fax (714) 374-1573
ADDENDUM NUMBER TWO
For
MISCELLANEOUS SEWER LINING PROJECT, -PHASE I
CC-1178
February 25, 2002
Notice To Alf Bidders:
Please note the following revision to the Project Specifications, and Technical Provisions:
"Working Days"
Revise the WORKING DAYS to read 100 (one Hundered), on pages C-1, and E-7.
Any deviation from this nptification 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 February 25, 2
ZZ LINER, INC._
Company Name By Chris D. Scarratt, President
March 4 2002
Date
Ali 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.
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
2002
PROFILE
JOB #
CODE
PROJECT NAME & LOCATION
OWNER and/or GENERAL CONTRACTOR
CONTRACT AMOUNT OPENICOMPLETE
_-
182
fi
CalTrans - RPV Storm drain Rehab
—1
Colich & Sons, LP Grant Wood 323r770-2920
$45.500.00 Complete - 0112002
-
Rehab appx 160If -30" CMP w/CIPP Lining
J
547 W 140th Street, Gardena, CA 90248
183
6
`City San Diego - Collega Area Swr Pipe Rpla ecement
Phillips National Inc. Bill Seward 8561653-0160
$32.906.00 Not started at 03/05/02
!Rehab appx 480 1f -8" sewer w/CIPP Lining —
7606 Miramar Road, Ste 7100. San Diego. Ca 92126
184
5
Camp Pendleton MCB - Pump Stn Repairs
SEA PAC Engrg Steven Gavin 8181776-1344
N687-99-D $55.425 00 In Progress
Rehab 8" & 10" sewer pipe w/HDPE Lining
7304 Canby Ave.. Reseda. CA 91335
6443
Total 3 projects. Average Contract amt: $44,610.33
0san.r.2W2
1=sewer, 2=storm drain. 3=Water. 5=HDPE Lining. 6=CIPP lining
Further information will be supplied upon request
TOTAL 2002 to date: $133,831.00
U-Liner West and National Liner West
divisions ofZZ LINER INC., License no. 669620-A
2001
PROFILE
JOB 4
CODE
PROJECT NAME & LOCATION
OWNER andlor GENERAL CONTRACTOR
CONTRACT
AMOUNT OPEWCOMPLETE
2001
175
6
[City San Diego - Sewer Group 539 — ?
BRH-Garver Inc. For City of San Diego 6191265-0537
K01067C
$271,590.00 In Progress
(Rehab appx 1.530 If - 24'sewer main w1CIPP Lining j
6974 Mission Gorge Road, San Diego CA 92120
176
5&6
Vallejo Sanitation - RDIA Reduction - Area 5
KJ Woods Construction Ron Zelaya 5101538-5874
$247,462 50 In Progress
Rehab 61, 81, 10" & 18" with CIPP Lining- - -
2718 Pacheco St, San Francisco. CA 94116-1129
177
5
City L.A. Harbor District CSRP Unit 5 Swr Rehab
Mike Prlich & Sons Inc. Michael Prlich 323/283-7852
SZC 11241
$1 13,901.75 Complete - 12/2001
Rehab appx 1.633 If of 8" with HDPE Lining
9316 Klingemlan St. So. El Monte. CA 91733
178
5
City San Diego - Sewer Group 2000
Orion Construction Chris Tresize 7601591-9181
K02019C
$150,674.00 Not started at 03/05/02
Rehab appx 1,208 If - 8' sewer main w1HDPE Lining
1635 So. Rancho Santa Fe Rd. #209, San Marcos, CA 90269
179
5
City San Diego - Sewer Group 677
S.C. Valley Engrg, Inc. Leo 6191444-2366
K02018C
$52.310.00 Not started at 03/05/02
Rehab appx 285 If - 8' sewer main w1HDPE Lining
PO Box 2848, El Cajon, CA 92021
WO 174351
180
6
.City of La Mesa - Swr Imp. Jackson
S.C. Valley Engrg. Inc. Leo 619/444-2366
Bid 05-01
$125,899.00 Not started at 03105/02
Rehab appx 866 If - 6" & 200 If- 8' w1CIPP Lining
PO Box 2848, El Cajon, CA 92021
181
5
City of San Diego Sewer Group 697
Ortiz Corporation John Brito 61914824288
K02027C
$99.756.00 Not started at 03/05/02
Rehab appx 906 If - 6" w/HDPE Lining
P.O. Box 5574, Chula Vista, CA 91912
wo 175331
Total 26 projects. Average Contract amt. $98.709.14 TOTAL 2001 to date: $2,701,307.75
o5401 -2=
1=sewer. 2=storm drain, 3=Water. 5=HDPE lining, 6=CIPP lining
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
CONTRACT AMOUNT OPEN/COMPLETE
2001
— .. -
--
155
5 City of San Diego Sewer Group 637
Dietrich Corp. for City of San Diego Ed Shoemaker 6191447-4800
K99224C $9.860 00 Complete - 0212001
Rehab appx 116 If of 8" by HDPE Lining
1243 Greenfield Drive, Suite H. El Cajon, CA 92021
156
5 Caltrans - San Diego
C.A. Rasmussen, Inc Ron Gaines 619/641-9281
11-048664 $14,145.00 Complete - 02/2001
Rehab apex 123 If of 8' by HDPE Lining
4628 - 401h SI . San Diego, CA 92116
157
6 City of Redondo —Beach, Basin Ill Sewer Rehab
ARA Engineering Ali Yazcan 9491460-0193
$15.960.00 Complete - 0212001
Rehab aPpx IH If of 12-inch by CIPP Linii
22600-G Lambert Rd, Ste 1405, Lake Forest. CA 92630
158
6 10ly Los Angeles - Wamer Ave. 8 Edgeley Cl,
Papac Construction Co„ Inc. (Steve Pahar. Toomey)
SZS1118D $18,104.00 Complete-0312001
Rehab appx 146 If of 32-inch by CIPP Lining
2030 Santa Anita Ave., So. El Monte, CA 91733 6261443-4061
159
6 City of Compton - Alondra Btvd. Pavement Rehab
Sequel Contractors, Inc. Jason Spear 562/803-5881
$159.906.00 Complete - 01/2002
Rehab appx 3514 If of 8" to 18' with CIPP Lining -
12240 Woodruff Ave., Downey, CA 90241
160
5 City of San Diego Sewer Group 489
Pacific Southwest Jim McNeil 6191444-2083
K01045 $15.120.00 Needs to be rebid
Rehab appx 240 If of 6' with HDPE Lining
204 Greenfield Dr. Ste. D. El Cajon, CA 92020
161
5 City of San Diego - Home Ave. Accel Swr Repair
Cal -Southwest for City of San Diego John Brito 858/713-0533
K99263C $32,286.00 In Progress
Rehab appx 490 If of 6" & 182 If of 8' w1HDPE Lining
10455 Sorrento Valley Rd., #210, San Diego, CA 92121
$21,721.52
162
6 L.A. County Sanit. - Lamanda Park Ext Swr Rehab
L.A. County Sanitation Dist #16 Sam Espinoza 5621699-7411
16-08.06-32 $152.548.00 In Progress
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 Brito 858f713-0533
K20068C $1,322.48 Complete 1212001
CCTV at Time and Material Rates
10455 Sorrento Valley Rd., #210, San Diego, CA 92121
164
6 City of San Buenaventura- Sunset Dr. Storm Drain Rpr 1
City of San Buenaventura Andrew Brozyna 8051654-7743
Spec 2001-101 $79.729.00 Complete - 09/2001
Rehab appx 336 If of 30" Drain w1CIPP Lining _ I
501 Poli 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 626/443-3627
SZC11153 $33.885.00 Not started at 02128/02
Rehab appx 1080 If of 8' with HDPE Lining
926 Durfee Ave. So Ef Monte, CA 91733
166
fi City L.A. SanofTe Dr/Casale Dr. Storm Drain
Lee Construction Co Rick 805/522-5195
EXX51409 $40,068.00 Complete - 12/2001
Rehab appx 212 If of 18' Drain w1CIPP Lining
3354 Lathrop Ave., Simi Valley, CA 93063
167
5 Job cancelled
168
6 lArtesia Extension Trunk Sewer
L.A. County Sanitation District Chuck Boehmke 3101638.1161
$47.095.25 Complete - 0912001
Rehab appx 373 If of 18" VCP w1CiPP Lining
1955 Workman Mill Rd., Whittier, CA 90607
169
5 L.A. County Public Works - Princeton St. City Terrace
L.A. County Dept Public Works 6261458-3118
SMDAC0079 $259.263.00 Complete - 02/2002
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 818/307-1325
Spec no. 693 $81.493.00 Complete 10/2001
Rehab appx 1.515 If of S" 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 Los Angeles 626/355-1350
SP1802 $162.509.25 Not started at (13105/02
Rehab appx 1978 If- 8". 1.581 -10". 203'-12" w1HDPE
1235 Ramona Rd., Arcadia. CA 91006
172
City of Los Angeles - LA EQ RPR U-276
John T. Malloy. Inc. Justin Malloy 323!780-9941
WO E2002487 - S15,000.00 In Progress
CCTV appx 30.000 If of 8' VCP
3032 Bandini Blvd.. Los Angeles, CA 90023
E2002493
17$
5 L.A. County Sanitation - Figueroa St Relief Trunk Swr
Mike Bubalo Construction Mike 626!446-6062
$59.708.00 Not started at 03/05/02
Rehab appx 1.298 if of 12- w!HDPE Lining
12 So. Old Ranch Road, Arcadia. CA 91007
174
5 Lake Oroville State Recreation Area
Duke Sherwood Contr Inc. for CA Dept Parks/Rec. 916/533-2710
$419.991.00 In Progress
Rehab o"", 8'. 10" & 17" w/HDPE Lining
495 Stimpson Rd. Oroville, CA 95965-9645
U-Liner West and National Liner West
divisions of ZZ LINER INC., License no. 669620-A
2000
PROFILE
JOB #
CODE
PROJECT NAME 8 LOCATION
OWNER andlor GENERAL CONTRACTOR
CONTRACT
AMOUNT
OPENICOMPLETE
143
5
City of L.A. - Hollywood Atwater -
SZC11222
$0 00
Project Cancelled
Project Cancelled
144
5
cancelled
BRH-Garver Inc. for City of San Diego 5191265-0537
Project Cancelled
145
5
City of San Diego - Sewer Group 635
BRH-Garver Inc. for City of San Diego 619/265-0537
K20083C
$22,588.00
Complete - 1012000
Rehab appx 186 If of 6-in sewer by HDPE Lining
6974 Mission Gorge Road, San Diego CA 92120
WO#173381
$1,722.00
146
5
City of L.A. - El Sereno Area Sewer Rehab
Vasilj Const. for City of Los Angeles 9091599-2845
SZC 1 1221
$40,462.00
Complete-0212001
Rehab appx 107 If - 6' & 1094 If - 8' sewer by HDPE Lining
1416 Avenida Entrada, San Dimas 91773
($5.018.20)
147
6
City of L.A. - Fjgueroa/Wadsworth etc CSRP
Tomovich Construction for City of Las Angeles 6261443-3627
SZC11208
$34,779.00
Complete - 0412001
Rehab appx 782 If - &in sewer main by CIPP Lining j
926 Durfee Ave. So El Monte. GA 91733
($320.00)
148
5
Rancho Palos Verdes - Sail View & Seabreeze Ave
Pacific Heritage Development Homes, Inc. 949/292-4528
16-016-000
$36,900.00
Complete - 08/2DDD
Rehab appx 787 if - 8-in by HDPE Lining
15707 Rockfield Blvd, Ste 255, Irvine, CA 92618
($262.90)
149
5
Miscellaneous Time and Material jobs
Various
$7.756.51
In Progress
150
5
Cather Sewer Rehab for City of San Diego
J.G. Pipeline, Inc. Jim Parraga 6191981-2695
Bid K01013
$0.00
Cancelled
Job Cancelled
P.O. Box 1089, National City, CA 91951
W.O. #174481
151
6
PC�ais;7 Long Beach Siphon for County Sanitation I
TL Pavlich Construction, Inc. Tom Paviich 909/425-8680
$63,272.00
Complete - 1112000
Lehab a x 294 ft. of 33-in VCP Siphon b CIPP Lining '
7256 Weaver St, Highland, CA 92346
152
5
San Diego Metro Wastewater - Catalina BI Trunk Swr Ph II
Ortiz Corporation John Brito 61914824288
Bid K01107
$97.240.00
Complete - 0912001
Rehab appx 3,250 if of 8-in swr by HDPE Lining
P.O. Box 5574. Chula Vista, CA 91912
$12.219.20
153
6
City San Francisco -Third St. Sewer lmprovments Ph III
Harty Pipelines Inc. 415/585-6023
CW234
$36.294.00
Complete - 0312001
RRehab appx 276 if of 12' by CIPP Lining
4085 19th Ave., San Francisco, CA 94132-3064
154
5
City of San Diego at Florida St. Florida Ct
So. Calif. Underground Contractors Jim Jackson 6191584-7193
SCU 0636
$19,150.00
Complete - 0112001
Rehab appx 250 If of 6' by HOPE Lining
P O. Box 1747. Brea, CA 92622-1747
$13.712.71
054W-2W2
1=sewer. 2=storm drain, 3=Water, 5=HDPE lining, 6=CIPP lining
Further information will
be supplied upon request
Total 27 projects. Average Contract amt: $92,484.15
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
—
CONTRACT
AMOUNT
OPEN/COMPLETE
2000
-
125
6 LCity of L.A. - Chantilly Stradella
30'.
Atlas Underground Co. for City of L.A. H. Loya 909/465.5710
WO E4000277
$95.664.00
Complete - 0712000
appx 12'of 5' of transition & 20' of 42. by CIPP
P.O. Box 951, Chino, CA 91708.0951
126
fi Palos Verdes No. Slope Trunk Swr Sect. 2 Rehab 1
L.A. County Sanitation District 5621699-7411
$79.329.00
Complete - 0812000
Rehab appx 853 If of 10' con�ipe swr rehab by CIPP __ I
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 626555-1350
SZC11207
$23,966.00
Complete - 0312000
rehab appx 187 If - 6" & appx 127 If 8" by HOPE Lining
1235 Ramona Rd., Arcadia, CA 91006
($646.90)
128
5 City of San Diego - Swr Grp 473
Arrieta Construction, Inc., 619/448-7683
$25.296.00
Complete -03101
rehab appx 272 If of 6" sewer main by HOPE Lining
1215 No. Marshall Ave.. El Cajon, CA 92020
($1,209.00)
129
5 Holly Hills
Colich & Sons for L.A. County 323/770-2920
$262,62-3.53
Complete - 07/2001
547 W. 140th Street, Gardena, CA 90248
130
5 L.A. County Public Works - Grape Street Sanitary Sewer
L.A. County Public Works 6261458-3118
CC 2016
$189,487.50
Complete - 0812000
Rehab appx 4.555 if of 8-in by HOPE lining
900 So. Fremont Ave, Alhambra, CA 91803
S1,997.59
131
5 L.A. County Public Works - Trancas Zone Sanitary Swrs
L.A. County Public Works 626/458-3118
CC 2022
$230.865.00
Complete - 0912000
Rehab appx 7,016 If of 8' & 269 If of 10' HOPE lining
900 So, Fremont Ave, Alhambra, CA 91803
($2,192.83)
132
5 & 6 L.A. County Public Works - Marina del Rey Sanitary Sw
L.A. County Public Works 626/458-3118
CC 2020
$276,869.00
Complete - 03/2001
Rehab 8"&10" by HDPE & 2.329 If of 12' & 15' w/CIPP
900 So. Fremont Ave. Alhambra. CA 91803
$28.345.00
133
5 City of L.A. - Emerg Swr Russell Ave.
M. Grbavac Construction for City of Los Angeles 626/355-1350
SZC11182
$31,702.50
Complete - 1012000
rehab appx 461.0 If of 8" sewer by HOPE Lining
1235 Ramona Rd„ Arcadia. CA 91006
($609.75)
134
5 City of Los Angeles - Eagle Rock CSRP, Unit 2
Vasilj-lvanko, Inc., for City of Los Angeles 909/599-2845
SZC11129
$26,867.00
Complete - 12/2000
Rehab appx 684 If of e" swr HOPE lining
1416 Avenida Entrada, San Dimas 91773
$36,405.78
135
5 & 6 City of Los Angeles - LA EO RPR U-260
John T. Malloy, Inc. 3231780-9941
WO E2002487 -
$129.725.00
Complete 10/2000
Rehab appx1458'-8-in 8 291'-12-in by HOPE lining
3032 Bandini Blvd.. Los Angeles, CA 90023
E2002493
$46,012.00
and appx 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
K20043C
$318.860.00
In Progress
Rehab 6", 8" w/HDPE lining & 18': w/CIPP Lining
1952 Euclid Ave., El Cajon, CA 92019-2053
($17,780.70)
137
5 City of San Diego - Sewer Group 661B
So Cal Underground Jim Jackson 6191584-7193
$12,430.00
Complete - 0312001
Rehab appx 110 If - 6" swr pipe by HOPE lining
P.O. Box 1747. Brea. CA 92822
138
5 City of San Diego - Sewer Group 663
Foss Environmental Services Robert Russell 619/233-2903
$12.980.00
Complete - 0112002
Rehab appx 110 If - 6" swr pipe by HDPE lining
909 E. Harbor Dr., San Diego, CA 92101
$32,020.00
139
5 CSULB Technology Park - for City of Long Beach
Sully -Miller Jaime Gonzalez 7141578-9626
JN 20042C
$10,584.00
Complete - 0112001
Rehab appx 108 If - 8" swr pipe by HOPE lining
909 E. Harbor Dr., San Diego, CA 92101
$392.00
140
6 :Hollyhills Drain Unit 5-A - L.A. County DPW ---]
So Cal Underground Ge 6191584-7193
$73,085.00
Complete - 0912000
jRehab appx 335 If - 21' cement B- swr Pipe by CIPP lining
909 E. Harbor Or., San Diego, CA 92101
($62.772.00)
141
5 City of Los Angeles - LA EO RPR U-253
Williams Supply for City of Los Angeles 805/654-8202
E2002378-2381
$17.550.00
Complete - 1112000
Rehab appx 450 If of 8-in swr pipe by HOPE lining
2368 Eastman Ave . Ste 2, Ventura, CA 93003
$109.171.75
Add appx 2,752 If • 8" & 703 If - 12'
142
5 City of Mill Valley - 2000 Sanitary Sewer Rehab
TGH Pipelines Inc. Jerry (415) 945.3288
$231.318.50
Complete - 1212000
Rehab 6-in, 10-in & 12-in by HOPE Lining
PO Box 38, Larkspur. CA 94977-0038
($101.759 14)
U-Liner West and National Liner West
divisions
of ZZ LINER INC., License no. 669620-A
1999 PROFILE
JOB_# CODE
PROJECT NAME 8 LOCATION
OWNER and/or GENERAL CONTRACTOR CONTRACT
1999
119 5
City of Los Angeles - Hollywood Area Swr Unit 1
Prkacin Co. 949/495-4849 WO SZC1 1135
Rehab appx 2679'- 8" & 1712'-6" pipe by HDPE lining
28691 Placida Ave.. Laguna Niguel, CA 92677
120 5
City of Los Angeles - Lowry Street Emerg Sewer Rpr
Clarke Contracting for City of Santa Monica. Ca 3101542-7724
Rehab appx 154 If of 6-in pipe by HDPE Lining
4646 Manhattan Beach BI, Lawndale, CA 90260
121 5
San Diego County WU Auth/Swr Group 638 619/682-4100
DJF Construction for San Diego County 6191444-1416 K20023C
3211 Fifth Avenue, San Diego, CA 92103-5718
1952 Euclid Ave., El Cajon, CA 92019-2053
122 6
iCity of Los Angeles - Marquez Right of way ..
Colich 8 Sons for City of L.A. 323f770-2920 WO SZS 11151
/Rehab appx 260 If of 42-in pipe by CIPP Lining
547 W. 140th Street, Gardena, CA 90248
123 5
L.A. Zoo - Red Apes of the Rainforest Project #572
S.J. Amoroso Const, - Keith Speer 323/906-1523 572
Rehab appx 280 if of 10" 8 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 626/355-1350 WO SZS11207
Rehab appx 1382'- 8" pipe by HDPE lining
1235 Ramona Rd . Arcadia, CA 91006
os-u— 2=
1=sewer, 2=storm drain, 3=Water, S=HDPE lining, 6=CIPP lining
Further information will be supplied upon request
Total 41 projects. Average Contract amt. $144,276.93
TOTAL 1999 to date:
AMOUNT OPEN/COMPLETE
$157.187.00 Complete - 04/2001
$87.985.00
$13,552.00 Complete 11/1999
$82,540.00
Complete 0612000
($10.803.94 )
$126,100.00
Complete - 05/2000
($4,815.96 )
$25.800.00
Complete - 0112000
($3,675.00 )
$78,246.00
Complete - 12/1999
($1.167.40 )
$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
AMOUNT
OPEN/COMPLETE
1999
101
6 bty of Manhattan Beach - Swr Reconstruction Proi
Colich & Sons for City of Manhattan Beach
1998.1999
$70.800 00
Complete - 0112000
(Rehab 1.005 LF of 6" & 8" sewer pipe by CIPP lining
547 W. 140th St, Gardena, CA 90248 Ted Polich 3231770.2920
($29.925.00)
102
5 City of Hermosa Beach - Swer Rehab on PCH/Gould
City of Hermosa Beach
$28.250.00
Complete - 0512000
Rehab 400 If of 8" sewer pipe by HDPE lining
1315 Valley Drive, Hermosa Beach. CA 90254 310/318-0239
$2,462.95
103
6 City of Tijuana. Mexico - Suluciones Subterraneas
J & R Fernandez Carlos Torres 011-526-649-9794
103-1
$1 16,910.00
Complete - 01MOD
(Rehab appx 885'-18" & w 370'-12' seer by CIPP lining
245 No. Mountain View Ave., Pomona, CA 91767 9091629-7279
$34.077.00
104
5 City of Los Angeles - Mercury Ave Swr Rehab
G. Grbavac Construction for L. A. Public Works 6261442-2356
W.O E2000951
$70,540.00
Complete - 0512000
Rehab 2,060 If of 6' and B' sewer pipe by HDPE lining
10519 Freer Street. Temple City, CA Gordon Grbavac
$3,696.93
105
5 City of Los Angeles - LA EQ RPR U-235
G. Grbavac Construction for L. A. Public Works 626/442-2356
$124.250.00
Complete - 01/2000
Rehab appx 1.750 If of 15" sewer pipe by HDPE lining
10519 Freer Street, Temple City, CA Gordon Grbavac
($7,740.00)
106
5 Elsinore Valley Muni Wtr Dist - Canyon Lake Relining
DenBoer Engrg & Const. for EVMWD 760/327-2200
$51.654.00
Complete - 1211999
Rehab appx 16V: 6" & 1226': 8" swr pipe/HDPE lining
68-175 Berros Court, Cathedral City, CA 92234
$4.376.82
107
5 City of Los Angeles LA EQ RPR U-245
G. Grbavac Construction for L. A. Public Works 6261442-2356
W.O E2002301
$64.467.00
Complete - 1011999
Rehab 918.6 If of 8-in swr pipe by HDPE lining
1D519 Freer Street, Temple City. CA Gordon Grbavac
to E2002305
($28,642.00)
108
5 City of Los Angeles - Eagle Rock Area
M. Grbavac Construction for City of Los Angeles 6261355-1350
WO SZC I i l33
$204.024.25
Complete - 1012000
Rehab 3,371.0 If - 8', 10' & 12" pipe by HDPE lining
1235 Ramona Rd., Arcadia. CA 91006
$137,961.39
109
5 City of San Diego - Sewer Group 615
Cal -Southwest for City of San Diego John Brim 619/586-9293
Swr Grp 615
$77.924.00
Complete - 10120DO
Rehab appx 1.091 If - 8" swr pipe by HDPE lining
8996 Miramar Rd., #210, San Diego, CA 92126
($16,004.00)
110
5 City of Los Angeles - LA EO RPR U-255 & U-263
M. Grbavac Construction for City of Los Angeles 626/355-1350
E2002424 to
$36,064.00
Complete - 08/2DOD
Rehab 728': 8" & 336':12" swr pipe by HDPE lining
1235 Ramona Rd., Arcadia, CA 91D06
E2002435
$7,013.09
1 i i
5 City of Los Angeles - LA EQ RPR U-231
Williams Supply for City of Los Angeles B05/654-8202
E2002168
S11,055.00
Complete - 0112000
Rehab appx 201 If of 8-in swr pipe by HDPE lining
2368 Eastman Ave., Ste 2, Ventura, CA 93003
$60.50
112
5 City of Los Angeles - Eagle Rock CSRP, Unit 3
Williams Supply for City of Los Angeles 8051654-8202
WO SZC11130
$113,775.00
Complete - 04/2000
Rehab 356'- 15'/497'-12*11140'-8" swr HDPE lining
2368 Eastman Ave., Ste 2, Ventura, CA 93003
($24,229.00)
113
5 So. Inglewood -Orange Ave. Trunk Swr Extension No.2
L.A. County Sanitation District, No. 5 562/699-7411
Ext #2
$131,123.00
Complete 03/2000
Rehab appx 2,420'-10'1258'-8" swr pipe HDPE lining
1955 Workman Mill Road, Whittier, CA
114
5 City of Los Angeles - LA EQ RPR U-247
Vasilj-Ivanko, Inc., for City of Los Angeles 9091599-2845
$45,580.00
Complete - 12/1999
Rehab appx 1,060 If of 8-in swr pipe by HDPE lining
1416 Avenida Entrada. San Dimas 91773
($430.00)
115
5 Chalon Road Storm Drain Repair
Colich & Sons 323/770-2920
$10.101.00
Complete - 12/1999
Rehab appx 74 If of 12-in swr pipe by HDPE lining
547 W. 140th Street, Gardena, CA 90248
($887.25)
116
fi City of EI Cajon - Petree St & Pierce St. Easement
Bert W. Salas Inc. 6191502-7711
$176.035.00
Complete - 03/2000
Rehab ap xp lfi9' of 36' & 155' of 71"x 47" by CIPP fining
10748 Keith St., Santee, CA 92071
117
5 City of Los Angeles - LA EQ RPR U-240
Prkacin Co. 9491495-4849
EQ Rpr U240
$45,000.00
Complete - 04/2000
Rehab appx 1500 If of 8-in swr pipe by HDPE lining
28691 Placida Ave., Laguna Niguel. CA 92677
(S4,744.25)
118
5 City of Los Angeles - LA EQ RPR U-216
Prkacin Co. 949/495.4849
E2002064 to
$107,634.00
Complete - 01/2001
Rehab appx 3002'-B-in by HDPE lining
28691 Placida Ave.. Laguna Niguel. CA 92677
E2002074
$58,320.00
Add appx 1,244 If of 8-in per City
U-Liner West and National Liner West
divisions of ZZ LINER I NC., License no. 669620-A
1999 PROFILE
JOB .# CODE
PROJECT NAME & LOCATION
OWNER and/or GENERAL CONTRACTOR
CONTRACT
AMOUNT
OPEN/COMPLETE
1999
84 5.6
L. A. Earthquake Repair SWRS U-221
M. Grbavac Construction for City of Los Angeles 626/355-1350
$39.371.00
Complete - 07/1999
City of Los Angeles
1235 Ramona Rd., Arcadia, CA 91006
$35.024.50
85 5,6
Basin III Sewer Lining Project, no. 7545
City of Redondo Beach Steve Huang 310/318-0661
#7545
$69.540.00
Complete - 06/99
City of Redondo Beach
415 Diamond Street, Redondo Beach, CA 90277
$2.380 00
86 6
i5,456 if - 15' and 216 If - 18' CIPP Lining
Cal -Southwest for City of San Diego John Brito 619/586-9293
174911
$335,295.00
Complete - 12199
Chollas Valley Trunk Sewer Ph.l. San Diego
8996 Miramar Rd.. #210. San Diego, CA 92126
($13,416.00)
87 6
•3,510 If -"12- and 2.574 - 18' CIPP
Clarke Contracting for City of Santa Monica, Ca 3101542-7724
Proj. 7 & 7A
$5,DOD.00
Complete
IRpr Equake Damaged Sanitary Sewer, Santa Manica
4646 Manhattan Beach BI, Lawndale, CA 90260
88 5
City of L.A. EO U-198 W.O. #E2001957-1959.2047
Tomovich Construction for City of Los Angeles 6261443-3627
E2001957.1959
$99,684.00
Complete - 0711999
Mid -City area of Los Angeles P99-025
926 Durfee Ave. So El Monte, CA 91733
2047
($226.60)
89 5,6
' 1982 t - 8-1 318 1- 1 F / 650 H - 15" CiPP 112.0289 6- HDFIL
City of Chino Nabil Kassih 909/627-4577 x-366
E99-79
$834,762.00
Complete - 0711999
City of Chino Sewer Improvements FY 1998-1999
13220 Central Ave., Chino, CA 91710
$33.939.00
90 5
City of Buena Park
City of Buena Park Chris Ludlum 7141562-3500
PO # 1000 12
$116,879.00
Complete - 0711999
Lining of Existing Swr Mains 1998-1999 various
6650 Beach Btvd, Buena Park, CA 90620
$638.00
91 5
L.A. County Public Works - 91st St. Sanitary Sewers
L.A. County Public Works 6261458-3118
$594.060.00
Complete - 12/1999
Rehab appx 13.645'- 8-in / 2,500%15-in HDPE lining
900 So. Fremont Ave, Alhambra, CA 91803
($77,834.54)
92 5
City of Los Angeles L.A. EO-228
Tornovich Construction for City of Los Angeles 6261443-3627
E2002148 to
$144,951.00
Complete - 02/2000
Rehab appx 4,500 If of 8` & 10' HDPE lining
926 Durfee Ave. So El Monte, CA 91733
E2002154
93 5
City of L.A. - Slauson Ave & Hillcrest Dr.
Tomovich Construction for City of Los Angeles 626/443-3627
E2000952
$20.580.00
Complete - 0911999
Rehab 490 If - 10-in by HDPE lining
926 Durfee Ave. So El Monte, CA 91733
$1,124,42
94 5
City of San Clemente
City of San Clemente Gary Voborsky 9491498-2533
19603
$35,392.00
Complete - 0811999
Boys and Giris Club Sewer Rehab
910 Calle Negocio, San Clemente, CA 92673
$41.416.00
95 5
City of Los Angeles Bridle Trail Sewer Rehab
City of Los Angeles C.Bemard Galpm/Kiran Vasa 2131847-8850
E2000199
$594,060.00
Complete - 12/1999
Rehab appx 3.871 If - 8-in by HDPE lining
433 So. Spring St, Ste. 600, Los Angeles, CA 90013
($65,558.24)
96 5
City of Los Angeles - NOS Vanowen St Swr Rehab
City of Los Angeles C.Bemard GalpirdKiran Vasa 213/847-8850
E2001544
$391,575.00
Complete-0512000
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. 818/834-1000
E6000514
$105,189.00
Complete - 0312000
Rehab appx 1.257 If - 12' & 508 If - 10' HDPE lining
12087-10 No. Lopez Canyon Rd., San Fernando, Ca 91342
& E2002411
$665.00
98 6
City of Rialto
City of Rialto Art 9091820-2530
Proj #555
$262.347 25
Complete - 08/2000
Rehab appx 7.587 If of 8' sewer mains by CIPP lining
150 So. Palm Ave., Rialto, CA 92376
P0#2000-0323
99 5
City of San Diego - Sewer Group 641
BRH-Garver Inc. for City of San Diego 6191265-0537
K99230C
$38.875.00
Complete - 1212000
Rehab 500 If of 6' sewer pipe by HDPE lining
6974 Mission Gorge Road, San Diego CA 92120
$29,776.50
100 5
City of San Diego - Group 634 Swr Main Replacement
Cal -Southwest for City of San Diego John Brito 619/586-9293
K99242C
$71.463 00
Complete - 1211999
Rehab 1.116 If of 6' and 8' sewer pipe by HDPE lining
8996 Miramar Rd., #210, San Diego. CA 92126
($3.1 18.40)
U-Liner West and National Liner West
divisions of ZZ LINER I NC., License no. 669620-A
1998
PROFILE
— JOB #
CODE
PROJECT NAME & LOCATION
-
OWNER and/or GENERAL CONTRACTOR
CONTRACT
AMOUNT
OPEN/COMPLETE
1998
69
5
Engle & Co Metal Processors
Engle & Co. Metal Processors Paul Segal. 2131569-81 11
$11,000.00
Complete - 04198
Los Angeles Plant
8440 So. Alameda Street, Los Angeles. CA 90001
70
6
:14.000 If of 8- to 15' CIPP J
Colich & Sons for USAF, Sgt McLaughlin 8051734-8232 x68437
$760,000.00
Complete - 01/99
Vandenburg AFB_ Vandenburg. CA
547 W 140th Street, Gardena. CA 90248
$23,822.00
71
5
Hon Industries
Hon Industries 3191262-7565
$16,605.00
Complete - 05/98
Los Angeles Plant
505 Ford Ave., Muscatine, to 52761
72
5
Victorville Prisons
Bali Construction for Victorville Prisons 818/442-8003
$3.799.60
Complete - 05/98
Victorville, CA
P.O. Box 3095. So. El Monte, CA 91733
73
5,6
Diego Group 529 272 if - 30" CIPP
Dietrich Corp. for City of San Diego Ed Shoemaker 6191447-4800
$144.208.00
Complete - 2199
ISan
Buchanan Canyon j
1243 Greenfield Drive, Suite H. El Cajon, CA 92021
$18,195.09
74
C&S - Bear -on St / Manchester
Job Cancelled
75
Ocean Trails
Jab Cancelled
76
J&C Underground - misc.
Job Cancelled
77
5
City of Burbank, Ph II
Williams Supply for City of Burbank 8051654-8202
$451,498.00
Complete - 07/2000
Earthquake Repair - Damaged Sewers, Bid 993
2368 Eastman Ave., Ste 2, Ventura, CA 93003
$827.366.34
78
5,6
City of National City Storm Drain Rehab
City of National City 619/336-4200
Spec 98-3
$208.240.00
Complete - 07/1999
Rehab
1243 National City Blvd, National City, CA 91950
($52.886.50)
79
6
704 If - 16' and 282 if - 24' CIPP I
City of San Clemente Ben Parker 9491498-2533
$273.755.00
Complete - 1/99
Storm Drain Rehab Proj, San Clemente, CA J
910 Calle Negocio, San Clemente. CA 92673
$5,229.50
80
6
270 If of 18' CIPP
Harty Pipelines. Inc. for City of San Francisco
$29.600.00
Complete - 2199
Pine/Delancy St. # CW-121, San Francisco, CA
4085 19th Ave., San Francisco, CA 94132
$5.956.00
81
5
Whitley Terrace
G. Grbavac Construction for L. A. Public Works 626/442.2356
P98-113
$157,200.00
Complete - 02199
City of Los Angeles
10519 Freer Street, Temple City, CA Gordon Grbavac
82
5
City of Burbank. Ph III, Bid no. 1001
Williams Supply for City of Burbank 8051654-8202
$1,411,050.00
Complete - 07/2000
Rehab appx 47,035 If of 8-in HDPE lining
2368 Eastman Ave„ Ste 2, Ventura, CA 93003
$445,775.67
83
5
City of Oakland 3.136 If - 8' HDPE Lining
D'Arcy & Harty Construction, Inc. for City of Oakland 415IM-5200
C-70810
$141,750.00
Complete - 10/99
#C70810 Shepherd Cyn/Snake/Saroni/Robles
1300 Carroll Avenue. San Francisco. CA 94124
($6,676.00)
1=sewer, 2=slorm
drain, 3=Waler. 5=HDPE lining, 6=CIPP lining
Total 12 projocts. Average Contract amt: $406,290.65
TOTAL 1998:
$4,875.487.70
U-Liner West and National Liner West
divisions of ZZ 1.1 NER INC., License no. 669620-A
1997
PROFILE
JOB #
CODE
PROJECT NAME & LOCATION
OWNER and/or GENERAL CONTRACTOR
CONTRACT
AMOUNT
OPENICOMPLETE
1997
52
Seaside & Linden, Long Beach
City of Long Beach - Water Dept.
#703000
$18.750.00
Complete 0&97
Repair Storm Drain
1800 E. Wardlow, Long Beach, Ca.
53
2,5
Wilmington U 13 & U 14 Sewer Rehab-
City of Los Angeles 2131847-6327
C-95505
$814.664.00
Complete 04/98
Wilmington U 16A Concrete Sewer Replacment
600 S Spring St„ Los Angeles
($27,915.00)
54
3,5
Sewer and Water Group Job 618
City of San Diego Saeed Askari 6191627-3263
$979.936.00
Complete 04198
Spec. 6802
10W Second Ave. #500, San Diego, CA 92101
(3107,731.00)
55
1,5
Sewer Rehabilitation
City of Compton John Burton 310/605-5505
SEWIC97-004
$453.624.00
Complete 10197
4836 LF 8` and 6' HDPE pipe lining
205 South Willowbrook Ave, Compton, CA 90220.
($24,317.00)
56
5
Sanitary Sewer Improvements in
City of Simi Valley John Behjan 8051583-6404
SV 97-26
$110.921.00
Complete OW97
Ranctio Santa Susama Community Park
2929 Tapo Canyon Road, Simi Valley 93063
($7,874.00)
57
1,5
North Harbor Unit 1 Sewer Rehabilitation
City of Los Angeles 2131847-6327
#C-95606
$349,909.00
Complete 04/98
164th & Vermont W.O. E2000858
600 S. Spring St., Los Angeles
($6.368.00)
5634 LF lining, 255 LF replacement
58
5
Sewer Rehab - Group 645
City of San Diego - Mahmoud Oriqat 619/624-3262
W.O.#173101
$865.961.00
Complete - 03/99
9485 Aero Drive, San Diego. CA 92123
$13.925.00
59
5
Sanitary Sewer Rehab
City of Monterey Park 8181307-1346
Req 42-PU
$15,810.00
Complete - 10/97
Casuda Canyon Drive & Corporate Center Dr.
320 W. Newmark Avenue, Monterey Park. CA 91754
60
5
L.A. Earthquake EQ U-206
Colich & Sons for City of L.A. 213/770-2920
$278,500.00
Complete - 04198
South Las Angeles. CA
547 W. 140th St., Gardena, CA 90248
61
5
San Diego Group 622
Ortiz Corporation for the City of San Diego 619/482-4288
$49.692.00
Complete - 07/98
P.O. Box 5574, Chula Vista, CA 91912
62
5
Whittier Boulevard, et at Sanitary Sewer
County of L. A, Public Works Daniel Heald 6261458-3122
Cash #1955
$34.220.00
Complete - 01M
Cash Contract no. 1955
P.O. Box 1460. Alhambra, CA 91802.1460
63
5
job cancelled
$0.00
Job Cancelled
64
5
L.A. Earthquake Repair U-215
Colich & Sons for City of L.A. 2131770-2920
$230,414.00
Complete - 05198
West L.A. - La Cienega
547 W. 140th St.. Gardena. CA 90248
65
5
L.A. Earthquake Repair U-222
Tomovich & Assoc. for the City of L.A.D.P.W. 6261443-3627
$57.156.00
Complete - 05198
Sherman Oaks
926 Durfee Ave., So. El Monte. CA 91733
66
5
L.A. Earthquake Repair U-217
Rondeau/Phelps JV for the City of L.A D.P.W. 510/577.6740
$229.914.00
Complete - 06/98
North L.A. - Arleta
6603 San Leandro St.. Oakland, CA 94621
($4,500.00)
67
5
L.A. Earthquake Repair U-214
Williams Supply for City of L.A. D.P.W. 805/654-8202
$50,531.00
Complete - 06/98
LA. - Los Fsliz Area
2368 Eastman Ave.. Ste 2, Ventura. CA 93003
68
5
L.A. Earthquake Repair U-195
Williams Supply for the City of L.A. D P.W. 8051654-8202
$84.366.00
Complete - 07/98
L.A. - Sunsol & Western
2368 Eastman Ave., Ste 2, Ventura. CA 93003
Total 16 projocts. Average Contract amt: $278,724.25
TOTAL 1997:
$4,459,588.00
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 AMOUNT OPEN/COMPLETE
1996
42 5 Sewer Group 76 Suncoast Pipeline Inc. (for City of San Diego) #1045-2 $40.512.00 Complete 04197
San Diego 6643 Convoy St.. San Diego, Ca.
6191495-0580
44
5
1995 Long Beach Rehabilitation
City of Long Beach - Water Dept.
#ND-2075
1800 E. Wardlow. Long Beach, Ca.
45
5
Phase V Sanitary Sewer Rehabilitation
City of Palo Alto - Silvia Santos
937763
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 213R70-2920
47
5
Eagle Rock Sewer Rehabilitation
City of Los Angeles 213/847-6327
600 S. Spring St., Los Angeles
48
5
1995-96 Sewer Main Replacement
Andes Construction (for Redwood City) Dan Mayorga
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 Askad 6191627-3263
6' & 8' sewer lines in canyons
9485 Aero Drive. San Diego. CA 92123
50
5
Sewer Group 80
City of San Diego - Sseed Ashari
#287256
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
Oakland
5305 E. 12th St., Oakland, Ca. 94601
Dan Mayorga 5101536-7832
Total 9 projects. Averago Contract amt: $643,880.
TOTAL 1996:
$732,918.00 Complete 09/96
$1,774,455.00 Complete 11/97
$12.600.00 Complete - 1997
$1.124.452.00 Complete - 1997
$400,000.00 Complete 11196
$795.329.00 Complete 05197
($63,293.00)
$935.744.00 Complete 05197
$21.406.00
$20,800.00 Complete 03/97
$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
AMOUNT
OPEN/COMPLETE
_
1995
25
5
Goodrich Blvd. Sanitary Sewers
County of Los Angeles
#CM30170
$41.462.00
complete 1195
ACOP No 29 Commerce
900 S Fremont, Alhambra. CA
26
5
Broadway Sewer Replacement Project
City of Los Angeles 2131847-6327
#C-91 185
$39.087.00
complete
93rd & Colden
600 S Spring St., Los Angeles
27
5
Sanitary Sewer Rehab 1994
Bayshore Sanitary District
$183,178.00
complete 2/95
San Mateo
36 Industrial Way, Brisbane, CA 94005
28
5
Sewer Rehab. C52230 & 52240
Andes Construction (for City of Oakland)
$146.250.00
complete 9/96
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
$377,282.00
complete 1 1/95
City of Santa Barbara Public Works
721 Carpenteria St., Santa Barbara
31
5
Coated Steel Tank
Continental Mentime of San Diego
$9,200.00
complete 12194
1995 Bay Front, San Diego, CA 92113
33
5
MTD Unit 1
Los Angeles Engineering
$23.835.00
complete
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
$60,740.00
complete 3/95
San Gabriel
532 W. Mission Dr., San Gabriel, Ca.
36
5
Request Street Manhole Rehab.
Valley Sanitary District 619/347-9979
N018-95
$10.454.00
complete
Indio
45-500 Van Buren. Indio, Ca. 92201
37
5
San Jose Rehabilitation 4th Street Sani-
M & G Construction (for City of San Jose)
$101,545.00
complete 12/96
tary Sewer
3 Heather Way, Larkspur. CA 94939
38
5
Emergency sewer repair
City of Long Beach - Water Dept.
PO #67014-95
$27,900.00
complete 5195
1800 Wardlow Rd., Long Beach
39
5
Altawood Drain
County of Los Angeles Keiji Smith
$84,318.00
complete 5195
Altadens
900 So. Fremont, Alhambra, Ca.
40
5
Project C52230
Andes Construction (for City of Oakland)
$299,200.00
complete 1/96
Oakland
5305 E. 12th Street, Oakland. Ca. 94602
41
5
Phase IV Sanitary Sewer Rehabilitation
City of Palo Alto
#C5074899
$1,110.719.00
complete 8/96
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
AMOUNT
OPEN/COMPLETE
1994
12
City of San Diego - Public Works
442703
$250.000.00
complete
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
$633.130.00
complete 2/95
WD 23.94
1800 Wardlow Rd., Long Beach
15
5
Sewer Group 492
City of San Diego
$127,895.00
complete 5195
City of San Diego
1010 Second Ave. #500
San Diego. Ca. 92101
16
5
Sewer Group 99
El Cajon Grading (for the City of San Diego)
#6601
$19.307.00
complete
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.)
$198,750.00
complete
Los Arabis Dr., LaFayette
555 Exchange Court
Livermore, Ca. 94550 5IM73-8370
18
5
8" sewer lining for County of Los
Milan Grbavac Const. Co., inc..
$24,062.00
complete 7194
Angeles Public Works Project
P.O. Box 660219, Arcadia. Ca. 91106
19
5
Sewer Main Relining SP1383
Colich & Sons (for City of Santa Monica)
$307.9S4.50
complete 10195
Santa Monica
547 W. 140th Street. Gardena, Ca. 90248
213l770-2920
20
5
Emergency Repair 6" sump line
City of Long Beach - Water Dept.
$39,000.00
complete 10/95
1800 Wardlow Rd., Long Beach
21
5
Project P:096
Cox Construction (for Naval Air Station)
#941631-1
$474.404.00
complete 8196
Naval Air Station - San Diego
3170 Scott St., Vista, Ca. 92083
619/727.9020
22
5
Group 72A
City of San Diego
$237.497.00
complete 101%
Mission Hills
1010 Second Ave, #500
San Diego, Ca, 92101
23
5
Casita Way Sewer Rehabilitation
J F Pacific Liners (for City of Sacramento)
$10.725.00
complete 11/94
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)
$33.495,50
complete 12/95
Geer Ave. & Homeside
9316 Klingerman, So. El Monte, Ca. 91733
Total 12 projects. Average contract amt: 196,355.
TOTAL 1994
$2,356,260.00
U-Liner West and National Liner Wesi
divisions of ZZ LINER INC., License no. 669620-A
1993 PROFILE
_ JOB #
CODE
PROJECT NAME & LOCATION
OWNER and/or GENERAL CONTRACTOR
CONTRACT AMOUNT
OPEN/COMPLETE
t993
1
5
Vermont Ave. Sanitary Sewer
Colich & Sons (for County of Las Angeles)
$269.136.00
complete 1993
phase II Los Angeles
547 W. 140th Street, Gardena, Ca. 90248
213i770-2920
2
5
Atwater District Mainline Sewer
Colich & Sons (for City of Los Angeles)
$66.850.00
complete 8193
547 W. 140th Street, Gardena. Ca. 90248
213/770.2920
3
5
Sewer Rehab. $, Repair
National City
$140.343.00
complete 10193
Proj. 93-10 CIP 2013
1243 National City Blvd
National City, Ca.
4
5
Line 8" pipe
F S A Dairy of Calif. Inc.
Private $25.000.00
complete
691 Inyo Street (P.O. Box 578)
Newrnan, Ca. 95860
5
5
Rehab. 6" sewer tine
Bakersfield Public Works Dept.
$234,110.00
complete
Westchester Area
1501 Truxton Ave.
Bakersfield, Ca. 93301 805/326.3724
6
5
Second Street Bridge
City of Long Beach - Water Dept.
WD-1961 $85.140.00
complete 1993
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: $136,781
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
TOTAL 1993
MC 1324 $24.101.00 complete 12193
#93-24 $167.768.00 complete
#93-38 $223,391.50 complete
#6111 $268,750.00 complete
$1.504,589.50
PipeUne
Systems
March 11, 1999
To Whom It May Concern:
TM
This is to certify that CSR Pipeline Systems/Pipe Liners, Inc., the owner of the U-Liner' pipe
rehabilitation system, has licensed U-Liner West, Inc. as the exclusive installer of U-Liner for
the state of California. U-Liner West, Inc. has fulfilled all of the necessary training and
requirements and is further certified to be proficient in the installation of U-Liner.
Sincerely,
Richard L. Jakovac
Vice President
Sales and Marketing
RLJ:mch
16701 Greenspoint Park Drive, Suite 350, P.O. Box 60297, Houston.Texas 77205-0297
Business: (281) 872-3500. Fax: (281) 423-2483
Website: %%ww.csrpipesystems.com wwwcsrpo;ypipe.com
BOARD OF PUBLIC WORKS
MEMBERS
ELLMN S'MIN
PFCSIDEhT
VA•_ER'E _YNNE S-IA''N
vICE-P?ESIGENT
M E -RED `.•ART;%===z
PF.ES'GEN' FRG- T ='.'
TO•D.A ELRNET7
MAR EEL MAM,?
,,A"1'ES A a:3S
SECPE-;,;;Y
CITY OF Los ANGELES
CALIFORNIA
Chris Scarratt
U-Liner .•Test
225'Third Street:, S'.__re _
Long Beach, C . 90802
Dear Mr. Scarrat :
RICHARD J- RIORDAN
MAYOR
January . , 1999
Re: U-Liner Sewer Chemical Resistance Tests
CEPARTvEN` CF
PU9_.C'N0RKS
BUREAU OF
ENGINEERING
T;-I0':ASK CCti,NER.
-I- y _.1 G uE=_R..
650 SOJT-' SF'giNG S` . 5-;TE
_OSAh___ CA9:.::':�'•9
VE
BAN 1 3 '999
JOB $
W.O. BDO01460
Th_- su_:rarizes SSP,,;C <1.. -2 . . 3 tests performed bv_ our ;genera- Ser - ices
Tes-:i-a Laborato:ry. "Je are attaching -ab Report No. 99-514-38, dated
December _�, 1990, for ycur use. The "TT-L=ner" pipe r.a-erla- ss-. _ the
Igovacor-rD-200'i-H resin performed :.el- and.has qua--f_ed for use -__ _tv
of Los yrge-es se'::ers on a aria- basis. _ he trial demonstrazion pericd
W--1 end once the insta? -ed orod}:ct -s sho.an to rout-nely ac^i_: e .e
properties o= the test cc:.:pons.
change. Passe:.
2) Retention cf Rardness: Passed.
3:! Ret=nticn of Ter-s ti..rencth: Passed.
4) Ret,.__t_cr_ of cicngazior_. NTargi__a" , sc-.e react-c__ zo 3 a-_.. .._
hydroxide and 1% bleach.
1-f '_iCU a'_ an- :�.°St1C.^.S, D1SaSe CC��aC� ug, wee -� 2_- 1 84. -8_ _
THC). S K. CCJTti-F.
Ci E gir_e�r
by Ci r T, . RobMns , _ngi _eer = u -gr_
Str::ct. r a I & Ceocech___ca_ End--' peer= is L- . =__tn
A:tzac:-me:-:_s Lab Nc. 99-51: 38)
cc: K. Nina, General Services - _MS 54C .�/ out attach_.
Sh_cji, vS= - M/S 536 wlou:
��C�EBa Z :ti5 TC T—E _.T%' E%,GI.'J=ER
AN EQUAL EMPLOYMENT OPPORTUNITY — AFFIRMATIVE ACTION EMPLOYER
■
SAFEC06
BID BOND
KNOW ALL BY THESE PRESENTS. That we,
ZZ LINER. INC.
SAFECO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY OF AMERICA
FIRST NATIONAL INSURANCE COMPANY OF AMERICA
HOME OFFICE: SAFECO PLAZA
of 539 West 140th Street Gardena CA 90248 thereinafter called the Principal),
as Principal, and SAFECO INSURANCE COMPANY OF AMERICA
(hereinafter called the Surety), as Surety are held and firmly bound unto
CITY OF HUNTINGTON BEACH
2000 Main St. Huntington Beach CA 92648
(hereinafter called the Obligee) in the penal sum of
Ten percent of amount bid. Dollars (5 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 Miscellaneous Sewer Lining Project - Phase 1
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 scaled this 1st day of March 2002
J ZZ LINER, INC. (Seal)
Principal
Jc e Ann Armi j o Witness Z.
Chr s D. Scarratt, President Title
Lisa L. Thor ton Witness
SAFECO INSURANCE CPMPANY OF AMERICA
OAVw�By
ar Lee V1 Attorney -in -Fact
ID Registered trademark of SAFECO Corporation.
vil
CALIFQRNM BALL-PU,RP0 E;�ACKN..OSNLEDGMENT +_ 91
State of California
County of Los Angeles
On March 1, 2002 before me, Martha A. Gonzales, Notary Public,
personally appeared Clarice Lee 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
N� a 6
NGTAqY PUBLIC - CALIFORNIA
LGS ANGELS COUNTY Martha A. Gonzales
My Comm. Expires Oct. 5. 2G05
S A F E C a POWER SAFECO Insurance Company
Pa eoR 3a52e
F21 OF ATTORNEY Seattle. WA 96"24.1526
No. 6843
KNOW 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; L;SA L. THORNTON; TRACY ASTON; NIARIA PLNA; HARRIET LAMBELL; BETTY WALKER; SIARINA TAPIA:
TOM BRANIGAN: CLARICE LEE; Los Angeles, Cali;omiatt..............................t............................................. 0............. to...........
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 INSURANCE COMPANY OF AMERICA have each executed and
attested these presents
this t 61h
day of August . 201
-4R 4 Le- LQI� � CI
R.A. PIERSON, SECRETARY MIKE MPOAVICK, PRESIDENT
CERTIFICATE
Extractfrom 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 Preside,IIl appointed for that
purpose by the officer In charge of surety operallons, shalt each have authority to appoint individuals as attomeys-in-fact cr under other appropriate litles with authority to
execute on behalf of the company fidelity 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 ;he seal shad nct
to necessaryto the validity of any such instrument or undertaking,"
Extractfrom a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA
and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 26, 1970.
"0n any certificate executed bythe Secretaryor 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-atomey appointment, executed pursuanttherato, and
(iil) Certifying that said power-of-attomoyappolntrnent is in full force and effect,
the signature of the certifying officer may be by facsimile, and the seat 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 tn:e and
correct, and that both the By -Laws, the Resolution andthe Power of Attorney are still in full force and effect.
IN WITNESS WHEREOF, I have hereunto setmy hand and affixed the facsimile seal of said corporation
this 1st day of :March , 2002
JAL
�leofWas A R.A. PIERSON, SECRETARY
S-0974rSAEF 2I01
F, A regi5terea traCemart of SAFECO Corporal on
6!t&'Ot PCF
b.
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of Los Angeles
On March 4th, 2002 before me, Joyce Ann Armijo, Notary Public ,
Date Name and Title of Officer (e.g.. 'Jane Doe, Notary Pjhlit:')
personally appeared Chris A. Scarratt
Narne(s) of Sgner;s)
,g personally known tome — to be the personal
whose named is/are subscribed to the within instrument
and acknowledged to me that he/sheAhey executed the
same in his/4@644oO authorized capacity{iee}, and that by
his/**A44e0 signatures on the instrument the personal,
or the entity upon behalf of which the personal acted,
N .,RM, O executed the instrument.
255938
WITNESS my hand and official seal.
S, p r ` Cd�o�ryungty�yyy//yJy/yyy,,��.����
S.gnature of Notary PiU6<ic
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons retying 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:
El
�i
C
El
D
Individual
Corporate Officer
Title(s):
Partner — �D Limited General
Attorney -in -Fact
Trustee
Guardian or Conservator
Other:
Signer Is Representing:
RIGHT THUMBPRINT
OF SIGNER
Number of Pages:
Signer's Name:
Individual
Corporate Officer
Title(s):
Partner — ❑ Limited = General
Attorney -in -Fact
Trustee
Guardian or Conservator
Other:
Signer Is Representing
RIGHT THUMBPRINT
OF SIGNER
0 1995 Natiora 'votary Assoc-aticr • 8236 Rernmet Ave-, o 0 Box 7184 • Canoga Park. CA 91309-7! 84 Prod No 5907 Reorder: Call Tos-Free 1-600-876.6827
Alo
))U=LINEJt
U-Liner Structural Calculations
Date:
Project:
Location:
[-Liner Licensee:
Design Alternate.
VERSION 2.2 5/1/2000
3/5l2DD2 Designer:
U-Liner ID No.
Wa a Lon
Misc Sewer Lining Project Phase 1
Huntington Beach, CA
U-Lfner West
L-Liner
Existing Pipe. Site, and Liner_Desion Information
Pipe Diameter a
8 Inches
Burial Depth a
20 feet
Groundwater Depth=
15.0 feet
Above Pipe Invert
Unit Solt Weight u
120 pcf
E a(Loro Term Modulus)
41,800 psi
Es SOIL MODULUS a
1000 psi
( Es ranges from 700 psi to 2000 psi ]
Pipeline Ovality a
2.00 %
( Enter anticipated ovality of the existing pipe }
LL (,EOte_r 1. 2 or 3)
1 1
1 Live Load =AASHTO MS-20 (1); RR(2); Airport (3)
U-Liner Design Summary
Selected U-Liner OR br Installation
U-Liner Wall Thickness
Minimum Wall thickness for Buckling
Minimum DR based on Buckling
Calculated Estimated Liner Deflection
Minimum vs. Actual Wall Area
Calculated Wall Strain
Hydraulic Efficiency ( %
26 ( Nominal)
0.308 inches ( Nominal)
0.182 inches
43.96
0.578 %
0.018 0.308
1.07 %
102.78 %
U-Liner Design
Is DR greater than
26.0 OK
3/' O02
Page 1 3/5/2002
i e oad
Lhm Load =AASHTO HS-20 (1); RR(2); Airport (3) 0.00 PSI
Dead Load - Marston Earth Load 2.14 PSI
Hydrostatic Load = (62.4' Groundwater )1 144 - 0.50 PSI
Total Load s Earth Load + Hydrostatic Load + Live Load 8.64 Psi (Qt)
The CRITICAL BUCKLING STRESS N ( Safety Factor j = 2 17.27 PSI
Deflection Calculation
The deflection of the liner will be calculated using the Modified Spangler Equation.
Plpe&i mess — El —SPS
SOUStiffness r 3 E
s
I - t
3
12
�
Diameter — t
r
2
Y 0 0.05 Inches
Iwo 0.58 %
Water 8
Empirical Coefficient of Elastic
Nate: The Ovality Factor A = YID % + Exiab
RH, =1- 0.3 Hw
H -)
Wall thickness t = 0.782 Inches
MI imam DR = 43.96
is DR greater than 26.0 oK
Where :
DI = Deflection Lag Factor (1.00)
K = Bedding Constant (0,10)
W= Marston Load ( Ibs.! in.)
E - Long Term Modulus ( psi )
Es = Sol] Modulus ( 700to 2000 psi see sht. 1)
DR = Dimension Ratio
ATV - Pipe to Soil Stiffness correction
SPS = 0.001419
ATV Value = 1.698
is found from the AN
table based upon the SPS
f Factor = 0.79
Factors 0.75
0.48
Jvality %
B= 1
1+U-0.06111)
t-0.721" lqr) a
C" EpR,.B'"Er
3M002
Page 2 3/5/2002
InImurn Wa I Area Based oo Ca save Stress
irrz _ (SFX1.5DEADLOAD+L67L"L9AM
AREA( in 0.9" 2"HDB ( HDO Design Value a 1600 psi)
( Safety Factor a 2 )
Area 0.018 In. lin.
19ndlog Strain al o
The calculation for ring banding strain Is an Important calculation for the long term performance
of the designed pipe finer. The allowable long term strain sorvee as a control for the allowable
deflection. The current AASHTO Design for flexible pipe sets a design limit on bending strain
to 5%.
Where: -Df — Sh apeFactor 70
STRAIN = D ift - Thlckness(!n. ) 0.308
f D D A — Defleetlon(ln.) 0.206
Dm — Mea"Vlameter (in.) 7.692
Strain - 1.0722 %
!f Strain < 5.00A then chosen thickness is OK
HydraullcCa-):zacity 5 j �ulat[on
The Hydraulic capacity calculation is a comparison of the existing sewer capacity with the new line capacity
considering the d1farent Manning values and the smaller lined pipe diameter. Full flow condition assumed.
Manning Coefficient for the existing line
Manning Coefficient for Um new line e
Pipe Slope
Q` 1A86A*Rj3S 2
Q ( existing) n Gfs
Q ( Lined) a 1.621 efs
0.014
0.011
0.02 fdit
Assumed 0.02 ft./IL If not given
Rl s Hydraulic Radius n
0.167
R2 . Hydraulic Radius a
0.154
Al a Area(existing) =
0.349
A2 - Area ( Lined ) =
0.297
Flow Capacity Increase - 2.78 x
these calculations have been prepared using accepted
errglneerfng pnfmipfes for the design of underground piping
systems. They are based on the information from the project
plans and spedfiestlo" Review and approval is the responsibility
of the design engineer.
Page 3
yid
m n
u NO. C 05801 m
Cr. Exp. 60
sjq CIV11�'
2
3/5/2002
r1%!j)KJ=LINE1t
U-Liner Structural Calculations
Date:
Project.
Location:
U-Liner Licensee:
Design Alternate:
VERSION 2.2 5/1/2000
3/5/2002 Designer:
U=Liner ID No.
Wayne Lon
Misc Sewer Lining Project Phase 1
Huntington Beach CA
U-[,finer West
U-Liner
Existing PiPe, Site and Li er Design information
Pipe Diameter 7
10 Inches
Burial Depth =
15 Beet
Groundwater Depth=
7.0 feet
Unit Solt Weight;
120 pCt
E c(Long Term Modulus)
41,800 psi
Es SOIL MODULUS ¢
1000 PSI
Pipeline Ovality a
2.00 %
LL (Enter 1. 2 or 31
1
Above Pipe Invert
( Es ranges from 700 psi to 2000 psi )
[ Enter anticipated ovatity of the existing pipe )
-ive Load RAASHTO HS 20 (1); RR(2); Airport (3)
-Liner Design Summary
Selected U-Liner DR for Installation
U-Liner Wall Thickness
Minimum Wall thickness for Buckling
Minimum DR based on Buckling
Calculated Estimated Liner Deflection
Minimum vs. Actual Wall Area
Calculated Wall Strain
Hydraulic Efficiency (% }
26 ( Nominal )
0.385 Inches ( Nominal )
0.177 Inches
56.65
0.715 %
0.028 0.385
1.13 %
102.78 %
U-Liner Des!n
Is DR greater than
26.0 OK
3,SW02
Page 1 3/5/2002
L- vet- Load
Live Load GAASHTO HS-20 (1); RR(2); Airport (3) 0.00 PSI
Dead Load a Marston Earth Load 2.96 PSI
Hydrostatic Load - (62.4" Groundwater )1 144 3.03 PSI
Total Load a Earth Load + Hydrostatic Load + Live Load 6.06 PSI NQ
Tire CRITICAL BUCKLING STRESS a N ( Safety Factor) 2 11.36 PSI
Deflection Calculation
The deflection of the liner vrlll be calculated using the Modified Spangler Equation.
Where:
PilpeSilffness _ EI = SPS
Sa71Stiffness r 3 ES
I _ t
3
12
Diameter — t
r=
2
Y'= 0.07 Inches
Y/D 0.72 %
Water 8
Em Irical Coefficient of Elastic
The bvality Factor A = _. Y/D_ % + Exietii
1 ovata100
y = }} _
><+ t00)
Rw 1-0 (��H--)
Wali thickness t a o.177 Inches
Whimum DR 50,651
is DR greater than 26.0 ox
DI Deflection Lag Factor (1.00)
K Bedding Constant (0.10)
We Marston Load (&sl in.)
E a Lang Term Modulus ( psi )
Es Soil Modulus ( 700 to 2000 psi see sht. 1)
DR s Dimension Ratio
AN o Pipe to Soil Stiffness correction
SPS - 0.001419
A TV value = 1.698
Is found from the ATV
table based upon the SPS
r Factors o.78
Factors 0.86
s 0.40
)vallty %
Page 2
B1
=
1 + 4e-0.061 H)
t_0.721• N"4t 3
3/5/2002
MInimum Wall Area Based on Com save Stress
AREA in, SF 1.SDEADLOAD + 1.67LIVELOAD
(HDt3 Design Value n 1800 psi)
In 0.4 * 2 * HDB
( Safety Factor ■ 2 )
Area = 0.028 In. fin.
The calculation for ring handing strain is an Importard calculation for the long term performance
of the designed pipe liner. The allowable long term strain serves as a oontrol for the allowable
deflection. The current AASHTO Design for flexlbte pipe nets a design limit on bending strain
to 5*L
t A Where: Dj — ShapeFacror 10
STRAIN = Dr D D I e 0.385 Thtclriresa(In.)
e ® Dejlecdon(Im. ) 0.272
Dm a MearrDla�segler(IH.) 9.695
Strain o 1.1296 %
ff Strain < 5.0% then chosen thickness is OK
HWmullc Caldacity Calculation
The Hydraulic capacity calculation 1s a comparison of the existing sewer capacity with the new line capacity
considering the ditmrt Manning values and the smelter lined pipe diameter. Full flow candllon assumed.
Manning CooP[lcicnt for the existing line n
Manning Coeffielent for the new line a
Pipe Slope a
Q_ 1A86A*R313s
Al
Q ( existing i b 2. 1 cfs
Q (Lined) • 2.940 cis
0.014
0.011
0.02 f fit
Assumed 0.02 ft.►(t. If not given
R1 a Hydraulic Radius a
0.208
R2 - Hydraulic Radius a
0.192
Al = Area( existing)
0.545
A2 a Ares ( Lined ) a
0.464
Flow CaE2city Increase o 2.76 %
Tihase cakuhWons have been prepared using accepted
engMeerfng principles fray ire design of underground piping
systems. They are based on the IrMonraflon from the project
plans and specMeatom Review and appmval is the ►esponsiblMly
of Lhe design engineer.
Page 3
r
m
W NO. C 058238 r"
Exp. 6-30-02
s� C10-�Q" i
OF CAI.Y
V5�1
3/5/2002
1,T�VmLINEk
U-Liner Structural Calculations
Date :
Project:
Location:
U-Liner Licensee:
Design Alternate:
VERSION 2.2 51U2000
3/6l2002 Designer:
U-Liner ID No.
Wa ne Lan
Misc Sewer Lining Project Phase 1
Huntington Beach, CA
U-Liner West
U-Liner
Existing Pipe. Site. and Lina DesiaLtInfMation
Pipe Diameter a
12 Inches
Burial Depth a
15 !'Bet
Groundwater Depth=
7.0 feet
Unit Sail Weight Q
120 paf
E n(t.onp Tenn Modulus)
41,800 psi
Es SOIL MODULUS n
1000 psi
Pipeline Ovality a
2.00 %
LL (Enter 1. 2 or 31
1
Pipe Invert
( Es ranges from 700 psi to 2000 psi )
( Enter anticipated ovality of the existing pipe )
-ive Load-AASHTO 14S-20 (1); RR(2); Airport (3)
-Liner Design Summary
Selected U-Liner DR for Installation
U-Liner Wall Thickness
Minimum Wall thickness for Buckling
Minimum DR based on Buckling
Calculated Estimated Liner Deflection
Minimum vs. Actual Wall Area
Calculated Wall Strain
Hydraulic Efficiency ( % )
26 ( Nominal )
0.462 Inches i(Nominal)
0.225 inches
53.37
0.849 %
0.039 0.462
1.19 %
102.78 %
U-Liner Deslan
Is DR greater than
26.0 oK
318%2002
Page 1 3/6/2002
I e Load
Live Load-AASHTO HS-20 (1): RR(2): Airport (3) 0.00 PSI
Dead Land d Marston Earth Load 3.14 PSI
Hydrostatic Load o (62.4' Groundwater) 1144 n 3.03 PSI
Total Load - Earth Load + Hydrostatic Load + Lhre Load 0.17 PSI NO
The CRITICAL BUCKLING STRESS N ( SafetyFactor) = 2 IL35 PSI
Deflection gaLgulafion
The deflection of the liner will be calculated using the Modified Spangler Equation.
Poestl f'ness _ El SPS
SallStiff ness r 3 E
s
lYt
3
T 12
�
Diameter — t
r
2
Y = 0.10 Inches
YID m 0.85 %
Water B
Ernplrical Coefficient of Elastic
The Ovality Factor c1 = YID % + Faostii
Rw _ 1-0.3 lHwl
H)
Wall fhkLaess If - o.225 Inches
Minimum D = 53.37
Is DR greater than 26.0 oK
Where :
Of o Deflection Lag Factor (1.00 )
K a Bedding Constant (0.10)
Ww Marston Load ( Ibs.1 in.)
E; a Long Term Modulus ( Psi )
Es = Soil Modulus (700 to 2DD0 psi see sht. 1)
DR a Dimenslon Ratio
ATV a Pipe to Soil StErms correction
SPS a 0.001419
ATV Value = 1.698
is found from the ATV
table based upon the SPS
f Factor 0.77
Factor- O.W
a 0.40
)vality %
Page 2
1
1 + 4e-0.06gH)
1-0.7211, (N•4t=.
C• EI.R,.H' • E,
3/6/2002
Minim m Wall rea Based on Goin-P-r—emlye S#Vss
in' SF L5DEADLOAD + i.G7LIVELOAD
AREA( In—) 0.9 " 2' HDB (Ma Design value o 1600 Psi)
( Safety Factor e 2 ]
Area 0.039 in. An.
Bendino §IMID Ca
The calculation for ring bending strain Is an important calculation for the WV term perlbrmence
of the dssignod pipe liner. The allowable tong term strain serves as a control for the sllomble
deflection. The current AASHTO Design far flexible pipe Sets a design limit on bending strain
to 5%.
Where: f Sh apeFaator 10
STRAIN = D f t — ThIcknessUn.) 0.462
e — Zh-flecffon(In.) 0.342
D,n — MeanAlanreter(in.) 11.538
Strain a 1.1852 °Ifo
1f Strain < 5.055 then chosen thickness is OK
The Hydraulic capacity calculation Is a compaAson of the existing sewer capacity with the new line capaclty
considering the dftrent Manning values and the smaller lined pipe diameter. Full flow cand1lon assumed.
Manning Coefficient for the existing line =
Manning Coefficient for the new line a
Pipe Slope 0
Q= 1.486A*R23sY
Al
Q ( existing) 4.655 era
Q ( Lined) a 4.784 Oft
Flow Capacity Increase = 2.78 x
0.014
0.011
0.02 alit Assumed 0.02 kilt. if not given
R1 a Hydraulic Radius - 0.250
R2 d Hydraulic Radius - 0.231
Al a Area( existing) . 0.785
A2 - Area ( Lined ) 0.669
These cokulatlans have been p xkwed Mft accepted
engineering prkwWw for the design of underground piping
syste ns. They are based on the hdbnaellon from the project
plans and speNllcadons. Review and approval is the responsibility
of the design engineer.
Page 3
P.E.
z
w NO. C 058238 m
CC P. ti-30-02 �
s�q clv%%. �P
3MQ002
rTo)UmLINEk
U-Liner Structural Calculations
Date:
Project.
Location:
U-Uner Licensee:
Design Aitemate:
VERSION 2.2 511r2"
3/B/2002 Designer.
LLUner ID No.
Wa a Lon
Misc Sewer Lining Pro ect Phase 1
Huntington Beach, CA
U Liner West
LLLiner
gXistlM Pipe. Site. and Liner Design Information
Pipe Diameter
15 Inches
Burial Depth n
15 feet
Oroundwater Depths
1.0 feet
unit soil Woight c
120 pef
is %Long Term Modutusj
41,800 pat
Es SOIL MODULUS a
1000 psi
Pipeline Ovality =
2.00 %
L!. (Enter 1,, _ or 3)
1
Pipe Invert
( Es ranges from 700 psi to 2000 psi )
( Enter anticipated ovality of the existing pipe )
.ive Load nAASHTO H& 20 (1); W2): Airport (3)
U-Liner Design Summary
Selected U-i.iner DR for Installation
U-Liner Wall Thickness
Minimum Wall thickness for Buckling
Minimum DR based on Buckling
Calculated Estimated Liner Deflection
Minimum vs. Actual Wall Area
Calculated Wall Strain
Hydraulic Efficiency (% )
26 ( Nominal )
0.577 inches ( Nominal )
0.303 inches
49.46
1.035 %
0.060 0.577
1.26 %
102.78 %
U-Liner Design
DR greater than
26.0 ox
3AM002
Page 1 3/6/2002
Live Load0
Live Load =AASHTO HB-20 (1): RR(2): Airport M 0.00 PSI
Head Load a Marston Earth Load 3.83 PSI
Hydreetatic Load d (62.4' Groundwater) / 144 a 3.03 PSI
Total Load o Earth Load + Hydrostatic Load + Lhre Load 6.86 PSI (qt)
The CRITICAL WOKUNO STRESS a N ( Safety Factor) = 2 13.73 PSI
Deflection Cafcuiation
The deflection of the liner will be calculated using the Modified Spangler Eguatbn.
Plpe&iffi:ess — El T SPS
SoilStiffhess r 3 ES
l—t
3
12
=
Diameter — t
r
2
Y = 0.16 Inches
YID A 1.04 %
water a
Empirical Coefficient of Elastic
Factor A = YID % + F696
3
' 100
-40-0)
=1- 0.33 H
Wall thickness t = a303 Inches
Min! u 49,401
Is DR greater than 26.0 o►c
Where
DI = Defledion Lag Factor (1.00)
K p Bedding Constant (0.10)
W= Marston Load ( Ibs./ in.)
E e Long Term Modulus ( psi )
Es . Soil Modulus ( 700 to 2000 psi am sit. 1)
DR R Dimension Ratio
ATV - Pipe to Solt Sttt ms c onvdion
SPS - 0.001419
ATV Valve = 1.698
is found from the ATV
table based upon the SPS
I Factor a 0.70
Factor= 0.88
a 0.40
MINN 96
Page 2
B= 1
1 + 4e`o.46s(A)
t
t-0.721" (N`Qt)= 3
C. ErRw.B' +Rs�_
3WO02
3I612002
M1111mUM J8La11 Area Based on Compressive SkM
Irr2 _�X1.5DEADL0AD+1.G7 fv L0AD)
AJ?EA( in) ' 0.9. 2 • HDB (HW Design Value a 1000 psi)
(Safaty Factor a 2 )
Area = 0.060 In. /in.
12VAna Strain Calculation
The calculation for ring bending strain Is an important oatoulation for the long term performance
of the designed pipe liner. The allowable, long term strain serves as a control for the allowable
deNdction. The current AASHTO Design for flexible pipe seta a design limit on bending strain
to 596.
t e Whom: 10
STRAIN = D f D D s Thlcliness(ln.) 0.577
e - Defrecrlan(in. ) 0.455
D„� m MeanDfamerer(1n.) 14.423
Strain = 1.2627 %
If Sinin < 5.0SG then chosen thickness fs OK
Hy,¢MUjL QDacity g&Lgjafton
The Hydraulic capacity calculation Is a comparison of the existing sawar capacity with the new line capacity
considering the dit nw t (Nanning values and the smaller lined pipe diameter. Full flow condition assumed.
Manning Coefficient for the existing line a
Manning Coefficient for the new line a
pipe Slope a
IA86 A a R313SY
Q ( oxisting 8.446 oft
Q ( lined ) e 8."i oft
Flow Capacity Increase - 2.78 %
0.014
0.011
0.02 flft Assumed 0.02 Ult. if not given
R1 a Hydraulic Radius - 0.313
R2 - Hydraulic Radius - 0.288
Al a Area(existing) a 1.227
A2 a Area ( Lined ) b 1.045
These cakWaBons have been prepared using acespted
enghwering prfnclples for the design of underground piping
systems. They are based on tyre InIftirn adw tram the project
pleas and speclficadons. Review and approval Is the responalbillty
of the design engineer.
Page 3
14.
ca m ,� � �-
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Exp.8-30-02 ,
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MARSH USA INC.
CERT,IFiGATE:OF'INSURAN CIE U oxain� oa
LZ9O111
hROPYCSR
T1ili CIATWICATI Ili Ii6U90 At A NATT94 OF IMFORMATl6N ONLT Ale cONFsat
µarsh F1.l6k & Insurance SerYless
''{` NO 91011711 UPON TNaCBRTMIDATN 11OLOea ernlR THAN TNOst PI OMOSO IN Till
4515 MacArthur CourL Suite 700
�' CN MLICY. TRW GRATIFICAT5 0094 NOT AEIINO, IXTIND ON 4161I11 INN COYfaAGI
(949) 399-5800
j g Arronpeo aT ins POucitt posolueto NIstIR,
tlu�
Licertae 004371 S3
44 COMPANIES AFFORDING COVERAGE
Newport Beach. CA 92660
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$tom bpi. �i4 caMPANY
00058.0"0• F^(6� dl L�3�— 3
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1. �- I A Westchester Firs Insurance Company_
IN6UIIID
_Z
I COMPANY
ZZ Liner. Inc. and trs divisions
I 8. Stale Compensation insurance Fund CA
tJ-Liner West & National Liner West
539 W 140m Street
COMPANY
Gardena. CA 90246
C
COMPANY
O
COVERAGES This cerlitk4le supersedes and replaces any previously issued caiTAt:ate for the PQIICV period notes helawt.
THIS IS TO CERTIFY THAT POUCII:S OP INSURANCE DkWkef l) 4EREIN 4AVII DEER ISSIA11. TO THE INSURED NAMED HEREIN FAR THE POLICY PERIOD im=ATEO.
NOTVATHSTANDWO ANY REOLIMEMENT, TERM OR CONDITION OF ANY CONTRACT OR OTWA DOCUMENT WITH RESPECT TO YMICH THE CERTIFICATE MAY BE ISSUEn OR Mllr
PERfAim fHE inSLOiAnCE AFFORDED 8T Ing POLVES DESCRMEJ) HT 61M IS SLDIEr:T TO ALL THE TRRMS, CONDITR INS ANA EXCLUSIONS OF SUCH IrOtICIES UNITS SHONM
MAY HAvE KEEN hEDI,CEO 9Y P■ID CLAw1S
&e I TY/E OF IMSYRAMCE
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A L:ULIAO:NCIAL GhNhNAL L AWLI I I GLA683098 12114101 12114102 T OUCTS - CONPIOP AGG S 1,000,000
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DESCRIPTION OF OPERATall 3ILOCA110N6MEHICG/er6+1G1AL IYBNL$ ILIMITa NAY ORBuIJECT TO 09OUCT106e604 4ErfNT(OR11
Re: Jab 0187, Cash Contract #117Et [Miscellaneous Sewer Lining Project, Phase 1) - City of Hunlingion Beaeh, its officers, elected and appoimed Dr6eials.
amplayeas. agents and veluniaera are named as addiWonol insured as Their inlelect may appear. as required Dy written contract A waiver of subrogation
applies for workers compensatiort
CIER.TIPICATE HOLDER
CANCELLATION
gm)uLA A V OF TW POLICEa MICAL /$O HEPEIN De CANCELLED SEF6115 THII EXPIRATION OAT[ THNIOJ.
Tiff 'NAIAHN AFFOPOAG COYLMOC RL c4&NIiWVJ `wi. _SQ paYA FATTEN mare To TId
City of MunUnglon Beach
CEATIF�CATIL natOAA hAMAO nrNE4/1, enas1111XF YA"M106x1eEaX�kVAM
Attn: Robert A. Martinez
Consiruchon Manager
Sri+tniel•aara+ur�tatl►tk4tta7Nqurrr
2000 Main Street
XAAA4xxxxxxxxxxAJixx)ix1LxXXx7L xxxUMxXxxxx
MANOR UOA INC.
Huntington Beach. CA 92648
my: Stephen Flynn
MjG1119tBoI ._•_ ..:. ��.:.... ............ -VALIDAS'OF:0610 ='`
MAI. rui u4Irn1J iJ•LJ 1mon
I I.IJ• J7 J VJJ v s I r • vvv
POLICY NUMBER, GLA681091I COMMERCIAL GENERAL LIABILITY Coal
ALT PA
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TI.11S ENDORSEMENT CHANGES THE POLICY. PLEASE READ rr CAREFULLY.
ADDITIONAL, INSURED - OWNERS, LESSEES OR
CONTRACTORS (FORM B)
This endorsement modifies insurancu provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART.
SCHEDULE
Name of Person or Organization: City of Huntington Beach, Its oftleers, elected and
appointed officials, empinyees, agents and volunteers.
(If no entry appears above. information required to complete this endorsement will be shown
in the Declarations 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; oul oP"your
work" for that insured by or for you.
RIMARY INSURAN-a: It is agreed that such insurance as afforded by this policy for the
benefit of the additional Insured shall be primary Insurance as respects any claim, loss or
liability arising directly or indirectly from the Insured's operations and any other Insurance
maintained by the additional insured shall be non-contributory with the insurance provider!
hereunder.
CG 20 10 85 Copyright, Insurance Service Office, Inc., 1994
N
SAFECO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY OF AMERICA
FIRST NATIONAL INSURANCE COMPANY OF AAiERICA
HOME OFFICE: SAFECO PLAZA
SEAraE, WASHINGTON 08r85
Bond No. 6099237
PERFORMANCE BOND
Conforms with The American lnstftuts of Architects
-A.IA. document No. A-311
KNOW ALL BY THESE PRESENTS; that
(Here insert full name and address or too We of contractor)
ZZ LINER, INC.
539 West 140th Street
Gardena CA 90248
as Principal, hereinafter called Contractor, and, SAFECO INSURANCE COMPANY OF AMERICA
(Here Insert to name and address or legal Gpe of Surety)
SAFECO Plaza
Seattle WA 98185
as Surety, hereinafter called Surety, are held and firmly bound unto
(Here insert trill name and address or legal tips of Owner]
CITY OF HUNTINGTON BEACH
2000 Main St.
Huntington Beach CA 92648
as Obligee, hereinafter called Owner, in the amount of
Seven Hundred Ninety Six Thousand Four Hundred Ninety Nine and 001100 Dollars (S 796,499.00 }.
for the payment whereof Contractor and Surety bind themselves, their heirs, executors. administrators, successors and assigns, jointly
and severally, firmly by these presents.
WHEREAS,ZZ LINER, INC.
Contractor has by written agret:ment dated April 15th , 2002 , entered into a contract
with Owner for
Miscellaneous Sewer Lining Project - Phase 1 Cash
Contract No. 1178
in accordance with Drawings and Specifications prepared by
(Hero Insert hill name, address and description of project)
(Here trawl hill name and address or legal title of Architect)
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
Page t of 2
0 Raplrered trademark of SAFECO Caporalian.
PERFORMANCE BOND
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said
Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect.
The Surety hereby waives notice of any alteration or
extension of time made by the Owner.
Whenever Contractor shall be, and declared by Owner to be
in default under the Contract, the Owner having performed
Owner's obligations thereunder, the Surety may promptly remedy
the default. or shall promptly
1) Complete the Contract in accordance with its terms and
conditions, or
2) Obtain a bid or bids for completing the Contract in accordance
with its terms and conditions, and upon determination by Surety of
the lowest responsible bidder, or, if the Owner elects, upon
determination by the Owner and the Surety jointly of the lowest
responsible bidder, arrange for a contract between such bidder and
Owner, and make available as Work progresses (even though there
should be a default or a succession of defaults under the
Signed and sealed this 7th day of
1?y: J`ry-L.Y CL _.tic:_.1cy
(Witness)
contract or contracts of completion arranged under this paragraph)
sufficient funds to pay the cost of completion less the balance of the
contract price; but not exceeding, including other costs and
damages for which the Surety may be liable hereunder, the amount
set forth in the first paragraph hereof. The term "balance of the
contract price," as used in this paragraph, shall mean the total
amount payable by Owner to Contractor under the Contract and any
amendments thereto, less the amount properly paid by Owner to
Contractor,
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 Owner named herein or
the heirs, executors, administrators or successors of the Owner.
May
, 2002
(Seal)
f(Principal)
` U
Chris D. Scarratt, President (Title)
SAFECO INSURANCE COMPANY OF AMERICA Sesl
{ / / (Surety)
x-2 - �,///
Page 2 of 2
(Title)
ICALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT . . .1
State of California
County of Los Angeles
On 14a 7, 2002 before me, Martha A. Gonzales, Nota[y
Public, personally appeared Clarice Lee 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 signatures) 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 S
N COPOM. r1323886
Q :�•� 40TARY PUBLIC • CALIFORNIA N
C 7 '� LOS A%GELES COLATY
My Ccmm. Expires Oct. 5, 20,5 Martha A. Gonzales
I
M
LABOR AND MATERIAL PAYMENT
BOND Conforms with The American Institute of Architects
A.I.A. Document No. A-311
SAFECO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY OF AMERICA
FIRST NATIONAL INSURANCE COMPANY OF AMERICA
HOME OFFICE: SAFECO PLAZA
SEATTLE. WASNWGTON 98185
Bond No. 6099237
THIS BOND IS ISSUED SIMULTANEOUSLY NTH PERFORMANCE BOND IN FAVOR OF THE
OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT
KNOW ALL BY THESE PRESENTS: that
(Hers insert full name and address or legal title of ContraclM
ZZ LINER, INC.
539 West 140th Street
Gardena CA 90248
as Principal, hereinafter called Principal, and, SAFECO INSURANCE COMPANY OF AMERICA
(Here Insert full name and address or tegal title of Surety)
SAFECO Plaza
Seattle WA 98185
as Surety, hereinafter called Surety, are held and firmly bound unto
(Hero insert full name and address or legal tide of Owner)
CITY OF HUNTINGTON BEACH
2000 Main St.
Huntington Beach CA 92648
as Obligee, hereinafter called Owner, for the use and benclit of claimants as hereinbelow defined, in the amount of
Seven Hundred Ninety Six Thousand Four Hundred Ninety Nine and 001100Dollars (S 796,499.00 )
for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and
severally, firmly by these presents.
WHEREAS, ZZ LINER, INC.
Principal has by written agreement dated April 15th , 2002 , entered into a contract
with Owner for
Miscellaneous Sewer Lining Project - Phase 1 Cash
Contract No. 1178
in accordance with Drawings and Specifications prepared by
(Hare insert Rdl name, address and description of project)
(Here insert W name and address or legal tdie of Architect)
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract,
Page t of 2
ReglsMW Iratlemerk o/SAFECO Corporation.
LABOR AND MATERIAL PAYMENT BOND
NOW, THMFOPE, THE CONDITION OF THIS OBLIGATION is such that, if Principal shall promptly make payment to all claimants as hereinafter
defined. for all labor and material used or reasonably required for use in the performance of the Contract, then this obligation shall be void: otherwise it shall
remain in full force and effect, subject, however, to the following conditions:
1. A claimant is defined as one having a direct contract with the
Principal or with a Subcontractor of the Principal for labor, material, or
both, used or reasonably required for use in the performance of the
Contract, labor and material being construed to include that part of water,
gas, power, light, heat, oil, gasoline, telephone service or rental of
equipment directly applicable to the Contract.
2. The above named Principal and Surety hereby jointly and
severally agree with the Owner that every claimant as herein defined, who
has not been paid in full before the expiration of a period of ninety (90)
days after the date on which the last of such claimant's work or labor was
done or performed, or materials were fumished by such claimant, may sue
on this bond for the use of such claimant, prosecute the suit to final
judgment for such sum or sums as may be justly due claimant, and have
execution thereon. The Owner shall not be liable for the payment of any
costs or expenses of any such suit.
3. No suit or action shall be commenced hereunder by any claimant -
a) Unless claimant, other than one having a direct contract with the
Principal, shall have given written notice to any two of the following. the
Principal, the Owner, or the Surety above named, within ninety (90) days
after such claimant did or performed the Iasi of the work or labor, or
furnished the last of the materials for which said claim is made, stating
with substantial accuracy the amount claimed and the name of the party to
whom the materials
were furnished, or for whom the work or labor was done or performed.
Such notice shall be served by mailing the same by registered mail or
certified mail, postage prepaid, in an envelope addressed to the Principal.
Owner or Surety, at any plate when: an ofTice is regularly maintained for
the transaction of business, or served in any manner in which legal process
may be served in the state in which the aforesaid project is located. save
that such service need not be made by a public officer.
b) After the expiration of one (1) year fallowing the date on which
Principal ceased Work on said Contract, it being understood, however, that
if any limitation embodied in this bond is prohibited by any law controlling
the construction hereof such limitation shall be deemed to be amended so
as to be equal to the minimum period of limitation permined by such law.
c) Other than in a state court of competent jurisdiction in and for the county
or other political subdivision of the state in which the Project, or any part
thereof is situated, or in the United States District Court for the district in
which the Project, or any part thereof, is situated, and not elsewhere.
4. The amount of this bond shall be reduced by and to the extent of
any payment or payments made in good faith hereunder, inclusive of the
payment by Surety of mechanics' liens which may be filed of record against
said improvement, whether or not claim for the amount of such lien be
presented under and against this bond.
Signed and sealed this 7th day of May , 2002 .
(Witness)
(0 71
Lisa L. Th ton (Witness)
By: Del :uy City .. . r....
Page 2 of 2
Chris D. Scarratt, President (Title)
SAFECO INSURANCE COMPANY OF AMERICA Seal
r (Surety�' KA&L— /Ifz
rice Lee Attorney-in-Fact(Title)
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of Los Angeles
On May 7, 2002 before me, Martha A. Gonzales Notary
Public, personally appeared Clarice Lee 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 x
OOMM. # 1323686
NOTARY F09'_!C • LPLIFCnN'A co
LOS ANGELES COLNT+
my Comm. 'rxpues Oct. 6, 21
Martha A. Gonzales
SAFEW
SAFECO INSURANCE COMPANY OF AMERICA
GENERAL INSURANCE COMPANY OF AMERICA
FIRST NATIONAL INSURANCE COMPANY OF AMERICA
HOME OFFICE. SAFECO PLAZA
MAINTENANCE BOND Bond 6099237
KNOW ALL BY THESE PRESENTS, That we, 2Z LINER, INC.
539 West 140th Street Gardena Q6 2QZ48
as Principal, and SAFECO INSURANCE COMPANY OF AMERICA
a corporation organized under the laws of the State of Washington and duly authorized to do business in
the State of CA , as Surety, are held and firmly bound unto
CITY OF HUNTINGTON BEACH
as Obligee, in the penal sum of
Seven Hundred Ninety Six Thousand Four Hundred Ninety Nine and 001100 (S 796,499.00 )
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
CRY OF HUNTINGTON BEACH dated 4/15102
for Miscellaneous Sewer Lining Project - Phase 1 Cash
Contract No. 1178
WHEREAS, said Contract has been completed, and was approved on
day of April I ZQ02
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the Principal shall guarantee that the work
will be free of any defective materials or workmanship which became apparent during the period of
1 Year years) following completion of the Contract then this obligation shall be void, otherwise to remain in
full force and effect, provided however, any additional warranty or guarantee whether expressed or implied is extended by the
Principal or Manufacturer only, and the Surety assumes no liability for such a guarantee.
Signed and sealed this 7th �- day of May 02
LINER,72 (Seal)
(Seal)
y r s �carrarest ent
(Seal)
SAFECO INSURANPE COMPANY 2F AMERICA
By
Clarice Lea Attorney -in -Fact
6 RegdlMad tradamark of SAFECO Corporalion.
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of Los Angeles
On May 1, 2002 before me, Martha A. Gonzales, Notary
Public, personally appeared Clarice Lee 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.
MAUI-AA. GONZALES �
r
La
�0'hM.#1323886
r.,
v�� b h',^'.:.aY PJ6LIC - CALIFORNIA co
T �c •fr Y` ! OS ANGELES COU4TY
4ty Comm. Expires Oct. 5.2005
Martha A. Gonzales
S- A F E C O' POWER POeaSAFECO tn,urance Company
Rp . 14528
y OF ATTORNEY Stall* WA 98t24_152e
No. 6843
KNOW ALL BY THESE PRESENTS:
Thal SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a W ashirgton corporation, does each hereby
appoint
..."'E. S. ALBRECHT, JR.; C. K. NAKANIUAA; LISA L. THOR r'TON; TRACY ASTON; MARIA PENA: HARRIET LAMBELL; BETTY WALKER; MARINA TAPIA;
TOM SRANiGhN CLARiCE LEE Loa Articles Califomia•.....................................................................................................
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 INSURANCE COMPANY OF AMERICA have each executed and
attested these presents
this Ibth day of August 2001
Gam
R.A. PIERSON, SECRETARY MIKE 1NPGAVICK, 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 Presidept appointed for that
purpose by the Ofticer In charge of surety operations, shall each haveauthofity to appointindlviduals as atlomeys-in-factor under other appropriate titleswith authorityto
execute on behalf of the company fldeilty and surety bonds and other documents of similar charactar Issued by the company In the course of its buslness...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 cc
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 cerdficala executed bythe Secretary or an assistant secretary of the Company salting out,
(1) The provislons of Article V, Section 13 of the By -Laws, and
(4) A copy of the power-cf.attomay appointment, executed pumuani thereto, and
(iii) Certifying that said power-of•attomeyappointmanl is in full force and effect,
the signature of the certifying officer may De by facsimile, and the seat of the Company may be a facsimile thereof."
1, 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 311I1 in full force and effect.
IN WITNESS WHEREOF, I have hereunto setmy hand and affixed the facsimile seal of said corporation
this 7th day of May 2002
CMPOy1
E
svinvo)o�
SEAT
L7
\o 'sf
R.A. PIERSON, SECRETARY
S-097i1SAEF 2101
® A regtslered trademark of SAFECO COMMA110n
Erlel0l POF
ZZ LINER, INC.
539 WEST 140T" STREET
GARDENA, CA 90248
LICENSE # 669620-A
a
co
r
,
u,
CITY OF I IUNTINGTON BEACH
_a-
CITY CLERK'S OFFICE, 2N° FLOOR
2000 MAIN STREET
_
d
HUNTINGTON BEACH, CA 92648
BID ENCLOSED
MISCELLANEOUS SEWER LINING PROJECT PHASE I
BID DATE 03/05/2002 p 2:00 PM
cr,
It's eating away at our underground pipe infrastructure:
corrosion, wear and tear and the complex effects of time.
Thousands of miles of damaged sewer, water. and gas pipes
in the U.S. are in immediate need of repair. It is an issue that
has huge economic and environmental implications and is
quickly surpassing the nation's ability to rectify the problem.
The traditional solution to this problem is the costly task of
excavating and replacing the damaged pipe. Fortunately there
are new innovative technologies. One of them is U-Liner®, a
proven, leading method of trenchless technology that offers
a safe and economical solution to pipeline rehabilitation and
renovation.
Made of high density polyethylene (HDPE) U-Liner is
deformed at our manufacturing facility into a `U" shape
approximately one-half the diameter of the host pipe. At the
installation site, the U-Liner is pulled through the damaged
host pipe and then reformed to securely fit the shape of the
host pipe. The end result is a structurally sound "pipe within
a pipe" that offers a true 'Jointless" installation.
U-Liner is deformed for easier installation.
A sophisticated monitoring system provides un-
matched cleaning and inspection.
TURNKEY PROCESS INSURES PROPER
INSTALLATION
Prior to any installation, U-Liner Pipe is specially designed
and manufactured for your project. Made in continuous
lengths, the pipe is deformed and wound on a reel, or coiled,
for easy transport. Once on the job site, the damaged host
pipe is flushed to remove any blockage or debris. After a
closed circuit TV camera inspects the line, the U-Liner Pipe
is pulled through an upstream manhole by cable from the
downstream manhole. It is then cut for processing. A patented
heat/pressure method is used to reform the U-Liner to fit the
shape of the host pipe. Service connections are then restored
with a remote controlled lateral
cutter.
The entire process is
accomplished quickly, with little
or no disruption to surface
activity. Flow is usually restored
within a matter of hours, not
days: as is usually the case with
traditional remove and replace
methods. U-Liner has an
engineering design life in
excess of 50 years.
Independent university long-
term hydrostatic testing has
proven the short and long-term
performance of U-Liner.
The U-Liner Advantage:
• 100% high density polyetl
• Resistant to chemicals, gi
Smooth surface improves
Williams of 155, Manning
• Seamless construction - r
• Meets ASTM material, ins
standards
• Environmentally safe, no
into water table
• 50+ year design life, 2:1
• Structurally sound and de
• Factory defined physical 1
not rely on field controller
produce the physical prop
During installation, a patented head/perssure method is used
to reform the U-Liner pipe to fit the shape of the host pipe.
TRENCHLESS TECHNOLOGY HELPS
PROTECT THE ENVIRONMENT
Because the U-Liner Pipe rehabilitation method is a
completely trenchless operation, the negative environmental
impact associated with excavation is eliminated.
With U-Liner Pipe, it is possible to rehabilitate existing
pipelines and provide indirect environmental benefits at the
same time. Air pollution from dust and gases stirred by
excavation is reduced. Nearby cables and utility lines will not
be broken or cut. The contamination of surrounding soil or
the presence of groundwater from corroded. leaking pipe is
no longer a problem because of the
corrosion reisitant properties of U-
lene (HDPE)
es, abrasion and cracking
ow capacity (Hazen
o. of 0.009)
joints to leak
Ilation & manufacturing
irmful by-products to leak
fety factor
gned for direct burial
)perties - the product does
;hemical reaction to
ties of the product
Liner Pipe.
APPROVED FOR
NATURAL GAS AND
INDUSTRIAL PIPELINES
Since U-Liner Pipe is impervious to
the passage of chemicals, gases
and liquids, it is the perfect solution
to damaged sewer: natural gas and
industrial process pipe -lines. With
U-Liner's seamless construction
and ductile properties, leaky joints
and structural cracks are virtually
eliminated. That adds up to
decades of safe operating pipelines
and a damage free environment.
High density polyethylene (HDPE) has been accepted and
used for environmentally sensitive projects for over 50 years.
It has also been found that the surface smoothness and
abrasion resistance of HDPE pipe improves flow capacity
and prevents the sticking of grease and other materials to
the inner wall of the pipe.
A RECOGNIZED STANDARD IN THE
INDUSTRY
Available in diameters ranging from 4" to 18", the U-Liner
Pipe is made of high density polyethylene (HDPE-3408) and
if required, medium density polyethylene (MDPE-2406). U-
Liner also meets all ASTM standards including (F 1533-94
and F 1606-95) standards and specifications for deformed/
reformed polyethylene liner pipe.
U-Liner is listed with:
• EPA
• PPI
• GREENBOOK
• NASSCO
• NUCA
• ASTM
• NSF Standard 61
Seamless construction eliminates leaky joints.
Rinker Pipeline Systems, a leading manufacturer and
marketer of plastic pipe and pipeline rehabilitation systems,
is also the second largest producer of pressure rated
polyethylene pipe in the United States. Our commitment to
make a first quality pipe relining technology reflects an
important focus of a company formed to engineer innovative
solutions to piping problems. U-Liner is a proven, cost-
effective and environmentally safe answer to pipeline
rehabilitation and renovation.
Rinker Pipeline Systems has complete engineering and
technical services available to help solve your pipeline
rehabilitation and renovation problems. Call our corporate
office at (800) 344-3744 or the licensed installer nearest you
for more information.
Above Left: Deformed U-Liner Pipe.
Above Right: Reformed U-Liner Pipe to fit the shape of the
host pipe.
Official U-Liner Licensee
Rink"
MATERIALS'"
Pipeline Systems
1539 Jackson Avenue
Suite 220
New Orleans, LA 70130
Toll Free: (800) 344-3744
Web site: www.rinkerpipelinesystems.com
f' ,Company Profile
Page 1 of 2
Company Profile
AM
InsC*TuMraftMMft:3ce
SAFECO INSURANCE COMPANY OF
AMERICA
STATE FILINGS C-2 SAFECO PLAZA
SEATTLE, WA 98185
800-332-3226
Former Names for Company
Old Name: SELECTIVE AUTO & F INS CO AMER Effective Date: 11-02-1953
Agent for Service of Process
BONNIE N. LONG, 17570 BROOKHURST STREET FOUNTAIN VALLEY, CA 92708
Unable to Locate the Agent for Service of Process?
Reference Information
NAIC #:
NAIC Group #:
California Company ID 0:
Date authorized in California:
License Status:
Company Type:
State of Domicile:
24740
0163
1442-3
October 07, 1953
UNLIMITED -NORMAL
Property & Casualty
WASHINGTON
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
FIRE
http:.':'www4.insurance.ca.gov/wuiidb_co_prof utl.get_co_prof?p_EID=3361 5:�281.2002
�Company Profile
Page 2 of 2
LIABILITY
MARINE
MISCELLANEOUS
PLATE GLASS
SPRINKLER
SURETY
TEAM AND VEHICLE
WORKERS' COMPENSATION
Company Complaint Information
Company Performance & Comparison Data
Composite Complaint Studies
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Financial Rating Organizations
Last Revised - May 23, 2002 04:36 PM
Copyright C= California Department of Insurance
Disda i mr
http:Hwww4.insurance.ca.gov/wuu/idb_co_prof ut1.get_co_profi?p_EID=3361 5112$12002
os/-28/02 TUE 14:24 PAX 3103290981
UmLINER
WEST
Trenchless Pipeline Reconstruedon
4 a division of ZZ LiNnit, INc.
' • License No. A-669620 -
May 28, 2002
T0: Mr, Robert Martinez, Project Manager
CITY OF HUNTINGTON BEACH
2000 Main Street
P.O. Box 190
Huntington Beach, California 92t348
Misc. Sewer Lining Project
Cash Contract No. 1178
Our JN 187
Tele:7141536-5431 Fax:714/374-1573
LETTER OF TRANSMITTAL
We are forwarding the following to you:
COZIES DESCRTPTIQN
1 ea Certified Resolution of the Board of Directors authorizing Chris D. Scarratt,
President, to alone sign any and all contracts, bids, bid bonds, performance bonds,
payment bonds and other pertinent documents.
1 ea Statement by Domestic Stock Corporation indicating Chris D. Scarratt as CEO,
Secretary, and CFO.
If you need further information, please do not hesitate to contact the undersigned. Thanks for your
help.
Sincerely,
U-Liner West, a division of ZZ LINER, INC.
��ci�KW Armijo, Accounting Ma ager
4 t4kP7LLLhYNF1U(•TW.b'SiMmi6di cinV Vn
539 West 140th Srreet, Gardena, CA 90248 • (310) 329-8711 - Fax (310) 329-0981
05/28/02 TUE 14:24 FAX 3103290981
State of California
Bill Jones
Secretary of State
STATEMENT BY DOMESTIC STOCK CORPORATION
--,-.,.FI11ng Fee - Please see IM'ii�
IMPORTANT - Read Instructlans B4 'C'aMai ThW
1. 00 NOT PLTSPI PREPRINTED NAME. IF iTEM i IS BLANK, PLEASE ENTER CORPORATE NAME AND NUMESA.
C1716915 DUE DATE 12-31-00 06682S
Z Z LINER, INC.
225 Id THIRD ST STE E
LONG BEACH, CA 90802
This Souce For Fifirig Use Only
IF 'THERE HAS BEEN NO CHANGE IN v-1
1�1� A
CORPORATION ON FILE WITH THE CALIFORNIA-SE&EURY OF ST4tE')1r-.kEKT Gi804 !illIND'PA0C6E0T0 Ia.
2. STREE' ADDRESS OF P.rjr.,4CIPAL EXECUTIVE OFFICE CITY AND STATE ZIP CODE
539 w- 140th Street Gardena, CA 90248-1509
2. STREETADDqESS OF PRINCIPAL, BUSJNESS OFFICE IN CAUFORNIA, IF ANY CITY ZIP CODE
CA
-A. MAILING ADDRESS CITY AND STATe ZIP CODE
539 W. 140th Street Gardena, CA 90248-1509
w
LIST THE NAMES AND COMPLETE ADDRESSES OF THE-FdLLOWING'bFFI-'C"ERS';'U" 0#66 have-th 0 thtee offid . =Iw"
qq7;4r,,,v -
. . . , .7
officer rnav hold more then one office. The appropriate iftle for the of may be aided 1�et 1'.
5 CHIEF EXECUTIVE OPFICERi ADDRESS CITY AND STATE ZIP CODE
Chris D. Scarratt -- 539 W. 140th Street Gardena, CA 90248-1509
6. SECRETARY/ ADDRESS CITY AND STATE ZIP CODE
Chris D. Scarratt 539 W. 140th Street Gardena, CAL 90248-1509
7. CHIEF FINANCIAL OFFICER/ ADDRESS CITY AND STATE ZIP CODE
Chris D. Scarratt 539 W. 140th Street Gardena, CA 90248-1509
d15FIE6+P tvmo gz� (The
LIST THE NAMES AND COMPLETE ADDRESSES OF ALL DIRECTORS, INGILUDIN I Ah 'ALSO OFmt.ER
corporation muSt have one or more directors). A
S. NAME ADDRESS CITY AND STATE ZIP CODE
John M. Colich 539 W. 140th Street Gardena, CA 90248-±509
9. NAME ADDRESS CITY AND STATE Zip CODE
Tom P. Colich 385 Van Ness Ave, #100 Torrance, CA 90501
10. NAME ADDRESS CITY AND STATE ZIP CODE
11. HUMBER OF VACANCIES ON THE BOARD CF DIRECTORS. IF ANY: none
,.2. CHECK THE APPROPRIATE PROVISION BELOW AND NAME THE AGENT FOR SERVICE OF PROCESS:
[XI AN INDIVIDUAL RESIDING IN CAUFORNIA.
I ) A CORPORATION VJM)CH HAS FILED A CFATIFiCATE PURSUANT TO SECTION i SOS OF THE CALIFORNIA CORPORATIONS CODE
AGENT'SNAME.—Chris D. Scarratt
13. ADDRESS OF THE AGENT FOR SERVICE OF PROCESS IN CALIFORNIA. IF AN INOlViDUAL CITY Zip CODE
539 W. 140ch Street Gardena CA 90248
14 DESCRIBE THE TYPE OF BUSINESS OF THE CORPORATION
Trenchless Pipeline Rehabilitation
'5- : DECLARE THAT I HAVE EXAMINED THIS STATEMENT AND TO THE. BEST OF MY KNOWLEDGE AND DZUEF, IT IS TRUE. CORRECT AND WMPLETE.
Chris D. Scarratt Presidenc/Secy 12-05-2000
TYPE OR PRINT NAME OF SIGNING OFFICER OR AGENT ORIGINAL-91-GNATURiff TITLE DATE
SO-200 NIC (REV. 11199) ApprOvdd by Secrerary of Slate
05/28/02 TUTE 14:24 Plx 3105290981
Z003
Z Z Liner, Inc.
Certified Resolution of the Board of Directors
TO WHOM IT MAY CONCERN, the undersigned, being the Secretary of
Z Z Liner, Inc., a California Corporation, certifies and acknowledges the
Board of Directors' continuing consent to the following resolution that was
adopted by unanimous consent of the Board of Directors on January 1, 1996.
Under the Bylaws of Z Z Liner, Inc., this resolution remains in full force and
effect until the Directors declare otherwise.
"RESOLVED, that Chris D. Scarratt, President of Z Z Liner, Inc,, is
authorized under the Bylaws of this Corporation to alone sign any and all
contracts, bids, bid bonds, performance bonds, payment bonds and other
pertinent documents of a business nature, for and on behalf of Z Z Liner, Inc."
As Secretary of Z Z Liner, Inc., I certify that the above Resolution was passed
by the Board of Directors on January 1, 1996 and that this Resolution remains
in full force and effect for a] 1 referenced documents signed hereafter on behalf
of Z Z Liner, Inc. by Claris D. Scarratt.
zu I- 4�4�- —
Barton A. Hornstein, Secretary and Treasurer
Subscribed and sworn (or affirmed) before me this 23`d day of May, 2000, by
Barton A Hornstein, Secretary of Z Z Liner, Inc.
�� O�: 1
T. C. Anderson, Notary Public
T. C. ANDERSON
COMM.
12364"SNOTARY
0---00MM.EXP.
PUBLIC-CALWORNIA
LOS ANGELES COUNTY
SEPT. $4, 2001
Or
CITY OF HUNTINGTON BEACH 0�1 T. F-045 I), DPW
MEETING DATE: 4115102 DEPARTMENT ID
BER: PW 02-028
) -- K. M " APVV
Council/Agency Meeting Held: -OIL
Deferred/Continued to:
Approved Z) and onally Approved 0 Denied
dkQC rk's `nature
Council Meeting Date: 4/15102
Department ID Number: PW 02-028
CITY OF HUNTINGTON BEACH
C
REQUEST FOR ACTION
SUBMITTED TO: HONORABLE MAYOR AND CITY CO NCIL MEMBERS-<c
SUBMITTED BY: RAY SILVER, City Administrator
PREPARED BY: ROBERT F. BEARDSLEY Director of Public Works
SUBJECT: Accept Bid for the Miscellaneous Sewer Lining Project,
Phase I; CC-1178
Statement of Issue, Funding Source, Recommended Action, Alternative Action(s), Analysis, Environmental Status, Attachments)
Statement of I$sue :
Bids for the Miscellaneous Sewer Lining Project, Phase I; CC-1178 were received and
opened publicly on March 5, 2002. Staff recommends award of the contract to Z.Z. Liner,
Inc., the lowest responsive and responsible bidder.
Funding Source :
Funds in the amount of $800,000 are budgeted in the Sewer Service Fund, Sewer Line
Repairs, Account No. 51185201.82600.
Recommended Action : Motion to:
1. Accept the lowest responsive and responsible bid submitted by Z.Z. Liner, Inc., in the
amount of $796,499, and
2. Authorize the Mayor and City Clerk to execute a construction contract with Z.Z. Liner, Inc.
in substantially the same form as the attached sample construction contact.
JJ_,_
ErZ/
WR C A12002102-028 April 15 Broussard (Mist Sewer Lining 1178).doc
4/4/2002 11:46 AM
REQUEST FOR ACTION
MEETING DATE: 4/15/02 DEPARTMENT ID NUMBER: PW 02-028
Alternative Action(s):
Reject all bids and direct staff to re -advertise or abandon the project.
Analysis:
On January 22, 2002, the City Council authorized the advertisement for bids for the
Miscellaneous Sewer Lining Project, Phase I, which consists of lining an estimated 98 sewer
segments identified as points of concern. This project will assist in complying with the
directive of the State Water Quality Resources Board (SWQRB). Bids were received on
March 5, 2002. Staff has reviewed and revised the bids, and they are summarized below in
ascending order:
Biddin-q Contractor Bid Amount
1. Z.Z. Liner, Inc. $796,499.00
2. Sancon Technologies, Inc. $797,258.00
3. Wesco Infrastructure Technology $954,025.00
4. Insituform Technologies, Inc. $991,164.00
References for Z.Z. Liner, Inc., have been reviewed, with favorable results; therefore, staff
recommends that the Council accept the bid from Z.Z. Liner, Inc.
Environmental Status
The Miscellaneous Sewer Lining Project, Phase I is categorically exempt pursuant to Class
1, Section 15301 of CEQA.
Attachment(s):
RCA Author: T. Broussard:jrn, x5247
G:1R C A12002102-028 April 15 Broussard (Misc Sewer Lining 1178).doc-
412I2002 9:53 AM a
ATTACHMENT #1
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Lamtlan.dwg
LOCATION MAP
MISCELLANEOUS SEWER LINING -
PHASE
I
Fes
CITY OF HUNTINGTON BEACH
DEPARTMENT OF PUBLIC WORKS
ATTACHMENT #2
CITY FUNDED CONSTRUCTION CONTRACT BETWEEN
THE CITY OF HUNTINGTON BEACH AND
17O R
TABLE OF CONTENTS
Pam
1.
STATE OF WORK; ACCEPTANCE OF RISK
1
2.
ACCEPTANCE OF CONDITIONS OF WORK; PLANS
2
3.
COMPENSATION
4
4.
COMM ENCEME-N`I' OF PROJECT
4
5.
TIME OF THE ESSENCE
4
6.
CHANGES
5
7.
NOTICE TO PROCEED
5
8.
BONDS
6
9.
WARRANTIES
6
10.
INDEPENDENT CONTRACTOR
7
11,
LIQUIDATED DAMAGES/DELAYS
7
12.
DIFFERING SITE CONDITIONS
8
13.
VARIATIONS IN ESTIMATED QUANTITIES
9
14.
PROGRESS PAYMENTS
10
15.
WITHHELD CONTRACT FUNDS, SUBSTITUTION OF SECURITIES
11
16.
AFFIDAVITS OF SATISFACTION OF CLAIMS
11
17,
WAIVER OF CLAIMS
11
18.
INDEMNIFICATION, DEFENSE, HOLD HARMLESS
11
19.
WORKERS' COMPENSATION INSURANCE
12
20.
INSURANCE
13
21.
CERTIFICATES OF INSURANCE; ADDITIONAL INSURED
14
22.
DEFAULT & TERMINATION
14
23.
TERMINATION FOR CONVENIENCE
15
24,
DISPOSITION OF PLANS, ESTIMATES AND OTHER
15
25.
NON -ASSIGNABILITY
16
26.
CITY EMPLOYEES AND OFFICIALS
16
27.
STOP NOTICES
16
28.
NOTICES
16
29.
SECTION HEADINGS
17
30.
IMMIGRATION
17
31.
LEGAL SERVICES SUBCONTRACTING PROHIBITED
18
32.
ATTORNEY'S FEES
18
33.
INTERPRETATION OF THIS AGREEMENT
18
34.
GOVERNING LAW
19
35.
DUPLICATE ORIGINAL
19
36.
CONSENT
19
37
ENTIRETY
19
jmp.`contracts Lrcup."cftc constl l!3i02
CITY FUNDED CONSTRUCTION CONTRACT BETWEEN
THE CITY OF HUNTINGTON BEACH AND
XG1V
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 fully 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:
I. STATEMI NT 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
agree/forms/city constlrev 10-18-01 1
action of the elements, from any unforeseen difficulties which may arise or be encountered in the
prosecution of 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;
agreenormslcity consurev 10-18-a1 2
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' Dews, Inc., 10801 National
Boulevard, Los Angeles, CA 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.
agreerformslcity constirev 10-18-01 3
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
Dollars (S ), as set forth in
the Contract Documents, to be paid as provided in this Agreement.
4. COMI` PENCEMENT 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
agreefformslcity constlrev 10-1$-01 4
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.
b 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 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 shalt 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 contract price will be adjusted upward or downward accordingly.
7. NOTICE T-O 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.
agree/forms/city consVrev 10-18-01 5
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
contract price to guarantee the CONTRACTOR's faithful performance of the work, and one in
the amount of one hundred percent of the contract price to guarantee payment of all claims for
labor and materials furnished.
In addition, CONTRACTOR shall submit to CITY a bond in the amount of one
hundred percent (100%) of the final contract 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.
agraelformslcity constlrev 10-1 B-01 6
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 CONTRAC-fOR and its officers, agents and employees and all business
licenses, if any, in connection with the PROJECT andlor the services perfonned hereunder.
11. LIQUIDATED DAMAGESiDELAYS
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 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 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 CONfRACTOR. including, but not
agree/forms/city constlrev 10-18-01 7
limited to, acts of God or of the public enemy, (ire, 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 justiN- 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 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-.
agreelformslcfty constlrev 10-18-01 8
(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 conditions, an equitable
adjustment shall be made and the agreement modified in writing
accordingly.
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 CONTRACTOR will be made only for the actual quantities of contract 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.
agree/forms/city constlrev 10-18-0' 9
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 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
agree/forms/city constlrev 10-18-01 10
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 contract 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 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, hIOLD HARMLESS
CONTRACTOR hereby agrees to protect, defend, indemnify and hold harmless
CITY, its officers, elected or appointed officials, employees, agents, and volunteers from and
agreelformslcity constlrev 10-18-01 11
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. CONTRACTOR will conduct all defense at its sole cost and expense
and CITY shall approve selection of CONTRACTOR's counsel. CITY shall be reimbursed for
all costs and attorney's fees incurred by CITY 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.
19. WORKERS' COMPENSATION AND EMPLOYER'S LIABILITY
INSURANCE
Pursuant to California Labor Code Section 186I, 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 perfonnance 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.
agreelformslcity constlrev 10-18-01 12
CONTRACTOR shall require all subcontractors to provide such workers'
compensation and employers 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 general public 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 One Million Dollars ($ I ,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 One Million Dollars ($1,000,000) for this
PROJECT. This polio- shall name CITY, its 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.
agreelformslcity const/rev 10-1g-01 13
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. shall state that the policy is currently in force; and
3. shall promise to provide that such policies will not be canceled or modified
without thirty 00) 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.
CONTRACTOR shall provide a separate copy of the additional insured
endorsement to each of CONTRACTOR's insurance policies, naming CITY. its 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 TERMIT\ATION
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
agree/forms/city constlrev 10-18-01 14
makes an assignment for the benefit of creditors or becornes 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. 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 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 not further obligation to CONTRACTOR.
24. DISPOSITION OF PLANS 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,
agree/forms/city const/rev 10-18-01 15
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. N'ONASSIGNABILITY
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 ADMI>\ISTRATIVE 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 tiled in excess of two (2), regardless of whether or not CITY is
named in an action to 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. NOTICI---.S
Any notices, certificates, or other communications hereunder shall be given either
by personal delivery to COT\TRACTOR's agent (as designated in Section I hereinabove) or to
CITY as the situation shall warrant, or by enclosing the same in a sealed envelope, postage
agreelformslcity constlrev 10-16-01 16
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, certilicates 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.
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.
agree/forms/city cor,surev 10-1s-C' 17
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 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
agreelformslcity Mstlrev 10-18-01 18
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 consenL/approval is required under this Agreement, its
consentiapproval 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. 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.
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
agreelformslcity constlrev 10-18.01 19
warranties, oral or otherwise, have been made by that party or anyone acting on that parry'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
print name
ITS: (circle one) Chairman iPresidenv'Vice President
AND
Print name
ITS: (circle one) SecretanY/Chief Financial Officer/Asst.
Secretary - Treasurer
REVIEWED AND APPROVED:
City Administrator
agreelformslcity const/rev 10-18-01 20
CITY OF HUNTINGTON BEACH, a
municipal corporation of the State of California
Mayor
ATTEST:
City Clerk
APPROVED AS TO FORM:
City Attorney
INITIATED AND APPROVED:
Director of Public Works
;INEERING U, INC.
Friday, March 09, 2002
Mr. 'I'odd Broussard
Principal Engineer
Crty Of I-luntinulon Beach
P.O. 11OX 190
2000 Mein Street
1-luntii7btor1 Bead., CA. 92648
Z ck art-. —,Aa,—e- A a c , r�, i,
S �nAN �11V.�ri
CI ; Y CLEIR
CITY OF
HUNTINGTON BEACH. CA
IM 14AR -8 P I: 511
Re: Bid Protest for Miscellaneous Sewer Lining Project, Phase I
131d Date of March S, 2002, 2:00 PM
Dcar "i'odd:
Cc_-1 �7g
It is our understanding that a bidding advantage can be extended to a local business in the form
ofit I % price preference in the evaluation of bids per FIB Municipal Code 3.02.190.
If the 1 `X, preference is extended to Sancon Engineering 11, Inc., a corporation located in the City
L)C Huntington Beach, Sancon Engineering 11, Inc. would be the low bidder by over $7,000 on the
above referenced projecl.
We are requesting that the City extend this bidding advantage to Sancon Engineering 11, Inc. on
this project. 1-he I `% price preference will easily return to the City in the form of business taxes,
purchases from other local businesses and sales taxes.
']'hank you Tor your prompt consideration and response to this letter.
Sincerely,
Bob Hollingsworth
5841 ENGINEER DRIVE
HUNTINGTON BEACH, CA 92649
(714) 891-2323 (800) 726-2664
6-1yue0,s copy
CC=1178
MISC. SEWER LINING PROJECT
MARCH 5, 2002 @ 2:00 PM
(Engineer's Estimate: $806,390.00)
BID LIST
BIDDER'S NAME
RANK
TOTAL BID AMOUNT
1.
Charles King Company
$
2.
Gelco Services, Inc.
3.
Insituform Technologies
A
r I
4.
J & C Underground
5
5.
Preussag Pipe Rehabilitation/
S
6.
Sancon
7.
Wesco Infrastructure Technolog
$
8.
Zebran Corporation
$
9.
Z. Z. Liner, Inc.
$
1 Y/,
$
<<
$
Bid List
PROOF OF PUBLICATION
STATE OF CALIFORNIA) ..
) SS.
County of Orange }
i am a Citizen of the United States and a
msident of the County aforesaid., l am
over the age of eighteen years, and not a
party to or interested in the below
entitled matter. 1 am a principal cleric 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:
February 14, 2002
February 21, 2002
February 28, 2002
i declare, under penalty of perjury, that
the foregoing is true and correct.
Executed on February 28, 2002
at Costa Mesa, Caiiforni
w _
r
--'--`�-t;ori
accordance wish I
NOTICE INVITING :
the provii�sions of the Cal- f
SEALED BIDS
dornia Government ;
for the
Cade, Section 4590.
'The
+
MISCELLANEOUS_;
Contractor?shall-IJ '
SEWER LINING' '
beneficial owner.:ot, the
surety and shall receive
PROJECT PHASE I
any interest thereon.
CASH CONTRACT
The AGENCY hereby
- No, 1178
affirmatively ensures
In the CITY OF
that - minority business
HUNTINGTON.
enterprises wilf•be of -
BEACH i
tordea full opportunity to I
PUBLIC NOTICE IS
submit bids in response
to this notice and will not
IV
HEREBY GIVEN that
be discriminated against •
the G1TY HUNT-
on the basis of race.,
1NGTON BEACH. as
AGENCY, invites sealed
color, national origin,
ancestry. sax,' or religion
bids for the above stated
any consideration
ro cis _ and will receive
p i
such bids in the office of
leading to the award o1
le
the City Clark, Second
contract.
No bid shall be con -
Floor, 2000 Main Street,
sidered unless it-. is
Huntington Beach, Cali-
prepared on the ap.
fornia 92648, up to the
proved Proposal forms
hour of 2:00 P.M. on
in conformance with the!
Tuesday, March 5,
Instructlons bidders. '
2002. Bids will be pub- .
-to
The bid must be ac-
ticly open in the Council
companied by a certified
Chambers unless other-
check, cashier's check,'
wise posted. .
or bidder's band made,
Copies of the Specifi-i
payable to the AGENCY'
cations and contract.,
for an amount no less
documents are available'
than 10% of the amount
from the Office of the Di-.
bid. The successful bid-
,sclor of Public Work5.:
der shall be licensed in
2QQ0 Main Street, Hurt -,accordance
with
ington Beach, CA
provisions of the Busi-
9264B, upon payment of
ness . and Professions
a $25.00 nonrefundable
Code and shall possess
.so it picked up, or pay-
a State Contractor's
ment of a $35.00
License Class A at the
nonrefundable fee it
time of the bid opening:
mailed..
The -successful Contrac-
Arty contract entered
for and his subcon-
into pursuant to this no-
tractors witf be required
j tice will incorporate the
to possess business
provisions. of the State
licenses from the
Labor Code. -Pursuant to
AGENCY
theprovisions of the La-
- The AGENCY re-,
bor Code of the State of
serves the right to reject.
i California, the minimum,
any or all bids, to waive
I prevailing rate of per{
any irregularity and tot
diem wages for each;
take all bids under,
craft._ classification orl
advisement for al
type of workman needed,
maximum perioa of 601
I, to execute the contract;
days I
shall be those de-1
BY ORDER of the CITY '
termined by the Director,
COUNCIL of the CITY f
of industrial. Relations of!
OF HUNTINGTON
'he State Of Cabitorma,
; BEACH. CALIFORNIA,
which are on file Bk the the 22nd day of January,
Office of the Director Of'
20D2
Public Works, 2000
Attest:
I Main Street. Huntington
Connie Brockway,
Beach, CA 92649.
CITY CLERK OF THE
The AGENCY will de-
CITY OF HUNTINGTON
duct a 10% retention
BEACH
from all -,progress • pay-
Published Huntington
ments. The' Contractor
Beach. independent
may subsfitute an
February 14, 21. 28.
escrow holder surety of
2002 D23.773
,,.equal value to the reten-
— - _ _
iAr
<
C->
.-i L I 'i L.
CI'[ Y CLERK
CITY OF
HUNTINGTON BEACH. CA
2001 MAR - 5 P 2: 0 0
SECTION A
NOTICE INVITING SEALED BIDS
for the
MISCELLANEOUS SEWER LINING PROJECT
PHASE 1
CASH CONTRACT No. 1178
in the
CITY OF HUNTINGTON BEACH
�J a-o8-ae
ttied z-14-az
z-rs-sz
PUBLIC NOTICE IS HEREBY GIVEN that the CITY OF HUNTINGTON BEACH, as
AGENCY, invites sealed bids for the above stated project and will receive such bids in the office
of the City Clerk, Second Floor, 2000 Main Street, Huntington Beach, California 92648, up to the
hour of 2:00 PM on Tuesday, March 5, 2002, Bids will be publicly open in the Council
Chambers unless otherwise posted.
Copies of the Specifications, and contract documents are available from the Office of the Director
of Public Works, 2000 Main Street, Huntington Beach, CA 92648, upon payment of a S25.00
nonrefundable fee if picked up, or payment of a $35.00 nonrefundable fee if mailed.
Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor
Code. Pursuant to the provisions of the Labor Code of the State of California, the minimum
prevailing rate of per diem wages for each craft, classification or type of workman needed to
execute the contract shall be those determined by the Director of Industrial Relations of the State
of California, which are on file at the Office of the Director of Public Works, 2000 Main Street,
Huntington Beach, CA 92648.
The AGENCY will deduct a 10% retention from all progress payments. The Contractor may
substitute an escrow holder surety of equal value to the retention in accordance with the
provisions of the California Government Code, Section 4590. The Contractor shall be beneficial
owner of the surety and shall receive any interest thereon.
The AGENCY hereby affirmatively ensures that minority business enterprises will be afforded
full opportunity to submit bids in response to this notice and will not be discriminated against on
the basis of race, color, national origin, ancestry, sex, or religion in any consideration leading to
the award of contract.
No bid shall be considered unless it is prepared on the approved Proposal forms in conformance
with the Instructions to Bidders.
FAW
The bid must be accompanied by a certified check, cashier's check, or bidder's bond made
payable to the AGENCY for an amount no less than 10% of the amount bid. The successful
bidder shall be licensed in accordance with provisions of the Business and Professions Code and
shall possess a State Contractor's License Class A at the time of the bid opening. The successful
Contractor and his subcontractors will be required to possess business licenses from the
AGENCY.
The AGENCY reserves the right to reject any or all bids, to waive any irregularity and to take all
bids under advisement for a maximum period of 60 days.
BY ORDER of the CITY COUNCIL of the CITY OF HUNTINGTON BEACH, CALIFORNIA,
the 22°1 day of January 2002.
Attest:
Connie Brockway
CITY CLERK OF THE CITY OF HUNTINGTON BEACH
A-2
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Ja
CITY
OF HUNTINGTON BEACH
2000
P.O
Huntington
LETTER OF TRANSMITTAL
Attention: Connie Brockway
To: City Clerk's Office
2000 Main Street
Huntington Beach, CA 92648
Main Street
Box 190 N C_—
C a
Beach, CA 92648 �
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cao-
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Fax (714Y°374#73
2
Date: Felru&03, 2002
Project/C.C. No.: I C.No. 1178
Regarding: Miscellaneous Sewer Linin,, Proiec
Phase I
❑ We are sending you: ❑ By Mail ❑ By Fax Mail(Number of pages Including this sheet:)
® We are hand delivering: ❑ Attached ❑ Under a separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change Order ® Other: Notice Inviting Sealed Bids
Item #
Copies
Pages
Description
1
1
2
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 January 22, 2002, the City Council authorized the advertisement of the Miscellaneous
Sewer Lining Project, Phase 1, CC1 178. Please find attached the Notice Inviting Sealed Bids for this
project. Please have this advertised for 2114, 2/21, and 2,128 with a bid opening on 3/5.
Please contact me at extension 8444 with any questions you may have.
c:
By:
Paul L. Whitely, Engineerlmjzectfnician
GACoxsrnucnon CoNwAcm (CCs)\CC1178\TRANS roC[nuc1178.noc
% Q riRECEIVED BY: ' CITY CLERK RECEIPT COPY -
Return DUPLICATE to
Jeffrey Hughes (ext. 6260)
(Name) after signing/dating
(Date)
& A CITY OF HUNTINGTON-BEACH'-
INTERDEPARTMENTAL COMMUNICATION'
TO: Shari Freidenrich, City Treasurer
ATTN: Jim Slobojan, Deputy City Treasurer
FROM: 00
DATE: 040 —d-z
SUBJECT: Bond Acceptance
I have received the bonds for LIK, INC-
(Company Name)
Faithful Performance Bond No. 6011237
Labor and Material Bond No. Cal 1-5 7
Monument Bond No.
Maintenance Bond No.
Re: Tract No.
CC No.
MSC No.
Approved • 64 - 11; - 07- Agenda Item No.
(Council Approval Date)
City Clerk Vault No. 40. 4 0
5
I
g1jah/bondlettendoc