CONTRACT 6685 Public Works Contract CLOSEDAgreement No. 6685
PUBLIC WORKS CONTRACT
BETWEEN
THE CITY OF EL SEGUNDO AND
HARDY AND HARPER, INC.
FY 23/24 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
This CONTRACT is entered into this 21 st day of June, 2023, by and between the CITY
OF EL SEGUNDO, a general law city and municipal corporation ("the City") and HARDY AND
HARPER, INC., ("the Contractor").
1. WORK.
A. The Contractor will provide all work required by the Contract Documents (the
"Work"). The Contractor agrees to do additional work arising from changes
ordered by the City in accordance with the Contract Documents.
B. The Contractor and the City agree to abide by the terms and conditions contained
in the Contract Documents;
C. The Contractor will furnish all of the labor; supplies and materials; equipment;
printing; vehicles; transportation; office space and facilities; all tests, testing and
analyses; and all matters whatsoever (except as otherwise expressly specified to
be furnished by the City) needed to perform and complete the Work and provide
the services required of the Contractor by the Contract Documents.
D. "Contract Documents" means the Notice Inviting Bids; Instructions to Bidders;
Supplementary Instructions to Bidders; Proposal; this Contract; Standard
Specifications; Supplementary Conditions; Exhibits; Technical Specifications;
List of Drawings; Drawings; Addenda; Notice to Proceed; Change Orders; Notice
of Completion; and all other documents identified in the Contract Documents
which together form the contract between the City and the Contractor for the
Work. The Contract Documents constitute the complete agreement between the
City and the Contractor and supersede any previous agreements or
understandings.
2. CONTRACT SUM. The City agrees to pay the Contractor a sum not to exceed One Million,
Six Flundred Thi -Five Thousand Dollars ($ l 63�,000) for the Work in the manner set forth
in the Contract Documents. The City may adjust this amount as set forth in the Contract
Documents.
Agreement No. 6685
3. TIME FOR PERFORMANCE,
A. The Contractor will fully complete the Work within forty-five (45) working days
(the "Contract Time.")
B. The Contract Time will commence when the City issues a Notice to Proceed. The
Contract Documents will supersede any conflicting provisions included on the
notice to proceed issued pursuant to this Contract.
C. The Contractor may not perform any Work until:
i. The Contractor furnishes proof of insurance as required by the Contract
Documents; and
ii. The City gives the Contractor a written, signed, and numbered purchase
order and notice to proceed.
D. By signing this Contract, the Contractor represents to the City that the Contract
Time is reasonable for completion of the Work and that the Contractor will
complete the Work within the Contract Time.
E. Should the Contractor begin the Work before receiving written authorization to
proceed, any such Work is at the Contractor's own cost and risk.
4. DISPUTES. Disputes arising from this contract will be determined in accordance with the
Contract Documents and Public Contracts Code §§ 10240-10240.13.
5. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, the City will
promptly inform the Contractor regarding third -party claims against the Contractor, but in no
event later than ten (10) business days after the City receives such claims. Such notification
will be in writing and forwarded in accordance with the "Notice" section of the Contract
Documents. As more specifically detailed in the Contract Documents, the Contractor agrees
to indemnify and defend the City against any third -party claim.
6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a
Taxpayer Identification Number.
7. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole expense,
will obtain and maintain during the Contract Time, all necessary permits, licenses, and
certificates that may be required in connection with the Work.
8. OWNERSHIP OF DOCUMENTS. All documents, data, studies, drawings, maps, models,
photographs and reports prepared by the Contractor under the Contract Documents are the
City's property. The Contractor may retain copies of said documents and materials as desired,
but will deliver all original materials to the City upon the City's written notice.
Agreement No. 6685
9. INDEMNIFICATION. The Contractor agrees to indemnify, defend, and hold the City
harmless as set forth in the Contract Documents. The requirements as to the types and limits
of insurance coverage to be maintained by the Contractor as required by the Contract
Documents, and any approval of such insurance by the City, are not intended to and will not
in any manner limit or qualify the liabilities and obligations otherwise assumed by the
Contractor pursuant to the Contract Documents, including, without limitation, to the
provisions concerning indemnification.
10. INDEPENDENT CONTRACTOR. The City and the Contractor agree that the Contractor
will act as an independent contractor and will have control of all work and the manner in
which is it performed. The Contractor will be free to contract for similar service to be
performed for other employers while under contract with the City. The Contractor is not an
agent or employee of the City and is not entitled to participate in any pension plan, insurance,
bonus or similar benefits the City provides for its employees. Any provision in this Contract
that may appear to give the City the right to direct the Contractor as to the details of doing
the work or to exercise a measure of control over the work means that the Contractor will
follow the direction of the City as to end results of the work only.
11. AUDIT OF RECORDS. The Contractor will maintain full and accurate records with respect
to all services and matters covered under this Contract. The City will have free access at all
reasonable times to such records, and the right to examine and audit the same and to make
transcript therefrom, and to inspect all program data, documents, proceedings and activities.
The Contractor will retain such financial and program service records for at least three (3)
years after termination or final payment under the Contract Documents.
12. NOTICES. All communications to either party by the other party will be deemed made when
received by such party at its respective name and address as follows:
The Cily The Contractor
Lifan Xu
Daniel Maas
City Engineer
President
City of El Segundo
Hardy and Harper, Inc.
350 Main Street,
32 Rancho Circle
El Segundo, CA 90245
Lake Forest, CA 92630
(310) 524-2368
(714) 444-1851
lxu��wels gundo.org
dmaas@hardyandharper.com
Any such written communications by mail will be conclusively deemed to have been received
by the addressee three (3) days after deposit thereof in the United States Mail, postage prepaid
and properly addressed as noted above. In all other instances, notices will be deemed given at the
time of actual delivery. Changes may be made in the names or addresses of persons to whom
notices are to be given by giving notice in the manner prescribed in this paragraph.
Agreement No. 6685
13. NO THIRD PARTY BENEFICIARY. This Contract and every provision herein is for the
exclusive benefit of the Contractor and the City and not for the benefit of any other party.
There will be no incidental or other beneficiaries of any of the Contractor's or the City's
obligations under this Contract.
14. INTERPRETATION. This Contract was drafted in, and will be construed in accordance
with the laws of the State of California, and exclusive venue for any action involving this
Contract will be in Los Angeles County.
15. EFFECT OF CONFLICT. In the event of any conflict, inconsistency, or incongruity between
any provision of the Contract Documents, precedence will be as follows:
A. This Contract;
B. The Standard Specifications; and
C. Precedence of documents as determined in the Standard Specifications.
16. SEVERABILITY. If any portion of the Contract Documents are declared by a court of
competent jurisdiction to be invalid or unenforceable, then such portion will be deemed
modified to the extent necessary in the opinion of the court to render such portion enforceable
and, as so modified, such portion and the balance of this Contract will continue in full force
and effect.
17. AUTHORITYIMODIFICATION. The Parties represent and warrant that all necessary
action has been taken by the Parties to authorize the undersigned to execute this Contract and
to engage in the actions described herein. This Contract may be modified by written
amendment. The City's city manager, or designee, may execute any such amendment on the
City's behalf.
18. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Contract,
agreements ancillary to this Contract, and related documents to be entered into in connection
with this Contract will be considered signed when the signature of a party is delivered by
facsimile transmission. Such facsimile signature will be treated in all respects as having the
same effect as an original signature.
19. COVENANTS AND CONDITIONS. The parties agree that all of the provisions hereof will
be construed as both covenants and conditions, the same as if the words importing such
covenants and conditions had been used in each separate paragraph.
20. CAPTIONS. The captions of the paragraphs of this Contract are for convenience of
reference only and will not affect the interpretation of this Contract.
21. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the
Contract Documents.
Agreement No. 6685
IN WITNESS WHEREOF the parties hereto have executed this contract the day and
year first hereinabove written.
CITY OF EL SEGUNDO
Darrell George `
City Manager
ATTEST:
Tracy Weaver,
City Clerk
APPROVED AS TO FORM:
MARK D. - S' EY, City Attorney
LE
Joaquin zque'"
Deputy ity Attorney
y
Insurance Reviewed by:
HARDY AND HARPER, INC.
>n:ias
President,
Krist Paulinc
Corporate Secretary
Taxpayer ID No. 95-2251022 __, ..,
Contractor State
License No.: 215952
Contractor City
Business License No.:
Agreement No. 6685
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the
document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California )
County of Orange
On June 26 2023 before me, Nigrgan E. Chgrpock, Note Publi ,
Date Here Insert Name and Title of the Officer
personally appeared Daniel M as and Kristen Paulino
Name(s) of Signer(s)
who 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 h*/ske/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.
Nntar� �Pubfic-Caiitnrnia
Orange County
CO3rnTn1E ion # 132755t
co��.
f 0111M. Expires Oct 5 202'!5 �
certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph
is true and correct.
WITNESS my hand and official seal
Signature
ign ure f tary Public
Place Notary Seal Above
OPTIONAL
Though this section is optional, completing this information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title or Type of Document: Document Date:
Number of Pages: Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name: Dan.T Maas
❑✓ Corporate Officer — Title(s): president
❑ Partner — ❑ Limited ❑ General
❑ Individual ❑ Attorney in Fact
❑ Trustee ❑ Guardian or Conservator
❑ Other:
Signer Is Representing.:
,Hardy & Hamer, nc�
Signer's Name: Kristen Paulino
✓❑ Corporate Officer — Title(s): Corporate Secretary_
❑ Partner — ❑ Limited ❑ General
❑ Individual ❑ Attorney in Fact
❑ Trustee ❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
H ard
02014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907
Agreement No. 6685
PROPOSAL
FOR THE
FY 23/24 PAVEMENT REHABILITATION PROJECT (Revised)
PROJECT NO.: PW 23-01
Date May $ , 20 23
Company Name: Hardy & Hamer, Inc.
TO THE CITY OF EL SEGUNDO:
In accordance with the City of El Segundo's Notice Inviting Sealed Bids, the undersigned
BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals
required for the above stated project as set forth in the Plans, Specifications, and contract
documents therefor, and to perform all work in the manner and time prescribed therein.
BIDDER declares that this proposal is based upon careful examination of the work site, Plans,
Specifications, Instructions to Bidders, and all other contract documents. Submittal of this bid
shall be considered evidence that the BIDDER has satisfied himself regarding the contract
documents, access and any other field conditions which may affect bid prices. If this proposal
is accepted for award, BIDDER agrees to enter into a contract with the City of El Segundo 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
the City of El Segundo of the proposal guarantee 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 CITY OF EL SEGUNDO RESERVES THE RIGHT TO INCREASE
OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE
ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid
include all apparent expenses, taxes, royalties, and fees. In the case of discrepancies in the
amounts bid, unit prices shall govern over extended amounts, and words shall govern over
figures.
If awarded the Contract, the undersigned further agrees that in the event of the BIDDER'S
default in executing the required contract and filing the necessary bonds and insurance
certificates within ten working days after the date of the City of El Segundo's notice of award
of contract to the BIDDER, including sending by U.S. Mail a Public Works Contract for
signature by the Awardee, the proceeds of the security accompanying this bid shall become the
property of the City of El Segundo and this bid and the acceptance hereof may, at the City of
El Segundo's option, be considered null and void.
I-C-1
Agreement No. 6685
EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE
BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been
due under the requirements of any agency, State, or Federal equal employment opportunity
orders have been satisfactorily filed, and that no such reports are currently outstanding.
AFFIRMATIVE ACIIION CERTIFICATION
BIDDER certifies that affirmative action has been taken to seek out and consider minority
business enterprises for those portions of the work to be subcontracted, and that such affirmative
actions have been fully documented, that said documentation is open to inspection, and that said
affirmative action will remain in effect for the life of any contract awarded hereunder.
Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal
employment opportunity requirements of the contract documents.
NONCOLLIi SION AFFIDAVIT
BIDDER declares that the only persons or parties interested in this proposal as principals are
those named herein; that no officer, agent, or employee of the City of El Segundo is personally
interested, directly or indirectly, in this proposal; that this proposal is made without connection
to any other individual, firm, or corporation making a bid for the same work and that this proposal
is in all respects fair and without collusion or fraud.
I-C-2
Agreement No. 6685
BID SCHEDULE
FY 23/24 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
Company Name: Hardy & Harper, Inc.
R A RY RTII TTEMC
ITEM
NO.
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE ($)
ITEM
TOTAL ($)
Mobilization/demobi-
lization including
g
1
traffic control
1
LS
i
(maximum 5% of
total bid)
2
2-inch-deep asphalt
15,000
SF
repairs
,
3
Slurry seal Type II
1,282,101
SF
® ',�
'i�2'Z
`
application
®
On slurry seal streets,
4
mechanically remove
traffic striping. Replace
1
LS
�QOp
striping, markings, and
pavement markers
5 -
Grind asphalt 2"
281,982
SF
.'J
6
Overlay 2"
281,982
SF
19-10-3 D
7
Adjust sewer and storm
drain manholes to final
35
EA
Ll 01 5
rade
rkl
8
Adjust water valve
72
EA
covers to final grade
i
On overlay streets,
9
replace traffic
1
LS
00
striping, markings,
pavement markers
10
Full -depth AC repairs
2,000
SF
`00p
Work in alley section
next to 407 Concord St.
1
LS
11®9
$1000
11
per specifications
Section V-5.0
Work on Imperial
Ave. - Virginia to
V�000
I�
12
Loma Vista - per
1
LS
specifications Section
V-6.0
I-C-3
Agreement No. 6685
ALTERNATIVE BID ITEMS (Determined by the City on an as -needed basis)
ITEM
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE ($)
ITEM
TOTAL ($)
NO.
Additional cost to
upgrade yellow two-
stripe style
D
13
26
EA
0
thermoplastic
crosswalks to become
ladder -style crosswalks
TOTAL BID FOR ITEMS 1-13 IN FIGURES =
$ 11 b... %. ' � 000.,On' . .......................... . . .......
TOTAL BID WRITTEN IN WORDS:
1
All work shall be per these specifications and attachments. Prevailing wage rates apply. The
City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to
take all bids under advisement for a period of ninety (90) calendar days.
I-C-4
Agreement No. 6685
BIDDER'S INFORMATION
Company Name: Ha.rdy & Harper, Inc.
BIDDER certifies that the following information is true and correct: Form of Legal Entity (i.e.,
individual, partnership, corporation, etc.) as written below:
Cg-rporation _.
If corporation, State of Incorporation (i.e., California) California ..............
Business Hardv & Harper., Inc. ww ...,„
Address 32 Rancho Circle
Lake.Eerest. CA 92630..__,. � .............
Telephone No. 714-444-1851 ........—
Facsimile No. 4 444 2 I
State Contractor's License No. and Class 215952
952 DIR Registration No. 1C1(l000 76
C-
Original Date State License Issued 3/13/1963 State License Expiration Date 12/31/2023
The following are the names, titles, email addresses, and phone numbers of all individuals,
firm members, partners, joint venturers, and/or corporate officers having principal interest in
this proposal:
Daniel Maas President - (714) 444-1.851
Michael_Murra - Vice President - mmurray@hardyandharper.com - 714.444-11851
Tarr er Harnbri ht Vice President — thambright hardyandhaarper.com - "714) 444-1 51
Kristen Paulino - Corporate Secretary - kpaulino@hardyandharper.com - (714) 444-1851
The date of any voluntary or involuntary bankruptcy judgments against any principal having an
interest in this proposal is as follows:
All current and prior DBA's, aliases, and/or fictitious business names for any principal having an
interest in this proposal are as follows:
I-C-5
Agreement No. 6685
BIDDER'S INFORMATION (CONTINUED)
Company Name: Hardy & Ha er Inc.
Bidder shall list the name of the person who attended the mandatory pre -bid job walk:
Name: John MacFarlane
Title: Bid Runner
I-C-6
Agreement No. 6685
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names,
titles, hands,
and seals of all a forenamed principals this 3rd day of May , 20 23 .
BIDDER
Subscribed and sworn to this day of�:
MIMM�14U
SEE ATTACHED JURAT
I-C-8
Agreement No. 6685
CALIFORNIA JURAT WITH AFFIANT STATEMENT GOVERNMENT CODE § 8202
1106
x❑ See Attached Document (Notary to cross out lines 1-6 below)
❑ See Statement Below (Lines 1-6 to be completed only by document signer[s], not Notary)
Signature of Document Signer No. 1
Signature of Document Signer No. 2 (if any)
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the
document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California
County of Orange
rr (9 :# MORGAN ECWt9RNQCX
Subscribed and sworn to (or affirmed) before me
on this 4 day of May_, 20 23 ,
by Date Month Year
(1) w J ,,, e1 Murrav
(and
Name(s) of Signer(s)
proved to me on the basis of satisfactory evidence
to be the person(a) who appeared before me.
Signature —
4,4-
Public
Seal
Place Notary Seal Above
OPTIONAL
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fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title or Type of Document:
Number of Pages: Signer(s) Other Than Named Above:
Document Date:
02014 National Notary Association • www.NationaiNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5910
PROPOSAL GUARANTEE
BID BOND
FY 22/23 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
KNOW ALL MEN BY THESE PRESENTS that,
Hardy & Harper, Inc. , as BIDDER, and
Fldetlty and Deposit Dnmpany of Maryland, as SURETY, are held and firmly bound unto the
City of El Segundo, in the penal sum of Ten Percent of the Amount Bad DOLLARS ($10% , which is
ten (10%) percent of the total amount bid by BIDDER to the City of El Segundo for the above
stated project, for the payment of which sum, BIDDER and SURETY agree to be bound,
jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is
about to submit a bid to the City of El Segundo for the above stated project, if said bid is
rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in
the manner and time specified, then this obligation shall be null and void, otherwise it shall
remain in full force and effect in favor of the City of El Segundo.
IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this
2nd day of May , 2023
BIDDER*
Michael MLirrayXice ''ties
SURETY* Fidelity a
32 PdRcho Circle
777 South Figueroa Street, Suite 3900
r nq Anaeles CA 90017. f213t 270-06(
1411 N. Batavia St., Suite 201
Dwight Reill Attorne -in-Fact Orange, CA 92867, 714)516-1232
Subscribed and sworn to this day of , 20
NOTAR17 PUBLIC
*Provide BIDDER/SURETY name, title, address and telephone number and the name, title,
address and telephone number for authorized representative.
I-C-9
Agreement No. 6685
CALIFORNIA JURAT WITH AFFIANT STATEMENT
GOVERNMENT CODE § 8202
0 See Attached Document (Notary to cross out lines 1-6 below)
❑ See Statement Below (Lines 1-6 to be completed only by document signer[s], not Notary)
Signature of Document Signer No. 1
Signature of Document Signer No. 2 (if any)
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the
document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California
County of Orange
- "'"I
MORGAN E. CHURNOCK
Notary Public - California
Orange County a
" m Commission # 2377551
ce ,
PJVy Comm. Expires Oct 5, 2025
Seal
Place Notary Seal Above
Subscribed and sworn to (or affirmed) before me
on this 4 day of May , 20 23 ,
by Date Month Year
(1) _ Michael ay ---
(and
Name(s) of Signer(s)
proved to me on the basis of satisfactory evidence
to be the person(a) who appeared before me.
Signature'»""
lig tur of otary Public
OPTIONAL
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fraudulent reattachment of this form to an unintended document.
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Title or Type of Document:
Number of Pages: Signer(s) Other Than Named Above:
Document Date:
02014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5910
Agreement No. 6685
ACKNOWLEDGMENT
.w_
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validi of that document.
State of California
County of Orange
On 05/02/2023 before me, Melissa Ann Vaccaro Nota Public
(insert name and title of the officer)
personally appeared Dwi 'ht Reilly
who 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.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WITNESS m hand and official seal.
y MELISSA ANN VACCARO
COMM. #2401942 n
Notary Publics alifornia
u a ORANGE COUNTY U.
��� 'fdl'� Comm. Expires May 12�2id' �la
Signature � "�D(Seal)
Melissa Ann Vaccaro
Ag reem e ntNW,5,-23895
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New
York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY
AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by
Robert D. Murray, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are
set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute,
and appoint Daniel HUCKABAY, Frank MORONES, Dwight REILLY, Arturo AYALA, Shaunna ROZELLE OSTROM, Benjamin
WOLFE, Chelsea LIBERATORE, Ben STONG, Michael D. STONG, R. NAPPI, Adrian LANGRELL of Orange, California, its true and
lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all
bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said
Companies, as fully and amply, to all intents and proposes, as if they had been duly executed and acknowledged by the regularly elected
officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at .its office in Owings Mills, Maryland., and the regularly elected
officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper
persons.
The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of
the By -Laws of said Companies, and is now in force.
IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said
ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY", and
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this loth day ofNovernbei � A.D.2022.
uu vnry rr wra,ar
it is
a
W ATTEST:
1W` XddWrypp6tl*NAME NM!'Gw49N11NN''W"�hWinGAz
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
By: Robert D. Murray
Vice President
By: Dawn E. Brown
Secretary
State of Maryland
County of Baltimore
On this 10th day of November„ A.D. 2022., before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, Robert
D. Murray, Vice President and Dawn E. Brown, Secretary of the Companies, to me personally known to be the individuals and officers described in and
who executed the preceding instrument, and acknowledged the execution of same, and being by me duly sworn, deposeth and saith, that he/she is the said
officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate
Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written.
Constance A. Dunn, Notary Public
My Commission Expires: July 9, 2023
Authenticity of this bond can be confirmed at bondvalidator.ziurichna.com or 410-559-8790
Agreement No. 6685
EXTRACT FROM BY-LAWS OF THE COMPANIES
"Article V, Section 8, Attorneyj f act. The Chief Executive Officer, the President, or any Executive Vice President or Vice President
may, by written instrument under the attested corporate seal, aproant attorticys-iii fact with authority to execute braids, policies„
rer oniiizances, stipulations, widertakirigs,, or other like instrruinents oat behalf of the Cornipany, aaiid may authorize arty officer or any such
attorney -in- fact to aff x the corporate seal thereto:, and may with or without cause modify of revoke any such appointment or authority at any
time."
CERTIFICATE
I, the undersigned, Vice President of the ZURICH AMERICAN INSURANCE COMPANY, the COLONIAL AMERICAN
CASUALTY AND SURETY COMPANY, and the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the
foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that Article V, Section 8, of
the By -Laws of the Companies is still in force.
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the ZURICH AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 15th day of December 1998.
RESOLVED: "That the signature of the President or a Vice President and the attesting signature of a Secretary or an Assistant Secretary
and the Seal of the Company may be affixed by facsimile on any Power of Attorney ... Any such Power or any certificate thereof bearing such
facsimile signature and seal shall be valid and binding on the Company."
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of
Directors of the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at a meeting duly called and held on the 5th day of
May, 1994, and the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a
meeting duly called and held on the loth day of May, 1990.
RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature
of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a
certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect
as though manually affixed.
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seals of the said Companies,
this 2nd day of Miay 2023
�dA°r
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By: Mary Jean Pethick
Vice President
TO REPORT A CLAIM WITH REGARD TO A SURETY BOND, PLEASE SUBMIT A COMPLETE DESCRIPTION
OF THE CLAIM INCLUDING THE PRINCIPAL ON THE BOND, THE BOND NUMBER, AND YOUR CONTACT
INFORMATION TO:
Zurich Surety Claims
1299 Zurich Way
Schaumburg, IL 60196-1056
Ph:800-626-4577
If your jurisdiction allows for electronic reporting of surety claims, please submit to:
a°� t�o�•t.�lcladot�a��cib.xtariclt;rna.t:s7ptt
Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790
Agreement No. 6685
CONTRACTOR'S LICENSE DECLARATION
(Business and Professions Code Section 7028.15)
1. BIDDER'S Contractor's License Number is:
215952 Class No.: A C-8 & C12
2. The expiration date of BIDDER'S Contractor License is:
December 31 , 20 23 .
3. BIDDER acknowledges that Section 7028.15(e) of the Business and
Professions Code provides as follows:
"A licensed contractor shall not submit a bid to a public agency unless his or
her contractor's license number appears clearly on the bid, the license expiration
date is stated, and the bid contains a statement that representations herein are
made under penalty of perjury. Any bid not containing this information, or a
bid containing information which is subsequently proven false, shall be
considered non -responsive and shall be rejected by the public agency."
The undersigned declares, under penalty of perjury, that the representations
made by the undersigned in this bid proposal are true and correct.
Executed on May 3 , 20 23 , at
1ypru nallic
Vice President
Title
HKdy & Ha er Inc.
Company Name
(insert City and State where Declaration signed).
I-C-10
Agreement No. 6685
NON -COLLUSION AFFIDAVIT
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
State of California
) ss.
County of Orange )
Michael Murray, being first duly sworn, deposes and say that he or she is
Vice President of Hardy & Harper, Inc.
the party making the foregoing bid that the bid is not made in the interest of, or on 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 of the BIDDER or any other BIDDER, or to fix any overhead, profit, or cost
element of the bid price, or of 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, any fee to any
corporation, partnership, company association, organization, bid depository, or to any member
or aizent thereof to effectuate a collusive or sham bid.
Typed Name
Vice President
Title
I-C-11
Hardy & Harper. Inc.
Name of Bidder/Company Name
Mqy 3 2023
Date
Agreement No. 6685
WORKER'S COMPENSATION CERTIFICATION
Section 1861 OF THE LABOR CODE
(Workers' Compensation)
Pursuant to Section 1861 of the Labor Code, the BIDDER, in submitting his/her
PROPOSAL, shall sign the following certification:
"I am aware of the provisions of Section 3700 of the Labor~ Code which require every
employer to be insured against liability for workers' compens, .ion or to undertake self-
insurance in accordance with the provisions of that code, I n, 1 will comply with such
provisions before commencing the performance of the - of this contract."
Signature of Bidder:
Title: Mi
Business Name: Hardy & Ha er Inc.
Business Address: 32 Rancho Circle
Lake Forest CA 92630
Telephone Number: (714 ) 444-1851
Dated this 3rd day of May 12023 .
I-C-12
Agreement No. 6685
DESIGNATION OF SUBCONTRACTORS
FY 23/24 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
Company Name: Hardy & Hamer, Inc.
As detailed in Section 2-3.1 (Page II-B-3) of the City Standard Specifications, Bidder certifies
that it has listed below all subcontractors who will perform
work in excess of one-half of one
percent (0.5%) of the total bid price or certifies that the bidder is fully qualified
to perform and
will perform that portion of the work itself.
Subcontractor's
Contractor
Description of
License No., &
Portion of
Name of
DIR
Work
Estimated
Subcontractor Address
Registration No.
Subcontracted
$ Amount
6M N[-*WR5-�
L5,i 1�
0o C)
6415
�D
g4®
ko%A A
(Make copies of this page if adolowa is needed)
Mqy 8 2023
of t r Date
_ V ,e President
I-C-13
Agreement No. 6685
REFERENCES
Company Name: Hardy & Harper, Inc.
The following are the names, addresses, and telephone numbers for public agencies for
which BIDDER has performed similar work as the prime Contractor or major Subcontractor
within the past five (5) years:
1. Project Title: 2,02 -2 22 Annual PaveMent Rghailitation Project
Location: Buena Park CA
City of Buena Park - 6650 Beach Blvd Buena Park CA 90621.
Name and address of owner
J s n Tran 71.4 562-3680
Name and current telephone number of person familiar with project
Type of Work: SWP'PP Root Barrier H A Cold Mill PCC'' -Utility Adjusting, Tr Removal
Contract amount: $1,060,000,00 , Date completed: September 2022
Amount of work done by my/our firm under Contract $ 890 400.00
Did your firm have any financial interest in Project? Yes
Project Title: Residential Street Pavement Rehabilitation Project Area 1
Location: Downey,CA
Cily of Downey - 11111 Brookshire Avenue Downgy, CA 90241
Name and address of owner
Desi Gutierrez 5 2 4-7110
Name and current telephone number of person familiar with project
Type of Work: Survey, Crack Seal., Slurry Seal Paying, Cold Mill PCC Loo Striping
Contract amount: $ 2,87 5,000. 00 Date completed: June 2022
Amount of work done by my/our firm under Contract $ 2,41,250.00.,
Did your firm have any financial interest in Project? Yes
I-C-14
Agreement No. 6685
Project Title: gesidential Sireet In_iVrovgmrnt. . "
Location: Anaheim CA
Ci of A:naheirn - 200 S. Anaheim Blvd Anaheim CA 92805
Name and address of owner
Lorenzo Rea 714 765-6893
Name and current telephone number of person familiar with project
Type of Work: PCC Cold Mill. Slurry Sea] Paving, Utilily Adjusting, Striping
Contract amount: $ ,806.000..00�__ Date completed: March 2022
Amount of work done by my/our firm under Contract $ 5 225 400.00
Did your firm have any financial interest in Project? Yes
4. Project Title: Sixth Street Widening, Hamner Ave to 1-15 S uthbound On -Rain
Location: Norco CA
Cily of rco - 2870 C1 rk Avenue N c ) CA 92860
Name and address of owner
Sam Nelson - 951 27 -5607
Name and current telephone number of person familiar with project:
Type of Work: P C Cold Mill Catch Basin Paving,Survey, Striping in & Markin
Contract amount: $ 785,000.00 Date completed: September 2021
Amount of work done by my/our firm under Contract $ 3 2 500.Q
Did your firm have any financial interest in Project? Yes
I-C-15
Agreement No. 6685
Project Title: The Avenues v r ant i tati -l. Prqject
Location: Lake Elsinore CA
City of Lake El iriore - 1.30 S. Main Street Lake Elsinore CA 92530
Name and address of owner
Carlos Norvani 951 674-3124
Name and current telephone number of person familiar with project:
Type of Work: Slurry Seal Grinding, Paving,Dike PCC CPM Storm Drain Stril2ing
Contract amount: $1 199 000.00 Date completed: October 2021
Amount of work done by my/our firm under Contract $_779 350.00
Did your firm have any financial interest in Project? Yes
Bidder may attach additional reference pages if necessary.
The following are the names, addresses, and telephone numbers for all brokers and sureties from whom
BIDDER intends to procure insurance bonds:
Fidelity and Deposit Company of Maryland (213) 270-0600
777 S. Fi ueroa Street Los An eles CA 90017
Conitnercial Surety Bond Agency (714) 516-1232
1411 N, Batavia St�`eet #201 Oran e CA 92867
The Wooditch Company Insurance Services, Inc. (949) 697-8195
1 Park Plaza Suite 400 Irvine CA 92614
I-C-16
Agreement No. 6685
BIDDER'S STATEMENT OF
PAST CONTRACT DISQUALIFICATIONS
FY 23/24 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
Company Name: flardy & Hai )er Inc.,
Please state all instances of being disqualified, removed, or otherwise prevented from bidding
on, or completing, a federal, state, or local government project due to a violation of a law or
safety regulation.
Have you ever been disqualified from any government contract?
Yes ❑ No El
2. If yes, explain the circumstances:
3. Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register
requires the City to reject your bid as nonresponsive]?
Yes ❑I No ❑
Bidder's SiAature
Michael Murry Vice President
Name (Please Print)
I-C-17
Agreement No. 6685
INSURANCE REQUIREMENTS
[MUST BE SUBMITTED WITH PROJECT PROPOSAL]
FY 23/24 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
Company Namc; Hardy & Harper Inc.
To be awarded this contract, the successful bidder must procure and maintain the following types of
insurance with coverage limits complying, at a minimum, with the limits set forth below:
Type of Insurance Limits
Commercial general liability: $2,000,000
Business automobile liability: $1,000,000
Workers compensation: Statutory requirement
Commercial general liability insurance must meet or exceed the requirements of ISO-CGL Form No.
CG 00 01 11 85 or 88. The amount of insurance set forth above must be a combined single limit per
occurrence for bodily injury, personal injury, and property damage for the policy coverage. Liability
policies must be endorsed to name the City, its officials, and employees as "additional insureds" under
said insurance coverage and to state that such insurance will be deemed "primary" such that any other
insurance that may be carried by the City will be excess thereto. Such endorsement must be reflected
on ISO Form No. CG 20 10 11 85 or 88, or equivalent. Such insurance must be on an "occurrence," not
a "claims made," basis and will not be cancelable or subject to reduction except upon thirty (30) days
prior written notice to the City.
Insurer will agree in writing to waive all rights of subrogation against the City, its officers, officials,
employees and volunteers for losses arising from work performed by Contractor for the City.
Automobile coverage must be written on ISO Business Auto Coverage Form CA 00 0106 92, including
symbol 1 (Any Auto).
The Consultant must furnish to the City duly authenticated Certificates of Insurance evidencing
maintenance of the insurance required under this Agreement, endorsements as required herein, and such
other evidence of insurance or copies of policies as may be reasonably required by the City from time
to time. Insurance must be placed with admitted insurers with a current A.M. Best Company Rating
equivalent to at least a Rating of "A: VIl." Certificate(s) must reflect that the insurer will provide thirty
(30) day notice of any cancellation of coverage. The Consultant will require its insurer to modify such
certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice
of cancellation imposes no obligation, and to delete the word "endeavor" with regard to any notice
provisions.
The City requires California Worker's Compensation Coverage with the associated Waiver. Out-of-
state coverage will not be accepted in lieu of the California coverage, because the work is being
performed in the State of California.
By signing this form, the bidder certifies that it has read, understands, and will comply with these
insurance requirements if it is selected as the City's consultant. Failure to provide this i rannce M
render the bidder's proposal "nonresponsive."
Ma8, 2023
Date Bid&r"s qi attire
Michael Murray, V` ,e President
I-C-18
Agreement No. 6685
END PROPOSAL SECTION
1-C-19
Agreement No. 6685
C.0.,A"'Bi''Or ..
ELS1OUNDO
May 4, 2023
ADDENDUM NO. 1
to
PW 23-01: FY 22/23 PAVEMENT REHABILITATION PROJECT
ATTENTION BIDDERS:
The following additions, modifications, and clarifications to the specifications shall be
included in, and become a part of, any contract which may be executed for the above
project in the City of El Segundo:
1. The bid due date and time are still Tuesday, May 9, at 11:00 am.
2. A plan holder has requested the project's estimated start date. Due to school
schedules, it is preferable that construction occurs between June 9 and August 18,
2023.
3. A plan holder has requested the estimated project cost. It is $1,198,900„
4. Plan holders have requested the Plan Holder's List and the Pre -bid Meeting
Attendees list. Please see attachments.
As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge
same in the space provided below and submit this hdum with the Proposal. Failure
to provide such acknowledgement shall render e proposal as non -responsive and subject
to rejection. 4 ,�
Signature:
icnael murray,
Print Company Name:
Page 1 of 7
Date: 5/4/2023
350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489
Agreement No. 6685
CITY Of'
ELSE`GUNDO
May 4, 2023
ADDENDUM NO. 2
to
PW 23-01: FY 23/24 PAVEMENT REHABILITATION PROJECT
ATTENTION BIDDERS:
The following additions, modifications, and clarifications to the specifications shall be
included in, and become a part of, any contract which may be executed for the above
project in the City of El Segundo:
1. The bid due date and time are still Tuesday, May 9, at 11:00 am.
2. From this point forward this project will be known as the "PW 23-01: FY 23/24
Pavement Rehabilitation Project." The "FY 22/23" in the project name has been
changed to "FY 23/24" since the project includes both FY 22/23 and FY 23/24
pavement improvements and the change will provide clarity for the next project
naming convention.
As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge
same in the space provided below and submit this Addendum with the Proposal. Failure
to provide such acknowledgement shall render the proposal as non -responsive and subject
to rejection. ,,. f """"
Signature:
Date: 5/8/2023
Michael Mtft ay. We President
Print Company Name: Hardy & Harper Inc.
Page 1 of l
350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489
Agreement No. 6685
crrybF
ELSEGUNDO
May 8, 2023
ADDENDUM NO.3
to
PW 23-01: FY 23/24 PAVEMENT REHABILITATION PROJECT
ATTENTION BIDDERS:
The following additions, modifications, and clarifications to the specifications shall be
included in, and become a part of, any contract which may be executed for the above
project in the City of El Segundo:
1. The bid due date and time are still Tuesday, May 9, at 11:00 am.
2. Please use these revised proposal pages when submitting a bid. The project name
has been changed to "PW 23-01: FY 23/24 Pavement Rehabilitation Project."
3. If a contractor has already ordered and received a Bid Bond with the former
FY 22/23 Pavement Rehabilitation Project name on it, it will be accepted as a bid
bond for the PW 23-01: FY 23/234 Pavement Rehabilitation Project.
As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge
same in the space provided below and submit this Addendum with the Proposal. Failure
to provide such acknowledgement shall'r ndei th proposal as non -responsive and subject
to rejection.
Signature:
ice
Print Company Name:
Inc.
Page 1 of 1
Date: 5/8/2023
350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489
Agreement No. 6685
CI'PY OF'
ELSEGUNDO
May 8, 2023
ADDENDUM NO.4
to
PW 23-01: FY 23/24 PAVEMENT REHABILITATION PROJECT
ATTENTION BIDDERS:
The following additions, modifications, and clarifications to the specifications shall be
included in, and become a part of, any contract which may be executed for the above
project in the City of El Segundo:
1. The bid due date and time have been changed to Tuesday, May 16, at 11:00
am.
As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge
same in the space provided below and submit this dklti"wm with the Proposal. Failure
to provide such acknowledgement shall rend r-the proposal as non -responsive and subject
to rejection.
Signature:
Print Company Name:.
Page I of 1
Date: May 16, 2023
350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489
THE FINAL PREMIUM IS Agreement No. 6685
PREDICATED ON THE
FINAL CONTRACT AMOUNT
FAITHFUL PERFORMANCE BOND
FY 23/24 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
Bond No. 7670502
Bond Fee: $7,594.00
Hardy & Harper, Inc.
("PRINCIPAL")
as principal
and Fidelity and Deposit Corr: an of Maryland , a corporation
rp mco orated under the laws of the State of Illinois and licensed by the State of
California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and
firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of
ONE MILLION. SIX HUNDRED THIRTY-FIVE THOUSAND DOLLARS, ($1,635,000)
lawful money of the United States, which may be increased or decreased by a rider hereto
executed in the same manner as this bond, for the payment of which sum PRINCIPAL and
SURETY bind themselves, their successors, and assigns, jointly and severally, by this
instrument.
PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the
conditions and stipulations set forth in this bond, SPECIFICATIONS AND PLANS NO.
PW 23-01, and the Public Works Contract executed with such Specifications. In the case of
any default in the performance of the conditions and stipulations of this undertaking, it is agreed
that PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction
of any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such
default.
BOND CONDITIONS
1. PRINCIPAL will construct the public improvements identified in
SPECIFICATIONS AND PLANS NO. PW 23-01, a copy of which is on file with CITY's
Engineering Division ("Public Project"). Such performance will be in accordance with
CITY's plans and profiles which are made a part of this bond when said plans and profiles are
approved by the City Council and filed with CITY's Engineering Division. CITY has
estimated the required amount of the bond as shown above.
2. PRINCIPAL's work on the Public Project will be done in accordance with
CITY's plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail
to complete all required work within the time allowed, CITY may, at its sole discretion, cause all
required work to be done and the parties executing the bond will be firmly bound for the
payment of all necessary costs therefor.
3. PRINCIPAL will guarantee its work against any defective work, labor, or
materials on the Public Project for a period of one (1) year following the Public Project's
Agreement No. 6685
completion and acceptance by CITY.
4. This bond is conditioned upon and guarantees due compliance with all applicable
law including, without limitation, the El Segundo Municipal Code ("ESMC").
5. SURETY, for value received, agrees that no changes, extensions of time,
alteration or modification of SPECIFICATIONS AND PLANS NO. PW 23-01 or of the
obligation to be performed will in any way affect its obligation on this bond, and it waives
notice of any such change, extension of time, alteration or modification of the Contract
documents or of the obligation to be performed.
6. This bond consists of this instrument; the plans and specifications identified
above; and the following two (2) attached exhibits all of which are incorporated herein by
reference:
A. A certified copy of the appointment, power of attorney, bylaws or
other instrument entitling or authorizing the persons executing
this bond to do so;
B, A certificate issued by the county clerk for the county in which
SURETY's representative is located conforming with California
Code of Civil Procedure § 995.640 and stating that SURETY's
certificate of authority has not been surrendered, revoked,
cancelled, annulled, or suspended, or in the event that it has, that
renewed authority has been granted; and
7. Should PRINCIPAL perform its obligations within the time allowed,
PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY;
otherwise this obligation will remain in full force and effect.
[SIGNATURES ON FOLLOWING PAGE]
Agreement No. 6685
SIGNED AND SEALED this 22nd day of ,tune , 2023
WHard& Harper, Inc. Fidelity and Deposit Company of Maryland
l
FNC,IPAL's PRESIDENT S RETY's l ' Dwight Reilly
Daniel as, "'e iden't Attorney -in -Fact
PRINCIPA"'s SECRETARY SURETY's SECRETARY
Kristen Paulino, Corporate Secretary
PRINCIPAL's MAILING ADDRESS: SURETY's MAILING ADDRESS:
Hard & Harper, Inc. Fidelity and Deposit Companyof Ma land
32 Rancho Circle 777 South Fi ueroa Street, Suite 3900
Lake Forest CA 92630 Los Angeles, CA 90017
NOTE: (1) ALL signatures must be acknowledged by a notary public.
Return one (1) original to City Clerk's Office.
(2) Bond shall be effective for one (1) year after acceptance of the job.
I-E-3
Agreement No. 6685
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the
document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California
County of Orange
On June 26. 2023 before me, Morggn E. Churnock. Notary Public ,
Date Here Insert Name and Title of the Officer
personally appeared Dgniel Maas and ri t n Paul'
Name(s) of Signer(s)
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) 19/are
subscribed to the within instrument and acknowledged to me that Wsloe/they executed the same in
his/her/their authorized capacity(ies), and that by h Whor/their signature(s) on the instrument the person(s),
or the entity upon behalf of which the person(s) acted, executed the instrument.
certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph
is true and correct.
MORGAN E. CHURNOCK WITNESS my hand and official seal. 01
Notary Public - California
Orange County
Commission N 2377551 Signature
+du xry " y Comm. Expires Oct 5, 2025 � e of f7 l nat t PUb11C
Place Notary Seal Above
OPTIONAL
Though this section is optional, completing this information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title or Type of Document: Document Date:
Number of Pages: Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name:Gen L Maas
.
0 Corporate Officer — Title(s): Pr skLent
❑ Partner — ❑ Limited ❑ General
❑ Individual ❑ Attorney in Fact
❑ Trustee ❑ Guardian or Conservator
❑ Other:
Signer Is Representing',
Hard & Har er I, nc,
Signer's Name: Kristen Paulino
0 Corporate Officer — Title(s): Corporate Secretary
❑ Partner — ❑ Limited ❑ General
❑ Individual ❑ Attorney in Fact
❑ Trustee ❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
r�lnc.
02014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907
Agreement No. 6685
ACKNOWLEDGMENT
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
L.validity' of that document.
State of California
County of Orange )
On 06/22/2023 before me, Melissa Ann Vaccaro Nota Public
(insert name and title of the officer)
personally appeared Dwight Reilly ,
who 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.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
MELISSAANNVACCARO�'
WITNESS my hand and official seal. COMM.#2401942 ,
Kira Notary Public -California
a 1 ORANGE COUNTY LL
';15 Nltl� Comm. Expires May 12, RC2Q
Signature Q (Seal)
Melissa Ann Vaccaro
Agreement,%)N,6§0402
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New
York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY
AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by
Robert D. Murray, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are
set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute,
and appoint Daniel HUCKABAY, Frank MORONES, Dwight REILLY, Arturo AYALA, Shaunna ROZELLE OSTROM, Benjamin
WOLFE, Chelsea LIBERATORE, Ben STONG, Michael D. STONG, R. NAPPI, Adrian LANGRELL of Orange, California, its true and
lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all
bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said
Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected
officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected
officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper
persons.
The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of
the By -Laws of said Companies, and is now in force.
IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said
ZURICH AMERICAN INSUANNCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 10th day of November,, A.D. 2022
.0 q
" SEAL N l G�nc a5 a:SEAa n r
a9
z
ro
ATTEST:
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
By: Robert D. Murray
Vice President
r. d
V LJ
By: Dawn E. Brown
Secretary
State of Maryland
County of Baltimore
On this loth day ofNovembe'r,, A D 2022, boforc the subscriber, a Notary Public of the SWAc of Maryland, duty cu'rmmawstauarert al and qualified, Robert
D. Murray, Vice President and Dawn E, Brown, Secretary ofthe Companies, to me personally known to be the individuals and officers described in and
who executed the preceding instrument, and acknowledged the execution of same, and being by me duly swom, deposeth and saith, that he/she is the said
officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate
Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written,
. a's
,
Constance A. Dunn, Notary Public
My Commission Expires: July 9, 2023
Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790
Agreement No. 6685
THE FINAL PREMIUM IS
PREDICATED ON THE
FINAL CONTRACT AMOUNT
LABOR AND MATERIALS BOND
FY 23/24 PAVEMENT REHBAILITATION PROJECT
PROJECT NO.: PW 23-01
Bond No. 7670502
Bond Fee: Included in Perf. Bond
Hardy & Harper, Inc, as principal
("PRINCIPAL") and Fidelity and Deposit Company of Maryland , a
corporation
incorporated under the laws of the State of Illinois and licensed by the State
of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held
and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of
ONE MILLION, SIX HUNDRED THIRTY-FIVE THOUSAND DOLLARS, ($1,635,000)
lawful money of the United States, which may be increased or decreased by a rider hereto
executed in the same manner as this bond, for the payment of which sum PRINCIPAL and
SURETY bind themselves, their successors, and assigns, jointly and severally, by this
instrument.
This bond is conditioned upon and guarantees payment by PRINCIPAL to Contractors,
Subcontractors, and persons renting equipment; payment by PRINCIPAL and all PRINCIPAL'S
Subcontractors for all materials, provisions, provender, or other supplies, and equipment used in,
upon, for or about the performance of the work contemplated in FY 23/24 PAVEMENT
REHABILITATION PROJECT , SPECIFICATIONS AND PLANS NO. PW 23-01
("Public Project"), the Public Works Contract executed for such Public Project, and for all
work or labor of any kind performed for the Public Project. In the case of any default in the
performance of the conditions and stipulations of this undertaking, it is agreed that
PRINCIPAL or SURETY will apply the bond or any portion thereof, to the satisfaction of
any damages, reclamation, assessments, penalties, or deficiencies arising by reason of such
default.
BOND CONDITIONS
1. PRINCIPAL will construct the public improvements identified in
SPECIFICATIONS AND PLANS NO. PW 23-01, and the Public Works Contract executed
for such Specifications, copies of which is on file with CITY's Engineering Division ("Public
Project"). Such performance will be in accordance with CITY's plans and profiles, which are
made a part of this bond when said plans and profiles are approved by the City Council and
filed with CITY's Engineering Division.
2. PRINCIPAL will pay all Contractors, Subcontractors, and persons renting
equipment.
Agreement No. 6685
3. PRINCIPAL will pay for all materials and other supplies, for equipment used in,
on, for or about the performance of the Public Project, and will pay for all work and labor
thereon.
4. This bond is conditioned upon and guarantees due compliance with all applicable
law including, without limitation, the El Segundo Municipal Code ("ESMC").
5. SURETY, for value received, agrees that no changes, extensions of time,
alteration or modification of SPECIFICATIONS AND PLANS NO. PW 23-01, or of the
obligation to be performed will in any way affect its obligation on this bond, and it waives
notice of any such change, extension of time, alteration or modification of the Contract
documents or of the obligation to be performed.
6. This bond consists of this instrument; the plans and specifications identified
above; and the following TWO (2) attached exhibits all of which are incorporated herein by
reference:
A. A certified copy of the appointment, power of attorney, bylaws or other
instrument entitling or authorizing the persons executing this bond to do so;
and
B. A certificate issued by the county clerk for the county in which SURETY's
representative is located conforming with California Code of Civil Procedure
§ 995.640 and stating that SURETY's certificate of authority has not been
surrendered, revoked, cancelled, annulled, or suspended, or in the event that
it has, that renewed authority has been granted.
7. Should PRINCIPAL perform its obligations within the time allowed,
PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY;
otherwise this obligation will be in full force and effect.
[SIGNATURES ON FOLLOWING PAGE]
Agreement No. 6685
SIGNED AND SEALED this 22nd day of ,tune 32023
, �ardy & Harper, Inc. Fidelity and Deposit Company of Maryland
s �t'� N`f SURETY's h " Dwight Reilly
' ' SID :��
jn=wnd Attorney -in -Fact
P` '' N CIPe: 's SECRETARY
Kristen Paulin, Corporate Secretary
PRINCIPAL's MAILING ADDRESS:
Hardy & Harper, Inc.
32 Rancho Circle
Lake Forest CA 92630
SURETY's SECRETARY
SURETY's MAILING ADDRESS:
• •11
NOTE: (1) ALL signatures must be acknowledged by a notary public.
Return one (1) original to City Clerk's Office.
(2) Bond shall be effective for one (1) year after acceptance of the job.
Agreement No. 6685
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189
A notary public or other officer completing this certificate verifies only the identity of the individual who signed the
document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document.
State of California )
County of Orange )
On June 26-2023 before me, . Motgan MorganE. Churnock, Nota Public „
Date Here Insert Name and Title of the Officer
personally appeared Darthel Maas and Kljgtgn P ulino
Name(s) of Signer(s)
who 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 hV/sKe/they executed the same in
has/hoer/their authorized capacity(ies), and that by his/har/their signature(s) on the instrument the person(s),
or the entity upon behalf of which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph
is true and correct.
MORGAN r. CHURNO WITNESS my hand and official seal.
bfic Ohio
ae ar�ax" r�Gih io County
�^ m' �wsww�rr�xztrsww,�2�"i755t
y Grwwsrrrw, Expires Oct 5„ 2025 Sig nature '
orgnatt re f o ry Public
Place Notary Seal Above
OPTIONAL
Though this section is optional, completing this information can deter alteration of the document or
fraudulent reattachment of this form to an unintended document.
Description of Attached Document
Title or Type of Document:
Number of Pages:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name: Qan T. Maaa Signer's Name: Kriste Paulino
❑r Corporate Officer — Title(s): EregidQnt ❑✓ Corporate Officer — Title(s): Corporate Secretary
❑ Partner — ❑ Limited ❑ General ❑ Partner — ❑ Limited ❑ General
❑ Individual ❑ Attorney in Fact ❑ Individual ❑ Attorney in Fact
❑ Trustee ❑ Guardian or Conservator ❑ Trustee ❑ Guardian or Conservator
❑ Other: ❑ Other:
Signer Is Representing: Signer Is Representing:
Hardy & Har er Inc. Hardy & Harter
02014 National Notary Association • www.NationalNotary.org • 1-800-US NOTARY (1-800-876-6827) Item #5907
Agreement No. 6685
ACKNOWLEDGMENT
w_w
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate is
attached, and not the truthfulness, accuracy, or
validit of that document.
State of California
County of Orange
On 06/22/2023 before me, Melissa Ann Vaccaro Nota Public
(insert name and title of the officer)
personally appeared Dwight Reilly
who 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.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
NN
WITNESS my anseaCOMM..#2401942 hand d official l. MEussA1942VACCAo
� n
N Notary Public-california �
ORANGE COUNTY a
comm. Expires May 12, 202G
Signature (Seal)
Melissa Ann Vaccaro
Agreement Nonc6o.§PA02
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That the ZURICH AMERICAN INSURANCE COMPANY, a corporation of the State of New
York, the COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, a corporation of the State of Illinois, and the FIDELITY
AND DEPOSIT COMPANY OF MARYLAND a corporation of the State of Illinois (herein collectively called the "Companies"), by
Robert D. Murray, Vice President, in pursuance of authority granted by Article V, Section 8, of the By -Laws of said Companies, which are
set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, do hereby nominate, constitute,
and appoint Daniel HUCKABAY, Frank MORONES, Dwight REILLY, Arturo AYALA, Shaunna ROZELLE OSTROM, Benjamin
WOLFE, Chelsea LIBERATORE, Ben STONG, Michael D. STONG, R. NAPPI, Adrian LANGRELL of Orange, California, its true and
lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as surety, and as its act and deed: any and all
bonds and undertakings, and the execution of such bonds or undertakings in pursuance of these presents, shall be as binding upon said
Companies, as fully and amply, to all intents and purposes, as if they had been duly executed and acknowledged by the regularly elected
officers of the ZURICH AMERICAN INSURANCE COMPANY at its office in New York, New York., the regularly elected officers of the
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY at its office in Owings Mills, Maryland., and the regularly elected
officers of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at its office in Owings Mills, Maryland., in their own proper
persons.
The said Vice President does hereby certify that the extract set forth on the reverse side hereof is a true copy of Article V, Section 8, of
the By -Laws of said Companies, and is now in force.
IN WITNESS WHEREOF, the said Vice -President has hereunto subscribed his/her names and affixed the Corporate Seals of the said
ZURICH AMERICAN INSURANCE COMPANY, COLONIAL AMERICAN CASUALTY AND SURETY COMPANY, and
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this loth day of Noveunbep A.D. 2022.
„,wen�a „�wNue
SEAL � "
ATTEST:
ZURICH AMERICAN INSURANCE COMPANY
COLONIAL AMERICAN CASUALTY AND SURETY COMPANY
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
By: Robert D. Murray
Vice President
By: Dawn E. Brown
Secretary
State of Maryland
County of Baltimore
On this 10th day of November„ A.D. 2022, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, Robert
D. Murray, Vice President and Dawn E. Brown, Secretary of the Companies, to me personally known to be the individuals and officers described in and
who executed the preceding instrument, and acknowledged the execution of same, and being by me duly swom, deposeth and saith, that he/she is the said
officer of the Company aforesaid, and that the seals affixed to the preceding instrument are the Corporate Seals of said Companies, and that the said Corporate
Seals and the signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporations,
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written.
x ocuuarrr�r
t o74
Constance A. Dunn, Notary Public
My Commission Expires: July 9, 2023
"�&C CP Mari MB.'tw
Authenticity of this bond can be confirmed at bondvalidator.zurichna.com or 410-559-8790
Agreement No. 6685
No. 2479-4
STATE OF CALIFORNIA
DEPARTMENT OF INSURANCE
SAN FRANCISCO
Amended
Certificate of Authority
Fidelity and Deposit Company of Maryland
or nizatiowl documents auth d v W�L( w �, is hereb , -orim- to transact"
Certificate, the following clas,�es of insurance:
Fire, Marine, Surety, Plate Glass, Liability, Workers' Compensation,
Boiler and Machinery, Burglary, Credit, Sprinkler, Team and Vehicle,
Automobile, Aircraft and Miscellaneous
as such classes are now or may hereqfler be de nod in the Insurance Laws ofthe State of California.
THIS CERTIFICATE is expressly conditioned upon the holder hereafnow and hereafter being in
60 C#jZ.17fi,kYCe wilh-711. "!Or"7of 1z aplicqlle loigTgiv! zgjv��*
P 7 IMM jFPPMW"WM P74 YM: X
applicable, and as such laws and requirements now are, or may hereafter be changed or amended
IN NTIUIESS VTIE.�U-*F, �Ifective as of the 12' day of March,
2019, 1have set Kv hand and cau—sed m._v . . . . .
12"' day ofMarck 201.9.
BY Valerie SarfiLty
for Catalina Hayes -Bautista
Insurance niqfDepajy
ORR
L 01,00M.11
Ae C%VLTqatq Tiede i-f *,e avq1ic,,Ativr t.�eref*r mid INg r"O"g4i.-ints rscit-,�ir
Agreement No. 6685
HUGH NGUYEN PROPERTY RECORDS
l� BIRTH AND DEATH RECORDS
CLERK -RECORDER MARRIAGE LICENSES/RECORDS
PASSPORTS
CERTIFICATE OF ADMITTED SURETY INSURER
Certificate pursuant to 995.640(a) Code of Civil Procedure
State of California
County of Orange
FICTITIOUS BUSINESS NAMES
NOTARY REGISTRATION
ORANGE COUNTY ARCHIVES
I, Hugh Nguyen, County Clerk -Recorder of the County of Orange, State of California, in and for
said County, DO HEREBY CERTIFY THAT Fidelity and Deposit Company of Maryland
has been issued a Certificate of Authority as an Admitted Surety Insurer by the State of
California Insurance Commissioner who authorized the Insurer to transact Surety Insurance in
the State of California and that based on the records in this office, that authority has not been
surrendered, revoked, cancelled, annulled or suspended.
In Testimony Whereof, I execute this certificate and have hereunto set my hand and affixed the
seal of said County on 06/22/2023.
Hugh Nguyen, Orange County Clerk -Recorder
Aizo
,(A D �eputy Clerk -Recorder
NORTH COUNTY BRANCH OFFICE
ORANGE COUNTY
OLD ORANGE COUNTY
SOUTH COUNTY BRANCH OFFICE
WELLS FARGO BUILDING
COUNTY ADMINISTRATION SOUTH
COURTHOUSE
LAGUNA HILLS CIVIC CENTER
222 S. HARBOR BLVD., STE 110
601 N. ROSS STREET
211 W. SANTA ANA BLVD. ROOM 201
24031 EL TORO ROAD, SUITE 150
ANAHEIM, CALIFORNIA 92805
SANTA ANA, CALIFORNIA 92701
SANTA ANA, CALIFORNIA 92701
LAGUNA HILLS, CALIFORNIA 92653
(714) 834-2500
♦ FAX (714) 834-2675 0 WWW.00RECORDER.COM
♦ WWW.0CARCHIVES.COM
Agreement No. 6685
lkyall 0 41 1
CONTRACT DOCUMENTS
PLANS & SPECIFICATIONS
FOR
PY 22/23 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
350 MAIN STREET
EL SEGUNDO, CA 90245
310-524-2300
https://www. elsegundo.org/government/departments/city-clerk/bid-rfp
MANDATORY PRE -BID MEETING
TUESDAY, MAY 29 2023, AT 10:00 AM
CIVIC CENTER PLAZA
350 MAIN STREET
EL SEGUNDO, CA 90245
BIDS DUE TUESD.AY, MAY 99 2023, at 11:00 AM
I
Agreement No. 6685
MANDATORY PRE -BID MEETING LOCATION
TUESDAY, MAY 2, 2023, 10:00 AM
at the El Segundo Civic Center Plaza
350 Main Street, El Segundo, CA 90245
2
Agreement No. 6685
BIDS WILL BE RECEIVED
UP TO THE HOUR
OF 11:00 A.M.
TUESDAY, MAY 9, 2023
IN THE
OFFICE OF THE CITY CLERK
CITY HALL
350 MAIN STREET
EL SEGUNDO, CALIFORNIA 90245
AT WHICH TIME THEY WILL BE
PUBLICLY OPENED
3
Agreement No. 6685
SPECIAL INSTRUCTIONS TO CONTRACTORS
Contractors are required to review section 7-3 of the STANDARD SPECIFICATIONS,
pages II-11-25 thru II-B-26 "LIABILITY INSURANCE".
ONLY CONTRACTORS ABLE TO OBTAIN AND FURNISH THE REQUIRED
COVERAGE AND ENDORSEMENT "ISO" FORMS SHOULD CONSIDER
SUBMITTING A BID PACKAGE.
The Contractor will be required to apply and obtain an Encroachment Permit from the City Public
Works Department as well as any applicable Building/Safety Permit from the City Building
Planning and Building Safety Department.
The Contractor shall be responsible for calling the Building Safety Division for inspections. All
noted deficiencies shall be corrected by the contractor. The project will not be accepted as complete
until the contractor obtains a final sign -off from the Department of Planning and Building Safety.
4
Agreement No. 6685
TABLE OF CONTENTS
SECTION I — LEGAL
A. NOTICE INVITING SEALED BIDS
B. BIDDING INSTRUCTIONS
1. DEFINITION
2. BIDDER'S REPRESENTATIONS
3. BIDDING DOCUMENTS
4. INTERPRETATION OR CORRECTION OF BIDDING
DOCUMENTS
5. PRODUCT SUBSTITUTIONS
6. SUBCONTRACTORS
7. ADDENDA
8. PRE -BID CONFERENCE
9. FORM AND STYLE OF BIDS
10. BID SECURITY
11. MODIFICATION OR WITHDRAWAL OF BID
12. OPENING OF BIDS
13. REJECTION OF BIDS
14. AWARD
C. PROPOSAL
1. PROPOSAL, FIRST PAGE
2. BID SCHEDULES
a. BASE BID
b. ALTERNATIVE BID
3. BIDDER'S INFORMATION
4. BIDDER AND NOTARIAL ACKNOWLEDGEMENT
5. PROPOSAL GUARANTEE BID BOND
6. CONTRACTOR'S LICENSE DECLARATION
7. NON -COLLUSION AFFIDAVIT
8. WORKER'S COMPENSATION CERTIFICATION
9. DESIGNATION OF SUBCONTRACTORS
10. REFERENCES
11. BIDDER'S STATEMENT OF PAST DISQUALIFICATIONS
11. INSURANCE REQUIREMENTS
D. CITY OF EL SEGUNDO PUBLIC WORKS CONTRACT
E. FAITHFUL PERFORMANCE BOND
PAGE
I-A-1 TO A-3
I-B-1 TO B-8
I-B-1
I-B-1
I-B-2
I-B-2
I-B-3
I-B-3
I-B-3
I-B-3
I-B-4
I-B-5
I-B-6
I-B-6
I-B-6
I-B-7
I-C-1 TO C-17
I-C-1
I-C-3
I-C-3
I-C-4
I-C-6
I-C-8
I-C-9
I-C-10
I-C-11
I-C-12
I-C-13
I-C-14
I-C-17
I-C-18
I-D-1 TO D-5
I-E-1 TO E-3
F. MATERIAL AND LABOR BOND I-F-1 TO F-3
Agreement No. 6685
SECTION II — GENERAL REQUIREMENTS PAGE
A. GENERAL SPECIFICATIONS II-A-1 TO A-2
1. REGISTRATION OF CONTRACTORS
II-A-1
2. INSURANCE AND CITY BUSINESS LICENSE
II-A-1
3. EMERGENCY INFORMATION
II-A-1
4. FURNISHING OF WATER
II-A-1
5. CALIFORNIA — OCCUPATIONAL SAFETY
AND HEALTH ADMINISTRATION
II-A-1
6. SOUND CONTROL
II-A-2
7. AIR POLLUTION CONTROL
II-A-2
8. WORKER UNIFORMS
II-A-2
B. GENERAL PROVISIONS II-B-1 TO B-34
0-1
STANDARD SPECIFICATIONS
II-B-1
0-2
NUMBERING OF SECTIONS
II-B-1
0-3
MODIFICATIONS
II-B-1
1-2
DEFINITIONS
II-B-1
1-2.1 ADDITIONAL DEFINITIONS
II-B-1
1-3 ABBREVIATIONS
II-B-2
2-0
SCOPE AND CONTROL OF WORK
II-B-3
2-1.1 ACCESS TO PROJECT SITE
II-B-3
2-1.2 OWNERSHIP AND USE OF CONTRACT
II-B-3
DOCUMENTS
2-3
SUBCONTRACTS
II-B-3
2-3.1 GENERAL
II-B-3
2-3.2 ADDITIONAL RESPONSIBILITY
II-B-4
2-4
CONTRACT BONDS
II-B-4
2-5
PLANS AND SPECIFICATIONS
II-B-5
2-5.1 GENERAL
II-B-5
2-5.2 PRECEDENCE OF CONTRACT DOCUMENTS
II-B-5
2-5.5 ACCURACY OF PLANS AND SPECIFICATIONS
II-B-6
2-8
RIGHT-OF-WAY
II-B-6
2-8.1 ADDITIONAL WORK AREAS AND FACILITIES
II-B-6
2-9
SURVEYING
II-B-6
2-9.3 SURVEY SERVICE
II-B-6
2-9.3.1 CONSTRUCTION SURVEYING
II-B-7
2-9.3.2 MEASUREMENT AND PAYMENT
II-B-7
3-3.2.2 BASIS FOR ESTABLISHING COSTS
II-B-7
3-3.2.3 MARK UP
II-B-7
11
Agreement No. 6685
SECTION II — GENERAL REQUIREMENTS (Continued)
3-3.3 DAILY REPORTS BY CONTRACTOR
3-4 CHANGED CONDITIONS
3-5 DISPUTED WORK
4-1.3 INSPECTION REQUIREMENTS
4-1.3.1 GENERAL
4-1.3.2 INSPECTION OF MATERIALS NOT
PRODUCED LOCALLY
4-1.6 TRADE NAMES OR EQUALS
5-2 PROTECTION
5-2.1 INCORRECT LOCATION OF UTILITIES
5-4 RELOCATION
5-4.1 RESPONSIBILITY OF UTILITY REMOVAL
OR RELOCATION
5-5 DELAYS
5-5.1 CALCULATING IDLE TIME
6-1 CONSTRUCTION SCHEDULE AND
COMMENCEMENT OF WORK
6-1.1 CONTRACT SCHEDULE
6-1.2 CONTENT OF CONTRACT SCHEDULE
6-1.3 EFFECT OF CONTRACT SCHEDULE
6-1.4 COMMENCEMENT OF CONTRACT TIME
6-4 DEFAULT BY CONTRACTOR
6-4.1 GENERAL
6-4.2 TERMINATION OF CONTRACTOR'S
CONTROL OVER THE WORK
6-4.3 SURETY'S ASSUMPTION OF CONTROL
6-6 DELAYS AND EXTENSIONS OF TIME
6-6.1 GENERAL
6-6.2 EXTENSION OF TIME
6-6.3 PAYMENT FOR DELAYS TO CONTRACTOR
6-6.4 WRITTEN NOTICE AND REPORT
6-7.2 WORK DAYS AND WORKING HOURS
6-7.4 NIGHT WORK
6-7.5 WEEKEND AND HOLIDAY WORK
6-8 COMPLETION AND ACCEPTANCE
6-8.1 GENERAL GUARANTY
6-9 LIQUIDATED DAMAGES
6-9.1 FAILURE TO COMPLETE WORK ON TIME
6-11 DISPUTES AND CLAIMS; PROCEDURE
6-11.1 GENERAL
6-11.2 FORM
ui
PAGE
II-13-8
II-B-8
II-B-9
II-B-9
II-B-9
II-B-10
II-B-12
II-B-12
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Agreement No. 6685
SECTION II — GENERAL REQUIREMENTS (Continued)
6-11.3 CLAIMS SUBMITTED TO ENGINEER
6-11.4 CLAIMS IS PREREQUISITE TO OTHER REMEDY
6-11.5 DECISION ON CLAIMS
6-11.6 APPEAL OF ENGINEER'S DECISION
6-11.7 MEDIATION
6-11.8 ARBITRATION
6-11.9 WHEN ARBITRATION DECISION BECOMES
BINDING
6-11.10APPEAL TO SUPERIOR COURT; WAIVER
OF JURY TRIAL
7-2 LABOR
7-2.3 PREVAILING WAGES
7-2.4 RECORD OF WAGES PAID; INSPECTION
7-3 LIABILITY INSURANCE
7-3.1 GENERAL
7-3.2 INDEMNIFICATION AND DEFENSE
7-5 PERMITS
7-8.1 CLEAN UP AND DUST CONTROL
7-8.1.1 GENERAL
7-8.1.2 WATERING
7-8.6 WATER POLLUTION CONTROL
7-9 PROTECTION AND RESTORATION OF
EXISTING IMPROVEMENTS
7-10 PUBLIC CONVENIENCE AND SAFETY
7-10.1 TRAFFIC AND ACCESS
7-10.2 STREET CLOSURES, DETOURS, BARRICADES
7-10.5 PROTECTION OF THE PUBLIC
7-15 HAZARDOUS MATERIAL
9-2 LUMP SUM WORK
9-3.2 PARTIAL AND FINAL PAYMENTS
9.3.3 DELIVERED MATERIALS
100- 1 TERMINATION OF AGENCY LIABILITY
IV
PAGE
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Agreement No. 6685
SECTION III — SPECIAL PROVISIONS PAGE
1-0. GENERAL SCOPE, TIME FOR COMPLETION,
AND LOCATION OF WORK
III-A-1
24
NOTIFICATIONS
III-A-2
3-0.
MOBILIZATION
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44
CONSTRUCTION & DEMOLITION
MATERIALS RECYCLING REQUIREMENTS
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5-0,
WORK SCHEDULE
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6-0.
EXAMINATION OF JOB SITE AND
MEASUREMENT VERIFICATION
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7-0.
INSPECTION
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8-0.
WORK AREA SAFETY
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9-0.
USE OF PRIVATE PROPERTY AND PROTECTION
OF EXISTING IMPROVEMENTS
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10-0.
STORAGE OF MATERIALS AND EQUIPMENT
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11-0.
DISPOSAL OF REMOVALS
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12-0.
BUILDING SAFETY AND PUBLIC WORKS
ENCROACHMENT PERMITS
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13-0.
CENTERLINE TIES AND BOUNDARY
MARKERS
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14-0.
NPDES COMPLIANCE
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15-0.
TREE & TREE ROOTS
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16-0.
CURB DRAIN OUTLETS
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17-0.
OTHER METER BOXES; PULL BOXES
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18-0.
TRAFFIC CONTROL, PUBLIC SAFETY,
AND CONVENIENCE
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19-0.
TRASH PICKUP, STREET SWEEPING, AND
MAIL DELIVERIES
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20-0.
COMPLETION
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21-0.
WARRANTY
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SECTION IV — MEASUREMENT AND PAYMENT
SECTION V — TECHNICAL SPECIFICATIONS
APPENDICES
A. CITY MAP
B. TYPICAL NO PARKING SIGN - EL SEGUNDO STANDARD ST-18
C. CONSTRUCTION AND DEMOLITION RECYCLING FORMS (INCLUDED
AS PART OF SECTION III, SPECIAL PROVISIONS)
D. PROJECT LOCATION MAP
E. CENTERLINE TIE MAP
F. SCHOOL, CHURCHES, PARKS, AND BUS COMPANY CONTACTS
v
Agreement No. 6685
NOTICE INVITING SEALED BIDS
FOR THE
FY 22/23 PAVEMENT REHABILITATION PROJECT
IN THE CITY OF EL SEGUNDO
PROJECT NO.: PW 23-01
The City of El Segundo is accepting sealed bids in the City Clerk's office, 350 Main Street, El Segundo,
California 90245, until 11:00 a.m. on:
TUESDAY, MAY 9, 2023
at which time they will be publicly opened. Bids will not be accepted after that time.
As described in the Bidding Documents, the bids are for a public works project ("Project") which
consists of traffic control, centerline -tie surveying and tie replacement if removed, tree root dig -outs,
asphalt repairs, asphalt cold milling, hot mix asphalt paving, sewer and storm drain manhole -cover
adjusting, water system valve -cover adjusting, clearing and grubbing for slurry seal, crack sealing,
mechanically removing striping in slurry seal areas, protecting manhole, valve covers, or concrete areas
from slurry seal, slurry seal Type 11 resurfacing, dust control, street sweeping, thermoplastic re -striping,
reinstalling pavement markings, and related work.
Work on the Project must be performed in strict conformity with Specifications No. PW 23-01 as
adopted by the El Segundo City Council on April 18, 2023, which is filed with the Public Works
Department. Contractors bidding the project shall provide a minimum of five government agency
references, preferably municipal, for building similar projects (in terms of scope, size, type, magnitude
and complexity), as the prime contractor in the past five (5) years. Bidders shall include references, etc.
to demonstrate qualifications.
Copies of the Plans, Specifications, Contract Documents and Engineer's estimate are available from
the Engineering Division of the Public Works Department, City of El Segundo, 350 Main Street, El
Segundo, California, 90245. Plans And Specifications are alternately available electronically via
A pre -bid meeting is scheduled for Tuesday, May 2, 2023, at 10:00 AM, at the Civic Center Plaza,
350 Main Street, El Segundo, CA 90245. Bidders' attendance at this meeting is mandatory.
Questions regarding the bid shall be submitted by 4:00 pm on Wednesday, May 3, 2023 to
jAtjls-.//NVWW.,K!--L"tllldo.org/,ovet,iinient/clenal-t�aii,Public-works/�qg hest-nublic-Nvor mITbid,
The terms and conditions for bidding on the Project are described in the attached Bidding Instructions.
This project requires payment of State prevailing rates of wages for Los Angeles County. The contractor
must post copies of the prevailing schedule at each job site. Copies of these rates of wages are available
from the State of California Department of Industrial Relations Prevailing Wage Unit, Telephone No.
(415) 703-4774. The website for this agency is currently located at www.dir.ca.gov.
Note that the Project is subject to compliance monitoring and enforcement by California Department
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Agreement No. 6685
of Industrial Relations. Pursuant to California law, the City must find bids failing to comply with all
applicable Labor Code requirements including, without limitation, Labor Code §§ 1725.5 and 1771.4
to be nonresponsive.
The contractor to whom the contract is awarded must assist in locating, qualifying, hiring and increasing
the skills of minority group employees and applicants for employment, as set forth in F,xecutivP Order
11246 and 11375.
Any contract entered into pursuant to this notice will incorporate the provisions of the State Labor
Code. Compliance with the prevailing rates of wages and apprenticeship employment standards
established by the State Director of Industrial Relations will be required.
Affirmative action to ensure against discrimination in employment practices on the basis of race, color,
national origin, ancestry, sex, or religion will also be required.
The City of El Segundo 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.
Prevailing Wage: Federal Labor Standards Provisions, including prevailing wage requirements
of the Davis -Bacon and Related Acts will be enforced. In the event of a conflict between Federal
and State wage rates, the higher of the two will prevail.
The Contractor's duty to pay State prevailing wages can be found under Labor Code Section
1770 et. Seq. and Labor Code Sections 1775 and 1777.7 outline the penalties for failure to pay
prevailing wages and employ apprentices including forfeitures and debarment.
Five percent (5%) will be deducted from each progress payment and retained by the City. The remainder
less the amount of all previous payments will be paid to the Contractor. Pursuant to Public Contracts
Code ("PCC") § 22300, the Contractor may substitute securities for retention monies held by the City
or request that the City place such monies into an escrow account. The Contractor is notified, pursuant
to PCC § 22300, any such election will be at Contractor's own expense and will include costs incurred
by the City to accommodate the Contractor's request.
In entering into a Public Works contract, or a subcontract, to supply goods, services, or materials
pursuant to a public works contract, the Contractor, or Sub -Contractor, offers and agrees to assign
to the awarding body all rights, title and interest in, and to, all causes of action it may have under Section
4 of the Clayton Act (15 U.S.C. Section 15) or under the Cartwright Act (Chapter 2 [commencing with
Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases
of goods, services, or materials pursuant to the public works contract or the subcontract. This
assignment shall be made and become effective at the time the awarding body tenders final payment to
the Contractor, without further acknowledgment by the parties.
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Agreement No. 6685
Bids must be prepared on the approved Proposal forms in conformance with the Instructions to Bidders
and submitted to the City Clerk, 350 Main Street, City of El Segundo, in a sealed envelope plainly
marked on the outside:
"SEALED BIDS FOR PROJECT NO.: PW 23-01
FY 22/23 PAVEMENT REHABILITATION PROJECT
IN THE CITY OF EL SEGUNDO
DO NOT OPEN WITH REGULAR MAIL"
The bid must be accompanied by a bid bond, made payable to the City of El Segundo for an amount no
less than ten percent (10%) of the amount bid for the base contract.
No bid will be accepted from a Contractor who has not been licensed in accordance with the provisions
of the State Business and Professions Code. For these projects, those acceptable classes of license shall
be "A" or "C-12". The successful Contractor and his Sub -Contractors will be required to possess
the correct license for their project classifications, and valid City Business Licenses from the City of El
Segundo.
The City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to take
all bids under advisement for a period of ninety (90) calendar days.
Any contract entered into pursuant to this notice shall become effective or enforceable against the City
of El Segundo only when the formal written contract has been duly executed by the appropriate
officer(s) of the City of El Segundo.
DATED this 20' day of April 2023.
CITY OF EL SEGUNDO, CALIFORNIA
Tracy Weaver, City Clerk
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Agreement No. 6685
BIDDING INSTRUCTIONS
DEFINITIONS. Unless provided otherwise, the definitions in the Greenbook, Special
Conditions, or other Contract Documents are applicable to all Bidding Documents.
1.1 "Addenda" means written or graphic instruments issued by the City before the Bid
Deadline that modify or interpret the Bidding Documents by additions, deletions,
clarifications, or corrections.
1.2 "Alternate" means a proposed change in the Work, as described in the Bidding
Documents which, if accepted, may result in a change to either the Contract Sum
or the Contract Time, or both.
1.3 "Bid Deadline" means the date and time designated in the Notice for Bids as the
last date and time for receipt of Bids, as may be revised by Addenda.
1.4 "Bidder" means a person or firm that submits a Bid.
1.5 "Bidding Documents" means the construction documents prepared and issued for
bidding purposes including all Addenda.
1.6 "Lump Sum Base Bid" means the sum stated in the Bid for which Bidder offers to
perform the Work described in the Bidding Documents, but not including unit price
items or Alternates.
1.7 "Unit Price" means an amount stated in the Bid for which Bidder offers to perform
the Unit Price Work for a fixed price per unit of measurement.
2. BIDDER'S REPRESENTATIONS. By making its Bid, Bidder represents that:
2.1 Bidder read, understood, and made the Bid pursuant to the requirements in the
Bidding Documents.
2.2 Bidder visited the Project site and is familiar with the conditions under which the
Work will be performed and the local conditions as related to the Contract
Documents.
2.3 The Bid is based upon the materials, equipment, and systems required by the
Bidding Documents.
2.4 Bidder and all Subcontractors, regardless of tier, have the appropriate current
licenses issued by the State of California Contractor's State License Board for the
Work to be performed. If Bidder is a joint venture, the Bidder will have a joint
venture license appropriate for the performance of the work, and each member of
the joint venture will likewise have the appropriate license. Business and
Professions Code § § 7000-7191 establish licensing requirements for contractors. If
a Bidder, that is a specialty contractor, submits a Bid involving 3 or more
specialized building trades, the work of which is more than incidental and
supplemental to the performance of the Work for which Bidder holds a specialty
contractor license, Bidder must also hold either (1) a specialty contractor "C"
license in each such trade, (2) a General Engineering contractor "A" license, or (3)
a General Building contractor `B" license. This requirement is applicable whether
or not Bidder lists a Subcontractor for each such trade.
2.5 If licensure or proper licensure is controverted, then proof of licensure pursuant to
this section must be made by production of a verified certificate of licensure from
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Agreement No. 6685
the Contractors' State License Board which establishes that the individual or entity
bringing the action was duly licensed in the proper classification of contractors at
all times during the performance of any act or contract covered by the action.
Nothing in this subdivision requires any person or entity controverting licensure or
proper licensure to produce a verified certificate. When licensure or proper
licensure is controverted, the burden of proof to establish licensure or proper
licensure is on the licensee.
2.6 Bidder has the expertise and financial capacity to perform and complete all
obligations under the Bidding Documents.
2.7 The person executing the Bid Form is duly authorized and empowered to execute
the Bid Form on Bidder's behalf.
2.8 Bidder is aware of and, if awarded the Contract, will comply with Applicable Code
Requirements in its performance of the Work.
2.9 The Bidder has paid the City's business license fee(s)
2.10 The Bidder, per SB 854 requirements for public projects, has registered with and
paid their annual fee to the California State Department of Industrial Relations.
Information about SB 854 and its requirements can be found at this link:
http://www.dir.ca.gov/Publie-Works/SB854.html
BIDDING DOCUMENTS
3.1 Bidders may obtain complete sets of the Bidding Documents from the City's
Public Works Department for the sum stated in the Notice for Bids.
3.2 Bidders will use a complete set of Bidding Documents in preparing Bids.
3.3 The City makes copies of the Bidding Documents available, on the above terms,
for the sole purpose of obtaining Bids for the Work and does not confer a license
or grant permission for any other use of the Bidding Documents.
4. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS.
4.1 Before submitting its Bid, Bidder will carefully study and compare the various
documents comprising the Bidding Documents and compare them with any other
work being bid concurrently or presently under construction which relates to the
Work for which the Bid is submitted; will examine the Project site, the conditions
under which the Work is to be performed, and the local conditions; and will at once
report to the City's Representative errors, inconsistencies, or ambiguities
discovered.
4.2 Requests for clarification or interpretation of the Bidding Documents will be
addressed to the City's Representative.
4.2.1 The release of the bid package begins a quiet period for potential Bidders
participating in this project. The City of El Segundo realizes it is critical to
provide Bidders with a vehicle to ask questions so that quality responses
can be prepared. Questions must be submitted in writing to project
managers via the City website:
Jitt a :/SEAnr.elsc = wA do .or >d" ovcr� � er cie rt ants/ �abl a
",oi°ks/request- Ru:blic-works-bicl
Responses to all questions will be provided in writing to all Bidders in
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Agreement No. 6685
accordance with the schedule below. We will not identify companies or
individuals that pose questions. Potential bidders must not call City of El
Segundo employees to discuss potential projects or ask questions regarding
the bid.
Questions Due by 4:00 pm, Wednesday, May 3, 2023
Questions Answered by 4:00 pm Thursday, May 4, 2023
4.3 Clarifications, interpretations, corrections, and changes to the Bidding Documents
will be made by Addenda. Clarifications, interpretations, corrections, and changes
to the Bidding Documents made in any other manner will not be binding and
Bidders must not rely upon them.
PRODUCT SUBSTITUTIONS. No substitutions will be considered before award of
Contract. Substitutions will only be considered after award of the Contract and as provided
for in the Contract Documents.
6. SUBCONTRACTORS.
6.1 Each Bidder will list in the Bid Form all first -tier Subcontractors that will perform
work, labor or render such services. The Bid Form contains spaces for the following
information when listing Subcontractors: (1) Work Activity; (2) name of
Subcontractor; (3) city of Subcontractor's business location. Failure to list any of
these items on the Bid Form will result in the City treating the Bid as if no
Subcontractor was listed for the Work and that Bidder represents to the City that it
is fully qualified to perform that portion of the Work and will perform do so.
6.2 Subcontractors listed in the Bid Form will only be substituted after the Bid Deadline
with the City's written consent in accordance with California law.
7. ADDENDA.
7.1 Addenda will be in writing and issued only by the City. Addenda will be mailed or
delivered to all who are known by the City to have received a complete set of
Bidding Documents and who have provided a street address for receipt of Addenda.
7.2 Copies of Addenda will be made available for inspection at the City's Public Works
Department.
7.3 The City will issue Addenda so that they are received by prospective Bidders not
later than three (3) business days before the Bid Deadline. Addenda that withdraw
the request for Bids or postpone the Bid Deadline may be issued anytime before the
Bid Deadline.
7.4 Each Bidder is responsible for ensuring that it has received all issued Addenda
before issuing a Bid.
8. PRE -BID CONFERENCE. Bidder will attend a Pre -Bid Conference where City will
discuss the Bidding Documents, answer questions, accept comments, and conduct a Project
site visit. The City requires all Pre -Bid Conference attendees to arrive for the meeting on
time and to sign an attendance list which is used to determine if Bidders meet this
requirement. Any Bidder not attending the Pre -Bid Conference in its entirety will be
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Agreement No. 6685
deemed to have not complied with the requirements of the Bidding Documents and its Bid
will be rejected.
FORM AND STYLE OF BIDS
9.1 Bids will be submitted on the Bid Form included with the Bidding Documents. Bids
not submitted on the City's Bid Form will be rejected.
9.2 All blanks on the Bid Form will be filled in legibly in ink or by typewriter.
9.3 Bidder's failure to submit a price for any Alternate or unit price will result in the
Bid being considered as nonresponsive. If Alternates are called for and no change
in the Lump Sum Base Bid is required, enter "No Change."
9.4 Each Bidder must fill out the "Bidders Statement of Past Contract Disqualifica-
tions" form stating any and all instances of contract disqualifications due to a
violation of a law or safety regulation. The Bidder must explain the circumstances
of each disqualification. The City may reject the bid based on such information.
9.5 Bidder will make no stipulations on the Bid Form nor qualify the Bid in any
manner.
9.6 The Bids will be based upon full completion of all the Work as shown on the plans
and specifications. It is expressly understood that the plans are drawn with as much
accuracy as is possible in advance, but should errors, omissions or discrepancies
exist in the plans which show conditions that vary from those encountered in
construction, the Bidder (if awarded the Contract) specifically agrees to construct
a completed work ready for the use and in the manner which is intended. In the
event of increasing or decreasing of work, the total amount of work actually done
or materials or equipment furnished must be paid for according to the unit or lump
sum price established for such work under the contract, wherever such unit or lump
sum price has been established. In the event no prices are named in the contract to
cover such changes or alterations, the cost of such changes must be covered as extra
work.
9.7 The Bid Form will be signed by a person or persons legally authorized to bind
Bidder to a contract. Bidder's Representative will sign and date the Declaration
included in the Bid Form. Failure to sign and date the declaration will cause the Bid
to be rejected.
9.8 Bids must be submitted in writing on the Proposal forms provided by the City of El
Segundo. One (1) set of these Proposal forms is inserted loose herein for use by the
bidders. Bidders are required to submit one (1) original set of the proposal
forms. All information requested therein must be clearly and legibly set forth in the
manner and form indicated.
9.9 Bidders must satisfy themselves by personal examination of the work site, Plans,
Specifications, and other contract documents, and by any other means as they may
believe necessary, as to the actual physical conditions, requirements and difficulties
under which the work must be performed. No bidder shall at any time after
submissions of a proposal make any claim or assertion that there was any
misunderstanding or lack of information regarding the nature or amount of work
necessary for the satisfactory completion of the job. Any errors, omissions, or
discrepancies found in the Plans, Specifications, or other contract documents shall
be called to the attention of the City of El Segundo and clarified prior to the
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Agreement No. 6685
submission of proposals.
10. BID SECURITY
10.1 Each Bid will be accompanied by Bid Security, in the amount of 10% of the Lump
Sum Base Bid as security for Bidder's obligation to enter into a Contract with the
City on the terms stated in the Bid Form and to furnish all items required by the
Bidding Documents. Bid Security will be a Bid Bond on the form provided by the
City or a certified check made payable to "City of El Segundo." When a Bond is
used for Bid Security, failure to use the City's Bid Bond form will result in the
rejection of the Bid.
10.2 If the apparent lowest responsible Bidder fails to sign the Agreement and furnish
all items required by the Bidding Documents within the time limits specified in
these Instructions to Bidders, the City will disqualify such Bidder and select the
next apparent lowest responsible Bidder until all bids have been exhausted or the
City may reject all bids. In such an event, the disqualified Bidder will be liable for
and forfeit to the City the amount of the difference, not to exceed the amount of the
Bid Security, between the amount of the disqualified Bid and the larger amount for
which the City procures the Work.
10.3 If a Bid Bond is submitted and an attorney -in -fact executes the Bid Bond on behalf
of the surety, a notarized and current copy of the power of attorney will be affixed
to the Bid Bond. The surety issuing the Bid Bond will be listed in the latest
published State of California, Department of Insurance list of, "Insurers Admitted
to Transact Surety Insurance in This State."
10.4 The City will retain Bid Security until the occurrence of one of the following:
10.4.1 All items required by the Bidding Documents have been furnished and the
Agreement has been signed by the successful Bidder and the City.
10.4.2 The specified time has elapsed during which Bids may be withdrawn.
10.4.3 All Bids have been rejected.
10.5 The Bid Form, Bid Security, and all other documents required to be submitted with
the Bid must be enclosed in a sealed opaque envelope. The envelope must be
addressed to the City Clerk. The envelope must be identified with the Bidder's
name and address, and identify the Project for which the Bid is submitted, as
follows: "SEALED BIDS FOR PROJECT NO.: PW 23-01 FY 22/23
PAVEMENT REHABILITATION PROJECT IN THE CITY OF EL
SEGUNDO. NOT OPEN WITH REGULAR MAIL." Proposals may be mailed
or delivered by messenger.
10.6 Bids will be deposited at the designated location on or before the Bid Deadline. A
Bid received after the Bid Deadline will be returned to Bidder unopened.
10.7 Bidder will assume full responsibility for timely delivery at the location designated
for receipt of Bids.
10.8 Oral, telephonic, facsimile, or telegraphic Bids are invalid and will not be accepted.
10.9 All proposals must be submitted, filed, made, and executed in accordance with State
and Federal laws related to bids for contracts of this nature whether the same is
expressly referred to herein or not. Any bidder submitting a proposal shall by such
action thereby agree to each and all of the terms, conditions, provisions, and
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Agreement No. 6685
requirements set forth, contemplated, and referred to in the Plans, Specifications,
and other contract documents, and to full compliance therewith.
11. MODIFICATION OR WITHDRAWAL OF BID.
11.11 Before the Bid Deadline, a submitted Bid may be modified or withdrawn. Notice
of such action will be given to the City in writing and signed by the Bidder's
authorized representative. A change so made will be so worded as not to reveal the
amount of the original Bid.
11.12 A withdrawn Bid may be resubmitted up to the Bid Deadline, provided that it then
fully complies with the Bidding Requirements.
11.13 Bid Security will be in an amount sufficient for the Bid as modified or resubmitted.
11.14 Bids may not be modified, withdrawn, or canceled within sixty (60) days after the
Bid Deadline unless otherwise provided in Supplementary Instructions to Bidders.
11.15 Proposals may not be withdrawn after said Bid Deadline without forfeiture of the
proposal guarantee.
11.16 The withdrawal of a proposal will not prejudice the right of the bidder to submit a
new proposal, providing there is time to do so.
11.17 No mention shall be made in the proposal of Sales Tax, Use Tax, City Business
License, or any other tax, as all amounts bid will be deemed and held to include
any such taxes, which may be applicable.
11.18 No mention shall be made in the proposal of the cost of bonds as all amounts bid
will be deemed and held to include any such costs, which may be applicable.
12. OPENING OF BIDS. Bids submitted in the manner required by these instructions and are
received on or before the Bid Deadline will be opened publicly.
13. REJECTION OF BIDS.
13.1 The City will have the right to reject all Bids.
13.2 The City will have the right to reject any Bid not accompanied by the required Bid
Security or any other item required by the Bidding Documents, or a Bid which is
in any other way materially incomplete or irregular.
13.2.1 Unrequested/unauthorized conditions, limitations, or provisions attached to
a proposal will render it irregular and may cause its rejection. The
completed proposal forms shall be without interlineations, alterations, or
erasures. Alternative proposals will not be considered unless specifically
requested. No oral, telegraphic, or telephonic proposal, modification, or
withdrawal will be considered.
13.3 In the event that any bidder acting as a prime contractor has an interest in more than
one proposal, all such proposals will be rejected, and the bidder will be disqualified.
This restriction does not apply to subcontractors or suppliers who may submit
quotations to more than one bidder, and while doing so, may also submit a formal
proposal as a prime contractor. No proposal will be accepted from a bidder who has
not been licensed in accordance with the provisions of the State Business and
Professions Code.
Agreement No. 6685
14. AWARD
14.1 The City may retain all bids for a period of sixty (90) days for examination and
comparison, and to delete any portion of the work from the contract.
14.2 The City will have the right to waive nonmaterial irregularities in a Bid and to
accept the lowest responsive Bid as determined by The City.
14.3 The City will have the right to accept Alternates in any order or combination, unless
otherwise specifically provided in the Bidding Documents.
14.4 The City will determine the low Bidder on the basis of the sum of the Lump Sum
Base Bid plus all unit prices multiplied by their respective estimated quantities as
stated in the Bid Form, if any, plus the Contractor Delay Damages multiplied by
the "multiplier" as stated in the Bid Form, plus the amounts of all accepted
Alternates.
14.4.1 Inclusion of Contractor Delay Damages within the Bid Form is solely for
the purpose of determining the low bidder and establishing the City's
maximum daily liability as a result of City delays to Contractor, if any, and
City has no obligation to pay any daily Contractor Delay Damages except
as provided for in these Contract Documents for Compensable Delays. In
the event that City becomes liable to Contractor for compensable delays,
City agrees to pay Contractor the daily Contractor Delay Damages set forth
in the Proposal Form or Contractor's actual daily delay damages, whichever
is less, for each day of Compensable Delay as provided for by these
Contract Documents.
14.5 The City will select the apparent lowest responsive and responsible Bidder and
notify such Bidder within thirty (30) days (unless number of days is modified in
Supplementary Instructions to Bidders) after the Bid Deadline or reject all bids.
Within ten (10) days after receiving the City's notice that Bidder was selected as
the apparent lowest responsible Bidder, Bidder will submit to the City all of the
following items:
14.5.1 One original of the Agreement signed by Bidder.
14.5.2 One original of the Payment Bond.
14.5.3 One original of the Performance Bond.
14.5.4 Certificates of Insurance on form provided by the City.
14.5.5 Names of all Subcontractors, with their addresses, telephone number,
facsimile number, trade on Bidders' company stationery. Evidence, as
required by the City, of the reliability and responsibility of the proposed
Subcontractors such as statements of experience, statements of financial
condition, and references.
14.5.6 Preliminary Contract Schedule.
14.5.7 Selection of Retention Options and Escrow Agreement for Deposit of
Securities in Lieu of Retention and Deposit of Retention. If not submitted,
the City will withhold retention.
14.5.8 Cost Breakdown.
14.6 Before award of the Contract, the City will notify Bidder in writing, if the City
objects to a Subcontractor proposed by Bidder, in which case Bidder will propose
a substitute acceptable to the City. Failure of the City to object to a proposed
Subcontractor before award will not preclude the City from requiring replacement
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Agreement No. 6685
14.7
14.8
of any Subcontractor based upon information received subsequent to award,
information which cannot be properly evaluated before award due to time
constraints, or information relating to a failure to comply with the requirements of
the Contract.
If Bidder submits the original signed Agreements and all other items within ten (10)
days after receiving the City's notification, and all such items comply with the
requirements of the Bidding Documents, the City will award the Contract to Bidder
by signing the Agreement and returning a signed copy of the Agreement to Bidder.
If the City consents to the withdrawal of the Bid of the apparent lowest responsible
Bidder, or the apparent lowest responsible Bidder fails or refuses to sign the
Agreement or submit to the City all of the items required by the Bidding
Documents, within ten (10) days after receiving the City's notification, or the City
determines that the Bidder is not financially or otherwise qualified to perform the
Contract, the City may reject such Bidder's Bid and select the next apparent lowest
responsible Bidder, until all bids are exhausted, or reject all Bids.
I-B-8
Agreement No. 6685
PROPOSAL
FOR THE
FY 22/23 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
Date , 20,
Company Name:
TO THE CITY OF EL SEGUNDO:
In accordance with the City of El Segundo's Notice Inviting Sealed Bids, the undersigned
BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals
required for the above stated project as set forth in the Plans, Specifications, and contract
documents therefor, and to perform all work in the manner and time prescribed therein.
BIDDER declares that this proposal is based upon careful examination of the work site, Plans,
Specifications, Instructions to Bidders, and all other contract documents. Submittal of this bid
shall be considered evidence that the BIDDER has satisfied himself regarding the contract
documents, access and any other field conditions which may affect bid prices. If this proposal
is accepted for award, BIDDER agrees to enter into a contract with the City of El Segundo 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
the City of El Segundo of the proposal guarantee 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 CITY OF EL SEGUNDO RESERVES THE RIGHT TO INCREASE
OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE
ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum prices bid
include all apparent expenses, taxes, royalties, and fees. In the case of discrepancies in the
amounts bid, unit prices shall govern over extended amounts, and words shall govern over
figures.
If awarded the Contract, the undersigned further agrees that in the event of the BIDDER'S
default in executing the required contract and filing the necessary bonds and insurance
certificates within ten working days after the date of the City of El Segundo's notice of award
of contract to the BIDDER, including sending by U.S. Mail a Public Works Contract for
signature by the Awardee, the proceeds of the security accompanying this bid shall become the
property of the City of El Segundo and this bid and the acceptance hereof may, at the City of
El Segundo's option, be considered null and void.
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Agreement No. 6685
EQUAL EMPLOYMENT OPPOWfUNI'T'Y COMPLIANCE
BIDDER certifies that in all previous contracts or subcontracts, all reports which may have been
due under the requirements of any agency, State, or Federal equal employment opportunity
orders have been satisfactorily filed, and that no such reports are currently outstanding.
AF FIRMA"TIVE ACTION CERTIFICATION
BIDDER certifies that affirmative action has been taken to seek out and consider minority
business enterprises for those portions of the work to be subcontracted, and that such affirmative
actions have been fully documented, that said documentation is open to inspection, and that said
affirmative action will remain in effect for the life of any contract awarded hereunder.
Furthermore, BIDDER certifies that affirmative action will be taken to meet all equal
employment opportunity requirements of the contract documents.
BIDDER declares that the only persons or parties interested in this proposal as principals are
those named herein; that no officer, agent, or employee of the City of El Segundo is personally
interested, directly or indirectly, in this proposal; that this proposal is made without connection
to any other individual, firm, or corporation making a bid for the same work and that this proposal
is in all respects fair and without collusion or fraud.
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Agreement No. 6685
BID SCHEDULE
FY 22/23 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
Company Name:
R A W RM TTF,MC
ITEM
NO.
DESCRIPTION
QUANTITY
UNIT
UNIT
PRICE ($)
ITEM
TOTAL ($)
Mobilization/demobi-
lization including
1
traffic control
1
LS
(maximum 5% of
total bid)
2
2-inch-deep asphalt
15,000
SF
repairs
3
Slurry seal Type II
1,282,101
SF
application
On slurry seal streets,
mechanically remove
4
traffic striping. Replace
1
LS
striping, markings, and
pavement markers
5
Grind asphalt 2"
281,982
_ SF
_._
6
......
Overlay 2"
281,982
SF
_..
_.
__
Adjust sewer and storm
7
drain manholes to final
35
EA
F-rade
........
.....
Adjust water valve
72
EA
8
covers to final grade
On overlay streets,
9
replace traffic
1
LS
striping, markings,
pavement markers
10
Full -depth AC repairs
2,000
SF
Work in alley section
11
next to 407 Concord St.
1
LS
per specifications
Section V-5.0
Work on Imperial
Ave. - Virginia to
12
Loma Vista - per
1
LS
specifications Section
V-6.0
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Agreement No. 6685
ALTERNATIVE BID ITEMS (Determined by the City on an as -needed basis)
ITEM UNIT ITEM
DESCRIPTION QUANTITY UNIT NO. PRICE ($) TOTAL ($)
Additional cost to
upgrade yellow two-
13 stripe -style 26 EA
thermoplastic
crosswalks to become
ladder -style crosswalks ....._.
TOTAL BID FOR ITEMS 1-13 IN FIGURES =
TOTAL BID WRITTEN IN WORDS:
All work shall be per these specifications and attachments. Prevailing wage rates apply. The
City of El Segundo reserves the right to reject any or all bids, to waive any irregularity, and to
take all bids under advisement for a period of ninety (90) calendar days.
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Agreement No. 6685
BIDDER'S INFORMATION
Company Name:
BIDDER certifies that the following information is true and correct: Form of Legal Entity (i.e.,
individual, partnership, corporation, etc.) as written below:
If corporation, State of Incorporation (i.e., California)
Business
Address
Telephone No.
Facsimile No.
State Contractor's License No. and Class
Original Date State License Issued
DIR Registration No.
State License Expiration Date
The following are the names, titles, email addresses, and phone numbers of all individuals,
firm members, partners, joint venturers, and/or corporate officers having principal interest in
this proposal:
The date of any voluntary or involuntary bankruptcy judgments against any principal having an
interest in this proposal is as follows:
All current and prior DBNs, aliases, and/or fictitious business names for any principal having an
interest in this proposal are as follows:
I-C-5
Agreement No. 6685
BIDDER'S INFORMATION (CONTINUED)
Company Name:
Bidder shall list the name of the person who attended the mandatory pre -bid job walk:
Name:
Title:
I-C-6
Agreement No. 6685
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names,
titles, hands,
and seals of all a forenamed principals this day of ,, 20_
BIDDER
Subscribed and sworn to this day of , 20_.
NOTARY PUBLIC
I-C-8
Agreement No. 6685
PROPOSAL GUARANTEE
BID BOND
FY 22/23 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
KNOW ALL MEN BY THESE PRESENTS that,
, as BIDDER, and
, as SURETY, are held and firmly bound unto the
City of El Segundo, in the penal sum of DOLLARS ($--), which is
ten (10%) percent of the total amount bid by BIDDER to the City of El Segundo for the above
stated project, for the payment of which sum, BIDDER and SURETY agree to be bound,
jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is
about to submit a bid to the City of El Segundo for the above stated project, if said bid is
rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in
the manner and time specified, then this obligation shall be null and void, otherwise it shall
remain in full force and effect in favor of the City of El Segundo.
IN WITNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this
day of 1,20
BIDDER*
SURETY*
Subscribed and sworn to this day of , 20............ ..
NOTARY PUBLIC
*Provide BIDDER/SURETY name, title, address and telephone number and the name, title,
address and telephone number for authorized representative.
I-C-9
Agreement No. 6685
CONTRACTOR'S LICENSE DECLARATION
(Business and Professions Code Section 7028.15)
1. BIDDER'S Contractor's License Number is:
Class No.:
2. The expiration date of BIDDER'S Contractor License is:
20
3. BIDDER acknowledges that Section 7028.15(e) of the Business and
Professions Code provides as follows:
"A licensed contractor shall not submit a bid to a public agency unless his or
her contractor's license number appears clearly on the bid, the license expiration
date is stated, and the bid contains a statement that representations herein are
made under penalty of perjury. Any bid not containing this information, or a
bid containing information which is subsequently proven false, shall be
considered non -responsive and shall be rejected by the public agency."
The undersigned declares, under penalty of perjury, that the representations
made by the undersigned in this bid proposal are true and correct.
Executed on , 20_, at
Signature
Typed Name
Title
Company Name
(insert City and State where Declaration signed).
I-C-10
Agreement No. 6685
NON -COLLUSION AFFIDAVIT
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
State of California
) ss.
County of )
being first duly sworn, deposes and say that he or she is
of
the parry making the foregoing bid that the bid is not made in the interest of, or on 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 of the BIDDER or any other BIDDER, or to fix any overhead, profit, or cost
element of the bid price, or of 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, any fee to any
corporation, partnership, company association, organization, bid depository, or to any member
or agent thereof to effectuate a collusive or sham bid.
Signature
Typed Name
Title
Name of Bidder/Company Name
Date
Agreement No. 6685
WORKER'S COMPENSATION CERTIFICATION
Section 1861 OF THE LABOR CODE
(Workers' Compensation)
Pursuant to Section 1861 of the Labor Code, the BIDDER, in submitting his/her
PROPOSAL, shall sign the following certification:
"I am aware of the provisions of Section 3700 of the Labor Code which require every
employer to be insured against liability for workers' compensation or to undertake self-
insurance in accordance with the provisions of that code, and I will comply with such
provisions before commencing the performance of the work of this contract."
Signature of Bidder:
Title:
Business Name:
Business Address:
Telephone Number: (_........
Dated this day of , 20 .
I-C-12
Agreement No. 6685
DESIGNATION OF SUBCONTRACTORS
FY 22/23 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
Company Name:
As detailed in Section 2-3.1 (Page II-B-3) of the City Standard Specifications, Bidder certifies
that it has listed below all subcontractors who will perform work in excess of one-half of one
percent (0.5%) of the total bid price or certifies that the bidder is fully qualified to perform and
will perform that portion of the work itself.
Subcontractor's
Contractor Description of
License No., & Portion of
Name of DIR Work Estimated
Subcontractor Address Registration No. Subcontracted $ Amount
(Number and Street) (CSLB #)
(City, Zip Code) (DIR #)
_._. .................
....... .......... _._.
............ ....................
(Make copies of this page if additional space is needed)
Signature of Bidder Date
I-C-13
Agreement No. 6685
REFERENCES
Company Name:
The following are the names, addresses, and telephone numbers for public agencies for
which BIDDER has performed similar work as the prime Contractor or major Subcontractor
within the past five (5) years:
1. Project Title:
Location:
Name and address of owner
Name and current telephone number of person familiar with project
Type of Work:
Contract amount: $
Date completed:.
Amount of work done by my/our firm under Contract $
Did your firm have any financial interest in Project?
2. Project Title:
Location:
Name and address of owner
Name and current telephone number of person familiar with project
Type of Work:
Contract amount: $ _........... - Date completed:
Amount of work done by my/our firm under Contract $
Did your firm have any financial interest in Project?
I-C-14
Agreement No. 6685
Project Title:
Location:
Name and address of owner
Name and current telephone number of person familiar with project
Type of Work:
Contract amount: $ Date completed: _........
Amount of work done by my/our firm under Contract $
Did your firm have any financial interest in Project?
4. Project Title:
Location:
Name and address of owner
Name and current telephone number of person familiar with project:
Type of Work:
Contract amount: $
Date completed:
Amount of work done by my/our firm under Contract $
Did your firm have any financial interest in Project?
I-C-15
Agreement No. 6685
Project Title:
Location:
Name and address of owner
Name and current telephone number of person familiar with project:
Type of Work:
Contract amount: $._. Date completed:
Amount of work done by my/our firm under Contract $
Did your firm have any financial interest in Project?
Bidder may attach additional reference pages if necessary.
The following are the names, addresses, and telephone numbers for all brokers and sureties from whom
BIDDER intends to procure insurance bonds:
I-C-16
Agreement No. 6685
BIDDER'S STATEMENT OF
PAST CONTRACT DISQUALIFICATIONS
FY 22/23 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
Company Name:
Please state all instances of being disqualified, removed, or otherwise prevented from bidding
on, or completing, a federal, state, or local government project due to a violation of a law or
safety regulation.
1. Have you ever been disqualified from any government contract?
Yes ❑ No ❑
2. If yes, explain the circumstances-
1
Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register
requires the City to reject your bid as nonresponsive]?
Yes ❑ No
Bidder's Signature
Name (Please Print)
I-C-17
Agreement No. 6685
INSURANCE REQUIREMENTS
[MUST BE SUBMITTED WITH PROJECT PROPOSAL]
FY 22/23 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
Company Name:
To be awarded this contract, the successful bidder must procure and maintain the following types of
insurance with coverage limits complying, at a minimum, with the limits set forth below:
Type of Insurance Limits
Commercial general liability: $2,000,000
Business automobile liability: $1,000,000
Workers compensation: Statutory requirement
Commercial general liability insurance must meet or exceed the requirements of ISO-CGL Form No.
CG 00 01 11 85 or 88. The amount of insurance set forth above must be a combined single limit per
occurrence for bodily injury, personal injury, and property damage for the policy coverage. Liability
policies must be endorsed to name the City, its officials, and employees as "additional insureds" under
said insurance coverage and to state that such insurance will be deemed "primary" such that any other
insurance that may be carried by the City will be excess thereto. Such endorsement must be reflected
on ISO Form No. CG 20 10 11 85 or 88, or equivalent. Such insurance must be on an "occurrence," not
a "claims made," basis and will not be cancelable or subject to reduction except upon thirty (30) days
prior written notice to the City.
Insurer will agree in writing to waive all rights of subrogation against the City, its officers, officials,
employees and volunteers for losses arising from work performed by Contractor for the City.
Automobile coverage must be written on ISO Business Auto Coverage Form CA 00 01 06 92, including
symbol 1 (Any Auto).
The Consultant must furnish to the City duly authenticated Certificates of Insurance evidencing
maintenance of the insurance required under this Agreement, endorsements as required herein, and such
other evidence of insurance or copies of policies as may be reasonably required by the City from time
to time. Insurance must be placed with admitted insurers with a current A.M. Best Company Rating
equivalent to at least a Rating of "A: VII." Certificate(s) must reflect that the insurer will provide thirty
(30) day notice of any cancellation of coverage. The Consultant will require its insurer to modify such
certificates to delete any exculpatory wording stating that failure of the insurer to mail written notice
of cancellation imposes no obligation, and to delete the word "endeavor" with regard to any notice
provisions.
The City requires CahlpEp a Worker's Compensation Coverage with the associated Waiver. Out-of-
state coverage will not be accepted in lieu of the California coverage, because the work is being
performed in the State of California.
By signing this form, the bidder certifies that it has read, understands, and will comply with these
insurance requirements if it is selected as the City's consultant. Failure to provide this insurance will
render the bidder's proposal "nonresponsive."
Date
I-C-18
Bidder's Signature
Agreement No. 6685
END PROPOSAL SECTION
I-C-19
Agreement No. 6685
PUBLIC WORKS CONTRACT
BETWEEN
THE CITY OF EL SEGUNDO AND
[CONTRACTOR]
FY 22/23 PAVEMENT REHBAILITATION PROJECT
PROJECT NO.: PW 23-01
This CONTRACT is entered into this day of 20 , by and between
the CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and
("the Contractor")
1. WORK.
A. The Contractor will provide all work required by the Contract Documents (the
"Work"). The Contractor agrees to do additional work arising from changes
ordered by the City in accordance with the Contract Documents.
B. The Contractor and the City agree to abide by the terms and conditions
contained in the Contract Documents;
C. The Contractor will furnish all of the labor; supplies and materials; equipment;
printing; vehicles; transportation; office space and facilities; all tests, testing
and analyses; and all matters whatsoever (except as otherwise expressly
specified to be furnished by the City) needed to perform and complete the Work
and provide the services required of the Contractor by the Contract Documents.
D. "Contract Documents" means the Notice Inviting Bids; Instructions to Bidders;
Supplementary Instructions to Bidders; Proposal; this Contract; Standard
Specifications; Supplementary Conditions; Exhibits; Technical Specifications;
List of Drawings; Drawings; Addenda; Notice to Proceed; Change Orders;
Notice of Completion; and all other documents identified in the Contract
Documents which together form the contract between the City and the
Contractor for the Work. The Contract Documents constitute the complete
agreement between the City and the Contractor and supersede any previous
agreements or understandings.
2. CONTRACT SUM. The City agrees to pay the Contractor a sum not to exceed
Dollars ($ ) for the Work in the manner set forth in the Contract Documents. The City
may adjust this amount as set forth in the Contract Documents.
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Agreement No. 6685
3. TIME FOR PERFORMANCE.
A. The Contractor will fully complete the Work within forty-five (45) working
days (the "Contract Time.")
B. The Contract Time will commence when the City issues a Notice to Proceed.
The Contract Documents will supersede any conflicting provisions included on
the notice to proceed issued pursuant to this Contract.
C. The Contractor may not perform any Work until:
i. The Contractor furnishes proof of insurance as required by the Contract
Documents; and
ii. The City gives the Contractor a written, signed, and numbered purchase
order and notice to proceed.
D. By signing this Contract, the Contractor represents to the City that the Contract
Time is reasonable for completion of the Work and that the Contractor will
complete the Work within the Contract Time.
E. Should the Contractor begin the Work before receiving written authorization to
proceed, any such Work is at the Contractor's own cost and risk.
4. DISPUTES. Disputes arising from this contract will be determined in accordance with the
Contract Documents and Public Contracts Code §§ 10240-10240.13.
5. THIRD PARTY CLAIMS. In accordance with Public Contracts Code § 9201, the City
will promptly inform the Contractor regarding third -party claims against the Contractor,
but in no event later than ten (10) business days after the City receives such claims. Such
notification will be in writing and forwarded in accordance with the "Notice" section of
the Contract Documents. As more specifically detailed in the Contract Documents, the
Contractor agrees to indemnify and defend the City against any third -party claim.
6. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with
a Taxpayer Identification Number.
PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole
expense, will obtain and maintain during the Contract Time, all necessary permits, licenses,
and certificates that may be required in connection with the Work.
8. OWNERSHIP OF DOCUMENTS. All documents, data, studies, drawings, maps,
models, photographs and reports prepared by the Contractor under the Contract Documents
are the City's property. The Contractor may retain copies of said documents and materials
as desired, but will deliver all original materials to the City upon the City's written notice.
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Agreement No. 6685
9. INDEMNIFICATION. The Contractor agrees to indemnify, defend, and hold the City
harmless as set forth in the Contract Documents. The requirements as to the types and limits
of insurance coverage to be maintained by the Contractor as required by the Contract
Documents, and any approval of such insurance by the City, are not intended to and will
not in any manner limit or qualify the liabilities and obligations otherwise assumed by the
Contractor pursuant to the Contract Documents, including, without limitation, to the
provisions concerning indemnification.
10.INDEPENDENT CONTRACTOR. The City and the Contractor agree that the
Contractor will act as an independent contractor and will have control of all work and the
manner in which is it performed. The Contractor will be free to contract for similar service
to be performed for other employers while under contract with the City. The Contractor is
not an agent or employee of the City and is not entitled to participate in any pension plan,
insurance, bonus or similar benefits the City provides for its employees. Any provision in
this Contract that may appear to give the City the right to direct the Contractor as to the
details of doing the work or to exercise a measure of control over the work means that the
Contractor will follow the direction of the City as to end results of the work only.
11. AUDIT OF RECORDS. The Contractor will maintain full and accurate records with
respect to all services and matters covered under this Contract. The City will have free
access at all reasonable times to such records, and the right to examine and audit the same
and to make transcript therefrom, and to inspect all program data, documents, proceedings
and activities. The Contractor will retain such financial and program service records for at
least three (3) years after termination or final payment under the Contract Documents.
12. NOTICES. All communications to either party by the other parry will be deemed made
when received by such party at its respective name and address as follows:
The Cijy The Contractor
City of El Segundo
350 Main Street,
El Segundo, CA 90245
Any such written communications by mail will be conclusively deemed to have been received
by the addressee three (3) days after deposit thereof in the United States Mail, postage prepaid
and properly addressed as noted above. In all other instances, notices will be deemed given at
the time of actual delivery. Changes may be made in the names or addresses of persons to
whom notices are to be given by giving notice in the manner prescribed in this paragraph.
13. NO THIRD PARTY BENEFICIARY. This Contract and every provision herein is for
the exclusive benefit of the Contractor and the City and not for the benefit of any other
party. There will be no incidental or other beneficiaries of any of the Contractor's or the
City's obligations under this Contract.
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Agreement No. 6685
14. INTERPRETATION. This Contract was drafted in, and will be construed in accordance
with the laws of the State of California, and exclusive venue for any action involving this
Contract will be in Los Angeles County.
15. EFFECT OF CONFLICT. In the event of any conflict, inconsistency, or incongruity
between any provision of the Contract Documents, precedence will be as follows:
A. This Contract;
B. The Standard Specifications; and
C. Precedence of documents as determined in the Standard Specifications.
16. SEVERABILITY. If any portion of the Contract Documents are declared by a court of
competent jurisdiction to be invalid or unenforceable, then such portion will be deemed
modified to the extent necessary in the opinion of the court to render such portion
enforceable and, as so modified, such portion and the balance of this Contract will continue
in full force and effect.
17. AUTHORITY/MODIFICATION. The Parties represent and warrant that all necessary
action has been taken by the Parties to authorize the undersigned to execute this Contract and
to engage in the actions described herein. This Contract may be modified by written
amendment. The City's city manager, or designee, may execute any such amendment on the
City's behalf.
18. ACCEPTANCE OF FACSIMILE SIGNATURES. The Parties agree that this Contract,
agreements ancillary to this Contract, and related documents to be entered into in
connection with this Contract will be considered signed when the signature of a party is
delivered by facsimile transmission. Such facsimile signature will be treated in all respects
as having the same effect as an original signature.
19. COVENANTS AND CONDITIONS. The parties agree that all of the provisions hereof
will be construed as both covenants and conditions, the same as if the words importing
such covenants and conditions had been used in each separate paragraph.
20. CAPTIONS. The captions of the paragraphs of this Contract are for convenience of
reference only and will not affect the interpretation of this Contract.
21. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the
Contract Documents.
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Agreement No. 6685
IN WITNESS WHEREOF the parties hereto have executed this contract the day and
year first hereinabove written.
CITY OF EL SEGUNDO [CONTRACTOR]
Darrell George, Name,
City Manager Its
ATTEST:
Taxpayer ID No.
Tracy Weaver,
City Clerk
APPROVED AS TO FORM:
MARK D. HENSLEY, City Attorney
am
Joaquin Vazquez,
Assistant City Attorney
Insurance Reviewed by:
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Contractor State
License No.:
Contractor City Business
License No.:
Agreement No. 6685
FAITHFUL PERFORMANCE BOND
FY 22/23 PAVEMENT REHABILITATION PROJECT
PROJECT NO.: PW 23-01
Bond No.
Bond Fee:
("PRINCIPAL")
a corporation
incorporated under the laws of the State of _and licensed by the State of
California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held and
firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of
DOLLARS,
lawful money of the United States, which may be increased or decreased by a rider hereto
executed in the same manner as this bond, for the payment of which sum PRINCIPAL and
SURETY bind themselves, their successors, and assigns, jointly and severally, by this
instrument.
PRINCIPAL or SURETY will apply this bond for the faithful performance of any and all of the
conditions and stipulations set forth in this bond, SPECIFICATIONS NO. PW 23-01, and the
Public Works Contract executed with such Specifications. In the case of any default in the
performance of the conditions and stipulations of this undertaking, it is agreed that PRINCIPAL
or SURETY will apply the bond or any portion thereof, to the satisfaction of any damages,
reclamation, assessments, penalties, or deficiencies arising by reason of such default.
BOND CONDITIONS
1. PRINCIPAL will construct the public improvements identified in
SPECIFICATIONS NO. PW 23-01, a copy of which is on file with CITY's Engineering
Division ("Public Project"). Such performance will be in accordance with CITY's plans and
profiles which are made a part of this bond when said plans and profiles are approved by the
City Council and filed with CITY's Engineering Division. CITY has estimated the required
amount of the bond as shown above.
2. PRINCIPAL's work on the Public Project will be done in accordance with
CITY's plans and specifications and with any permit issued by CITY. Should PRINCIPAL fail
to complete all required work within the time allowed, CITY may, at its sole discretion, cause all
required work to be done and the parties executing the bond will be firmly bound for the
payment of all necessary costs therefor.
3. PRINCIPAL will guarantee its work against any defective work, labor, or
materials on the Public Project for a period of one (1) year following the Public Project's
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Agreement No. 6685
completion and acceptance by CITY.
4. This bond is conditioned upon and guarantees due compliance with all applicable
law including, without limitation, the El Segundo Municipal Code ("ESMC").
5. SURETY, for value received, agrees that no changes, extensions of time,
alteration or modification of SPECIFICATIONS NO. PW 23-01 or of the obligation to be
performed will in any way affect its obligation on this bond, and it waives notice of any such
change, extension of time, alteration or modification of the Contract documents or of the
obligation to be performed.
6. This bond consists of this instrument; the plans and specifications identified
above; and the following two (2) attached exhibits all of which are incorporated herein by
reference:
A. A certified copy of the appointment, power of attorney, bylaws or
other instrument entitling or authorizing the persons executing
this bond to do so;
& A certificate issued by the county clerk for the county in which
SURETY's representative is located conforming with California
Code of Civil Procedure § 995.640 and stating that SURETY's
certificate of authority has not been surrendered, revoked,
cancelled, annulled, or suspended, or in the event that it has, that
renewed authority has been granted; and
7. Should PRINCIPAL perform its obligations within the time allowed,
PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY;
otherwise this obligation will remain in full force and effect.
[SIGNATURES ON FOLLOWING PAGE]
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Agreement No. 6685
SIGNED AND SEALED this day of , 20
PRINCIPAL's PRESIDENT
PRINCIPAL's SECRETARY
PRINCIPAL's MAILING ADDRESS:
SURETY's PRESIDENT
SURETY's SECRETARY
SURETY's MAILING ADDRESS:
NOTE: (1) ALL signatures must be acknowledged by a notary public.
Return one (1) original to City Clerk's Office.
(2) Bond shall be effective for one (1) year after acceptance of the job.
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Agreement No. 6685
LABOR AND MATERIALS BOND
FY 22/23 PAVEMENT REHAAILITATION PROJECT
PROJECT NO.: PW 23-01
Bond No.
Bond Fee:
("PRINCIPAL")
corporation
principal
a
incorporated under the laws of the State of and licensed by the State
of California to execute bonds and undertakings as sole surety, as surety ("SURETY"), are held
and firmly bound unto the CITY OF EL SEGUNDO ("CITY") in the sum of
DOLLARS,
lawful money of the United States, which may be increased or decreased by a rider hereto
executed in the same manner as this bond, for the payment of which sum PRINCIPAL and
SURETY bind themselves, their successors, and assigns, jointly and severally, by this
instrument.
This bond is conditioned upon and guarantees payment by PRINCIPAL to Contractors,
Subcontractors, and persons renting equipment; payment by PRINCIPAL and all PRINCIPAL'S
Subcontractors for all materials, provisions, provender, or other supplies, and equipment used in,
upon, for or about the performance of the work contemplated in FY 22/23 PAVEMENT
REHABILITATION PROJECT, SPECIFICATIONS NO. PW 23-01 ("Public Project"),
the Public Works Contract executed for such Public Project, and for all work or labor of any
kind performed for the Public Project. In the case of any default in the performance of the
conditions and stipulations of this undertaking, it is agreed that PRINCIPAL or SURETY will
apply the bond or any portion thereof, to the satisfaction of any damages, reclamation,
assessments, penalties, or deficiencies arising by reason of such default.
BOND CONDITIONS
1. PRINCIPAL will construct the public improvements identified in
SPECIFICATIONS NO. PW 23-01, and the Public Works Contract executed for such
Specifications, copies of which is on file with CITY's Engineering Division ("Public Project").
Such performance will be in accordance with CITY's plans and profiles, which are made a
part of this bond when said plans and profiles are approved by the City Council and filed with
CITY's Engineering Division.
2. PRINCIPAL will pay all Contractors, Subcontractors, and persons renting
equipment.
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Agreement No. 6685
3. PRINCIPAL will pay for all materials and other supplies, for equipment used in,
on, for or about the performance of the Public Project, and will pay for all work and labor
thereon.
4. This bond is conditioned upon and guarantees due compliance with all applicable
law including, without limitation, the El Segundo Municipal Code ("ESMC").
5. SURETY, for value received, agrees that no changes, extensions of time,
alteration or modification of SPECIFICATIONS NO. PW 23-01, or of the obligation to be
performed will in any way affect its obligation on this bond, and it waives notice of any such
change, extension of time, alteration or modification of the Contract documents or of the
obligation to be performed.
6. This bond consists of this instrument; the plans and specifications identified
above; and the following TWO (2) attached exhibits all of which are incorporated herein by
reference:
A. A certified copy of the appointment, power of attorney, bylaws or other
instrument entitling or authorizing the persons executing this bond to do so;
and
B. A certificate issued by the county clerk for the county in which SURETY's
representative is located conforming with California Code of Civil Procedure
§ 995.640 and stating that SURETY's certificate of authority has not been
surrendered, revoked, cancelled, annulled, or suspended, or in the event that
it has, that renewed authority has been granted.
7. Should PRINCIPAL perform its obligations within the time allowed,
PRINCIPAL's obligation will be void upon the acceptance of the performance by CITY;
otherwise this obligation will be in full force and effect.
[SIGNATURES ON FOLLOWING PAGE]
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Agreement No. 6685
SIGNED AND SEALED this ray of
PRINCIPAL's PRESIDENT
PRINCIPAL's SECRETARY
PRINCIPAL's MAULING ADDRESS:
20
SURETY'S PRESIDENT
SURETY'sSECRETARY
SURETY's MAII,ING ADDRESS:
NOTE: (1) ALL signatures must be acknowledged by a notary public.
Return one (1) original to City Clerk's Office.
(2) Bond shall be effective for one (1) year after acceptance of the job.
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Agreement No. 6685
SECTION II - GENERAL REQUIRE MENTS
CITY OF EL SEGUNDO
PUBLIC WORKS DEPARTMENT
GENERAL SPECIFICATIONS
1. REGISTRATION" OF CONTRACTORS
No bid will be accepted from a Contractor who has not been licensed in accordance with the
provisions of the laws of the State of California relating to licensing of contractors, for the type
of work to be performed under this Contract.
2. INSURANCE AND CITY BUSINESS LICENSE
Contractor and Sub -Contractors will obtain appropriate insurance and a City Business
License before execution of the construction contract.
3. EMERGENCY INFORMATION
The names, addresses and telephone numbers of the CONTRACTOR and subcontractors,
or their representatives, will be filed with the City Engineer and the City Police Department
BEFORE PERFORMING WORK.
4. FURNISHING OF WATER
Water necessary for the prosecution of the work as herein specified will be furnished by the
City in the following manner:
The CONTRACTOR will deposit with the City Water/Wastewater Division the sum of One
Thousand Four Hundred Forty -Four Dollars ($1,444.00) to insure against damage to a 2'/2"
Fire Hydrant water meter which will be furnished and installed by the City at a point convenient
to the site of the work. This deposit will be refunded to the CONTRACTOR upon completion
of the Project if, after removal and inspection of said meter by the City, it is found to be in
satisfactory condition. In event of damage to this meter while under the jurisdiction of the
CONTRACTOR, all or any part of said deposit may be retained by the City.
An non-refundable Activation Fee of One Hundred Ten Dollars ($110.00) will be charged
upon activation of the temporary meter.
5. CALIFORNIA - OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION
All work performed under this contract will be done in strict compliance with the Cal -OSHA
Rules and Regulations, latest edition.
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Agreement No. 6685
6. SOUND CONTROL
The Contractor will comply with all local sound control and noise level rules, regulations and
ordinances that apply to any work performed pursuant to the contract.
Each internal combustion engine, used for any purpose on the Project or related to the Project,
will be equipped with a muffler of a type recommended by the manufacturer. No internal
combustion engine will be operated on the Project without said muffler.
The use of loud signals will be avoided in favor of light warnings except those required by
safety laws for the protection of personnel.
7. AIR POLLUTION CONTROL
The Contractor is put on notice that he must abide by all existing rules and regulations of the
SCAQMD (South Coast Air Quality Management District), relating to all operations or
equipment which discharge visible emissions or solid or liquid particles to the atmosphere.
8. WORKER UNIFORMS
All workers under the employment of the Contractor or his/her Sub -Contractor will wear an
orange vest or an orange shirt while working in the public right-of-way.
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Agreement No. 6685
CITY OF EL SEGUNDO
PUBLIC WORKS DEPARTMENT
GENERAL PROVISIONS
0-0 STANDARD SPECIFICATIONS
0-1 GENERAL
Except as modified by these Standard Specifications, the provisions of the latest edition
of the "Standard Specifications for Public Works Construction" and its supplements
prepared and promulgated by the Southern California Chapters of the American Public
Works Association and the Associated General Contractors of America, constitute the
Standard Specifications for this project.
0-2 NUMBERING OF SECTIONS
The numbering contained within the Standard Specifications of the Contract
Documents is intended to correspond with Greenbook numbering.
1-2 DEFINITIONS
The following subsection is added to Subsection 1-2 of the Greenbook.
1-2.1 ADDITIONAL DEFINITIONS
Acceptance — The date on which the City Council accepts the Work as complete.
Architect, Design Engineers, Soils Engineer, Structural Engineers - Advisors employed
by the City.
Bidder - Any individual, firm, partnership, corporation, or combination thereof,
submitting a proposal for the work contemplated, acting directly or through a duly
authorized representative.
City Council - The body constituting the awarding authority of the City.
Compensable Delay -- a delay entitling the Contractor to an adjustment of the Contract
Sum and an adjustment of the Contract Time in accordance with this Agreement.
Due Notice - A written notification, given in due time, of a proposed action where such
notification is required by the contract to be given a specified interval of time (usually
48 hours or two working days) before the commencement of the contemplated action.
Notification may be from Engineer to Contractor or from Contractor to Engineer.
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Agreement No. 6685
Engineer - The City Engineer, or designee, as defined in the Greenbook. Unless
otherwise provided, all correspondence and decisions made relative to the contract will
be by the City Engineer or his designated representative.
PCC — California Public Contract Code.
Prompt - The briefest interval of time required for a considered reply, including time
required for approval of a governing body.
Public Works Director — The City's Public Works Director, or designee.
❑ (Check if applicable) State Standard Specifications - State of California Standard
Specifications, dated July 1992, Business and Transportation Agency, Department of
Transportation
Working Days - A working day is defined as any day, except Saturdays, Sundays, legal
holidays and days when work is suspended by the Engineer, as provided in Subsection
6-3 and days determined to be non -working in accordance with Subsection 6-7, "Time
of Completion."
1-3 ABBREVIATIONS
The following Subsection is added to Subsection 1-3 of the Greenbook.
1-3.1 The following abbreviations are added to Subsection 1-3 of the Greenbook:
AAN
American Association of Nurserymen
AGC
Associated General Contractors of America
AISC
American Institute of Steel Construction
APWA
American Public Works Association
ASME
American Society of Mechanical Engineers
IEEE
Institute of Electric and Electronic Engineers
NEC
National Electric Code
Green Book
The most current edition of the Standard Specification for Public Works
Construction, and subsequent supplements prepared by Southern
California Chapters of AGC and APWA
WATCH
Work Area Traffic Control Handbook
SPPWC
Standard Plans for Public Works Construction by the American Public
Works Association current edition and subsequent supplements
ASA
American Standard Association
CITY
City of El Segundo
SSP
State of California Standard Plans, current edition
SSS
State of California Standard Specifications, current edition
SECTION 2 — SCOPE AND CONTROL OF WORK
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Agreement No. 6685
The following subsections 2-1.1 and 2-1.2 are added to the Greenbook.
2-1.1 ACCESS TO PROJECT SITE
Not later than the date designated in the current Contract Schedule submitted by the
Contractor, the City will provide access to the real property and facilities upon which
the Work is to be performed, including access to real property and facilities designated
in the Contract Documents for the Contractor's use.
2-1.2 OWNERSHIP AND USE OF CONTRACT DOCUMENTS.
The Contract Documents and all copies furnished to or provided by the Contractor are
the City's property and may not be used on other work.
2-3 SUBCONTRACTS
Subsection 2-3 Subcontractors of Greenbook is deleted in its entirety and replaced with
the following subsection.
2-3.1 GENERAL
Except as provided in PCC § § 4100 et. seq., each bidder will file with its bid the name
and location of the place of business of each subcontractor who will perform work or
labor or render service to the prime contractor in or about the construction of the work
or improvement, or a subcontractor licensed by the State of California who, under
subcontract to the prime contractor, specifically fabricates and installs a portion of the
work or improvement according to detailed drawings contained in the plans and
specifications, in an amount in excess of one-half of one percent of the prime
contractor's total bid. Only one subcontractor will be listed for each portion of the work,
which portion will be defined in the bid. In each instance, the nature and extent of the
work to be sublet will be described. The failure of the Contractor to specify a
subcontractor, or the listing of more than one subcontractor for the same portion of the
work, constitutes an agreement by the Contractor that it is fully qualified to perform
that portion itself and that it will perform that portion itself.
The Contractor must have the City Council's written consent to substitute a
subcontractor other than that designated in the original bid, to permit any subcontract
to be assigned or transferred, or to allow a subcontract to be performed by other than
the original subcontractor.
Subcontracting of work for which no subcontractor was designated in the original bid,
and which is more than one-half of one percent of the work, will be allowed only in
cases of public emergency or necessity, and then only after a finding reduced to writing
as a public record of the City Council setting forth the facts constituting the emergency
or necessity.
Agreement No. 6685
Violation of any of the above provisions will be considered a breach of the Contract,
and the City may terminate the Contractor's control over the Work, cancel the contract,
or assess the Contractor a penalty of not more than ten percent of the subcontract
involved.
All persons engaged in the work, including subcontractors and their employees will be
considered as employees of the Contractor. The Contractor will be solely responsible
for and have control over construction means, methods, techniques, sequences,
procedures, and the coordination of all portions of the Work. The City will deal directly
with, and make all payments to, the prime Contractor.
When subcontracted work is not being prosecuted in a satisfactory manner, the
Contractor will be notified to take corrective action. The Engineer may report the facts
to the City Council. If the City Council so orders, and on receipt by the Contractor of
written instructions from the Engineer, the subcontractor will be removed immediately
from the Work. That subcontractor will not again be employed on the Work.
If licensure or proper licensure is controverted, then proof of licensure pursuant to this
section must be made by production of a verified certificate of licensure from the
Contractors' State License Board which establishes that the individual or entity
bringing the action was duly licensed in the proper classification of contractors at all
times during the performance of any act or contract covered by the action. Nothing in
this subdivision requires any person or entity controverting licensure or proper
licensure to produce a verified certificate. When licensure or proper licensure is
controverted, the burden of proof to establish licensure or proper licensure is on the
licensee.
2-3.2 ADDITIONAL RESPONSIBILITY
Add the following to Subsection 2-3.2 Additional Responsibility:
The Contractor will submit experience statements for each subcontractor who will
perform contract work that amounts to more than ten percent (10%) of the Work.
2-4 CONTRACT BONDS
The following paragraph is added to Subsection 2-4 of the Greenbook.
The Faithful Performance Bond and the Labor and Materials Bond must be paid up and
in effect for one year after the acceptance of the job by the City in accordance with the
guarantee required by Subsection 6-8.1.
2-5 PLANS AND SPECIFICATIONS
Subsection 2-5.1 of the Greenbook is replaced by the following subsection.
Agreement No. 6685
2-5.1 GENERAL
The Contractor will maintain the following at the Work site:.
One as -built copy of the Plans and Specifications, in good order and marked to
record current changes and selections made during construction. As -built plans
are to be submitted to the City representative for approval prior to acceptance
of the project as complete.
2. The current accepted Contract Schedule.
Shop Drawings, Product Data, and Samples.
4. Approved permits from other agencies, including Cal -OSHA permits for trench
shoring.
5. All other required submittals.
The Plans, Specifications, and other Contract Documents will govern the Work.
The Contract Documents are intended to be complementary and cooperative
and to describe and provide for a complete project. Anything in the
Specifications and not on the Plans, or on the Plans and not in the
Specifications, will be as though shown or mentioned in both.
Payment for any items on the plans for which there are no specific bid item will
be included in the various items of work or in any item to which it is
appurtenant.
If the Contractor performs any work which it knows or should know involves
an error, inconsistency, or omission without notifying and obtaining written
consent from the Engineer, the Contractor will be responsible for the resulting
losses, including, without limitation, the costs of correcting defective work.
2-5.2 PRECEDENCE OF CONTRACT 'DOC1. MENTS
The following paragraph is added to subsection 2-5.2 of the Greenbook:
As the figured dimensions shown on the plans and in the specifications of the Contract
may not in every case agree with scaled dimensions, the figured dimensions will be
followed in preference to the scaled dimensions, and plans to a large scale will be
followed in preference to the plans to a small scale. Should it appear that the work to
be done, or any of the matters relative thereto, are not sufficiently detailed or explained
in the Contract, the Contractor will apply to the Engineer for such further explanations
as may be necessary, and will conform thereto as part of the Contract so far as may be
consistent with the terms thereof. Any items shown on drawings and not mentioned in
Agreement No. 6685
the specifications will be of like effect as if shown or mentioned in both.
2-5.5 ACCURACY OF PLANS AND SPECIFICATIONS
Although it is believed that much of the information pertaining to conditions and
existing utilities that may affect the cost of the Work will be shown on the Plans or
indicated in the Specifications, the City does not warrant the completeness or accuracy
of such information.
The Contractor will carefully study and compare each of the Contract Documents with
the others and with information furnished by the City and will promptly report in
writing to the Engineer any errors, inconsistencies, or omissions in the Contract
Documents or inconsistencies with applicable law observed by the Contractor.
The Contractor will take field measurements, verify field conditions, perform soil
investigations, and carefully compare with the Contract Documents such field
measurements, conditions, and other information known to the Contractor before
commencing the Work. Errors, inconsistencies, or omissions discovered at any time
will be promptly reported in writing to the Engineer.
2-8 RIGHT-OF-WAY
The following subsection is added to Subsection 2-8 of the Greenbook.
2-8.1 ADDITIONAL WORK AREAS AND FACILITIES
When the Contractor arranges for additional temporary work areas and facilities, the
Contractor will provide the City with proof that the additional work areas or facilities
have been left in a condition satisfactory to the owner(s) of said work areas or facilities
before acceptance of the work.
2-9 SURVEYING
Subsection 2-9.3, Survey Service, is deleted in its entirety and replaced by the
following subsection:
2-9.3 SURVEY" SERVICE
2-9.3.1 CONSTRUCTION SU&VEYING
The Contractor will provide for all construction surveying required to layout, monitor
and complete the work. The surveying will be performed by a Land Surveyor or Civil
Engineer authorized to practice land surveying by the State of California.
The Project Benchmark is shown on the plans. The Contractor will establish all
necessary control lines based on the plans and record information on file with the
Agreement No. 6685
County of Los Angeles Surveyor and the Engineer.
It is the responsibility of the Contractor to protect the survey control as shown on the
plans. If the survey control is destroyed or disturbed during construction, the Contractor
will provide for resetting them and file appropriate documents with the County of Los
Angeles at the direction of the Engineer.
Computations, survey notes, and other data used to accomplish the work will be neat,
legible and accurate. Copies of all computations, survey notes, and other data
(electronic format may be required) will be furnished to the Engineer before beginning
work that requires their use.
2-9.3.2 MEASUREMENT AND PAYMENT
Construction Survey — Unless a separate bid item is provided, payment will be
considered included in the other items of the bid and no additional payment will be
made therefore.
3-3.2.2 BASIS FOR ESTABLISHING COSTS
Subsection 3-3.2.2 (c), Tool and Equipment Rental is modified where the second and
third paragraphs are replaced with "Regardless of ownership, the rates to be used in
determining the equipment usage costs will not exceed those listed for the same or
similar equipment in the California State Department of Transportation publication of
Labor Surcharge and Equipment Rates effective for the period of usage."
3-3.2.3 MARK UP
Subsection 3-3.2.3, Mark Up, is deleted in its entirety and replaced by the following
subsection:
(a) Work by Contractor. The following percentages will be added to the
Contractor's costs and will constitute the markup for all overhead and profits.
1) Labor..................................................20
2) Materials............................................15
3) Equipment Rental...............................15
4) Other Items and Expenditures ............ 15
To the sum of the costs and markups provided for in this subsection, 1 percent
will be added as compensation for bonding. No other formula, e.g., the Eichleay
or other method, may be used to calculate daily damages for office overhead,
profit, or other purported loss.
(b) Work by Subcontractors. When all or any part of the extra work is performed
by a Subcontractor, the markup established in 3-3.2.3(a) will be applied to the
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Agreement No. 6685
Subcontractor's actual cost of such work. A markup of 10 percent on the first
$5,000 of the subcontracted portion of the extra work and a markup of 5 percent
on work added in excess of $5,000 of the subcontracted portion of the extra
work may be added by the Contractor.
(c) In the event that City becomes liable to Contractor for compensable delays, City
agrees to pay Contractor the daily Contractor Delay Damages set forth in the
Bid Form or Contractor's actual daily delay damages, whichever is less, for
each day of Compensable Delay as provided for by these Contract Documents.
Add the following paragraph to subsection 3-3.3, Daily Reports by Contractor:
If disagreement continues regarding extra work, the Contractor may seek compensation
in accordance with the Claims procedure. Daily Reports required by this subsection
must be made part of the Claim as supporting data for the Claim.
3-4 CIJANGED CONDITIONS
Subsection 3-4, Changed Conditions, is deleted in its entirety and replaced with the
following subsection:
If the Contractor encounters concealed or unknown conditions that differ materially
from those anticipated or expected ("changed conditions"), the Contractor will
immediately notify the Engineer in writing of such changed conditions (upon discovery
and before disturbing such changed conditions), as provided in Subsection 6-11, so that
the Engineer can determine if such conditions require design details that differ from
those design details shown in the Contract Documents. Notwithstanding the thirty (30)
day time period set forth in Subsection 6-11.3, the Contractor will be liable to the City
for any extra costs incurred as a result of the Contractor's failure to promptly give such
notice.
Changed conditions will include, without limitation, the following:
Subsurface or latent physical conditions differing materially from those
represented in the Contract Documents;
2. Unknown physical conditions of an unusual nature differing materially from
those ordinarily encountered and generally recognized as inherent in work of
the character being performed; and
Material differing from what is represented in the Contract which the Contractor
believes may be hazardous waste as defined in California Health & Safety Code
§ 25117 that is required to be removed to a Class I, II, or III disposal site in
accordance with applicable law.
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Agreement No. 6685
The Engineer will promptly investigate conditions that appear to be changed
conditions. The Engineer's decision, and any dispute regarding that decision, will be
made in accordance with Section 6-11 except that the Engineer will render a decision
promptly.
Any information provided pursuant to INFORMATION AVAILABLE TO BIDDERS
is subject to the following provisions:
The information is made available for the Bidders' convenience and is not a
part of the Contract.
2. The City has not determined the accuracy or completeness of such information
and all such information is made available to Bidders without any
representation or warranty by the City whatsoever as to its accuracy,
completeness, or relevancy.
3. Bidders will independently evaluate such information for their use and will be
solely responsible for use or interpretation of such information. Any such use
or interpretation will not be the basis of any claim against the City.
3-5 DISPUTED WORK
Subsection 3-5 is deleted in its entirety and replaced by the following subsection.
If the Contractor and the City do not reach agreement on disputed work, the City may
direct the Contractor to proceed with the work. Any payment for the disputed work will
be determined pursuant to the claims procedures in these Standard Specifications.
Although not to be construed as proceeding under extra work provisions, the Contractor
will keep and furnish records of disputed work as required by the Contract Documents.
4-1.3 INSPECTION REQUIREMENTS
Subsection 4-1.3, Inspection Requirements, is deleted in its entirety and replaced by
the following subsections.
4-1.3.1 GENERAL
Unless otherwise specified, inspection at the source of production for such materials and
fabricated items as bituminous paving mixtures, structural concrete, fabricated metal
products, cast metal products, welding, reinforced and unreinforced concrete pipe,
application of protective coatings, and similar shop and plant operations is not required.
A certificate of compliance, signed by an authorized officer of the producer, certifying
compliance with the contract documents will be submitted for all of the following
materials: steel pipe, sizes less than 18 inches; vitrified clay pipe; asbestos cement pipe;
cast iron pipe; reinforced concrete pipe; non -reinforced concrete pipe; and PVC sewer
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Agreement No. 6685
and water pipe; subject to sampling and testing by City.
Standard items of equipment, such as electric motors, conveyors, plumbing fittings and
fixtures, lumber, plywood, and so on, are subject to inspection at the job site.
All other equipment items will be inspected and tested in accordance with the contract
documents.
The City does not provide full time inspection. The Contractor will provide 24-hour
minimum notice for each inspection required by the work unless other arrangements
have been agreed upon, in writing, with the City Engineer. Any inspection required
outside of normal working hours and days, including holidays, will be at the Contractor's
cost at rates established by the City.
4-1.6 TRADE DAMES l f UALS
Whenever any material, product, equipment, or service is specified by brand, trade, or
proprietary name, the item so specified will be deemed to be followed by the words "or
equal".
For the City's consideration of a proposed "equal" item, the Bidder will submit, a
minimum of ten (10) calendar days before the date of the bid opening, documentation
of the particulars of the proposed "equal item". At a minimum, the submitted
documentation will include:
• Written request with explanation of why the product should be considered as
an equal product.
• Material specifications.
■ Technical specifications.
• Test data.
• Samples.
• Comparison chart of key specifications of the "equal" item against similar
specifications of the specified item.
■ Work locations and reference telephone numbers of at least three (3) locations
where the proposed "equal" item has been recently installed under similar
conditions.
• Warranty data.
The Bidder will be notified by the Engineer whether or not the proposed "equal"
product is acceptable to the City five (5) calendar days before the date of the bid
opening. Failure to submit all required documentation and/or submittal of incomplete
documents may result in the City's rejection of the proposed "equal" product without
further consideration.
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5-2 PROTECTION
The following subsection is added to Subsection 5-2 of the Greenbook.
5-2.1 INCORRECT LOCATION OF U FILITIES
If the Contractor, while performing the Work, discovers utility facilities not identified
correctly or not shown in the contract plans or specifications by the City, the Contractor
will immediately notify the City and utility owner in writing.
5-4 RELOCATION
The following subsection is added to Subsection 5-4 of the Greenbook.
5-4.1 RESPONSIBILITY OF UTILITY REMOVAL OR RELOCATION
The City will be responsible to arrange for the removal, repair, or relocation of existing
utilities located within the project limits if such utilities are not correctly identified in
the contract plans or specifications by the City. The City will have the sole discretion
to perform repairs or relocation work or permit the Contractor to do such repairs or
relocation.
5-5 DELAYS
The following paragraphs are added to Subsection 5-5 of the Greenbook.
Actual loss, as used in this Subsection, will be understood to include no items of
expense other than idle time of equipment and necessary payments for idle time of
workers, cost of extra moving of equipment, and cost of longer hauls. Compensation
for idle time of equipment and idle time of workers will be determined by Subsection
5-5.1 and no markup will be added in either case for overhead and profit. The cost of
extra moving of equipment and the cost of longer hauls will be paid for as extra work.
The following subsection is added to Subsection 5-5 of the Greenbook.
5-5.1 CALCULATING IDLE TIME
Equipment idle time will calculated in accordance with Subsection 3-3.2.2(c) and based
upon the actual normal working time during which the delay condition exists, but in no
case will exceed 8 hours in any one day. The days for which compensation will be paid
will be the calendar days, excluding Saturdays, Sundays and legal holidays, during the
existence of the delay.
Worker idle time will be calculated in accordance with Subsection 3-3.2.2(a).
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6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
Section 6-1, Construction Schedule and Commencement of Work, is deleted in its
entirety and replaced by the following subsections.
lire -Construction Meetin
After contract award, the City will arrange for a pre -construction meeting to discuss
the construction of the project. City will invite utility agencies and the contractor will
arrange for all of its sub -contractors to attend the meeting.
6-1.1 CONTRACT SCHEDULE
After notification of award and before starting any work, the Contractor will submit a
Contract Schedule to the Engineer for review, as required by these Specifications
within fifteen (15) days of award.
6-1.2 CONTENT OF CONTRACT SCHEDULE
The Contract Schedule, and any updated Contract Schedule, will meet the following
requirements:
1. Schedules must be suitable for monitoring progress of the Work.
2. Schedules must provide necessary data about the time for the Engineer's
decisions.
3. Schedules must be sufficiently detailed to demonstrate adequate planning for
the Work.
4. Schedules must represent a practical plan to complete the Work within the
Contract Time.
5. Schedules must show the critical path method for completing the Work.
The Engineer's review of the form and general content of the Contract Schedule and
any updated Contract Schedules is only for the purpose of determining if the listed
requirements are satisfied, nothing more.
6-1.3 EFFECT OF CONTRACT SCHEDULE
The Contract Schedule, and any updated Contract Schedules, will represent a practical
plan to complete the Work within the Contract Time. Extension of any schedule beyond
the Contract Time will not be acceptable. Schedules showing the Work completed in
less than the Contract may be acceptable if judged by the Engineer to be practical.
Acceptance of such a schedule by the Engineer will not change the Contract Time. The
Contract Time, not the Contract Schedule, will control in determining liquidated
damages payable by the Contractor and in determining any delay.
If a schedule showing the Work completed in less than the Contract Time is accepted,
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the Contractor will not be entitled to extensions of the Contract Time for Excusable
Delays or Compensable Delays or to adjustments of the Contract Sum for Compensable
Delays until such delays extend the completion of the Work beyond the expiration of
the Contract Time.
The Contractor will plan, develop, supervise, control, and coordinate the performance
of the Work so that its progress and the sequence and timing of Work activities conform
to the current accepted Contract Schedule. The Contractor will continuously obtain
from Subcontractors information and data about the planning for and progress of the
Work and the delivery of equipment, will coordinate and integrate such information
and data into updated Contract Schedules, and will monitor the progress of the Work
and the delivery of equipment. The Contractor will act as the expeditor of potential and
actual delays, interruptions, hindrances, or disruptions for its own forces and those
forces of Subcontractors. The Contractor will cooperate with the Engineer in
developing the Contract Schedule and updated Contract Schedules.
The Engineer's review and comments about any schedule or scheduling data will not
relieve the Contractor from its sole responsibility to plan for, perform, and complete
the Work within the Contract Time. Review and comments about any schedule will not
transfer responsibility for any schedule to the Engineer or the City nor imply their
agreement with (1) any assumption upon which such schedule is based or (2) any matter
underlying or contained in such schedule.
The Engineer's failure to discover errors or omissions in schedules that have been
reviewed, or to inform the Contractor that the Contractor, Subcontractors, or others are
behind schedule, or to direct or enforce procedures for complying with the Contract
Schedule will not relieve the Contractor from its sole responsibility to perform and
complete the Work within the Contract Time and will not be a cause for an adjustment
of the Contract Time or the Contract Sum.
The Contractor will perform the Work in accordance with the currently accepted
Contract Schedule.
6-1.4 COMMENCEMENT OF CONTRACT TIME
The Contract Time will commence when the City issues a Notice to Proceed. The Work
will start on the date specified in the Notice to Proceed and within a maximum of fifteen
(15) days after the date of the Notice to Proceed, and be diligently prosecuted to
completion with the time provided in the Specifications.
6-4 DEFAULT BY CONTRACTOR.
The language in subsection 6-4 is deleted in its entirety and replaced with the following
subsections.
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6-4.1 GENERAL
Should the Contractor fail to begin delivery of material and equipment, to commence
the Work within the time specified, to maintain the rate of delivery of material, to
execute the Work in the manner and at such locations as specified, or fail to maintain
the Work schedule (as determined by the current accepted Contract Schedule) which
will ensure the City's interest, or if the Contractor is not carrying out the intent of the
Contract, the City may serve written notice upon the Contractor and the Surety on its
Faithful Performance Bond demanding satisfactory compliance with the Contract.
6-4.2 TERMINATION OF CONTRACTOR'S CONTROL OVER THE WORK
The City may terminate the Contractor's control over the Work without liability for
damages when, in the City's opinion, the Contractor is not complying in good faith,
has become insolvent, or has assigned or subcontracted any part of the Work without
the City's consent. Should such termination occur, the Contractor will be paid the actual
amount due based on Contract Unit Prices or lump sums bid and the quantity and
quality of the work completed and in place at the time of termination, less damages
caused to the City by the Contractor's action or inaction.
In the event of such termination of control, the City may do any one, or combination
of, the following:
I, Serve written notice upon the Surety on its Faithful Performance Bond
demanding satisfactory compliance with the Contract. In such event the Surety
will, within 5 days, assume control and perform the Work as successor to the
Contractor;
2. The City may perform the Work itself and deduct the cost thereof from any
payment due to the Contractor;
3. The City may replace the Contractor with a different contractor to complete the
work and deduct the cost thereof from any payment due to the Contractor.
Nothing herein will waive, or serve as a limitation upon, any additional remedy the
City may have under these Contract Documents or applicable law.
6-4.3 SURETY'S ASSUMPTION OF CONTROL
Should the Surety assume any part of the Work, it will take the Contractor's place in
all respects for that part, and will be paid by the City for all work performed by it in
accordance with the Contract. If the Surety assumes the entire Contract, all money due
the Contractor at the time of its default will be payable to the Surety as the Work
progresses, subject to the terms of the Contract.
If the Surety does not assume control and perform the Work within 5 days after
receiving notice of cancellation, or fails to continue to comply, the City may exclude
the Surety from the premises. The City may then take possession of all material and
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equipment and complete the Work by City's forces, by letting the unfinished work to
another contractor, or by a combination of such methods. In any event, the cost of
completing the Work will be charged against the Contractor and its Surety and may be
deducted from any money due or becoming due from the City. If the sums due under
the Contract are insufficient for completion, the Contractor or Surety will pay to the
City within 5 days of completion, all costs in excess of the sums due.
The provisions of this subsection will be in addition to all other rights and remedies
available to the City under applicable law.
6-6 DELAYS AND EXTENSIONS OF TIME
Subsection 6-6 is deleted in its entirety and replaced with the following subsections.
6-6.1 GENERAL
If delays are caused by unforeseen events beyond the control of the Contractor, such
delays will entitle the Contractor to an extension of time as provided herein, but the
Contractor will not be entitled to damages or additional payment due to such delays
except as otherwise provided herein. Excusable delay may include: war, earthquakes
exceeding 3.5 on the Richter Scale, government regulation, labor disputes outside the
contemplation of the parties, strikes outside the contemplation of the parties, fires,
floods, changes to the Work as identified herein, or other specific events that may be
further described in the Specifications.
Delays to the project caused by labor disputes or strikes involving trades not directly
related to the project, or involving trades not affecting the project as a whole will not
warrant an extension of time.
The City will not grant an extension of time for a delay by the Contractor's inability to
obtain materials unless the Contractor furnishes to the Engineer documentary proof.
The proof must be provided in a timely manner in accordance with the sequence of the
Contractor's operations and accepted construction schedule.
Should delays be caused by events other than those included herein, the Engineer may,
but is not required to, deem an extension of time to be in the City's best interests.
6-6.2 EXTENSIONS OF T ME
If granted, extensions of time will be based upon the effect of delays to the critical path
of the Work as determined by the current accepted Contract Schedule. Delays to minor
portions of the Work that do not affect the critical path will not be eligible for
extensions of time.
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6-6.3 PAYMENT FOR DELAYS TO CONTRACTOR
Any payment for compensable delay will be based upon actual costs as set forth in
Subsection 5-5 excluding, without limitation, what damages, if any, the Contractor may
have reasonably avoided. The Contractor understands that this is the sole basis for
recovering delay damages and explicitly waives any right to calculate daily damages
for office overhead, profit, or other purported loss, using different formulas including,
without limitation, the Eichleay Formula.
6-6.4 WRITTEN NOTICE AND REPORT
If the Contractor desires payment for a delay or an extension of time, it will give the
Engineer written notice of such request not later than the time limit set forth in the
Proposal for submitting a claim after the event or occurrence giving rise to a delay
claim. Failure to submit a written request within such amount of time will result in the
Contractor waiving its delay claim.
Any claim for payment or an extension of time must be in the form required by the
"Claims" sections of these Specifications.
In no event will the City grant the Contractor an extension of time if the delay is within
the Contract Time as identified by the Contract Documents.
6-7.2 WORK DAYS AND WORKING HOURS
City Hall is open from Monday thru Thursday lam -5pm and 7am-4pm on Friday. It is
closed on the following holidays:
New Year's Day
Martin Luther King, Jr. Day
President's Day
Memorial Day
Independence Day
Labor Day
Veterans' Day
Thanksgiving
Christmas Eve
Christmas
New Year's Eve
If the Contractor requests an inspection a day when City Hall is closed, then the
Contractor will have to reimburse the City for the costs of inspection. The Contractor
must request such an inspection at least 48 hours in advance. City inspections during
hours when City Hall is closed are subject to inspection overtime fees to be paid for by
the Contractor. If the Contractor does construction on a day when City Hall is closed,
that day is counted as a project working day.
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On workdays, Contractor's activities will be confined to the hours between 7:00 a.m.
and 4:00 p.m.
Please see Section 6-7.5 below for weekend and holiday work restrictions.
6-7.4 NIGHT WORK
The following paragraph is added to Section 6-7 of the Greenbook:
The City will not permit Work between the hours of 4 p.m. and 7 a.m. of the following
day unless specifically provided for in the bid documents or unless the Contractor
receives prior written approval.
6-7.5 WEEKEND AND HOLIDAY WORD.
The Engineer may, but is not required to, allow the Contractor to work on Saturdays,
Sundays and City Holidays.
6-8 COMPLETION AND, ACCEPTANCE
Subsection 6-8 is deleted in its entirety and replaced by the following:
The Work will be inspected by the Engineer for acceptance upon the Engineer receiving
the Contractor's written assertion that the Work is complete.
If, in the Engineer's judgment, the Work is complete and is ready for acceptance, the
Engineer will accept the Work on behalf of the City in the manner prescribed by the
City. The Engineer will recommend approval of the Notice of Completion to the City
Council. This will be the date when the Contractor is relieved from responsibility to
protect the Work.
All work will be guaranteed by the Contractor against defective workmanship and
materials furnished by the Contractor for a period of 1 year from the date the Work was
completed. The Contractor will replace or repair any such defective work in a manner
satisfactory to the Engineer, after notice to do so from the Engineer, and within the time
specified in the notice. If the Contractor fails to make such replacement or repairs
within the time specified in the notice, the City may perform this work and the
Contractor's sureties will be liable for the cost thereof.
6-8.1 GENERAL GUARANTY
The Contractor will remedy any defects in the work and pay for any damage to other
work resulting therefrom, which will appear within a period of one year from the date
of final acceptance of the work unless a longer period is specified. The owner will give
notice of observed defects with reasonable promptness.
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6-9 L UI SATED DAMAGES
Subsection 6-9, Liquidated Damages, of the Greenbook is deleted in its entirety and
replaced by the following subsections.
6-9.1 FAILURE TO COMPLETE WORK ON TIME
If all the work called for under the contract is not completed before or upon the
expiration of the Contract Time, the City will sustain damage. Since it is and will be
impracticable to determine the actual damage which the City will sustain in the event
of and by reason of such delay, it is therefore agreed that the Contractor will pay to the
City the sum specified in the Proposal for each and every calendar day beyond the time
prescribed to complete the work not as a penalty, but as a predetermined liquidated
damage. The Contractor agrees to pay such liquidated damages as are herein provided,
and in case the same are not paid, agrees that the City may deduct the amount thereof
from any money due or that may become due to the Contractor under the contract.
Unless otherwise specified, liquidated damages will be $250 per calendar day.
6-11 DISPUTES AND CLAIMS' PROCEDURE
6-11.1 GENERAL
Consistent with PCC § 10240.6, "Claim" means a written demand or assertion by the
Contractor that seeks an adjustment or interpretation of the terms of the Contract
Documents, payment of money, extension of time, or other relief with respect to the
Contract Documents, including a determination of disputes or matters in question
between the City and the Contractor arising out of or related to the Contract Documents
or the performance of the Work, and claims alleging an unforeseen condition or an act,
error, or omission by the City, the Engineer, their agents or employees. "Claim" does
not mean, and the Claims procedures herein do not apply, to the following:
1. Claims respecting penalties for forfeitures prescribed by statute or regulations,
which a government agency is specifically authorized to administer, settle, or
determine.
2. Claims respecting personal injury, death, reimbursement, or other
compensation arising out of or resulting from liability for personal injury or
death.
3. Claims respecting a latent defect, breach of warranty, or guarantee to repair.
4. Claims respecting stop notices.
If a Claim is subject to the Change Order procedures, the Claim arises upon the issuance
of a written final decision denying in whole or in part the Contractor's Change Order
Request. If a Claim is not subject to the Change Order Procedures, the Claim arises
when the Contractor discovers, or reasonably should discover, the condition or event
giving rise to the Claim.
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6-11.2 FORM
A Claim must include the following:
1. A statement that it is a Claim and a request for a decision.
2. A detailed description of the act, error, omission, unforeseen condition, event
or other condition giving rise to the Claim.
3. If the Claim is subject to the Change Order procedures, a statement
demonstrating that a Change Order Request was timely submitted and denied.
4. A detailed justification for any remedy or relief sought by the Claim, including
to the extent applicable, the following:
a) If the Claim involves extra work, a detailed cost breakdown claimed.
The breakdown must be provided even if the costs claimed have not
been incurred when the Claim is submitted.
b) To the extent costs have been incurred when the Claim is submitted, the
Claim must include actual cost records (including, without limitation,
payroll records, material and rental invoices) demonstrating that costs
claimed have actually been incurred.
c) To the extent costs have not yet been incurred at the time the Claim is
submitted, actual cost records must be submitted on a current basis not
less than once a week during any periods costs are incurred. A cost
record will be considered current if submitted within 7 days of the date
the cost reflected in the record is incurred. At the Engineer's request,
claimed extra costs may be subject to further verification procedures
(such as having an inspector verify the performance of alleged extra
work on a daily basis).
5. If the Claim involves an error or omission in the Contract Documents:
a) An affirmative representation that the error or omission was not
discovered before submitting a bid for the Contract; and
b) A detailed statement demonstrating that the error or omission
reasonably should not have been discovered by the Contractor, its
Subcontractors and suppliers, before submitting a bid for the Contract.
6. If the Claim involves an extension of the Contract Time, written documentation
demonstrating the Contractor's entitlement to a time extension.
7. If the Claim involves an adjustment of the Contract Sum for delay, written
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documentation demonstrating the Contractor's entitlement to such an
adjustment.
8. A personal certification from the Contractor that reads as follows:
"I, BEING THE .. (MUST BE AN
OFFICER) OF .... (CONTRACTOR NAME), DECLARE
UNDER PENALTY OF PERJURY UNDER CALIFORNIA LAW, AND DO
PERSONALLY CERTIFY AND ATTEST THAT I HAVE THOROUGHLY
REVIEWED THE ATTACHED CLAIM FOR ADDITIONAL
COMPENSATION OR EXTENSION OF TIME, AND KNOW ITS
CONTENTS, AND SAID CLAIM IS MADE IN GOOD FAITH; THE
SUPPORTING DATA IS TRUTHFUL AND ACCURATE; THAT THE
AMOUNT REQUESTED ACCURATELY REFLECTS THE CONTRACT
ADJUSTMENT FOR WHICH THE CONTRACTOR BELIEVES CITY IS
LIABLE; AND, FURTHER, THAT I AM FAMILIAR WITH CALIFORNIA
PENAL CODE § 72 AND CALIFORNIA GOVERNMENT CODE § 12650,
ET SEQ., PERTAINING TO FALSE CLAIMS, AND FURTHER KNOW
AND UNDERSTAND THAT SUBMITTING OR CERTIFYING A FALSE
CLAIM MAY LEAD TO FINES, IMPRISONMENT, AND OTHER SEVERE
LEGAL CONSEQUENCES."
6-11.3 CLAIMS SUBMITTED TO ENGINEER,
Within 30 days after the circumstances giving rise to a Claim occur, the Contractor will
submit its Claim to the Engineer for a decision. Regardless of any Claim submittal, or
any dispute regarding a Claim, unless otherwise directed by the Engineer, the
Contractor will not cause any delay, cessation, or termination of the Work, but will
diligently proceed with the performing the Work in accordance with the Contract
Documents. Except as otherwise provided, the City will continue to make payments in
accordance with the Contract Documents.
6-11.4 CLAIM IS PREREQUISITE TO 91-HER REMEDY
The Contractor certifies that it is familiar with PCC § 10240.2 and understands and
agrees that submitting a Claim in accordance with these Specifications is an express
condition precedent to the Contractor's right to otherwise pursue a claim whether
through alternative dispute resolution or by litigation. Should the Contractor fail to
submit a claim in accordance with these Specifications, including the time limits set
forth herein, it will waive any right to a remedy, whether in law or equity, it might
otherwise have pursuant to the Contract Documents or applicable law.
6-11.5 DECISION ON CLAIMS
The Engineer will promptly review Claims submitted by the Contractor in accordance
with these Specifications. Should the Engineer require additional supporting evidence
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to evaluate the claim, the Engineer will request such additional information in writing.
Any such requested data will be furnished not later than 10 days after the Contractor
receives the Engineer's request.
The Engineer will render a decision not later than 60 days after either receiving the
Claim or the deadline for furnishing additional supporting data, whichever is later. If
the Engineer fails to render a decision within the time period established herein, then
the Claim will be deemed denied. The Engineer's decision will be final and binding
unless appealed in accordance with these Specifications.
The Engineer's decision on a Claim will include a statement substantially as follows:
"This is a decision pursuant to the General Specifications of your contract. If you are
dissatisfied with the decision, and have complied with the procedural requirements for
asserting claims, you may have the right to alternative dispute resolution or litigation.
Should you fail to take appropriate action within 30 days of the date of this decision,
the decision will be come final and binding and not subject to further appeal."
6-11.6 APPEAL OF ENGINEER'S DECISION
Should the Contractor dispute the Engineer's decision, then the Contractor must appeal
that decision to the City's Public Works Director within 30 days of receiving the
Engineer's decision.
The Public Works Director will address disputes or claims within 30 calendar days
after receiving such request and all necessary supporting data. The Public Works
Director's decision on the dispute or claim will be the City's final decision.
If the Contractor disputes the Public Works Director's decision, then the Contractor
must demand alternative dispute resolution in accordance with this Section and the
PCC within 30 days of the City's final decision.
6-11.7 MEDIATION
If the City and the Contractor agree, disputes between the parties may be submitted to
non -binding mediation. If the parties cannot agree to an alternative form of mediation,
then mediation will be administered by the American Arbitration Association ("AAA")
under its Construction Industry Mediation Rules, unless the use of such rules are
waived by mutual stipulation of both parties.
The parties may, but are not required to be, represented by counsel in mediation.
The requirement for mediation will not alter or modify the time limitations otherwise
provided for claims and no conduct or settlement negotiation during mediation will be
considered a waiver of the City's right to assert that claim procedures were not
followed.
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6-11.8 ARBITRATION
If the City and Contractor do not agree to mediation, then a disputes will be submitted
to neutral non -binding (except as provided herein) arbitration. Arbitration will be
conducted in accordance with PCC § 10240.3. Any decision rendered by an arbitrator
will be consistent with PCC § 10240.8.
The exclusive venue for any arbitration will be in Los Angeles County.
The expenses and fees of the arbitrators and the administrative fees, if any, will be
divided among the parties equally. Each party will pay its own counsel fees, witness
fees, and other expenses incurred for its own benefit.
6-11.9 WHEN ARBITRATION DECISION BECOMES BINDING
The decision rendered by the arbitrator will become binding upon the parties unless
appealed to the Los Angeles County Superior Court pursuant to PCC § 10240.12 within
30 days of the decision. If subsequent litigation results in an award to the party
appealing the arbitration that is less than or equal to that of the arbitration decision, or
if the litigation results in a decision in favor of the nonappealing party, then the party
appealing the arbitration will pay the nonappealing party's attorney's fees and court
costs.
6-11.10 APPEAL TO SUPERIOR COURT; WAIVER OF JURY TRIAL
Should a party timely object to the arbitration decision, it may file a petition with the
Los Angeles County Superior Court in accordance with California Code of Civil
Procedure ("CCP") § § 1285, et seq. Notwithstanding the limitations set forth in CCP §
1286.2, the court may vacate, correct, or adjust an arbitration award, and enter
judgment in accordance with CCP § 1287.4, for any legal or equitable basis including,
without limitation, error of law. The court will apply the substantial evidence standard
of review when considering the appeal of an objecting party.
BY EXECUTING THESE CONTRACT DOCUMENTS, THE CONTRACTOR
AGREES TO HAVE DISPUTES OR CONTROVERSY CONCERNING THE
CONSTRUCTION, INTERPRETATION, PERFORMANCE, OR BREACH OF
THESE CONTRACT DOCUMENTS, INCLUDING CLAIMS FOR BREACH OF
CONTRACT OR ISSUES OF BAD FAITH DECIDED IN ACCORDANCE WITH
THIS SECTION 6-11. BOTH THE CITY AND THE CONTRACTOR WAIVE
THEIR RIGHT TO A JURY TRIAL FOR THESE DISPUTES OR ISSUES.
6-11.11 A8 626 CLAIMS PROCESS
Claims made by a Contractor for one or more of the following are subject to the claim
resolution process set forth in Public Contract Code section 9204:
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(A) A time extension, including, without limitation, for relief from damages or
penalties for delay assessed by the city under a contract for a public works project.
(B) Payment by the city of money or damages arising from work done by, or on
behalf of, the contractor pursuant to the contract for a public works project and
payment for which is not otherwise expressly provided or to which the claimant is not
otherwise entitled.
(C) Payment of an amount that is disputed by the city.
7-2 LABOR
The following subsections are added to Subsection 7-2 of the Green Book.
7-2.3 PREVAILING WAGES
The Contractor will post at appropriate conspicuous points at the site of the project a
schedule showing determinations of the Director of Industrial Relations of the
prevailing rate of per diem wages. It will be the Contractor's responsibility to obtain
copies of the prevailing rate of per diem wages. One source that may be used is the
California Department of Industrial Relations website which is currently located at
www.dir.ca.gov, or by calling the Prevailing Wage Unit at (415) 703-4774.
Attention is directed to Labor Code §§ 1777.5, 1777.6 and 3098 concerning the
employment of apprentices by the Contractor or any subcontractor.
Labor Code § 1777.5 requires the Contractor or subcontractor employing tradesmen in
any apprenticeship occupation to apply to the joint apprenticeship committee nearest
the site of the public works project and which administers the apprenticeship program
in that trade for a certificate of approval. The certificate will also fix the ratio of
apprentices to journeymen that will be used in the performance of the contract. The
ratio of apprentices to journeymen in such cases will not be less than one to five except:
a) When employment in the area of coverage by the joint apprenticeship
committee has exceeded an average of 15 percent in the 90 days before the
request for certificate, or
b) When the number of apprentices in training in the area exceeds a ratio of one to
five, or
c) When the trade can show that it is replacing at least 1/30 of its membership
through apprenticeship training on an annual basis state-wide or locally, or
d) When the Contractor provides evidence that the Contractor employs registered
apprentices on all of his contracts on an annual average of not less than one
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apprentice to eight journeymen.
The Contractor is required to make contributions to funds established for the
administration of apprenticeship programs if the Contractor employs registered
apprentices or journeymen in any apprenticeable trade on such contracts and if other
contractors on the public works site are making such contributions.
The Contractor and any subcontractor will comply with Labor Code §§ 1777.5 and
1777.6 in the employment of apprentices.
Information relative to apprenticeship standards, wage schedules and other
requirements may be obtained from the Director of Industrial Relations, ex-officio the
Administrator of Apprenticeship, San Francisco, California, or from the Division of
Apprenticeship Standards and its branch offices.
7-2.4 RECORD OF WAGES PAID: INSPECTION
Every Contractor and subcontractor will keep an accurate certified payroll records
showing the name, occupation, and the actual per diem wages paid to each worker
employed in connection with the Work. The record will be kept open at all reasonable
hours to the inspection of the body awarding the contract and to the Division of Labor
Law Enforcement. If requested by the City, the Contractor will provide copies of the
records at its cost.
7-3 LIABILITY INSURANCE
Subsection 7-3, Liability Insurance, of the Greenbook is deleted in its entirety and
replaced by the following subsections.
7-3.1 GENERAL
Contractor will procure and maintain for the duration of the contract the following
insurance coverages and limits against claims for injuries to persons or damage to
property which may arise from or in connection with the performance of the work
covered by this agreement by the Contractor, its agents, representatives, employees or
subcontractors:
COVERAGE PER
OCCURRENCE
Comprehensive General Liability
Business Auto
Workers' Compensation
ISO FORM
CL 00 02 01 85 or 88
CA 00 0101 87
COMBINED
SINGLE
LIMIT
$2,000,000
$1,000,000
Statutory
Contractor will provide endorsements or other proof of coverage for contractual
liability.
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Agreement No. 6685
Combined single limit per occurrence will include coverage for bodily injury, personal
injury, and property damage for each accident.
If Commercial General Liability Insurance or other form with a general aggregate limit
is used, the policy will be endorsed such that the general aggregate limit will apply
separately to this contract and a copy of the endorsement provided to the City.
Liability policies will contain, or be endorsed to contain the following provisions:
GENERAL LIABILITY AND AUTOMOBILE LIABILITY:
The City, its officers, officials, employees, agents, and volunteers will be covered as
insureds as respects: liability arising out of activities performed by or on behalf of the
Contractor; products and completed operations of the Contractor; premises owned,
occupied or used by the Contractor; or automobiles owned, leased, hired or borrowed
by the Contractor. The coverage will contain no special limitations on the scope or
protection afforded to the City, its officers, officials, employees, agents, or volunteers.
The Contractor's insurance coverage will be primary insurance as respects the City, its
officers, officials, employees, agents, and volunteers. Any insurance or self-insurance
maintained by the City, its officers, officials, employees, agents, and volunteers will be
excess of the Contractor's insurance and will not contribute with it.
The insurer will agree in writing to waive all rights of subrogation against the City, its
officers, officials, employees and volunteers for losses arising from work performed by
the Contractor for the City.
Any failure to comply with reporting provisions of the policies will not affect coverage
provided to the City, its officers, officials, employees, agents and volunteers.
The Contractor's insurance will apply separately to each insured against whom claim
is made or suit is brought, except with respect to the limits of the insurer's liability.
WORKERS' COMPENSATION:
The insurer will agree to waive all rights of subrogation against the City, its officers,
officials, employees and volunteers for losses arising from work performed by the
Contractor for the City.
ALL COVERAGES:
Each insurance policy required by this subsection will be endorsed to state that
coverage will not be suspended, voided, cancelled by either parry, reduced in coverage
or in limits except after thirty (30) days written notice by certified mail, return receipt
requested, has been given to:
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Agreement No. 6685
CITY CLERK
City of El Segundo
350 Main Street
El Segundo, CA 90245
Notwithstanding the foregoing, the endorsement may state that insurance may be
cancelled upon ten (10) day notification for non-payment of premium. The Contractor
will provide the City with updated proof of insurance should the Contract Time extend
beyond the policy expiration date.
All liability insurance will be on an occurrence basis. Insurance on a claims made basis
will be rejected. Any deductibles or self -insured retentions will be declared to and
approved by City. The insurer will provide an endorsement to City eliminating such
deductibles or self -insured retentions as respects the City, its officials, employees,
agents, and volunteers.
Except for Workers Compensation Insurance, Contractor will furnish to City certificates
of insurance and endorsements on forms acceptable to the City's City Attorney, duly
authenticated, giving evidence of the insurance coverages required in this contract and
other evidence of coverage or copies of policies as may be reasonably required by City
from time to time. Endorsements must be supplied on ISO Form No. CG 20 10 11 85,
or equivalent. Certificate/endorsement for Workers Compensation Insurance will be
furnished on State Comp Fund or other industry standard form. Except for worker's
compensation insurance, all insurance required herein will be placed with insurers with
a Besfs Rating of not less than A:VII. Worker's compensation insurance policies will
meet the requirements of California law.
All subcontractors employed on the work referred to in this contract will meet the
insurance requirements set forth for Contractor. Contractor will furnish certificates of
insurance and endorsements for each subcontractor at least five days before the
subcontractor entering the job site, or Contractor will furnish City an endorsement
including all subcontractors as insureds under its policies.
Except as provided in Subsection 6-10, the Contractor will save, keep and hold harmless
the City, its officers, officials, employees, agents and volunteers from all damages, costs
or expenses in law or equity that may at any time arise or be claimed because of damages
to property, or personal injury received by reason of or in the course of performing work,
which may be caused by any willful or negligent act or omission by the Contractor or
any of the Contractor's employees, or any subcontractor. The City will not be liable for
any accident, loss or damage to the work before its completion and acceptance, except
as provided in Subsection 6-10.
The cost of such insurance will be included in the various items of work in the
Contractor's bid and no additional compensation for purchasing insurance or additional
coverage needed to meet these requirements will be allowed.
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Agreement No. 6685
In the event that any required insurance is reduced in coverage, cancelled for any reason,
voided or suspended, Contractor agrees that City may arrange for insurance coverage as
specified, and Contractor further agrees that administrative and premium costs may be
deducted from payments due to the Contractor. Contractor will not be allowed to work
until alternate coverage is arranged.
Coverage will not extend to any indemnity coverage for the active negligence of the
additional insured if the agreement to indemnify the additional insured would be invalid
under Civil Code § 2782(b).
7-3.2 INDEMNIFICATION AND DEFENSE
In addition to the provisions of Subsection 7-3 of the Greenbook as between the City
and Contractor, Contractor will take and assume all responsibility for the work as stated
herein or shown on the plans.
The Contractor will bear all losses and damages directly or indirectly resulting to it, to
the City, its officers, employees, and agents, or to others on account of the performance
or character of the work, unforeseen difficulties, accidents, traffic control, job site
maintenance, or any other causes whatsoever.
The Contractor will assume the defense of and indemnify and save harmless the City
of El Segundo, its officers, employees, and agents, from and against any and all claims,
losses, damage, expenses and liability of every kind, nature, and description, directly
or indirectly arising from the performance of the contract or work, regardless of
responsibility for negligence, and from any and all claims, losses, damage, expenses,
and liability, howsoever the same may be caused, resulting directly, or indirectly from
the nature of the work covered by the contract, regardless of responsibility for
negligence, to the fullest extent permitted by law. In accordance with Civil Code §
2782, nothing in this Subsection 7-3.2 or in Subsection 7-3 of the Standard
Specifications will require defense or indemnification for death, bodily injury, injury
to property, or any other loss, damage or expense arising from the sole negligence or
willful misconduct of the City, or its agents, servants or independent contractors who
are directly responsible to the City, or for defects in design furnished by such persons.
Moreover, nothing in this Subsection 7-3.2 or in Subsection 7-3 will apply to impose
on the Contractor, or to relieve the City from, liability for active negligence of the City.
The City does not, and will not, waive any rights against the Contractor which it may
have by reason of the aforesaid hold harmless agreements because of the acceptance
by the City, or deposit with City by Contractor, of any insurance policies described in
Subsection 7-3 of the Special Provisions. This hold harmless agreement by the
Contractor will apply to all damages and claims for damages of every kind suffered, or
alleged to have been suffered by reasons of any of the aforesaid operations of
Contractor, or any subcontractor, regardless of whether or not such insurance policies
are determined to be applicable to any of such damages or claims for damages.
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Agreement No. 6685
No act by the City, or its representatives in processing or accepting any plans, in
releasing any bond, in inspecting or accepting any work, or of any other nature, will in
any respect relieve the Contractor or anyone else from any legal responsibility,
obligation or liability he might otherwise have.
7-5 PERMITS
The following paragraph will be added to Subsection 7-5 of Greenbook:
The Contractor will apply for permits required by the City Building Safety Division.
The Contractor must pay for and obtain all other permits from other governmental and
utility agencies necessitated by their operations.
All bonding fees, (overweight and oversized vehicle permit fees) inspection permit fees
or other fees charged or required for such permits must be paid by the Contractor. These
costs will be included in the bid item provided. If no bid item is included, costs will be
included in the various items of work, and no additional payment will be allowed.
7-8.1 CLEANUP AND DUST CONTROL
Subsection 7-8.1, Cleanup and Dust Control, of the Greenbook is deleted in its entirety
and replaced by the following subsections.
7-8.1.1 GENERAL
On any construction project requiring trenching within public streets and for which
total trenching is in excess of 500 feet, the Contractor will be required to sweep the
worksite utilizing a pick-up type street sweeper a minimum of once daily.
7-8.1.2 WATERING
Water for the laying of dust caused by Contractor's operations or the passage of traffic
through the work will be applied as necessary or as directed by the Engineer. Water for
the above or other purposes may be obtained from any approved source. If the
Contractor chooses to use a City fire hydrant upon placing a $300 meter deposit and
the payment of a $50 service fee, the Engineer will cause a meter to be installed. All
water used from the hydrant will be metered and charged to the Contractor at the
prevailing rate plus the current daily meter rental rate. The Contractor will be charged
a $15 reconnect fee if the Contractor wishes to move the meter to a different hydrant.
Costs of water to be used will be included in the cost of various bid items.
7-8.6 WATER POLLUTION CONTROL
This section is supplemented by the addition of the following requirements which
establish storm water and urban runoff pollution prevention controls.
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Agreement No. 6685
(a) Storm or construction generated water containing sediment such as,
construction waste, soil, slurry from concrete/asphalt concrete saw cutting
operations, clean up of concrete transit mixers or other pollutants from
construction sites and parking areas will be retained or controlled on site and
will not be permitted to enter the storm drain system.
(b) Temporary sediment filtering systems such as sandbags, silt fences, or gravel
berms will be utilized to trap sediment so that only filtered water enters the
City's storm drain system. Proper clean up and disposal of settled sediment and
the filtering system will be the responsibility of the CONTRACTOR.
(c) Discharge of concrete transit mixer wash water on to approved dirt areas (sub-
gzade area designated for new concrete construction for example) is acceptable.
Discharge on to private property, parkway areas, or the street is not permitted.
(d) Plastic or other impervious covering will be installed where appropriate to
prevent erosion of an otherwise unprotected, area, along with any other runoff
control devices deemed appropriate by the City.
(e) Excavated soil stored on the site will be covered in a manner that minimizes the
amount of sediments running into the storm drain system, street or adjoining
properties.
(f) No washing of construction or other industrial vehicles and equipment will be
allowed adjacent to a construction site. During the rainy season (October 15 to
April 15), Contractor will keep at the construction site sufficient materials and
labor to install temporary sediment filtering systems and other water pollution
prevention control measures. These control measures will be in place and
maintained by the Contractor on a daily basis on days when construction is not
in progress due to rain.
(h) All costs associated with water pollution control will be borne by the
Contractor. Any expense incurred by the City to expeditiously respond to storm
drain contamination resulting from Contractor's failure to implement water
pollution control measures will be charged to the Contractor.
7-9 PROTECTION AND RESTORATION OF L�lSTIN IMPPROVEMENTS
The following requirements are added to Section 7-9:
Where existing traffic striping, pavement markings, and curb markings are damaged or
their reflectively reduced by the Contractor's operations, such striping or markings will
also be considered as existing improvements and the Contractor will replace such
improvements.
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Agreement No. 6685
Relocations, repairs, replacements, or re -establishments will be at least equal to the
existing improvements and will match such improvements in finish and dimensions
unless otherwise specified.
7-10 PUBLIC CONVENIENCE NIENCE AND SAFI STY
The following requirement is added to Section 7-10:
Unless otherwise specified all traffic control will be performed in accordance with the
Work Area Traffic Control Handbook (WATCH) Latest Edition, published by Building
News, 3055 Overland Avenue, Los Angeles, CA 90034, telephone 310-474-7771.
7-10.1 TRAFFIC AND ACCESS
The Contractor will notify the occupants of all affected properties at least 48 hours prior
to any temporary obstruction of access. Vehicular access to property line will be
maintained except as required for construction for a reasonable period of time. No
overnight closure of any driveway will be allowed except as permitted by the Engineer.
At least one (1) twelve (12) foot wide traffic lane will be provided for each direction of
travel on all streets at all times except as permitted by the Engineer. The traffic lanes
will be maintained on pavement, and will remain unobstructed. All work on major
streets requiring that a lane be closed or a lane moved right or left will be noticed to the
traveling public by use of City approved lighted arrow boards.
Clearances from traffic lanes will be five feet to the edge of any excavation and 2 feet
to the face of any curb, pole, barricade, delineator, or other vertical obstruction.
One four (4) foot wide paved pedestrian walkway will be maintained in the parkway
area on each side of all streets. The clearance from the pedestrian walkway to any traffic
lane will be five (5) feet. Pedestrians and vehicles will be protected from all
excavations, material storage, and/or obstructions by the placement of an adequate
number of lighted barricades (minimum two (2)) at each location, one (1) at each end
of the obstruction or excavation), which will have flashing lights during darkness.
Barricades will be Type I or Type II per Section 7-3 and lights will be Type A per
Section 7-6 of the "Work Area Traffic Control Handbook" (WATCH).
7-10.2 STREET CLOSURES DETOURS BARRICADES
Street closures will not be allowed except as specifically permitted by the Engineer.
The Contractor will prepare any traffic control or detour plans that may be required as
directed by the Engineer. Lane transitions will not be sharper than a taper of thirty (30)
to one (1).
Temporary traffic channelization will be accomplished with barricades or delineators.
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Agreement No. 6685
Temporary striping will not be allowed unless specifically permitted by the Engineer.
The Contractor will prepare any plans that may be required for temporary striping to
the satisfaction of the Engineer. In no event will temporary striping be allowed on finish
pavement surfaces, which are to remain.
Where access to driveway or street crossings need to be maintained, minimum 1 1/4
inch thick steel plating will be used to bridge the trench. All steel plating will have
temporary asphalt concrete 1:12 minimum sloped ramps to assist vehicles to cross
comfortably over the plates and have a non-skid surface. Plates subject to vehicle high
traffic speeds and in residential areas will be secured by welding at the discretion of
the Engineer.
7-10.5 PROTECTION OF' THE PUBLIC
It is part of the service required of the Contractor to make whatever provisions are
necessary to protect the public. The Contractor will use foresight and will take such
steps and precautions as his operations warrant to protect the public from danger, loss
of life or loss of property, which would result from interruption or contamination of
public water supply, interruption of other public service, or from the failure of partly
completed work or partially removed facilities. Unusual conditions may arise on the
Project which will require that immediate and unusual provisions be made to protect
the public from danger or loss of life, or damage to life and property, due directly or
indirectly to prosecution of work under this contract.
Whenever, in the opinion of the Engineer, an emergency exists against which the
Contractor has not taken sufficient precaution for the public safety, protection of
utilities and protection of adjacent structures or property, which may be damaged by
the Contractor's operations and when, in the opinion of the Engineer, immediate action
will be considered necessary in order to protect the public or property due to the
Contractor's operations under this contract, the Engineer will order the Contractor to
provide a remedy for the unsafe condition. If the Contractor fails to act on the situation
immediately, the Engineer may provide suitable protection to said interests by causing
such work to be done and material to be furnished as, in the opinion of the Engineer,
may seem reasonable and necessary.
The cost and expense of said labor and material, together with the cost and expense of
such repairs as are deemed necessary, will be borne by the Contractor. All expenses
incurred by the City for emergency repairs will be deducted from the progress payments
and the final payment due to the Contractor. Such remedial measures by the City will
not relieve the Contractor from full responsibility for public safety.
7-15 HAZARDOUS MATERIAL
The following Subsection will be added to Section 7 of the Greenbook::
For any excavation, which extends more than four feet below existing grade, the
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Agreement No. 6685
Contractor will promptly, and before the conditions are disturbed, notify the Engineer,
in writing, of 1) any material that the Contractor believes may be hazardous waste, as
defined in Health and Safety Code § 25117, which is required to be removed to a Class
I, Class II, or Class III disposal site in accordance with provisions of existing law, 2)
subsurface or latent physical conditions at the site differing from those indicated, or 3)
unknown physical conditions at the site of any unusual nature, different materially from
those ordinarily encountered and generally recognized as inherent in work of the
character provided for in the Contract Documents.
After receiving notice from the Contractor, the Engineer will promptly investigate any
condition identified by the Contractor as being hazardous. The rights and obligations
of the City and the Contractor with regard to such conditions (including, without
limitation, the procedures for procuring change orders and filing claims) will be
specified by the provisions of Subsection 3-4 (Changed Conditions) of the Greenbook.
If a dispute arises between the City and the Contractor whether the conditions
materially differ, involve hazardous waste, or cause a change in the Contractor's cost
or time required for performance of the work, the Contractor will not be excused from
any scheduled completion date provided for by the contract, but will proceed with all
work to be performed under the contract. The Contractor will retain all rights provided
by Subsection 3-5, Disputed Work, of the Greenbook.
If the Engineer determines that material called to the Engineer's attention by the
Contractor is hazardous waste, or if the Engineer otherwise discovers the existence of
hazardous waste, the Contractor will be responsible for removal and disposal of the
hazardous waste by qualified personnel and appropriate equipment in the manner
required by law as directed by the Engineer, subject to the provisions of Section 3
(Changes in Work) of the Greenbook.
9-2 LUMP SUM Wf'RK.
Subsection 9-2, Lump Sum Work, of the Greenbook is deleted in its entirety and
replaced by the following:
Items for which quantities are indicated as "Lump Sum," "L.S.," or "Job" will be paid
for at the price indicated in the Proposal. Such payment will be full compensation for
all costs for labor, equipment, materials and plant necessary to furnish, construct and
install the lump sum item of work, complete, in place, and for all necessary appurtenant
work, including, but not limited to, all necessary cutting, patching, repair and
modification of existing facilities, and clean up of site.
Contractor will furnish three copies of a detailed schedule, which breaks down the lump
sum work into its component parts and cost for each part, in a form and sufficiently
detailed as to satisfy Engineer that it correctly represents a reasonable apportionment
of the lump sum. This schedule is subject to approval by Engineer as to both the
components into which the lump sum item is broken down, and the proportion of cost
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Agreement No. 6685
attributable to each component.
This schedule will be the basis for progress payments for the lump sum work.
9-3.2 PARTIAL AND FINAL PAYMENTS
The text of Subsection 9-3.2 of the Standard Specifications is hereby deleted and
replaced with the following:
The closure date for the purpose of making partial progress payments will be the last
working day of each month. The Contractor will prepare the partial payment invoice
with measurement of the work performed through the closure date and submit it to the
CITY for approval.
When work is complete, the Contractor will determine the final quantities of the work
performed and prepare the final progress payment, and submit it to the Engineer for
approval.
It will take a minimum of thirty-five (35) calendar days from the date of approving the
Contractor's invoice to make the payment to the Contractor. However, payments will
be withheld pending receipt of any outstanding reports required by the contract
documents, or legal release of filed Stop Payment Notices against the Contractor. In
addition, the final progress payment will not be released until the Contractor returns
the control set of Plans and Specifications showing the as -built conditions.
The full five percent (5%) retention will be deducted from all progress payments. The
Contractor will make a payment request for the retained amount, for approval by the
City, upon field acceptance of the work by the City Engineer. The City Engineer upon
field acceptance and receipt of the final as -built plans and any other reports or
documents required to be provided by the Contractor will process a recommendation
to the City Council for acceptance of the work. Not less than thirty-five (35) calendar
days from the City Council acceptance of the work, the Contractor's final payment will
be made provided Stop Payment Notices or other claims have not been filed against the
Contractor and/or the City by material suppliers, sub -contractors, other governmental
agencies, and private property owners. Until these Stop Payment Notices are released
and claims are resolved the stop payment/claim amount will be withheld from the final
payment.
The Contractor, however, may receive interest on the retention for the length of
construction, or receive the retention itself as long as the retention is substituted with
escrow holder surety or equal value.
At the request and expense of the Contractor, surety equivalent to the retention may be
deposited with the State Treasurer, or a State or Federally chartered bank, as the escrow
agent, who will pay such surety to the Contractor upon satisfactory completion of the
contract.
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Agreement No. 6685
Pursuant to PCC § 22300, the Contractor may substitute securities for retention monies
held by the City or request that the City place such monies into an escrow account. The
Contractor is notified, pursuant to PCC § 22300, that any such election will be at the
Contractor's own expense and will include costs incurred by the City to accommodate
the Contractor's request.
Progress payment paid by the City as contemplated herein, will be contingent upon the
Contractor submitting, in addition to any additional documents, an updated Contract
Schedule in the form prescribed by these Contract Documents. Failure of the Contractor
to submit an acceptable updated Contract Schedule will result in the City withholding
partial payment, without liability to the City, until such an acceptable updated Contract
Schedule is submitted. Nothing herein will allow the Contractor to suspend or slow
progress of the Work.
A City Council resolution established a Project Payment Account, encumbered money
in the current budget, and assigned that money to the Project Payment Account which
is the sole source of funds available for payment of the Contract Sum. Contractor
understands and agrees that Contractor will be paid only from this special fund and if
for any reason this fund is not sufficient to pay Contractor, Contractor will not be
entitled to payment. The availability of money in this fund, and City's ability to draw
from this fund, are conditions precedent to City's obligation to make payments to
Contractor.
9-3.3 DELIVERED MATERIALS
Materials and equipment delivered or stored, but not incorporated into the work, will
not be approved for progress payments.
100-1 TERMINATION OF AGENCY LIABILITY
Before receiving final payment, the Contractor will execute a Release on Contract"
form which will operate as, and will be a release to the City, the City Council, and each
member of the City Council and their agencies, from all claims and liability to the
Contractor for anything done or furnished for, or relating to, the work or for any act of
neglect of the City of any person relating to or affecting the work, except the claim
against the City for the remainder, if any there be, of the amounts kept or retained as
provided in Subsections 9-3 of the Standard Specifications and except for any unsettled
claims listed on said form which have been filed in compliance with the requirements
for making claims.
- END OF SECTION -
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Agreement No. 6685
SECTION lII — SPECIAL PROVISIONS
1-0. C pN -,RAL SCOPE TIME FOR COMPLETION AND LOCATION OF WORK
1-1. General Scope of Work.
The work to be done consists of furnishing all labor, materials, tools, equipment and
incidental for traffic control, centerline -tie surveying and tie replacement if removed,
tree root dig -outs, and also the construction/installation, complete in place, of street
cold milling, street resurfacing (asphalt concrete overlay), full depth asphalt
replacement, utility manhole and valve can adjustments, tree root removals to two
feet below grade, backfilling, and 4-inch grind and overlay for a section of ally. In
addition, the work also consists of furnishing all labor, materials, tools, equipment
and incidental for clearing and grubbing for slurry seal; crack sealing; mechanically
removing striping, pavement markings, and pavement markers in slurry seal areas;
protecting manhole, valve covers, and concrete areas from slurry seal; slurry seal
Type II resurfacing; re -striping; re -installation of pavement markings and reflective
pavement markers; dust control; street sweeping; and traffic control as described in
the Special Provisions.
This project will involve asphalt concrete overlay and Type II slurry seal resurfacing.
One lane of through traffic shall be allowed in the construction area at all times.
Existing pavement markers and striping shall be removed and then re -installed once
resurfacing has occurred. Catch basins shall be appropriately protected from
construction debris, and existing flow lines to catch basins shall be maintained during
and after all street resurfacing.
Contractor shall implement pedestrian and vehicle traffic control to direct the general
public away from the project site before and during construction. Areas previously
resurfaced early in the project shall be protected in place while remaining areas are
resurfaced. Slurry seal tire markings on driveway and driveway approach concrete
shall be avoided by the Contractor ensuring that slurry seal can be driven on without
staining occurring. All work shall conform to all applicable State, local, regional and
Federal codes, ordinances, and regulations as prescribed by the City.
All mobilizations to complete the work, including for traffic control, street
preparation, concrete work, street repairs, striping activities, schedule changes, etc.
shall be included in the bid price.
1-2. Location of the Work:
Please see the Appendices for the project location map.
1-3. Working Da s and, Time for Cont letion:
1. Contractor will commence work on date specified in the Notice to Proceed to be
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Agreement No. 6685
issued to the Contractor by City of El Segundo Public Works Department and
shall complete work within forty-five (45) working days after the date of
commencement.
1-4. Examination of Job Site and Measurement Verification
The BIDDER shall make a detailed physical inspection of the project site before
submitting the proposal. It is understood that the BIDDER has thoroughly examined
the specifications, sites and conditions under which work will be performed before
submitting a proposal and has satisfied himself regarding existing conditions and
existing access conditions which may affect bid prices for the proposed work.
Measurement Verification: Contractor shall verify all field measurements and
determine quantities prior to ordering materials. Contractor shall procure all material
and confirm all parts are onsite prior to beginning installation.
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Agreement No. 6685
2-0. NOTIFICATIONS
The CONTRACTOR will notify all agencies listed here in a minimum of forty-eight (48)
hours before start of operation. The following list of names and telephone numbers are
intended for the convenience of the CONTRACTOR and the City does not guarantee either
the completeness or correctness of this list.
OPERATION OFFICE
TELEPHONE
1. Start of work,
Floriza Rivera, Public Works Staff
310-524-2361
shutdown of work,
Beto Moreno, Street Maintenance Supervisor
310-524-2899
or resumption of
Lifan Xu, City Engineer
310-524-2368
work after shutdown
Elias Sassoon, Director of Public Works
310-524-2356
2. Closing of streets
El Segundo Police Department**
310-524-2200
El Segundo Fire Department**
310-524-2236
** The CONTRACTOR will notify the Engineering Division before notifying these
offices.
The following information is provided for CONTRACTOR'S use to notify agencies if their
facilities are affected by CONTRACTOR'S work:
1. Underground Service Alert (all excavation in public right-of-way) 800-227-2600
2. City of El Segundo — Water Division 310-524-2742
3. City of El Segundo - Wastewater Division
4. City of El Segundo - Recreation and Parks
5. Southern California Gas Company
6. Southern California Edison Company (SCE)
7. AT&T
8. Time Warner Communication (Cable)
9. Los Angeles County Sanitation District
10. El Segundo Unified School District
2-1. NO PARKING NOTII°"1CA IONS
310-524-2754
310-524-2707
310-671-9002
310-417-3366
310-515-4430
310-768-0400 Extension 414
310-699-7411
310-615-2650
The CONTRACTOR shall post City -approved temporary NO PARKING notices a
minimum of seventy-two (72) hours before the start of operation. The
CONTRACTOR shall promptly notify City staff once posting is completed in order
to ensure the 72-hour requirement has been met.
The dates and times on the signs shall be site specific and shall cover the minimum
time required for "NO PARKING" to facilitate construction. Generic long-term "NO
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Agreement No. 6685
PARKING" time designations are not acceptable. Parking shall not be restricted
during any period when construction activity is not scheduled at this particular site.
2-2. NOTIFICATION OF RESIDENTS
The Contractor to distribute one (1) "Public Notice" to each resident affected by the
construction. The notice must be approved by the City prior to distribution. The
notice shall be distributed a minimum of one full week prior to the start of any work.
The notice shall be attached to a red information hanger provided by the Contractor
and hung on the front doorknob of every resident on the project streets.
Notices shall include the project times, dates, working hours, description of project
activities, and the Contractor's contact information. If any changes occur to project
times, dates or working hours, the Contractor will revise and re -deliver the Notice to
affected persons.
2-3. NOTIFICATION OF OT14ER ENTITIES/AGENCIES
The Contractor shall also notify in writing affected other entities/agencies including
but not limited to businesses, churches, schools, the Parks Division, and public
transportation agencies, etc. Written notification shall be sent at least three weeks
prior to construction so that customers, congregations, parents, the general public,
and public transportation users can be alerted to any changes that the agencies may
have to implement as a result of construction.
Notices shall include the project times, dates, working hours, description of project
activities, and the Contractor's contact information. If any changes occur to project
times, dates or working hours, the Contractor will revise and re -deliver the Notice to
affected entities/agencies.
3-0. MOBILIZATION
Mobilization shall conform to the provisions of Section 9-3.4 of the Standard
Specifications. The scope of work under mobilization includes but is not limited to:
1. Obtaining and paying for all required bonds, insurance, permits, and licenses.
2. Completing and submitting documents as required per specifications.
3. Scheduling to avoid traffic and parking conflicts. Managing sub -contractor's
scheduling and notifications to the public to avoid traffic and parking conflicts.
4. Preparing and following a Construction and Demolition Debris Management Plan
5. Submittal of Construction Schedule; Contractor Contact List; Centerline Tie
Inventory; Schedule of Values for Bid Items 4 and 9; Striping/Pavement
Marking/Pavement Marker Inventories; Construction and Demolition Debris
Management Plan and Notices to City staff for City approval at the Project Pre -
construction Meeting.
6. Arranging for and erection of Contractor's work and storage yard. Moving on to
the site of all Contractor's equipment required for operations.
III-A-4
Agreement No. 6685
7. Coordinating with Underground Service Alert (USA) or Dig Alert to mark
underground utilities before any excavation
8. Distribution of a City -approved Notice to Business and Residents at least one week
prior to construction, or as stated otherwise in these specifications.
9. Notification of property owners, businesses, residents, and motorists, other entities/
agencies, etc. using temporary traffic warning and safety signage where
construction is or will be occurring. Notification shall be furnished by Contractor
and shall be distributed seventy-two (72) hours prior to work in that area.
10. Re -notification of all affected parties for all construction schedule changes.
11. Coordination with utility agencies, street sweeper, and waste hauler, and other
entities/agencies to avoid conflicts during project activities.
12. Providing on -site sanitary facilities on a moveable trailer.
13. Posting all OSHA required notices.
14. Protection -in -place of utility facilities, landscapes, pavements, structures, planter
boxes, vegetation, and any other property during construction activities.
15. Additional clearing and grubbing, and landscape removal not covered elsewhere in
the specifications as necessary.
16. Traffic control as required per W.A.T.C.H. manual and CA MUTCD or approved
traffic control plans/
17. Providing Best Management Practices (BMPs) necessary to comply with NPDES
requirements.
18. Bringing unforeseen field conditions to City staff s attention in a timely manner
in written Requests for Information.
19. Providing backup documentation for Change Order requests.
20. Restoration to existing standard conditions or better, of private and public property
damaged during construction. Power -washing concrete stained by emulsion or
otherwise removing construction -related stains from surfaces on public or private
property-
2 1. Installing and removing of all temporary facilities required for operations.
22. Removal and disposal of any existing unused materials from the project sites.
23. Demobilization
3-1. Clearing, grubbing, and landscape removal shall take place as necessary for all
construction activities to occur, including but not limited to Section 300-1 of the
Standard Specifications. If applicable, live tree roots shall be inspected by the
Recreation and Parks Department after the surface above them has been removed, to
ascertain if tree root barrier installation or full tree removal is necessary. Costs for
clearing, grubbing, and landscape/tree root removal shall be included in the bid prices
for the different bid items. All such removals shall take place prior to any excavation
for construction. Where necessary, the contractor shall replace residential
landscaping or sprinklers damaged by construction after construction is complete.
3-2. Underground Service Alert, 1-800-227-2600, shall be contacted and the contractor
shall determine the exact location of all utilities prior to beginning excavation and
construction. If conflicts are discovered, the Contractor shall notify the Engineer
immediately. A detailed description of the depth and location of utility conflicts in
relation to the proposed storm drain facilities shall be provided to City Inspector as
III-A-5
Agreement No. 6685
well as the applicable utility agency. A list of utility agency and waste hauler contact
number is included in Section III-2 of these specifications.
3-3. Demobilization shall include all activities for the Contractor to remove all equipment,
on -site sanitary facilities, etc. from the project areas after construction is complete.
Demobilization shall also include general cleanup activities and punch list items and
specific activities determined by the City Public Works Inspector, to repair or replace
any private or public facilities damaged by the construction and to return public right-
of-way to the same or better condition as that existing prior to construction.
4-0. CONSTRUCTION & DEMOLITION MATERIALS RECYCLING
REQUI MEMENTS
The Contractor shall divert all Construction and Demolition (C&D) waste generated from
the project in accordance with the California Green (CALGreen) Building Standards Code
(pursuant to El Segundo Municipal Code, Title 13, Chapter 11). C&D waste can only be
legally collected, removed, or transported by City of El Segundo permitted waste haulers.
If the Contractor plans on collecting, removing, or transporting its own waste, approval
from the City Engineer or designee is required.
Failure to meet the C&D waste recycling requirements will result in the assessment of
penalties pursuant to El Segundo Municipal Code.
Contractor shall prepare a C&D Debris Management Plan as follows:
PART1 GENERAL
1.1 SUMMARY
A. This Section includes the following: procedures for ensuring optimal
diversion of construction and demolition (C&D) waste materials generated
by the Work within the limits of the Construction Schedule and Contract
Sum.
1. The Integrated Solid Waste Management Act of 1989 ("AB 939"),
requires that localities throughout the state develop source reduction,
reuse, recycling, and composting programs to reduce the tonnage of
solid waste disposed in landfills by 50%; this requirement may
increase in the future. C&D waste materials generated by the Work
are targeted to achieve these diversion rates.
2. A minimum of 50% by weight of the solid wastes generated in the
Work shall be diverted from landfill disposal through a combination
of reuse, recycling, and composting activities.
3. This section includes requirements for submittal of C&D Debris
Management Plan prior to the commencement of the Work, and
during the project, submittal of Contractor's quantitative reports for
construction and demolition waste materials generated by the
III-A-6
Agreement No. 6685
Contractor as a condition of approval of progress payments
submitted to the Contracting Officer, and following completion of
the project, as a condition of the release of final project retention.
1.2 DEFINITIONS
A. Class III Landfill. A landfill that accepts non -hazardous waste such as
household, commercial, and industrial waste, resulting from construction,
remodeling, repair, and demolition operations. A Class III landfill must have
a solid waste facilities permit from the California Department of Resources
Recycling and Recovery (CalRecycle) and be regulated by the Enforcement
Agency.
B. Construction and Demolition Debris or C&D Debris. Building materials and
solid waste resulting from construction, remodeling, repair, cleanup, or
demolition operations that are not hazardous as defined in California Code
of Regulations, Title 22, Section 66261.3 et seq. This term includes, but is
not limited to, asphalt, concrete, Portland cement, brick, lumber, gypsum
wallboard, cardboard and other associated packaging, roofing material,
ceramic tile, carpeting, plastic pipe, and steel. The debris may be
commingled with rock, soil, tree stumps, and other vegetative matter
resulting from land clearing and landscaping for construction or land
development projects.
C. Contracting Officer. The City of El Segundo City Engineer or designee.
D. C&D Recycling Center. A facility that receives only C&D material that has
been separated for reuse prior to receipt, in which the residual (disposed)
amount of waste in the material is less than 10% of the amount separated for
reuse or recycling, by weight.
E. Disposal. Final deposition of C&D or inert debris into land, including
stockpiling onto land of construction and demolition debris that has not been
sorted for further processing or resale, if such stockpiling is for a period of
time greater than 30 days; and construction and demolition debris that has
been sorted for further processing or resale, if such stockpiling is for a
period of time greater than one year, or stockpiling onto land of inert debris
that is for a period of time greater than one year.
F. Diversion or Divert. The reuse or recycling of construction and demolition
debris to avoid disposal in a landfill.
G. Enforcement Agency (EA). Enforcement agency as defined in Public
Resources Code 40130.
H. Inert Disposal Facility or Inert Waste Landfill. A disposal facility that
accepts only inert waste such as soil and rock, fully cured asphalt paving,
uncontaminated concrete (including fiberglass or steel reinforcing rods
embedded in the concrete), brick, glass, and ceramics, for land disposal.
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Agreement No. 6685
I. Inert Solids or Inert Waste. Non -liquid solid wastes including, but not
limited to, soil and concrete that do not contain hazardous waste or soluble
pollutants at concentrations in excess of water quality objectives established
by a regional Water Board pursuant to Division 7 (Sections 13000 et seq) of
the California Water Code and does not contain significant quantities of
decomposable solid resources.
Mixed C&D Debris. Loads that include commingled recyclable and non -
recyclable C&D debris generated at the construction site.
K. Mixed Debris Recycling Facility. A processing facility that accepts loads of
solid waste and/or recycling materials for the purpose of recovering
reusable, recyclable, and compostable materials and disposing the non -
recyclable residual materials.
L. Recycling. The process of sorting, cleansing, treating and reconstituting
materials for the purpose of using the altered form in the manufacture of a
new product. Recycling does not include burning, incinerating or thermally
destroying solid waste.
M. Reuse. The use of a material that might otherwise be discarded, in the same
or similar form as it was produced.
N. Separated for Reuse. Materials, including commingled recyclables, that
have been separated or kept separate from the solid waste stream for the
purpose of additional sorting or processing of those materials for reuse or
recycling in order to return them to the economic mainstream in the form of
raw material for new, reused, or reconstituted products which meet the
quality standards necessary to be used in the marketplace, and includes
materials that have been "source separated."
O. Solid Waste. Refer to Public Resources Code Section 40191.
P. Source -Separated. Materials, including commingled recyclables, that have
been separated or kept separate from the solid waste stream at the point of
generation, for the purpose of additional sorting or processing of those
materials for reuse or recycling in order to return them to the economic
mainstream in the form of raw materials for new, reused, or reconstituted
products which meet the quality standards necessary to be used in the
marketplace.
PART 2 PRODUCTS (Not Used)
III-A-8
Agreement No. 6685
PART 3 EXECUTION
3.1 SALVAGE, REUSE, RECYCLING AND PROCEDURES
A. Identify reuse, salvage, and recycling facilities: Refer to the City's website
for a list of local organizations and companies.
littL)s://www.elsegiiiido.org/Rovei-iiciit/dc ,rt�ile,,iitsfitiblic-workslti•ish-
rec, cog
B. Develop and implement procedures to reuse, salvage, and recycle new
construction and excavation materials, based on the Contract Documents,
the C&D Debris Waste Management Plan, estimated quantities of available
materials, and availability of recycling facilities. Procedures may include
on -site recycling, source separated recycling, and/or mixed debris recycling
efforts.
Identify materials that are feasible for salvage, determine
requirements for site storage, and transportation of materials to a
salvage facility.
2. Explore the possibility of reusing project job -site inert materials,
such as rock, concrete, dirt and aggregate, on -site for road base or
other similar uses.
Source separate new construction, excavation and demolition
materials including, but not limited to the following types:
a. Asphalt
b. Concrete, concrete block, slump stone (decorative concrete
block), and rocks.
C. Red Clay Brick
d. Soils
e. Other materials, as appropriate, such as wood and corrugated
cardboard.
4. Develop and implement a program to transport loads of mixed
(commingled) new construction materials that cannot be feasibly
source -separated to a mixed materials recycling facility.
5. Contractor may develop their own C&D Debris Management Plan
based on CALGreen requirements or use available City forms as
follows:
a. Form PW-A — Project Information
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Agreement No. 6685
b. Form PW-B — Pre -Project Worksheet
C. Form PW-B1 — Pre -Project Worksheet (This form is to be
completed only if you plan to use your own company -owned
bins/trucks for disposition of material.)
d. Form PW-C — Post -Project Summary
e. Form PW-D — Exemption Request — only use if it is
infeasible to comply with requirements.
3.2 DISPOSAL OPERATIONS AND WASTE HAULING
A. Legally transport and dispose of materials that cannot be delivered to a
source -separated or mixed recycling facility to a transfer station or disposal
facility that can legally accept the materials for the purpose of disposal.
B. Use a permitted waste hauler or Contractor's trucking services and
personnel. To confirm valid permitted status of waste haulers, visit the City
of El Segundo website:
lit"lev vrw.elsc L,u do.oi° / ,.c vcs iu citJde )arts rats/ t.ibl ic-works/t asil-
rec, cog
C. Become familiar with the conditions for acceptance of new construction,
excavation and demolition materials at recycling facilities, prior to
delivering materials.
D. Legally transport and deliver to facilities that can legally accept new
construction, excavation and demolition materials for purpose of re -use,
recycling, or composting.
E. Do not burn, bury or otherwise dispose of solid waste on the project job -site,
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Agreement No. 6685
3.3 REUSE AND DONATION OPTIONS
A. Implement a reuse program to the greatest extent feasible. Options for reuse
may include, but are not limited to:
Los Angeles County Materials Exchange (LACOMax) LACoMAX
is a free service provided by the Los Angeles County Department of
Public Works, Environmental Programs Division, designed to help
residents, businesses, and organizations in Los Angeles County find
markets for their industrial by-products, surplus materials, and other
would-be discards. All exchanges are coordinated between the
parties. The site can be accessed at
httta.1/www.1adnw or: adlla� .
2. California Materials Exchange (Ca1MAX) is a free service provided
by the State of California, Department of Resources Recycling and
Recovery (CalRecycle) that connects businesses, organizations,
manufacturers, schools, and individuals with online resources for
exchanging materials. The site can be accessed at
rww.calr cl . . rovlCaIMA.; .
3. Habitat for Humanity Restore resale outlets accept donated home
improvement goods like furniture, home accessories, building
materials and appliances. The materials are sold to the general
public. The proceeds help local Habitat affiliates fund the
construction of Habitat homes within their communities. Locations
of Restores can be found at: wwwliabitat.org/restores.
3.4 REVENUE
A. Revenues or other savings obtained from recycled, re -used, or
salvaged materials shall accrue to Contractor unless otherwise noted
in the Contract Documents.
- END SECTION —
III-A-11
Agreement No. 6685
5-0. WORK SCHEDULE
5-1. General Scheduling
Contractor shall be responsible for providing a workable construction schedule that
incorporates the following conditions:
1. The schedule for the work is subject to the approval of the Public Works
Department.
2. All work shall take place Monday through Friday between the hours of 7:00
am and 4:00 pm unless previously approved by the Public Works Director,
City Engineer, or Project Engineer for any other day of the week.
3. The Contractor shall coordinate all inspections and final sign -offs for
permits and the project with Public Works Department and inspection staff
as necessary.
4. Streets resurfaced earlier in the project shall be protected -in -place from
damage from the resurfacing of other streets later in the project. This should
be incorporated into the scheduling.
5-2. Slurry Seal Scheduling
The Contractor shall be responsible for providing a workable schedule for slurry
sealing the streets, and shall incorporate the following requirements:
1. Streets shall be slurry sealed on Monday through Friday unless otherwise
approved prior to slurry sealing.
2. Major streets shall be slurry sealed one-half at a time, divided by the
centerline.
3. Driveways to businesses open for business on the day for slurry seal shall have
access provided.
4. Scheduling of slurry seal shall be done to allow parking on adjacent
streets.
5. Contractor shall consider and account for parking restrictions and adjacent
streets when scheduling.
6. Scheduling of slurry seal application shall be such that residents and business
customers/employees shall have access routes to parking on nearby streets,
and parallel streets shall be slurry sealed every other street.
7. The street sweeping and waste hauling schedules shall be considered.
Contractor shall avoid construction conflicts on days when trash will be
collected or streets will be swept on project streets.
8. The Contractor must also coordinate with the US Post Office to ensure that
residents and or business mail will be delivered without interruption.
9. Slurry quantities scheduled per day shall be limited to what can be placed
between 7:00 am and 1:00 pm to allow enough time for the slurry to be cured
before being opened to traffic. No slurry seal installation on any street or alley
shall occur after 1:00 pm.
III-A-12
Agreement No. 6685
10. Slurry seal patching for all recently slurry sealed streets shall be done within one
week after being slurry sealed.
11. The schedule for slurry sealing is subject to City approval. Contractor shall
provide the slurry seal schedule and map at least two weeks before slurry seal
activities begin.
12. The contractor shall notify the City in writing of the proposed start date per the
Notification section shown above.
13. Scheduling by the contractor and any sub -contractors shall be done to avoid
traffic and parking conflicts.
14. Changes in scheduling shall be reported to City staff as soon as possible, and
the Contractor shall inform the affected neighborhoods by distributing new
written notices with the new schedule.
6-0. NOT USED
7-0. INSPECTION
Section 4-1.3 on page II-B-9 of these Specifications is supplemented by the following
additional requirements:
1. On all questions relating to quantities, the acceptability of material, or work, the
execution, progress or sequence of work, and the interpretation of specifications
or plans, the decision of the Engineer or City Inspector is final and binding, and
shall be precedent to any payment under the contract.
2. All work and materials are subject to inspection and approval of the Engineer or
City Inspector.
3. Legible copies of material/weight certification shall be turned over to the City
Inspector on a daily basis.
4. Inspection of the work shall not relieve the Contractor of the obligations to fulfill
all conditions of the contract.
All work shall conform to all applicable State, local, regional and Federal codes,
ordinances, and regulations as prescribed by the City.
1. The Contractor shall conform to the rules and regulations pertaining to safety
established by the California Division of Occupational Safety and Health of the
Industrial Relations Department (CAL -OSHA).
2. The CONTRACTOR shall place and maintain signs, cones, barricades, security
fences, and other safety devices as needed for the safety of and the general
public, City personnel, and the Contractor.
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Agreement No. 6685
9-0. USE OF PRIVATE PROPEL.`rY AN PPROTECTION OF EXISTING
IMPROVEMENTS
The use of any private property or utilities on private property by the Contractor is
prohibited. The prohibited uses include, but not limited to Contractor's use of water,
electricity or natural gas from the private property, and storage of material or
equipment, and turning around/parking of his vehicles on private property.
1. Existingpublic and/orprivate improvements, adjacent property, utility and
other facilities and trees and plants shall be protected from injury or
damage.
2. Any damage to the facilities, public, or private property that takes place
as a result of the contractor's work shall be repair or replaced to the
City's satisfaction by the contractor at no cost to the City.
3. Access to driveway shall be maintained at all times for residents.
10-0. STORAGE OF MATERIALS AND EQUIPMENT
1. No material or equipment shall be stored in public right-of-way.
2. The contractor shall be responsible for obtaining a site for storage of material and
equipment. The site shall not be within or adjoining the residential areas of the
City. Site shall be subject to approval by the City.
3. The sites for stockpiling and batching materials shall be clean and free from
objectionable material.
4. The City does not have nor does it guarantee any designated property within the
City for storage of materials.
5. If the Contractor finds a private property for storage of his materials, the
Contractor shall furnish the City a letter of approval and a letter of release (at the
end of the job and cleanup of the storage site) from the property owner for this
purpose.
11-0. DISPOSAL OF REMOVALS
There are no authorized dump facilities within the City of El Segundo. All removed
material shall become the property of the Contractor and shall be legally disposed
of by Contractor at the end of each work day away from the site of work.
12-0. PUBLIC WORKS ENCROACHMENT PERMITS
The Contractor will be required to apply and obtain applicable permits from the
Public Works. The Contractor's work shall adhere to the City standards and
applicable codes including the California Building Code, Plumbing Code, Electrical
Code, and Mechanical Code. The Contractor shall call the Inspector at least 24
III-A-14
Agreement No. 6685
hours in advance for inspections.
All noted deficiencies on permits shall be corrected by contractor. The project will
not be accepted as complete until contractor obtains a final sign -off for all permits.
13-0. CENTERLINE TIES AND BOUNDARY MARKERS
The Contractor is to verify if there are existing centerline ties or boundary markers
in the way of construction and submit such verification to City staff prior to
demolition/removal. If they cannot be protected in place, Contractor's state -licensed
surveyor is to re-establish them after construction and provide the City with the new
centerline tie information at no additional cost to the City.
Tie -Out and Re-establish Surve Montaments and Benchmarks:
In accordance with Section 8771 of the Business and Professional Code, the
Contractor will be required to hire a licensed land surveyor to tie out documentation
affected by the project prior to commencement of construction and require the land
surveyor to file corner records with the engineer; and re-establish and such
monuments or benchmarks damaged or destroyed during construction and file comer
records with the City of El Segundo Public Works Department after replacement.
14-0. NPDES COMPLIANCE
Nearby catch basin and storm drain openings must be protected with approved
NPDES BMPs (i.e. felt and sand bags) to ensure that there will be no spillage into
the City storm drain systems. Contractor shall comply with the latest version of the
Los Angeles Regional Water Quality Control Board (LA RWQCB) NPDES MS4
Permit for storm water and non -storm water discharges.
Contractor shall not discharge or permit to be discharged to any street, channel,
river, storm drain, or any appurtenances thereof, any non -rain water or other liquid
substance from the project or from operations pertaining to the project site, unless
the discharge is specifically listed as exempt or conditionally exempt in the most
current MS4 Permit issued by the Regional Water Quality Control Board, Los
Angeles Region.
Contractor shall implement all necessary Best Management Practices (BMPs) to
ensure that any conditionally exempt discharge meets all current requirements of
the LA RWQCB MS4 Permit.
City may prohibit or restrict any discharge if, in its sole discretion, the discharge is
polluting, unsafe, or causes a nuisance condition to be created.
Depending on the size of the project and/or construction activities of the project, the
Contractor may be required to comply with the State Water Resources Control
Board (SWRCB) Construction General Permit (Adopted Order 2009-0009-DWQ
and subsequent amendments). Contractor shall refer to the SWRCB Construction
General Permit for construction activities covered and be responsible for
III-A-15
Agreement No. 6685
15-0
implementing requirements if subject to the Construction General Permit.
TREE & TREE I :DOTS
Tree stump definition: the remaining portion of the tree trunk after a tree trunk has
been cut and the majority of the felled tree removed.
Tree root definition: the portion of a tree that grows out of a tree trunk and can
continue to grow above ground and/or underground, providing the tree with
nourishment and support. Tree roots can be any length or diameter. After a tree has
been cut down, tree roots continue to extend from the stump.
No tree shall be removed from public property without the approval of Recreation
and Parks Department and/or as identified in the project plans and specifications.
Asphalt pavement significantly damaged by tree roots shall be repaired prior to final
paving. The Contractor shall coordinate with City staff for Recreation and Parks
Department to assess, after asphalt or concrete surface removal, if tree root barrier
installation or full tree removal is necessary.
The Contractor shall be responsible for removing any remaining tree stump and roots
in the parkway, or tree roots in the pavement, as applicable to the project. Any
removal necessary for the construction of concrete or asphalt improvements shall be
completed before the replacement of the concrete or asphalt. At locations where tree
roots are encountered, the Contractor shall cut out tree roots to the full length and
width of the new work a minimum of two (2) feet below finish grade.
Where tree roots have damaged and uplifted the asphalt to be replaced per these
specifications, the contractor shall sawcut beyond the damaged area by a minimum
of 6 (six) inches in all applicable directions. Sawcuts shall be parallel or
perpendicular to existing curb face. Contractor shall cut all interfering tree roots, and
remove and repair the portions of damaged asphalt within the sawcut area.
The Contractor shall reconstruct all curb drainage outlets that fall within the limits
of their work. Cost of this work shall be included in the other items of work.
17-0. CIT't' MANHOLE COVERS METER BOXES AND PULL BOXES
The Contractor shall make adjustments City sewer and storm drain manholes, meter
boxes and pull boxes (within the work limits) to match new grade. The cost of this
work shall be included in the other items of work.
18-0. TRAFFIC CONTROL PUBLIC SAFETY, AND CONVENIENCE
Traffic control, construction signing, and traffic maintenance shall comply with the
provision of Sub -section 7-10 of the SSPWC "Greenbook" Standard Specifications
and the current requirements set forth in the California Manual on Uniform Traffic
III-A-16
Agreement No. 6685
Control Devices published by the Department of Transportation, State of California,
the Contractor's Traffic Control Plans and these Special Provisions.
19-0. TRASH PICKUP STREETSWEEPING, AND MAIL DELIVERIES
The Contractor shall coordinate with the City waste hauler and the City street sweeper
to avoid construction conflicts on days when trash will be collected or streets will be
swept on the project streets.
If applicable, the contractor must also coordinate with the US Post Office to ensure
that mail will be delivered without interruption. The notification to the US Post Office
shall be submitted to the City for approval before the notice is sent out.
20-0. COMPLETION
Upon completion of work at each site, the Contractor shall conduct careful inspection
with the City Inspector and shall correct all defective work to the satisfaction of the
Owner.
The Contractor shall coordinate all inspections and final sign -offs for Encroachment
Permits with City staff.
All scrap, litter and debris resulting from operations specified herein, shall be
removed and the premises left in a clean and satisfactory condition.
21-0. WARRANTY
The Contractor and/or manufacturer shall warrant all work performed under this
Contract for a minimum of one (1) years from the date of Owner's acceptance of
completed job. Any defects in materials or workmanship appearing during this period
shall be corrected without cost to the City.
- END OF SECTION -
III-A-17
Agreement No. 6685
SECTION IV — MEASUREMENT AND PAYMENT
1-0. BASE BID ITEMS
Proposed Bid prices shall be complete for each bid item. All bid items shall cover the
costs for all mobilization, construction, and demobilization activities required for
each item. Prior to construction, the Contractor shall verify all listed quantities and
bring any discrepancies to the City's attention.
The Contractor shall provide an itemized schedule of values for all lump sum bid
items.
1-1. Mobilization/Demobilization and Traffic Control. Base Bid Item 1
This item shall be billed on a percentage -completed basis of the lump sum price
named in the Bid Schedule. The bid price shall constitute full compensation for
furnishing all labor, equipment, tools, materials, and incidentals to complete the
work. The scope of work included under Bid Item 1 shall include the items listed
under Mobilization and Traffic Control described in these specifications.
All traffic warning signs shall be illuminated or reflectorized when they are used
during hours of darkness. All cones, pylons, barricades, or posts used in the diversion
of traffic shall be provided with flashers or other satisfactory illumination if in place
during hours of darkness. Uneven pavement surfaces shall be temporarily ramped per
accepted standards until surfaces are brought to final grade.
Base Bid Item 1 can be charged 100%
entirely complete, all project areas have
removed, and all traffic
complete when project demobilization is
been cleaned, all project debris has been
1-2. Two-inch deep as halt repairs Base Bid. Item 2
This item shall be billed on a units -completed basis at the contract unit price per unit
named in the Bid Schedule. Payment for this item shall include full compensation for
2-inch- deep street patching per Section V. The Contractor is advised to inspect the
site to see where areas shall be removed and replaced. No additional compensation
for asphalt repair will be allowed to the Contractor due to his failure to examine the
number and size of the asphalt repair areas. No separate payment will be made for
removal, base, asphalt, sawcutting, and other related items. No additional
compensation shall be allowed for extra asphalt repair work unless previous
authorization is received by the Contractor from the City Engineer. The Contractor
shall sweep the roadway clean around the area before commencing any repair work.
1-3. hiny Seal Type 11 a lication Base Bid item 3'
This item shall be billed on a units -completed basis at the contract unit price per unit
named in the Bid Schedule. Payment for this bid item shall include full compensation
IV-A-1
Agreement No. 6685
for street preparation per these specifications; furnishing emulsion with accelerator
or retardant, and water; street sweeping; and all other slurry seal application
activities. Applicable workdays shall be Monday through Friday from 7 am to 4 pm.
Payment shall include cost of Contractor staff staying behind to open the streets after
4 pm if necessary. Payment shall also include the cost for mobilization activities
including notifications, for sweeping of areas as necessary before and after slurry
placement, and for checking, recording, and reporting the applied emulsion quantities
to the City daily. Surfaces to be slurry sealed on the streets shown in Exhibit D of the
Appendices shall include all asphalt areas on the street and any asphalt berm surfaces
if applicable.
1-4. On slurry seal streets remove and re lace striping, avernentaarlin s and
pavement markers Base Bid Item 4
This item shall be billed on a percentage -completed basis of the lump sum price
named in the Bid Schedule. Payment for this item shall include full compensation for
providing City staff with a schedule of values and a striping/marking/marker
inventory prior to sandblasting or mechanical removal of those items before slurry
seal occurs. The inventory shall include both the existing and missing locations of
traffic pavement reflectors and fire hydrant blue pavement reflectors.
Payment shall include compensation for furnishing all labor, equipment, tools,
materials and incidentals needed to remove any conflicting striping, replace striping,
markings, and pavement markers to approved standards and their original positions.
Bid price and payment shall also include the cost of touching up any limit line, STOP
marker, or other striping on unsurfaced streets at an intersection where one direction
has been resurfaced.
1-5. Cold mill 2a" eistin as halt concrete avement Base Bid Item
This item shall be billed on a units -completed basis at the contract unit price per unit
named in the Bid Schedule, which price shall constitute full compensation for
furnishing all labor, equipment, tools, materials and incidentals needed for doing all
work for the removal of existing asphalt concrete, including coldplaning, dust
control, street sweeping, removal, and disposal of asphalt material. The unit price
shall also include removal of vegetation as necessary at the curb line in order to
accommodate milling and paving equipment. Vegetation removal shall be conducted
using only sharp gardening tools such as hedge trimmers.
1-6, Overly' as halt concrete avement Base Bid Item 6
This item shall be billed for on a units -completed basis at the contract unit price per
unit named in the Bid Schedule, for furnishing all labor, equipment, tools, materials
and incidentals needed for installation of C2 PG-64-10 asphalt hot mix including
tack coat. Included in the bid price are allowances for pavement replacement for
items where it is incidental to. No extra compensation will be made should
additional paving need to be done due to Contractor's operations. The contract unit
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Agreement No. 6685
price shall include full compensation for establishing proper flowlines, compaction,
joining to existing pavement, and finishing activities.
1-7. Ad`ust sewer and storm drain rxamlYole covers t' final reds Basc Bid ltcs 7'
This item shall be billed for on a units -completed basis at the contract unit price per
unit named in the Bid Schedule, and shall constitute full compensation for
furnishing all labor, equipment, tools, materials and incidentals for adjustment of
manholes. Note: contractor shall coordinate with other utility agencies for grade
adjustment of any manhole covers other than sewer or storm drain manhole covers.
1-8. Adjust t water valve covers to final grade Base Bid Item 8
This item shall be billed for on a units -completed basis at the contract unit price per
unit named in the Bid Schedule, which price shall constitute full compensation for
furnishing all labor, equipment, tools, materials and incidentals for adjustment of
valve covers. Note: contractor shall coordinate with other utility agencies for grade
adjustment of any valve or vault covers other than water valve covers.
1-9. On overla streets re lace stri in marlcin s and markti rs Base Bid. Item 9'
This item shall be billed on a percentage -completed basis of the lump sum price
named in the Bid Schedule. Payment for this item shall include full compensation
for providing City staff with a schedule of values and a striping/marking/marker
inventory prior to coldmilling. The inventory shall include both the existing and
missing locations of traffic pavement reflectors and fire hydrant blue pavement
reflectors.
Payment shall include compensation for furnishing all labor, equipment, tools,
materials and incidentals needed to remove any conflicting striping, replace
striping, markings, and pavement markers to approved standards and their original
positions. Bid price and payment shall also include the cost of touching up any limit
line, STOP marker, or other striping on unsurfaced streets at an intersection where
one direction has been resurfaced.
1-10. Asphaitfiall de tli removal and re laceiment Base Bid Item 10
This item shall be billed on a units -completed basis at the contract unit price per
unit named in the Bid Schedule, which price shall constitute full compensation for
furnishing all labor, equipment, tools, materials and incidentals needed for doing all
work for full depth (12 inches deep) removal and replacement of existing asphalt,
including sawcutting, asphalt removal, installation of base, PG 64-10 tack coat,
installation of C2 PG 64-10 hot mix asphalt, dust control and other related items.
The Contractor is advised to inspect the site to see where areas shall be removed
and replaced.
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Agreement No. 6685
1-11. As halt Ball de tla removal and re lacement 13ase Ilid lte l l
Payment for this item shall be made on a percentage -completed basis of the lump
sum price named in the Bid Schedule. The bid price shall constitute full
compensation for furnishing all labor, equipment, tools, materials, and incidentals
to complete the work, with the exception of water utility cover adjustment, which is
compensated under another bid item.
1-12. As halt full de th removal and re lacement Base Bid Item
Payment for this item shall be made on a percentage -completed basis of the lump
sum price named in the Bid Schedule. The bid price shall constitute full
compensation for furnishing all labor, equipment, tools, materials, and incidentals
to complete the work, with the exception of 1) full street width slurry seal and 2)
sewer and storm drain manhole cover adjustment, and 3) water utility cover
adjustment, which are compensated under other bid items.
2-0. ALTERNATIVE BID ITEMS
2-1. Additional cost to UDgrade crosswalks to ladder -style crosswalks Alt. Bid Item 13
This item shall be billed on a units -completed basis at the contract unit price per unit
named in the Bid Schedule, to upgrade thermoplastic yellow two -stripe style
crosswalks to thermoplastic ladder -style crosswalks. Bid price shall include full
compensation for furnishing all mobilizations, labor, equipment, tools, materials and
incidentals needed to perform this work.
3-0. PAYMENT OF CHANGE ORDER ITEMS
Payment of any change order item shall only occur if the item is added to the project
scope through both a change order agreement and, if necessary, an amendment
agreement. Contractor shall check with the City Inspector prior to proceeding with
any potential change order work. A written Request for Information shall be provided
to the City regarding potential change order work. Additional project work of exactly
the same type and scope mentioned under the sections listed above shall apply the
bid unit price used by the bidder. Costs for work not similar in type and scope to
those listed in the sections above shall be agreed upon by the Contractor and City
through a change order agreement. Backup documentation to support change order
costs and calculations shall be submitted with each change order.
Per Section II-3-4, the Contractor shall inform City inspector of any changed
conditions. The City Inspector and the Contractor together shall then record the date
the changed conditions were found, the nature of the changes, the measurements
taken, the time period for any additional labor, and the number and labor
classification of those laborers. This information may be required for determining
costs.
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Any additional work similar in scope as described above and approved as project's
change order shall be calculated at the Contractor's unit bid cost.
Both agreements shall be completed by the Contractor and the City and the original
purchase order updated prior to payments occurring for the change order items.
4-0. PROGRESS PAYMENTS
Lump sum items shall be billed on a percentage completed basis. Unit -based items
shall be billed on a units -completed basis. The City reserves the right to request a
schedule of values to be submitted by the contractor for any or all bid items in order
to determine payment for work completed.
Five percent (5%) shall be deducted from each progress payment and retained by City
until punch lists are complete, the Notice of Completion has been recorded by the
County, and all permits are signed off by the appropriate City representative. The
remainder less the amount of all previous payments will be paid to the Contractor.
Payment of all, or any part, of an estimate in writing may be withheld on account of
any of the following: Defective work not remedied; Third -party claims against
Contractor or City arising from the acts or omissions of Contractor or subcontractors;
Stop Notices; Failure of Contractor to make timely payments due to subcontractors
for material or labor; Damage to the City or others for which Contractor is
responsible; Failure of Contractor to provide backup documentation for estimates;
Failure of Contractor to submit schedules or their updates as required by the Contract
Documents; Liquidated damages assessed; Any other failure of Contractor to perform
its obligations under the Contract Documents.
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Agreement No. 6685
SECTION V — TECHNICAL SPECIFICATIONS
1-0. GRINDING AND OVERLAY ACTIVITIES
1-1. COLD MILLING
Prior to cold milling, the Contractor shall provide City staff with a detailed schedule
of values for Bid Item 9, an inventory of striping/marking/markers to be replaced,
and an inventory of centerline ties and boundary/survey markers which will be
replaced after paving. The striping/marking/marker inventory shall include both the
existing and missing locations of traffic pavement reflectors and fire hydrant blue
pavement reflectors.
In accordance with Section 302-5.2, cold milling from gutter or pavement edge to a
depth of 2 inches is required, only on the portions shown on the street to be cold
milled. The final cut shall result in a uniform surface conforming to the typical cross
section. It is the Contractor responsibility to remove all the thermoplastic pavement
markings prior to the cold milling operation.
Asphalt to be discarded shall be removed from the project site and properly disposed
of the same day. The Contractor shall take care that areas shall be sufficiently watered
down during demolition as well as construction for dust control. Spillage resulting
from material hauling operations along or across any public traveled way shall be
removed immediately by the Contractor at no expense to the City.
After cold milling, the Contractor is required at all transverse joints, manholes, and
all parallel or peiprzdieular asphalt areas of uneven elevations caused by the cold milling
to immediately taper a minimum of three (Y) feet from the edges with cold mix
asphalt concrete until the areas can be permanently filled with hot mix. Temporary
ramping, where required by the inspector or City staff for traffic control or other
purposes, shall be considered included in the price bid for "Mobilization and Traffic
Control", and no additional compensation will be allowed. Traffic control devices
shall be used to mark the length of uneven surfaces at regular intervals until the areas
are paved.
Asphalt shall be installed the same week that cold milling occurs on the same street,
unless there is a rain delay. The contractor shall ensure that a second asphalt company
can provide the asphalt materials should there be any reason the primary supplier
cannot deliver the materials. If the contractor cannot guarantee that asphalt paving
will occur on a street within the required time frame, no cold milling will be allowed
to take place on that street until it can be scheduled as described. City streets are not
to be left unpaved for more than three working days.
Contractor shall be required to provide documentation that the asphalt material
collected from the grinding process is recycled and diverted from the landfill. This
documentation may be in the form of weight slips from a known recycling facility or
a verifiable letter from the end -user. Any documentation submitted must contain
accurate quantities in either tons or cubic yards. Failure to provide such
documentation may be grounds to withhold final payment.
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Contractor's attention is directed to the condition that if the presence of pavement
fabric, petromat, rubberized material or steel reinforcement within the depth to be
cold -milled is encountered, Contractor shall inform the inspector or City staff
immediately. Pavement fabric, petromat, rubberized material, or steel reinforcement
shall be completely removed and disposed of appropriately.
At all locations where an overlay pavement is joining or overlaying existing asphalt
pavement, the Contractor shall cold mill existing pavement to provide straight neat
lines and feather the new pavement to form a smooth transition with the existing
pavement. This condition is particularly required as locations where the project joins
the existing pavement. The Contractor will also be required to match the existing
pavement elevations. The final cap transition between the streets must be smooth and
neat in appearance, including the radius points.
The Contractor shall thoroughly inspect the work site in advance of the cold milling
operations to minimize the risk of striking any metal roadway improvements such as
sewer, communications, storm drain manhole covers, water and gas valve covers
since these utilities were not marked on plans provided in these specifications.
Care shall be exercised not to damage adjacent concrete curbs or gutters. Curb or
gutter damaged due to cold milling work shall be replaced as approved by the
inspector or City staff at the Contractor's expense. The contractor shall restore any
existing area drainage when replacing curb.
Residue from grinding shall not be permitted to flow or travel into gutters, onto
adjacent street surfaces or parkways. All residues shall be completely removed by
street and manual sweeping and properly disposed. No washing of residue into
drainage structures will be allowed. All catch basins and curb inlets shall be covered,
utilizing the best management practice (BMP) which most appropriately fits the
situation, and as approved by the City Engineer. The Contractor shall also make every
effort to control all dust created by his operations by utilizing the Best Management
Practice approved by the State Water Resource Control Board.
1-2. ASPHALT CONCRETE OVERLAY
Work to be performed under this item shall conform to Section 300 of the Standard
Specifications and these Special Provisions. Asphalt concrete hot mix, C2-PG 64-10,
shall conform to applicable Subsection 203 of the provisions of Section 200 of the
Standard Specification and these Special Provisions. The viscosity grade of paving
asphalt shall be PG 64-10. Tack coat shall be PG 64-10.
This work shall consist of furnishing, spreading and compacting a minimum 2" thick
asphalt concrete pavement surface course. This work shall also consists of applying
paint binder (tack coat) to the existing pavement surface and vertical surfaces to be
joined. Joining existing pavement shall be done to the satisfaction of the City
Inspector. The Contractor shall confirm that street surfaces and hot mix asphalt are at
optimal temperature prior to paving, to facilitate a successful product.
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Agreement No. 6685
The finished edge of the new pavement at gutter plate shall be no less than 1/4" and
no greater than 3/8" above the existing gutter plate.
Where new paving joins existing paving, Contractor shall grind down the existing
surfaces twelve (12) inches back from the joint line so there will be sufficient depth
to provide a minimum of one (1) inch of asphalt concrete. Join line shall be straight
and edges vertical.
Contractor shall be responsible for verification of grades prior to installation of
asphalt hot mix paving. Contractor shall guarantee positive drainage in all areas. All
areas which retain standing water will be corrected as directed and approved by the
City at no expense to the City.
All properly established sheet flow & flow line slopes and grades shall remain the
same after paving as before unless an existing ponding problem is noticed and
brought to the inspector or City staff s attention prior to cold milling. After paving
has been installed and compacted, Contractor shall spray water over the entire paved
area and correct any areas where water collects and does not drain away.
The contractor will ensure that the asphalt is ready before allowing traffic through
newly paved areas.
Subsection 203-6 of the Standard Specifications is supplemented by the following:
Asphalt concrete proposed for use on the project, when tested in accordance with
Test Method California No. 360 (Method A), shall show a surface abrasion loss not
exceeding 15 grams.
Subsection 302-5.5, "Distribution and Spreading," of the Standard Specifications is
supplemented and amended by the following:
Spreading: With approval of the Engineer, the Contractor may be allowed to deposit
the asphalt concrete material from bottom dump trucks into a uniformly sized
window to pick up the material and convey it into the paving machine by an elevating
device (CoCal, Clark Co., or equal). Such paving procedures will be limited to long
straight runs. Turn pockets, side street intersections, etc., shall be paved by depositing
asphalt concrete material from delivery trucks directly into the paving machine
hopper.
If approval for the bottom dump operations is given, the Contractor shall furnish a rubber
tire skip loader for distribution of any misplaced material.
Mechanical Spreading Machine: The spreading machine described in Paragraph 6
shall be a crawler equipped (track laying) type, self-propelled spreading machine
except on steep grades or on areas of unstable subgrade. It must be 17 feet wide.
A fully automatic screed will be required for this project. The fully automatic creed
shall be a sled, 30 feet in length, on the side of the machine that will receive the next
mat of material. A joint maker, ski, etc., placed on the side of the machine to ride on
the existing or previously constructed surface or mat of asphalt concrete material may
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Agreement No. 6685
be required by the Engineer or his designee.
Rolling operations shall comply with Section 302-5.6.
If areas adjacent to speed bumps, dips, and cross gutters or any other asphalt surface
are significantly changed after paving so as to impede or otherwise negatively affect
driving or drainage conditions, those areas shall be corrected by the contractor at
no additional cost to the City. Methods of correcting these areas shall be approved by
the City Public Works Department prior to their implementation.
Contractor shall provide the Public Works Department with a complete set of asphalt
tickets for each day of paving.
1-3. MANHOLE, VAULT COVER, AND VALVE COVER ADJUSTMENT
Contractor shall complete all City -owned manhole, vault cover, and valve cover
frame and cover set adjustments to the new finished grades in accordance with
Section 301-1.6 of the Standard Specifications. Buried manholes, vault covers, and
valve covers shall be located with metal detectors prior to grinding, and the
appropriate agencies informed by the Contractor's superintendent.
The Contractor shall coordinate with all applicable utility companies prior to grinding
and paving activities for the possibility of adjusting manhole, vault, and valve covers
during paving activities. The remaining utility companies shall be notified of the
Contractor's schedule by the Contractor's superintendent in order to allow for raising
of their manhole covers, vault covers, and valve covers immediately after paving is
completed.
The Contractor shall coordinate with the West Basin Municipal Water District
(WBMWD) regarding their utility adjustments, prior to beginning any work. Their
contact is:
Sergio Nunez — Operations Technician
sergion@westbasin.org
Office: 310-660-6261
Cell: 424-531-5578
1-3.1 Ad"ustin ofCi Sewer and Storm Dram Manholes to Grade
In areas where the existing pavement is to be capped with an asphalt overlay, and
where the manhole structure meets the following criteria: -
• The manholes are either flush with the existing pavement, or
• The manholes project less than two inches above the A.C. surface prior to
capping.
These manholes shall be paved over and later adjusted to grade as specified herein.
Before replacing frames and covers, the Contractor shall clean the frames and covers
of residual debris from new and old pavement or surface treatments.
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Agreement No. 6685
Asphalt concrete used for paving around manhole shall be Type C2-PG 64-10 (1/2"
sieve size) with 5.6 percent binder.
The Contractor shall be responsible for furnishing, placing, and maintaining
barricades or other traffic control as necessary to protect the public from any danger
due to the work being done.
1-3.2 Adjusting of County Sanitation District Manhole Covers to Grade
When applicable that County Sanitation Districts (CSD) manhole covers must be
adjusted to new grade because of re -grading and/or resurfacing over the manholes, the
work will be done by CSD in conjunction with the Contractor responsible for the re-
grading and/or resurfacing work pursuant to the following procedures:
1) The Contractor shall notify CSD's superintendent of Maintenance at (310) 638-
1161 a minimum of three (3) working days prior to the start of any work
involving CSD manhole covers.
2) If grade over manhole cover is to be lowered:
a. The Contractor shall furnish and deliver a temporary steel plate of adequate
thickness and size approved by CSD for the manhole.
b. The Contractor shall excavate around the manhole to a depth and distance
outside of the manhole as required for CSD to remove the manhole frame and
cover.
c. CSD will remove the manhole frame and cover and the interfering portion of
the manhole shaft and place the cover plate over the manhole.
d. The Contractor shall store and protect the frame and cover and fill and/or pave
over the cover plate to final grade.
e. The Contractor shall remove the pavement and/or fill as required for CSD to
raise the manhole cover to final grade. Pavement and/or fill shall be removed
to a minimum depth of not less than 6 inches below final grade and 12 inches
around the manhole if the cover plate is more than 6 inches below final grade.
f. CSD will raise the manhole cover and set the frame and cover to fmal grade.
g. The Contractor shall backfill and compact and complete the pavement around
the manhole cover.
3) If grade over manhole cover is to be raised:
a. The Contractor shall fill and/or pave directly over the manhole frame and
cover to final grade.
b. Repeat steps e. through g. of Item 2 above except when grade is to be raised
more than 2 feet. In such case, the Contractor shall excavate around the
manhole to a depth and distance as determined by and required by CSD to
remove and reconstruct the manhole shaft with the required taper.
The Contractor shall be responsible for furnishing, placing, and maintaining barricades
and lights, and installing temporary asphalt ramping as necessary to protect the public
from danger due to the work being performed.
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Agreement No. 6685
1-3.3 diusting of City Water Valve Covers to Grade
This item shall specifically include adjusting of water valve covers to the grade after
completion of the overlay or reconstruction, in accordance with Subsection 301-1.6
"Adjustments of the Manhole Frame and Cover Sets to Grade," and 302-5.8, "Manholes
(and other Structures)," of the SSPWC, except as modified supplemented herein.
* The term "Valve Cover" shall be interpreted as including the sleeve, frame and
cover set for City water valves.
w City -owned valve covers shall be adjusted to grade in a similar manner to
manholes.
After the pavement has been completed, the necessary portions of the pavement
and base shall be neatly removed, and the valve cover shall be adjusted to the
new finished grade as specified in Subsection 302-5.8 of the SSPWC.
2-0. TYPE II SLURRY SEAL RESURFACING ACTIVITIES
Prior to mechanical removal of street striping, the Contractor shall provide City staff
with a detailed schedule of values for Bid Item 4, an inventory of
striping/marking/markers to be replaced, and an inventory of centerline ties and
boundary/survey markers which will be protected in place and uncovered after slurry
sealing or replaced if missing. The striping/marking/marker inventory shall include both
the existing and missing locations of traffic pavement reflectors and fire hydrant blue
pavement reflectors.
2-1. GENERAL SCOPE OF SLURRY SEAL WORK
The slurry seal work to be done for selected streets and alleys, includes but is not limited
to:
A. Surface preparation
1. Weed treatment, clearing, and grubbing
2. Crack sealing
3. Asphalt repairs
4. Removal of reflective markers and striping
5. Street surface cleaning
6. Protecting existing manhole and valve covers in place.
B. Slurry sealing
C. Temporary striping
D. Slurry seal patching
E. Permanent striping
F. Street sweeping as necessary throughout and after slurry seal installation
2-2. MATERIALS
Section 302-4 of the Standard Specifications is supplemented by the following:
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Agreement No. 6685
2-2.1. Mix,
A. At least seven (7) working days before slurry seal placement commences, the
Contractor shall submit to the Engineer for approval a laboratory report of tests
and proposed mix design covering the specific materials to be used on the project.
B. The slurry mix design shall be Type I-CQS-lh.
C. The laboratory report shall be signed by the laboratory that performed the tests and
mix design. The report shall show the results of the tests on individual materials,
comparing the test results to those required by the specifications. The report shall
clearly show the proportions of aggregate, filler (as determined from the tests,
minimum and maximum), water (minimum and maximum), asphalt solids content
based on the dry weight of aggregate and set -control agent usage. Previous
laboratory reports covering the same materials may be accepted provided they are
made during the same calendar year.
2-2.2. Emulsified Asphalt
Emulsified asphalt shall be Cationic Quickset (CQS-lh), Type I.
2-2.3. A,g;regat
Aggregate shall consist of sound, durable, crushed stone or crushed gravel approved
mineral filler. The material shall be free from vegetable matter and other deleterious
substances. Aggregates shall be 100% crushed material conforming to 200-1.1, 200-
1.2 and 203-5.3.
2-2.4. Water
Water will be supplied to Contractor from fire hydrants as specified on Page II-A-1 of
these specifications.
The Contractor shall contact Water Division for rates for the following:
i. 1 st meter set-up
ii. 3" Temporary Meter Refundable Deposit
iii. For each meter move
iv. Readiness to Serve 3"
2-3. APPLICATION
Section 302-4 of the Standard Specifications is supplemented by the following:
2-3.1 PrepaTation
A. Traffic Control plans for all project areas, if awarded, must be submitted to the
Engineer at least three weeks prior to starting construction.
B. Changeable message boards shall be used in each direction of Main Street to warn
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Agreement No. 6685
traffic and residents at least two weeks before the slurry seal activities begin. The
signs shall announce "Road Construction from [beginning date] to [ending date]"
or a similar message.
The Contractor shall notify the residents or businesses in an area scheduled for
slurry seal. Notices shall be furnished by the contractor and shall be distributed at
least a week in advance of the slurry seal beginning at that location.
Notices to Residents regarding the slurry seal shall inform them of the possible
effects of driving on the slurry seal and onto their properties before the slurry seal
is dry. Notices shall not be put into mailboxes. Notices shall be attached to
doorknobs or doors of properties and every resident and business shall each receive
one (1) notice. For example, if a single property has multiple residential units, or
businesses, each residential unit and business shall be served with the notice.
Seventy-two (72) hours prior to work in an area, the contractor shall also post all
streets with temporary "No Parking - Tow Away" signs at 75-foot staggered
intervals. These signs shall also state the day of the week and hours of no parking.
C. The contractor shall remove all vegetation and any raised pavement markers within
the area to be sealed. Immediately before the application of slurry, the pavement
surfaces shall be cleaned by Contractor. All vegetation shall be sprayed with a weed
killer by the Contractor. The weed killer shall contain a colored dye and be sprayed
at least seven days prior to the slurrying of streets. If the weeds are not entirely
brown and dead two days before the street's scheduled slurry seal application, than
the street shall be sprayed again and rescheduled for slurry seal application on
another day.
D. Prior to application of slurry seal, cracks '/4" or wider on project streets shall be
routed clean and free from all dirt, debris, and vegetation by mechanical means. All
routed material, vegetation, and foreign debris shall be blown and/or removed from
the cracks. All cracks shall be free from moisture and shall be sprayed with weed
killer. Cracks shall then be filled using Crafco materials or approved equal.
The routed and cleaned cracks shall be filled with the specified sealant from the
bottom up to the surface in such a manner that does not result in sealant bridging or
entrapped air pockets. With larger cracks, settlement and temperature shrinkage
may occur, and will be treated with a second application to bring the material up to
the surface. Immediately after material installation, the material shall be squeegeed
as level as possible. Poorly squeegeed material and crack filled material that
separates from the crack shall be rejected. Because of the nature of the material,
there may be a variance above or below the pavement level.
A power sweeper shall be used on a daily basis if necessary to sweep up all excess
material and debris created by the routing and blowing process. The Contractor
shall prevent the crack seal materials from being deposited on all existing facilities
and/or improvements and shall remove any splattering or spillage.
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Agreement No. 6685
Any damage to the uncured crack seal materials shall be the responsibility of the
Contractor. The Contractor shall have a sufficient number of men on the job at all
times to properly protect the freshly laid material and to correct any irregularities
resulting from spillage, unsatisfactory materials, or any other inconsistency as the
work progresses. All discrepancies encountered in the application of crack seal
materials shall be immediately corrected to the satisfaction of the Engineer.
E. A power sweeper shall be used multiple times on a daily basis to sweep up all excess
material and debris created by the routing and blowing process. The Contractor
shall prevent the crack seal materials from being deposited on all existing facilities
and/or improvements and shall remove any splattering or spillage.
F. Completely clean the street surface to be slurry sealed of all loose material, grease
and oil spots, silt spots, vegetation and other objectionable material that would
prevent the slurry seal from adhering to it. Should slurry seal fail to adhere to it, the
area will have to be re -done or patched at no further cost to the City.
G. All City manholes, utility covers and valve box covers within the area to be sealed
shall first be protected by tar paper covers, or oiled and cleaned to the satisfaction
of the City Inspector after final application of the slurry seal. All concrete surfaces
to be joined by the slurry seal with exception of parallel curb and gutter shall be
covered with tar paper or other City -approved material
H. Raised SmartCovers on top of sewer manholes shall be adequately protected in
place. Any damaged or missing SmartCovers shall be replaced with new
SmartCovers at no additional cost to the City, and to the satisfaction of the City's
Wastewater Division Representative.
I. The sites for stock piling and batching materials shall be clean and free from
objectionable material. Arrangements for these sites shall be the responsibility of
the Contractor. No equipment or vehicles shall be left on City streets overnight.
Best Management Practices shall be followed when stockpiling to ensure that no
foreign material will enter the storm drain system as a result of construction.
J. The Contractor shall mark the curb with chalk (not paint) adjacent to each water
valve cover prior to slurry seal application. All utility manholes and valves must be
temporarily covered. Immediately after slurry seal operations, the Contractor shall
loosen and clean all City utility covers so that they are visible for access, and loosen
and clean all valve box covers.
K. Slurry seal areas under trees or otherwise shaded shall be confirmed by the
Contractor to be drive -able before the area is opened to traffic. The area shall remain
closed using traffic control devices until it is ready. Only the Contractor's personnel
shall open any streets to the public after they have been paved or slurry sealed.
These Contractor staff members shall be prepared to remain past the 4:00 pm end -
of -construction time to remove any barricades when the streets are ready.
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Agreement No. 6685
2-4. WEATHER LIMITATIONS
The slurry seal mixture shall not be applied if there is a chance of rain before it can be
cured properly. Street surfaces must be dry at least 3 days prior to slurry seal application.
2-5. SPREADING
In restricted areas where hand spreading is necessary, the slurry mixture shall be poured
into a small window along one edge of the surface to be covered. The mixture then shall
be spread uniformly by a hand squeegee.
2-6. JOINTS
A. In places where adjoining streets are not to be slurried, the beginning and end of
slurry shall be straight -edged with 15 lb. asphalt felt at curb line of the adjoining
streets to give a neat finished edge.
B. No excessive build-up or unsightly appearance shall be permitted on longitudinal
or transverse joints.
2-7. CORRECTIVE WORK
Slurry sealed areas which have been improperly prepared, are not uniform in color, have
been improperly sealed, or have failed for any other reason prior to final acceptance shall
be removed and redone at Contractor's expense to the satisfaction of the Engineer. Slurry
seal deposited on other than asphalt concrete surfaces shall be cleaned to the satisfaction
of the City.
2-8. WEIGHT TICKETS
Weight tickets of the dry aggregate used shall be given to the Public Works Inspector
daily.
3-0. STRIPING, PAVEMENT MARKINGS, REFLECTIVE MARKERS, LOOP
DETECTORS
3-1. STRIPING, MARKINGS, AND REFLECTIVE PAVEMENT MARKERS
On slurry seal streets existing striping and pavement markings should be sandblasted off
or otherwise mechanically removed prior to slurry sealing. On overlay streets, grinding
shall remove all existing striping and pavement markings on the asphalt. Striping on
concrete gutters or spandrels shall be mechanically removed if they conflict with new
striping. Raised reflective pavement markers shall be removed, their locations noted, and
shall be replaced after slurry sealing or paving. Any damaged or missing markers shall
be replaced with new matching markers at no additional cost to the City.
Replacement permanent striping shall be thermoplastic. Any striping and pavement
markers removed or damaged or to be re-striped/touched- up during construction shall be
replaced in kind or better. The Contractor prior to start of work shall make an accurate
inventory of existing lane striping, crosswalks, and pavement markings, including blue
V-A-15
Agreement No. 6685
fire hydrant markers (existing and missing).
Existing striping that does not fit MUTCD standards could be aerial survey or city
boundary markers and shall be brought to the Inspector's attention prior to any removal.
3-1.1. Temporary Striping,
Contractor shall furnish and install traffic delineation and markings using paint "Cat
Tracking", temporary marking tape, removable reflective tabs, or other approved media.
Contractor shall place temporary striping after the base course of asphalt pavement or
the slurry seal resurfacing has been completed, in the same configuration as the existing
permanent striping so that traffic can be returned to normal patterns. This striping shall
be considered temporary and is the Contractor's responsibility to place and maintain.
Temporary striping on grinded streets shall be placed on the same working day as existing
stripes and legends are lost, including but not limited to bicycle lanes, stop bars, lane lines,
parking tees, to match pre-existing markings.
After overlay or slurry seal resurfacing, the Contractor shall place temporary dribble lines
within 24 hours. The application of slurry tabs are required for all lane line and stop bar
locations. There must be (one) slurry tab at each skip line and a minimum of (four) slurry
tabs per each stop bar. The slurry tabs on the skip lines and stop bars must be white with
no slurry seal/tack coat/asphalt on the tab. The Contractor shall install and maintain
temporary lane lines using 4" tabs until permanent striping is installed.
3-1.2. Permanent Stri in
Contractor shall place permanent striping between seven (7) and fourteen (14) calendar
days after resurfacing. Permanent striping shall be thermoplastic.
At the preconstruction conference, the Contractor shall submit to the City an inventory
of existing striping, pavement markings, and reflectorized and raised pavement markers
in the project area. The Contractor shall replace all existing street striping, including
centerlines, lane lines, left turn pockets, stop bars, legends, crosswalks, parking stall
striping to match existing, unless otherwise stated in these specifications. Upon approval
of the inventory, the Contractor shall reinstall striping, pavement markings, and
reflectorized pavement markers in accordance with the approved plan. Any striping and
pavement markers removed or damaged during construction shall be replaced in kind or
better. Contractor shall use thermoplastic for the re -installation of all project striping and
pavement markings.
Application of Thermoplastic, Thermoplastic Pavement Markings, words, arrows,
crosswalks and limit lines, shall be in accordance with Caltrans Standard Plan Nos.
A24A through A24E, unless otherwise noted. All work and materials shall conform to
the requirements of the Caltrans Standard Specifications, latest Edition, and the latest
edition of the Caltrans Traffic Manual.
The Contractor is required to complete permanent traffic striping within five (5) to
fourteen (14) calendar days after final paving or slurry sealing has been completed.
V-A-16
Agreement No. 6685
Reflective slurry tabs should be completely removed and properly discarded once
striping has been installed.
Markings, such as stop bars and legends, speed limit markings, and symbols that are
partially covered or obliterated shall be brought to the City Inspector's attention prior to
re -installation of new striping. Markings and striping on adjacent streets that may need to
be touched up after paving; for example, crosswalks that are partially in the paving area,
shall also be brought to the City Inspector's attention prior to striping in that area.
3-1.3. Touch- u Painted Striping
At intersections where limit line and STOP markings will be permanently re -striped in
thermoplastic, any existing limit line and STOP markings on a non -resurfaced street, if
applicable, shall be refreshed with white reflective paint. All intersection directions
should have new striping or refreshed striping as a result. The exception will be Main
Street striping beyond the newly -resurfaced areas, which will remain as is, unless
otherwise requested by City staff.
3-2. LOOP DETECTOR REPLACEMENT
After lane lines are temporarily established, traffic loop locations shall be marked.
Loops shall be installed on the same day in which the loop slots are later cut. This
shall include placement of the loop conductors and slot sealant. Detector loop
locations shall be inventoried and documented by the contractor prior to paving,
approved by the County of Los Angeles Department of Public Works, or designated
representative, in the field at least a week prior to installation.
4-0. SURFACE RESTORATION
The Contractor shall coordinate with the Street Maintenance Supervisor to resolve any
areas where existing ponding occurs on street surfaces prior to slurry sealing or paving.
Beto Moreno can be contacted at 310-524-2899.
Permanent restoration of concrete or asphalt or earthwork surface improvement shall be
completed to the approval of the Engineer no later than five (5) calendar days after
completion of the concrete work. Until completion, the project area shall be safely set
apart and covered to current standards. Excavated areas shall be properly covered and
marked for safety until they are backfilled or otherwise restored.
4-1. COMPACTION
Any soil compaction testing and certification shall be certified by a Geotechnical
Engineer and provided by the City inspection team. A relative compaction of ninety
percent (95%) is required under all asphalt concrete pavement, concrete curb, stamped
concrete and concrete slab. The Contractor shall bring in suitable fill to use if existing
soil is inadequate to provide the 95% relative compaction.
V-A-17
Agreement No. 6685
4-2. SLOT PAVING AND ASPHALT PAVEMENT REPAIR
Asphalt slot paving, at minimum three feet in width, shall occur in the asphalt portion of
the street or alley adjacent to all newly installed concrete and shall properly direct storm
flow to the storm drain system. Asphalt to be repaired shall be saw cut for removal, with
sawcut boundaries either parallel or perpendicular to the curb face or property line.
Where a series of cuts are made, regardless of the spacing between individual cuts, the
series shall be treated as a continuous open trench and the pavement repair shall be
continuous across all cuts.
Unless otherwise stated for specific areas, full depth pavement repair shall consist of 6
inches of %-inch-maximum State mix over a minimum 6-inch crushed aggregate base.
C2 PG 64-10 asphalt and tack coat shall be used. New asphalt shall be feathered to meet
existing asphalt, and shall also meet any applicable concrete at a reasonable height and
slope to allow proper drainage.
Base material for the reconstruction of the pavement shall be in accordance with
Subsection 200-2.2 of the Standard Specifications. A tack coat of PG 64-10 paving asphalt
shall be uniformly applied to the surface to be paved. The surface shall be free of water,
foreign material, and dust when the tack coat is applied.
All asphalt concrete pavement shall conform to Section 203-6 of the Standard
Specifications and as shown on the plans. Paving shall occur after backfill with and
compaction of appropriate materials has occurred to the approval of the City Public
Works Inspector. Paving rollers shall be on the job site before any paving is started.
The final height of the paving next to new gutter shall not be more than 1/2-inch high. The
Contractor shall be responsible for bringing to the City's attention any additional asphalt
required for proper drainage prior to placement of new asphalt. If improper asphalt
placement occurs, detrimentally affecting drainage, the contractor shall remove and
replace the asphalt at no further cost to the City.
Less than full -depth asphalt repairs shall consist of grind to depth specified, removals,
backfill with crushed aggregate base and compaction as necessary, PG 64-10 tack coat,
and PG 64-10 hot mix asphalt to the depth initially specified. Preparation of the areas for
paving shall be as required by current standards and specifications.
5-0. BID ITEM 11: ALLEY SECTION ADJACENT TO 407 CONCORD ST.
The location for this bid item is an approximately 13-foot-wide by 78-foot-long section
of alley between 407 Concord St. and 406 Virginia St., an area approximately 1,014 sf.
The Contractor shall perform the following work in the 1,014-sf area:
1. Notify residents along the alley and nearby W. Holly Ave. of the work to occur.
2. Remove the existing asphalt in this area (approximately 78'xl3'). Carefully
uncover any roots down to two feet below grade. The roots likely belong to a
living private tree.
3. Coordinate with the Parks Division and Public Works staff to view the
V-A-18
Agreement No. 6685
uncovered area to determine if the private tree's stability will be compromised
and needs to be removed before the roots are removed. Shawn Green, Interim
Parks Superintendent, can be reached at 310-524-2362. Santos Haro in Park
Maintenance can be reached at 310-524-2893.
4. Remove any uplifted sections within the area.
5. Remove all tree roots under the asphalt area down to two feet deep below grade.
6. Backfill and compact the area to 95%.
7. Overlay the entire approximately 1,014 sf area with 4 inches of hot mix asphalt.
8. Adjust three water utility covers to grade. Do not include the utility cover
adjustments in this bid item cost. They have already been counted in Bid Item 8.
6-0. BID ITEM 12: IMPERIAL AVE. BETWEEN VIRGINIA ST. AND LOMA VISTA
The east -west boundary area for this bid item is W. Imperial Ave. from the change in
pavement at the of the Imperial Ave./Loma Vista St. intersection to the east side of the
Imperial Ave./Virginia St. intersection, a length of approximately 839 feet. The north -
south boundary is the curb face on the north side of W. Imperial Ave. to 12 feet south
of the curb face. The approximate area is 10,068 sf. All costs to carry out and complete
the work described below shall be included in the bid item cost.
Prior to the slurry seal of the entire width of the street section required per Bid Item 3,
the Contractor shall perform the following work in the 10,068-sf area:
1. Notify nearby residents and businesses on E. Imperial Ave., Virginia St., and
Loma Vista St. of the work to occur.
2. Demolish and remove the existing north concrete curb in this area.
3. Remove the existing asphalt in this area (approximately 839'xl2').
4. Remove any uplifted sections within the area.
5. Remove any and all tree roots under the curb and asphalt area down to two feet
below grade.
6. Backfill and compact the area to 95%.
7. In locations where there was no existing curb, leave those locations as is.
8. Where curb had previously existed, install new 6-inch-high curb, total non -
continuous length approximately 829 If, correcting the previous curb's
alignment and flowline. This also includes adding the appropriate weakened
score joints at regular intervals along the curb.
9. The Contractor shall water test the new flowline at the curb face with Street
Maintenance staff to ensure no ponding occurs against it.
10. Overlay the entire approximately 10,068 sf area with 6 inches of hot mix asphalt.
11. Adjust any sewer manholes, storm drain manholes, and water utility covers to
grade. Do not include the adjustments in this bid item cost. They have already
been counted in Bid Items 7 and 8.
The newly repaired and paved area will then be slurry sealed with the rest of the street
section per Bid Item 3 so that the street has the same consistent resurfaced look on it.
6-1. CONCRETE CURB CONSTRUCTION
The Concrete mix design shall be Class 520-C-2500. The mix design is subject to review
V-A-19
Agreement No. 6685
and approval by the City Engineer no later than 14 days prior to first use. Any change
in the mix design shall require approval by the City Engineer. Hand -mixing of concrete
is not permitted. Additional water shall not be added to the concrete mix once it leaves
the batch plant. All concrete used shall reach a minimum of 2500 psi at 28 days. The
surfaces of all concrete shall receive a wood float finish. Where required, contractor
shall use dowels or reinforcement bars for contact joints.
Curb shall be constructed in accordance with Section 303-5 of the Standard
Specifications and shall conform to Standard Plan 120-3, Al-6. Contractor shall have
the length of curb to be replaced surveyed to layout and verify the proposed flowline
elevations will be feasible for draining the area properly. Survey submittals to City staff
are required. Any conflicts or items of concern shall be brought to City staff s attention
prior to demolition. Survey costs are to be included in the cost of this bid item.
The Contractor shall reconstruct all curb drainage outlets that fall within the limits of
their work.
7-0. ALTERNATIVE BID ITEM 13: UPGRADE OF YELLOW CROSSWALK
STRIPING
Existing yellow school crosswalks are mainly of the two -parallel -stripes variety, with at
least one containing a perpendicular hatch mark in the center of the area bounded by the
two stripes. Bid Item 13 seeks to create ladder -style crosswalks. The cost for Bid Item 13
will reflect only the additional cost to paint vellow thermoplastic Derpendicular, evenly
aced stri es laeteen the tvo rime arallel stri es of each crosswalk. All striping
will comply with Caltrans striping standards.
- END OF SECTION -
V-A-20
Agreement No. 6685
APPENDICES
A. City Map
B. Typical No Parking Sign — El Segundo Standard ST-18
C. Construction and Demolition Recycling forms (included as part of Section III, Special
Provisions)
D. Project Location Map
E. Centerline Tie Map
F. School, Churches, Parks, and Bus Company Contacts
V-A-1
Agreement No. 6685
V-A-2
Agreement No. 6685
FAI U li DI
V-A-3
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COLOR LEGEND SIGN SHALL BE LIGHT REFLECTIVE AND BE
RED MADE OF WATER RESISTANT STIFF CARDBOARD
C� WHITE OR OTHER STIFF DURABLE MATERIAL.
DESIGN BY: P.B. CITY OF EL SEGUNDO, CALIFORNIA APPROVED BY:
ENGINEERING DIVISION II-i
DATE: 11 • 7. 89 City Engineer: R.E. 2(4809 Date
DRAWN BY: Y.B. TYPICAL STANDARD DRAWING 0
DATE: 11.13. 89 TEMPORARY NO PARKING SIGN
Agreement No. 6685
i
V-A-4
Agreement No. 6685
PW INSTRUCTIONS
a City of El Segundo
t Public Works Department
(310)524-2300
Construction and Demolition Debris Waste Management Plan (WMP)
PUBLIC WORKS PROJECTS (including MUNICIPAL ROAD CONSTRUCTION, OVERLAY,
SIDEWALK REPAIR OR LAND CLEARING PROJECTS)
INSTRUCTIONS
Pursuant to the California Green Building Code of 2016 (2016 CALGreen), the City of El Segundo requires
diversion (repurposed, reused, or recycled) of at least 65% of non -hazardous construction and demolition
(C&D) debris from Public Works projects.
A C&D Waste Management Plan must be submitted to the Public Works Department for municipal projects or
projects on public property. The contents of this packet, when completed, constitute a C&D Debris Waste
Management Plan (WMP). This packet is designed to track the amount of C&D debris diverted or disposed from
your City -related (i.e. Public Works) project.
If you believe your project cannot achieve the required diversion, you must complete and submit Form PW-D,
the EXEMPTION REQUEST form, to the City (i.e. your Project Manager) explaining the circumstances, and
requesting an exemption from the requirements.
Ste 1: Cornglete Forms PW-A and PW-B
Form PW-A is the PROJECT INFORMATION form. This form asks for basic project information, such as name,
type, description, location, and contractor contact information.
Form PW-B is the PRE -PROJECT WORKSHEET form. This form asks for estimated amounts of debris that
will be generated by the project.
tiger 1': If you are electing to contract with hauler(s) from the Authorized Hauler list who will handle
recycling compliance on your behalf, complete Form PW-B (short form).
Option If you will be handling all waste management activities (through direct hauling or use of own bins),
complete Form PW-131. Estimate the weight of the C&D debris, by material type, that will be recycled, reused,
salvaged, disposed and/or transformed from your project.
You must complete either Form PW-B or PW-131.
St 2: Submit Forms to Public Work_
Forms PW-A and PW-B (or PW-131) must be submitted to your Public Works Project Manager and approved
prior to commencing work.
Ste : Com lete POST -PROJECT SUMMARY - FORM PW-C
At least 5 business days prior to contractor requesting release of final project retention, submit a completed
FORM PW-C to your Public Works Project Manager.
*NOTE''* A FACILITY INFO list showing nearby companies that accept C&D materials for recycling is included in this packet. This list
was developed to assist you in finding local facilities to use as an alternative to disposal. If you use a certified mixed C&D processing
facility, your project will meet the diversion requirements.
s are authorized haulers that do business in El Segundo. The HAULER LIST showing companies that are authorized to collect
waste inEl Segundo is included in this packet. You must use one of these haulers if contracting for waste removal service.
For your convenience, there are electronic versions of the torms tnat ww automaticauy caicuiate waste generation, umposay
and diversion based on the data entered.
Rev. 12/4/2020
Agreement No. 6685
FORM PW-A
Project Name:
Contractor Name:
Mailing Address:
Ofc Phone No.:
Project Type:
City of El Segundo
Public Works Department
(310) 524-2300
Date:
PW Project Manager
PW Project Name:
FORM PW-A - PROJECT INFORMATION
Submit this form to the Public Works Department prior to commencing your project
for all municipal Brojects subject to compliance, or projects on public property.
Project Address I Location:
City I State I Zip:
Cell No:
Mark appropriate box in each column with an "X":
Email:
ElRoad (construction, overlay, repair)
Facility Improvement (renovation, alteration, or addition) USE FORMS PROVIDED BY EL SEGUNDO
COMMUNITY DEVELOPMENT DEPT
Land Clearing (trail, grading, etc.)
ElOther .... _....
Estimated Project Start Date:
Estimated Project End Date:
Request for Exemption: 1:1 (If you are requesting an exemption, fill out Form PW-D: Exemption Request)
To the best of my knowledge, the above information is an accurate representation of the proposed project. I have been made aware of the 2016
CALGreen requirements and will comply with all requirements.
Print Name Title Signature Date
OFFICE USE ONLY -
Approved
Further Explanation Needed
Reviewed By
Denied
ElExempt Due to Infeasibility
Date
Rev. 12/4/2020 2
Agreement No. 6685
FORM PW-B
City of El Segundo
Date:
Public Works Department
PW Project Manager:
fl &
(310) 524-2300
PW Project Name:
FORM PW-B - PRE -PROJECT WORKSHEET - PUBLIC WORKS PROJECTS
rhds form roust he completed and approved or a demolition lbuilVing joermit awddd not he issued.
Instead of completing a detailed accounting of the types and quantities of C&D debris that will be generated from this
project (FORM PW-Bi ), you have the option to select one of El Segundo's authorized waste haulers. These haulers can
handle your project's debris in such a way as to comply with CALGreen standards.
If you elect this option, please specify which authorized hauler(s) and/or facility(ies) you will be using and sign the
acknowledgement below. El Segundo authorized hauler(s) and/or facility(ies) can be found on the City's website:
pIt :1&WvWw.etsPcgrgto.qM1 overnmenVde r A°ka lon�1 4�Eaiac v�ork trash -re WrVin
It is your responsibility to ensure that the hauler knows you are contracting for "C&D Recycling Service" so that the material is
properly handled and waste diverted. You need to obtain weight tickets from the hauler indicating the type and weight of the
material collected.
In order to comply with the requirements of the WMP, I will contract with the following hauler(s):
Hauler:
I understand that I am responsible for obtaining copies of any and all weight tickets from all haulers and/or facilities which receive debris from
this project and that I will submit a Post -Project Summary (FORM PW-C) at least business days prior to final ins ecdlon.
Print Name
Signature Date
Rev. 12/4/2020
Agreement No. 6685
FROM PW-81
City of Ell Segundo Date:
m Public Works Department PW Project Manager:
(310) 524-2300 PW Project Name:
FORM PW-B1 - PRE -PROJECT WORKSHEET - PUBLIC WORKS PROJECTS
(This form is to be completed only if you plan to use your own company -owned bins/trucks for disposition of material]
This form must be completed and approved or a demolition / belldln permit will not be Issued.
In the table below, list estimated weight or cubic yards of debris that will be generated, recycled, reused, salvaged,
disposed, and/or transformed by this project. You must include all recyclers, salvage companies, recycle facilities,
mixed -use material recovery facilities, landfills, and/or transformation facilties that will be used for the project.
List of materials to be generated from the project:
ex.
vor d metal, concrete, as haVt ftwa& cardboard mixed C&D debris- etc.
TONS CUBIC YARDS Facilities to be Used
Reused/Salvaged/Donated
Ex.: Habitat for Humanity, Thirft Stores,
regrind onsite, reuse fixtures, reuse
dirt/concrete/asphalt
Recycled
A facility that accepts 100% recyclable
materials to be turned into other products.
Delivered to Mixed C&D Recycling
Facilties that recover some materials for
recycling
Dis posed/La n dfilled/Tran sformed
Transfer station, landfill, or SERRF
Generated (total of above)
or my company elect not to use an authorized hauler because I or my company own containers (bins or roll -off boxes)
Initial Here and/or dump vehicles and will not be contracting for debris removal services.
understand that I am responsible for obtaining copies of any and all weight tickets from all haulers and/or facilities
Initial Here which receive debris from this project and that I will submit a Post -Project Summary (FORM PW-C) at least 5 business
days prior to final ingtaection.
Print Name Signature Date
Rev.12/4/2020 3-A
Agreement No. 6685
Form PW-C
City of El Segundo
llPublic Works Department
(310) 524-2300
4wAdvwraru y
Project Name:
Contractor Name:
Project Number:
Form PW-C - Post Project Summa
Project Address:
Project Manager:
Date:
This form must be submitted to the Public Works Department at least 5 business days prior to project finalization. Provide facility name, material, and
total tonnage disposed and/or diverted. Documentation must be attached (i.e. weight tickets). If an approved mixed waste processing facility was
used, a report by the facility for this project is preferred. Return the completed form to the Public Works Department. You may use additional sheets
if necessary.
=uNu
If you used one of the City's authorized haulers or facilities, complete this section, then skip to the SIGNATURE section below.
I used to meet the recycling requirements. Weight tickets are attached.
(List haulers and/or facilities that were used)
1
I. FACILITIES
Please list all facilities (i.e. landfill and/or transformation, recycling/reuse/salvage, mixed C&D debris processing, materals recovery) used for this
FACILITY NAME
TONS DELIVERED
TONS DIVERTED
TONS DISPOSED
DIVERSION RATE
1
2
3
4
Other (reused on site)
TOTALS
Plea a enter disposal and divorsi totals for each item below, aCardiHp to Ittter, Totals reported must matchose listed in Sectlonp: �� �
r "S,
TOTAL GENERATED (A) TOTAL DIVERTED =
(B) TOTAL DISPOSED(C)
OVERALL PROJECT DIVERSION RATE 0.00% 0Ia
(B/A)-100
To the best of my knowledge, the above information is an accurate representation of the disposition of the construction and demolition materials
generated on the jobsite. I understand that the City of El Segundo may audit disposal and recycling documentation for this project.
Print Name Signature
PW OFFICE USE ONLY
Diversion Requirement Met: = Yes No Exemption: = Yes No
Reviewed and Approved by: Date:
Rev.12/4/2020
Agreement No. 6685
Form PW-D
Project Name:
Contractor Name:
Project Number:
City of El Segundo
Public Works Department
(310)524-2300
Form PW-D - Exemption Request
Project Address:
Project Manager:
Date:
If it is infeasible for you to comply with all of the requirements set forth by the Construction and Demolition Debris Recycling Form and you are
requesting an infeasibilty exemption, please use the following space to explain why your project should be considered exempt from recycling
requirements.
W OFFICE USE ONLY
Exemption Approved: Yes No
Reviewed by: Date:
Rev.12/4/2020
Agreement No. 6685
V-A-5
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V-A-7
Agreement No. 6685
SCHOOLS CHURCHES PARKS AND BUS COMPANIES DIRECTORY
a. Pacific Baptist Church
859 Main St.
El Segundo, CA 90245
(310) 322-5975
b. El Segundo Public Library
I I I W. Mariposa Ave.
El Segundo, CA 90245
(310) 524-2722
c. El Segundo High School
640 Main St.
El Segundo, CA 90245
(310) 615-2662
d. Richmond Street Elementary School
615 Richmond St.
El Segundo, CA 90245
(310) 606-6831
e. Acacia Park
Acacia Ave. between Hillcrest St.
and Loma Vista St.
El Segundo, CA 90245
(310) 524-2881
f. Clutter's Park
E. Imperial Ave. and Sheldon St.
El Segundo, CA 90245
(310) 524-2881
g. Library Park
Main St. between Palm Ave. and
Mariposa Ave.
El Segundo, CA 90245
(310) 524-2881
h. El Segundo Dial -A -Ride
(310) 524-2704
i. Metropolitan Transit Authority (MTA)
(213) 626-4455
j. Beach Cities Transit (BCT)
(310) 802-7686
k. Imperial Strip & Memory Tree Row
Imperial Ave. between Hillcrest St. and
Center St.
El Segundo, CA 90245
(310) 524-2881
Agreement No. 6685
CITY OF
ELSEGUNDO
May 4, 2023
ADDENDUM NO. 1
to
PW 23-01: FY 22/23 PAVEMENT REHABILITATION PROJECT
ATTENTION BIDDERS:
The following additions, modifications, and clarifications to the specifications shall be
included in, and become a part of, any contract which may be executed for the above
project in the City of El Segundo:
1. The bid due date and time are still Tuesday, May 9, at 11:00 am.
2. A plan holder has requested the project's estimated start date. Due to school
schedules, it is preferable that construction occurs between June 9 and August 18,
2023.
3. A plan holder has requested the estimated project cost. It is $1,198,900.
4. Plan holders have requested the Plan Holder's List and the Pre -bid Meeting
Attendees list. Please see attachments.
As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge
same in the space provided below and submit this Addendum with the Proposal. Failure
to provide such acknowledgement shall render the proposal as non -responsive and subject
to rejection.
Signature:
Print Company Name:
Page 1 of 7
Date:
350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489
Agreement No. 6685
CITY OF EL SEGUNDO
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
350 MAIN STREET, EL SEGUNDO, CA 90245-3813
lithe//�yw else Lindo.or /,overnrnent/de ai-ttileii,ts/ Liblvc-w()rks/,re( oest- t lblic- °orks-bid
PLAN HOLDER'S LIST
Project: FY 22/23 Pavement Rehabilitation Project
Project No. PW 23-01
Bid Opening Date: May 9, at 11:00 am
Estimate: $1,198,900
A
NAME/ADDRESS
Onvia
509 Olive Way, Suite 400
Seattle, Washington 98101
Attn: Source Management
..... ....-- .........
TEL/EMAIL
Ph: 541-535-1415 ext. 39500
E: sourcemanagement2@onvia.com
File Sent?: ❑ No ® Yes, Date: 4/21/23
ADDENDUM(S)
SENT
Addendum 1
sent 5/4/23
Construct Connect
Ph: 323-602-5079 ext. 75313
Addendum 1
30 Technology Pwy S, Suite 100
E: rye.jumuad@constructconnect.com
sent 5/4/23
A
Norcross, GA 30092
File Sent?: ❑ No ® Yes, Date: 4/24/23
Attn: Rye Jumuad
NIB 4/24/23 _.
._.........
Kern County Builders Exchange
......
Ph: 661-324-4921
Addendum 1
(KCBX)
E: kcbex@kcbex.com
sent 5/4/23
A
4130 Ardmore Ave., Suite 100
File Sent?: ❑ No ® Yes, Date: 4/25/23
Bakersfield, CA 93309
Construct Connect
Ph: 323-602-5079 ext. 75343
Addendum 1
30 Technology Parkway South,
E: Mark.Aquilar@constructconnect.com
sent 5/4/23
A
Suite 100
File Sent?: ❑ No ® Yes, Date: 4/26/23
Norcross, GA 30092
Attn: Mark Mark Aguilar
ConstructConnect
..... .........
Ph: 323-602-5079
Addendum 1
30 Technology Parkway South,
E: sourcemanagement2@onvia.com
sent 5/4/23
A
Suite 100 Norcross, Georgia 30092
File Sent?: ❑ No ® Yes, Date: 4/27/23
Norcross, GA 30092
Attn: Rose Lausa
_......._
Ph:
......---
E:
A
File Sent?: ❑ No ® Yes, Date:
Agreement No. 6685
NAME/ADDRESS
._.. _ .......
TEL/EMAIL
ADDENDUM(S)
SENT
Excel Paving
Ph: 562-599-5841
Addendum 1
2230 Lemon Ave
E: estimating@excelpaving.net
sent 5/4/23
1
Long Beach, Ca 90806
File Sent?: ❑ No ® Yes, Date: 4/21/23
Attn: Crissa Phillips
Pavement Recycling Systems
.... ...........
Ph: 951-682-1091
Addendum 1
10240 San Sevaine Way
E: estimatingI@pavementrecycling.com
sent 5/4/23
2
Jurupa Valley, Ca 91752
File Sent?: ❑ No ® Yes, Date: 4/24/23
Attn: Trisha Vander Sluis
_.
PAL General Engineering, Inc.
_ .......
Ph: 858-860-5300
Addendum I
2364 Paseo De Las Americas
E: Estimating@palsdg.com
sent 5/4/23
3
STE 104-1461
File Sent?: ❑ No ® Yes, Date: 4/24/23
San Diego, CA CA 92154
Attn: Estimating Department
..._
_.
American Asphalt South, Inc.
_ .....
Ph: 909-427-8276
-
Addendum 1
19792 El Rivino Road
E: lyles@amerieanasphaltsouth.enm
sent 5/4/23
4
Riverside, CA 92509
File Sent?: ❑ No N Yes, Date: 4/24/23
Attn: Lyle Stone
.......
ONYX PAVING COMPANY,
_.
Ph: 714-632-6699
Addendum 1
INC.
E: BI,DS@ONYXPAVINC.NET
sent 5/4/23
5
2890 E. LA CRESTA AVE.
File Sent?: E, No M Yes, Date: 4/24/23
ANAHEIM, California 92806
Attn: COREY KIRSCHNER
_... _
Pavement Coatings Co
_... .............
Ph: 714-826-3011
�....._
Addendum 1
10240 San Sevaine way
E: jvbids@pavementcoatings.com
sent 5/4/23
6
Jurupa Valley, CA 91752
File Sent?: ❑ No ® Yes, Date: 4/24/23
Attn: Eduardo Salmeron
_._
Roy Allan Slurry Seal, Inc.
_ ........ _
Ph: 562-864-3363
_.
Addendum 1
12643 Emmens Way
E: lawrezl�ee@raslurry.com
sent 5/4/23
7
Santa Fe Springs, CA 90670
File Sent?: ❑ No E Yes, Date: 4/25/23
Attn: Lawrence Allan
LCR Earthwork & Engineering,
Ph: 951-934-3231
Addendum I
Corp.
E: LCR@lcrearthworkengineering.com
sent 5/4/23
8
3200 E Guasti Rd Suite 100
File Sent?: ❑ No ® Yes, Date: 4/25/23
Ontario, CA 91761
Attn: Jorge Mendoza
Agreement No. 6685
_... _.
NAME/ADDRESS
...... _......
TEL/EMAIL
. .......
ADDENDUM(S)
SENT
ONLINE STRIPING SERVICES
Ph: 714-232 948 2
Addendum 1
9173 CLAY CANYON DR
E: JAREDDEANGALINDO@GMAIL.COM
sent 5/4/23
9
CORONA, CA 92883
File Sent?: ❑ No ® Yes, Date: 4/25/23
Attn: JD GALINDO
Sully -Miller Contracting
........... ...........
Ph: 7143094449
Addendum 1
135 S State College Blvd 400
E: BIDS@SULLY-MILLER.COM
sent 5/4/23
10
Brea, California 92821
File Sent?: ❑ No ® Yes, Date: 4/27/23
Attn: Kevin Ta
�.
Superior Pavement Markings Inc
_.... ...........
Ph: 714-471-1071
Addendum 1
5312 Cypress Street
E:
sent 5/4/23
11
Cypress, Ca 90630
Darren@Superiorpavementmarkings.com
Attn: Darren Veltz
File Sent?: ❑ No ® Yes, Date: 4/27/23
Hardy & Harper, Inc.
Ph: 714-444-1851 ext. 121
Addendum 1
32 Rancho Circle
E: mchurnock@hardyandharper.com
sent 5/4/23
12
Lake Forest, CA 92630
File Sent?: ❑ No ® Yes, Date: 4/27/23
Attn: Morgan Churnock
w...
All American As�............
phalt
........
Ph: 951-736-7600
................. _..
Addendum 1
400 E Sixth Street
E: publicworks@allamericanasphalt.com
sent 5/4/23
13
Corona, California 92878
File Sent?: ❑ No ® Yes, Date: 5/l/23
Attn: Ed Carlson
TORO ENTERPRISES, INC.
Ph: 805-483-4515
Addendum 1
2101 E VENTURA BLVD
E: estimating@toroenterprises.com
sent 5/4/23
14
OXNARD, CA 93036
File Sent?: ❑ No ® Yes, Date: 5/l/23
Attn: TYSON RISING
Global Road Sealing, Inc.
Ph: 714-893-0845
Addendum 1
10832 Dorothy Avenue
E: jennydinh@globalroadsealing.com
sent 5/4/23
15
Garden Grove, CA 92843
File Sent?: ❑ No Z Yes, Date: 5/l/23
Attn: Jenny Dinh
STERNDAHL ENTERPRISES
Ph: 818-834-8199
Addendum 1
LLC
E: clara@sterndahl.com
sent 5/4/23
16
11861 BRANFORD ST
File Sent?: ❑ No ® Yes, Date: 5/l/23
SUN VALLEY, CA 91352
Attn: Clara Vasquez
.......... .......
Agreement No. 6685
17
18
_............... . NAME/ADDRESS
Doug Martin Contracting
Company, Inc.
220 Foundation Avd.
La Habra, CA 90631
Attn: Dixie Martin
Sequel Contractors, Inc.
13546 Imperial Highway
Santa Fe Springs, CA 90670
Attn: Corey Pack
TEL/EMAIL
Ph: 714-441-0513
E: dxie@dougmartincontracting.com
File Sent?: ❑ No ® Yes, Date: 5/1/23
Ph: 714-606-1337
E: corey@sequelcontractors.com
File Sent?: ❑ No ® Yes, Date: 5/2/23
ADDENDUM(S)
SENT
Addendum 1
sent 5/4/23
Addendum 1
sent 5/4/23
Ph:
E:
19
File Sent?:
❑ No
® Yes, Date:
Ph:
E:
20
File Sent?:
❑ No
® Yes, Date:
Ph:
E:
21
File Sent?:
❑ No
® Yes, Date:
.......... __
Ph:
wwww.... .............
....................
E:
22
File Sent?:
❑ No
® Yes, Date:
............
Ph:
.._......
......
E:
23
File Sent?:
❑ No
® Yes, Date:
Ph:
........ _._..
_.
E:
24
File Sent?:
❑ No
® Yes, Date:
Agreement No. 6685
CITY OF EL SEGUNDO
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
PW 23-01
FY 22/23 PAVEMENT REHABILITATION PROJECT
May 2, 2023. 10:00 AM
Location: Civic Center Plaza, 350 Main Street
PLEASE PRINT LEGIBLY.
NAME
COMPANY
CONTACT INFORMATION
l
Floriza Rivera
City of El Segundo _
Telephone: 310-524-2361
Email: frivera@elsegundo.org
2
Beto Moreno
City of El Segundo
Telephone: 310-524-2899
Email: amoreno@elsegundo.org
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Telephone: QSl-73G-76D�
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Email: PKrI:e w
Telephone: goes
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Email:
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Telephone: `? ' `� Ea 6. i j 3 7
Email: 1
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Telephone:
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Agreement No. 6685
PLEASE PRINT LEGIBLY:
NAME
COMPANY
CONTACT INFORMATION
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Telephone: soZ- Yby� 3 363
12
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Email: ` kvj4feinL2 0-
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Telephone:
Email:
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Email:
15
Telephone:
Email:
16
Telephone:
Email:
17
Telephone:
Email:
18
Telephone:
Email:
14
Telephone:
Email:
20
Telephone:
Email:
21
'Telephone:
Email:
22
Telephone:
Email:
23
'Telephone:
Email:
Agreement No. 6685
CITY OF
ELSEGUNDO
May 4, 2023
ADDENDUM NO.2
to
PW 23-01: FY 23/24 PAVEMENT REHABILITATION PROJECT
ATTENTION BIDDERS:
The following additions, modifications, and clarifications to the specifications shall be
included in, and become a part of, any contract which may be executed for the above
project in the City of El Segundo:
1. The bid due date and time are still Tuesday, May 9, at 11:00 am.
2. From this point forward this project will be known as the "PW 23-01: FY 23/24
Pavement Rehabilitation Project." The "FY 22/23" in the project name has been
changed to "FY 23/24" since the project includes both FY 22/23 and FY 23/24
Pavement improvements and the change will provide clarity for the next project
naming convention.
As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge
same in the space provided below and submit this Addendum with the Proposal. Failure
to provide such acknowledgement shall render the proposal as non -responsive and subject
to rejection.
Signature:
Print Company Name:
Page 1 of 1
Date:
350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489
Agreement No. 6685
CITY OF
ELSEGUNDO
May 8, 2023
ADDENDUM NO.3
to
PW 23-01: FY 23/24 PAVEMENT REHABILITATION PROJECT
ATTENTION BIDDERS:
The following additions, modifications, and clarifications to the specifications shall be
included in, and become a part of, any contract which may be executed for the above
project in the City of El Segundo:
1. The bid due date and time are still Tuesday, May 9, at 11:00 am.
2. Please use these revised proposal pages when submitting a bid. The project name
has been changed to "PW 23-01: FY 23/24 Pavement Rehabilitation Project."
3. If a contractor has already ordered and received a Bid Bond with the former
FY 22/23 Pavement Rehabilitation Project name on it, it will be accepted as a bid
bond for the PW 23-01: FY 23/24 Pavement Rehabilitation Project.
As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge
same in the space provided below and submit this Addendum with the Proposal. Failure
to provide such acknowledgement shall render the proposal as non -responsive and subject
to rejection.
Signature:
Print Company Name:
Page 1 of 1
Date:
350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489
Agreement No. 6685
CITY OF
ELSEGUNDO
May 8, 2023
ADDENDUM NO.4
to
PW 23-01: FY 23/24 PAVEMENT REHABILITATION PROJECT
ATTENTION BIDDERS:
The following additions, modifications, and clarifications to the specifications shall be
included in, and become a part of, any contract which may be executed for the above
project in the City of El Segundo:
1. The bid due date and time have been changed to Tuesday, May 16, at 11:00
am.
As evidence that the BIDDER has read this Addendum, the BIDDER must acknowledge
same in the space provided below and submit this Addendum with the Proposal. Failure
to provide such acknowledgement shall render the proposal as non -responsive and subject
to rejection.
Signature:
Print Company Name:
Page 1 of 1
Date:
350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489