CONTRACT 5844 Public Works Contract CLOSEDAgreement No. 5844
PUBLIC WORKS CONTRACT
BETWEEN
THE CITY OF EL SEGUNDO AND
PALP, INC. DBA EXCEL PAVING COMPANY
WALNUT AVENUE DRAINAGE AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
This CONTRACT is entered into this 23rd day of Januarv. 2020, by and between the
CITY OF EL SEGUNDO, a general law city and municipal corporation ("the City") and PALP,
INC. DBA EXCEL PAVING COMPANY, a California Corporation ("the Contractor").
1 e
e TNIT IN
A. The Contractor agrees to perform the work listed in the Contract Documents,
"Exhibit Al and Exhibit A2", copies of which are attached and incorporated
herein by this reference. 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 Two
Hundred Seventy -One Thousand. One 11Undred Forty Dollars ($271,140.00) which includes
the original bid amount of $217,400.00 as well as a contingency amount, which may or may
not be used, of $53,740.00 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. 5844
3. TERM. The term of this Contract will commence on February 24, 2020 and will expire on
February 23, 2021, unless terminated earlier pursuant to Section 4.
4. TERMINATION.
A. City may terminate this Contract at any time with or without cause.
B. Contractor may terminate this Agreement at anytime with City's mutual consent.
Notice will be in writing at least thirty (30) days before the effective termination
date.
C. Upon receiving a termination notice, Contractor will immediately cease
performance under this Agreement unless otherwise provided in the termination
notice. Except as otherwise provided in the termination notice, any additional
work performed by Contractor after receiving a termination notice will be
performed at Contractor's own cost; City will not be obligated to compensate
Contractor for such work.
D. Should the Agreement be terminated pursuant to this Section, City may procure
on its own terms services similar to those terminated.
E. By executing this document, Contractor waives any and all claims for damages
that might otherwise arise from City's termination under this Section.
5. PREVAILING WAGES. Pursuant to Labor Code § 1720, and as specified in 8 California
Code of Regulations § 16000, the Contractor must pay its workers prevailing wages. It is the
Contractor's responsibility to interpret and implement any prevailing wage requirements and
the Contractor agrees to pay any penalty or civil damages resulting from a violation of the
prevailing wage laws. See Section 7-2 of the Standard Specifications.
6. DISPUTES. Disputes arising from this Contract will be determined in accordance with the
Contract Documents and Public Contracts Code §§ 10240-10240.13.
7. 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.
8. TAXPAYER IDENTIFICATION NUMBER. The Contractor will provide the City with a
Taxpayer Identification Number.
9. PERMITS AND LICENSES. Unless otherwise provided, the Contractor, at its sole
Agreement No. 5844
expense, will obtain and maintain during the term of this Contract, all necessary permits,
licenses, and certificates that may be required in connection with the Work.
10. 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.
11. 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.
12. 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.
13. 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.
14. 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 Citv
City of El Segundo -Public Works
350 Main Street
El Segundo, CA 90245
Lifan Xu, City Engineer
310-524-2368
Agreement No. 5844
The Contractor
Palp, Inc. DBA Excel Paving Company
2230 Lemon Ave.
Long Beach, CA 90806
Curtis P. Brown III, President
562-599-5841
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.
15. 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.
16. 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.
17. 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.
18. 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.
19. 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.
20. ACCEPTANCE OF ELECTRONIC 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
Agreement No. 5844
electronic (.pdf) or facsimile transmission. Such electronic or facsimile signature will be
treated in all respects as having the same effect as an original signature.
21. 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.
22. CAPTIONS. The captions of the paragraphs of this Contract are for convenience of
reference only and will not affect the interpretation of this Contract.
23. TIME IS OF ESSENCE. Time is of the essence for each and every provision of the
Contract Documents.
IN WITNESS WHEREOF the parties hereto have executed this Contract the day and
year first hereinabove written.
CITY OF EL SEGUNDO
A
» Iott Mitnick
City Manager
ATTEST:
1`racy Weaver,
City Clerk
APPROV : D AS TO FORM:
il..v
<'v 4
Mark D. Hensley, 0
City Attorney
Insurance Reviewed by:
PALP, INC. DBA EXCEL PAVING
COMPANY
urtis P. Brown III
President
Taxpayer ID No. 95-3672914
Contractor State
License No.: 688659 "A"
............................................................
Contractor City Business
License No.:
Agreement No. 5844
CALIFORNIA ALL-PURPOSE CERTIFICATE OF 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 validity of that document.
State of California
County of Los Angeles
On before me,
A. Henderson
(Here insert name and title of the officer)
personally appeared Curtis P. Brown III
Notary Public, 111
who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) isW subscribed to
the within instrument and acknowledged to me that he/she/they executed the same in his/*f/tl id authorized
capacity(ies), and that by hist ignature(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.
W .TNE S my hand and official seal.
ignaturc of Notary Public
(Notary Seal)
�A.HENDERSON
µCOMM. #2170176 N
,, Notary Public -California
M i LOS ANGELES COUNTY LL
My Comm. Expires Oct 31, 2020
ADDITIONAL OPTIONAL INFORMATION
DESCRIPTION OF THE ATTACHED DOCUMENT
(Title or description of attached document)
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' Number of Pages Document Date
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(Title)
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❑ Attorney -in -Fact
❑ Trustee(s)
❑ Other
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C 2004-2015 ProLink Signing Service, Inc. - All Rights Reserved www.TheProLinkcom -Nationwide Notary Service
I
Agreement No. 5844
PROPOSAL
FOR THE
WALNUT AVENUE DRAINAGE
AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
20_ ..
PALP. iro0 DBA
Company Name: EXCEL MING COh1PANY
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 effect 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.
Agreement No. 5844
EOUAL 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 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.
NONCOLLUSION 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.
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Agreement No. 5844
BID SCHEDULE
WALNUT AVENUE DRAINAGE
AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
PALP. Itis, DBA
Company Name: a � ,. �"Y
BASE BID ITEMS
Item
Unit Price
Total
I
No. V Description
Qtv Unit
($)
($
Mobilization/Demobilization including traffic
1 control (not to exceed 5% maximum of Total
1 LS
j00
10
Base Bid)
2 Utility potholing
12 EAI
I 01W0.
3 Furnish and install catchbasin including local
1 LS
depression per plan
t qw
Furnish and install 18 -inch RCP storm drain
4 per plans, and associated sawcutting, shoring,
375 LF
I12 -0
utility blanket protection, and trench
resurfacing per City Std. Dwg. WT -11.
Furnish and install 18 -inch -RCP -to -existing
5
1 EA
_
catch basin connection per SPPWC 308-2
4,1)()o
6 Install 6' -wide longitudinal gutter across
198a SF
��
Walnut Avenue
I
•''
Remove and replace 6" -thick drivewayV
I
232 SF
approach and install 18" -wide gutter
8 Remove and replace 6" -thick alley approach
100 SF
Y
and install 18" -wide gutter
; l
9 Sawcut and replace existing pavement, not
including paving already a part of Item 4
1,612 SF
y on an as -needed basis)
Alternative Biditems (Determined by the Cit-
Coordinate with other agencies for unforeseen
10 utility relocations in conflict with the
1 LS
(0(y
proposed storm drain
11 Remove ex. curb and replace with curb and
257 LF
'• ®
l�1
18" -wide gutter
,1
TOTAL BID = $ 2 vi q00 00
TOTAL BID WRITTEN IN WORDS;
rCAO
I -C-4
Agreement No. 5844
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. 5844
THIS PAGE LEFT BLANK
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Agreement No. 5844
BIDDER'S INFORMATION
PA,LTI, INC IBA
Company Name: EXCR. PAV1NO CMPANY
BIDDER certifies that the following information is true and correct:
Form of Legal Entity (i.e., individual, partnership, corporation, etc.)
CORPOR tTd'31V
If corporation, State of Incorporation (i.e., California)
Business
22"0 1.i:WN dlVE�l�
Address LUdG 3Li, I-:� C"7rG
AC'+S
Telephone No. (56211 599"5341
Facsimile No. FAX (54,32k) 5s1 ''185
State Contractor's License No. and Clasp' r R ' �. G""A" DIR# 100000 333 1
State License Original Date Issued j tA 4r Expiration Date p p
The following are the names, titles, einail addresses, addresses, and phone numbers of all
individuals, firm members, partners, joint venturers, and/or corporate officers having principal
interest in this proposal:
Curtis P. Brown III President and Chief Executive Officer 212^0 I.LEMON AVENU;-:
Marcia S. Miller Secretary
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: -
FALR i"i�Co CBA
EXCEL PAVING COMPANY
I -C-7
Agreement No. 5844
BIDDER'S INFORMATION (CONTINUED)
PALP, Itis. DBA
Company Name: rcouzLNY
Bidder shall list the name of the person who attended the mandatory pre-bid job walk:
Name:
Title: 1� b►✓
I -C-8
Agreement No. 5844
IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, titles,
hands,
and seals of all a forenamedprincipals this day of 20
BIDDER PAt R INC DBA
[-.AvCL-'I- PAVING COMPANY
Subscribed and sworn to this
NOTARY PUBLIC
1141VUH I 211911B I goo M IN I'll 31111111ps 61116
R'. C',OWNGTON
CC)MM. #2157997 0
�y(:)�,,wIiYFkJOk..NC-CAt..�FORNV
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LOS ANGELES COUN
my G oirnvnIsvon Expm M24f' 2020
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Curtis P. Brown III
day of 20_.
I -C-9
President
Agreement No. 5844
PROPOSAL GUARANTEE
BID BOND
WALNUT AVENUE DRAINAGE
AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
KNOW ALL MEN BY THESE PRESENTS that,
PALP Inc. dba Excel Paving Company„__, , as BIDDER, and
Federal Insurance Company,..,.,..,, , as SURETY, are held and firmly bound unto the
Ten percent of the total
City of El Segundo, in the penal sum of amount of the bid DOLLARS ($!L/-), , 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
28th day of October , 20 19
* ALP Inc. dbe ,xc�el PavM�.q �ar»�r py......,,.. ,,30 Lemon Avenue
BIDDER p"ALP Inc. ....... ......-1-1— ...... ........
....................._............,................
Long Beach, CA 90806
562-599-5841
.......„.........---...,....._... ,._,..._...... ... ... ......
rtis P. Brown Ili President
SURETY* IFede I insurance f or�t�aae�Y _... ,15 Mountain View Rd: � �u
Warren, NJ 07059
_........."......... .�W.. .w 908-903-2000
Douglas A. '
Attorney in Facl _ __
RappWSurety ins Services, Inc., 120 Vantis Dr., Suite 300, Aliso Viejo, CA 92656, 949-540-6770
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.
r -C -1O
Agreement No. 5844
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
validity of that document.
State of California
County of Orange
On October 28, 2019 before me, Debra Swanson, Notary Public
(insert name and title of the officer)
personally appeared Douglas A. Rapp
who proved to me on the basis of satisfactory evidence to be the persona) whose name(q) is/aye
subscribed to the within instrument and acknowledged to me that he/eheAh" executed the same in
his/MNOteW authorized capacity), and that by hisMeWtheir signature(a) on the instrument the
person(t, or the entity upon behalf of which the persona) 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 my hand and official seal.
Signature (Seal)
�° °"' �� DEBRA SWANSON
04 COMM. # 2170759 X
" NOTARY PUBLIC -CALIFORNIA ;0
Ix �" ` ' ORANGE COUNTY N
'��" MY COMM, EXP. NOV 10.2020
Chubb POWER Federal Insurance Company A n: urs epartrr�ient
ab.�OF Vigilant Insurance Company 15 Mountain View Road
Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07059
tI�lI1Au
Know All by These Presents, That
FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE
aOontoaspppalTiitDIRaloalsconsin corporation, dfeach hereby constitute and
appoint
COMPANY,
A Rappand Pp oAao Viejo, Clifornia� .
...... _..—
each as their true and lawful Attorney- in- Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety
thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business, and any
instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations.
In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested
these presents and affixed their corporate seals on this 16th day of December, 2011.
STATE OF N e�Assitat Secretary Norris, Jr., Vice President
NEW JERSEY
ss.
County of Somerset
On this 16th day of December, 2011 before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me
known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which
executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly swom, did depose and say that he is Assistant Secretary of FEDERAL
INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the
foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By- Laws of said Companies; and that he signed said Power of Attomey as
Assistant Secretary of said Companies by like authority, and that he is acquainted with David B. Norris, Jr., and knows him to be Vice President of said Companies; and that the
signature of David B. Norris, Jr., subscribed to said Power of Attorney is in the genuine handwriting of David B. Norris, Jr., and was thereto subscribed by authority of said By -
Laws and in deponents presence.
,Notarial Seal KATHERINE J ADEL4AR
"[Wy NOtARY PBUC OF NEW JE"kSF1
No -2316685
"b ,� I COflhrtffWion Mires ,Itriy 14, 2014
ISO ,` Notary Public
CERTIFICATION
Extract from the By- Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY:
"All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the
President or a Vice President or an Assistant Vice President, Jointly with the Secretary or an Assistant Secretary, under their respective designations. The
signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman, President, any Vlce President, any
Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any
certificate relating thereto appointing Assistant Secretaries or Attorneys- in- Fact for purposes only of executing and attesting bonds and undertakings and other
writings obligatory In the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding
upon the Company and any such power so executed and -certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company
with respect to any bond or undertaking to which it is attached.'
I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY
(the "Companles7 do hereby certify that
(1) the foregoing extract of the By- Laws of the Companies Is true and correct,
(ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are
authorized by the U.S. Treasury Department; further, Federal and Vigilant are licensed In Puerto Rico and the U.S. Vlrgln Islands, and Federal is licensed in
American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island; and
(iii) the foregoing Power of Attorney is We, correct and in full force and effect.
Given under my hand and seals of said Companies at Warren, NJ this 28th day of October, 2019
Kenneth C. V&61, Assistant Secretary
IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER
MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903- 3493 Fax (908) 903- 3656
e -mall: surety0chubb.com
Form 15-10- 0225B- U (Ed. 5- 03) CONSENT
11 011111111 1H 1111H, I H111111 11 '1 1
CALIFORNIA ALL- PURPOSE
CERTIFICATE OF 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 validity of that document.
State of California
County of Los Anqeles }
On (`'' :' "I
,I before me, R. Covinpiton,, Notary Public ,
.. (Mere dnsen name and cutin oR me oumer)
personally appeared Curtis P. Brown III
who proved to me on the basis of satisfactory evidence to be the person(s) whose
name(s) is/aKe subscribed to the within instrument and acknowledged to me that
he/ske" executed the same in his/19;WMWr authorized capacity(ies), and that by
his/heWkielir 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.
�tssassamaatsss®®®s®bs®seweassaa,ts®sssw
WITNESS my hand and official seal.
R. COVINGTON
COMM. #2157907 cm
NOTARY PUBLIC - CALIFORNIA
LOS ANGELES COUNTY
My -Ornmission Expire -s 06124p2020
�esQe'sswwwsww�taw�t�raamwwsre:aanas,rswrr
Notary Public ' 'i�gnature
(Notary Public Seal)
INSTRUCTIONS FOR COMPLETING THIS FORM
ADDITIONAL OPTIONAL INFORMATION This form complies with current California statutes regarding notary wording and,
DESCRIPTION OF THE ATTACHED DOCUMENT
if needed, should be completed and attached to the document. Acknowledgments
from other states may be completed for documents being sent to that state so long
as the wording does not require the California notary to violate California notary
law.
(Title or description of attached document)
• State and County information must be the State and County where the document
signer(s) personally appeared before the notary public for acknowledgment.
. Date of notarization must be the date that the signer(s) personally appeared which
(Title or description of attached document continued)
must also be the same date the acknowledgment is completed.
• The notary public must print his or her name as it appears within his or her
Number of Pages Document Date
commission followed by a comma and then your title (notary public).
Print the name(s) of document signer(s) who personally appear at the time of
Inotarization.
CAPACITY CLAIMED BY THE SIGNER
• Indicate the correct singular or plural forms by crossing off incorrect forms (i.e.
he/she/the); is /are ) or circling the correct forms. Failure to correctly indicate this
❑ Individual (s)
information may lead to rejection of document recording.
�( Cor orate Officer
• The notary seal impression must be clear and photographically reproducible.
President
Impression must notcovcr test or lines. If seal impression smudges, re seal if a
I
(Title)
sufficient area permits, othcrwvise complete a different acknowledgment form.
�®
[I Partner(s )
• Signature of the notary public must match the signature on file with the office of
the county clerk.
El Attorney -in -Fact
4- Additional information is not required but could help to ensure this =
❑ Trustee(s)
acknowledgment is not misused or attached to a different document.
Other
Indicate title or type of attached document, number of pages and date.
F-11Indicate
the capacity claimed by the signer. If the clainmcd capacity is a
corporate officer, indicate the title (i.e. CEO, CFO, Secretary).
2015 Version www.NotaryClasses.com 800-873-9865
• Securely attach this document to the signed document with a staple.
r
Agreement No. 5844
CONTRACTOR'S LICENSE DECLARATION
(Business and Professions Code Section 7028.15)
1. BIDDER'S Contractor's License Number is:
<'TA, s ie Ua.,. G56=f5., A Class No.:
2. The expiration date of BIDDER'S Contractor License is:
1 , 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
LONG BEACH
gnatnre
20_, at
lm ','off
Curtis P. Brown III
Typed Name
Title
(insert City and State where Declaration signed).
President
FAL:: Iia eBA
LX6ft PAVING COMPANY
Company Name
Agreement No. 5844
NON -COLLUSION AFFIDAVIT
TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID
State of California )
) ss.
County of 0S'NI)CI _Q
Curtis P. Brown III
, being first duly sworn, deposes and say that he or she is
r�F£SI�iER'T PALP. INC CBA
d
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 agent thereof to effectuate a
collusive or sham bid.
19nature
Curtis P. Brown III President
Typed Name
Title
I -C-12
PA:LP, CBA
EXCEL PWING COMPANY
Name of Bidder/Company Name
Date
„. AyIIIII WYi I IUl II1''i`qb!-.5” r+ 1I
9 A
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 Los Anaeles
On before me, R. Covinqton} Notary Public ,
(Mere insert name and title of the ollicep
personally appeared Curtis P. Brown III ,
who proved to me on the basis of satisfactory evidence to be the person(s) whose
name(s) is/axe subscribed to the within instrument and acknowledged to me that
he/*e" executed the same in his/F(ir authorized capacity(ies), and that by
his/hesasigmidr 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.
.rrrrrrrrrrrrrrrrrrrrrrrrrrrrerrrrrrr�
WITNESS my hand and official seal.n•
COVINGTON
Cl),
COMM. *21579117
N TARY PU'SUCI w ir`ALlIFORNIA
tl_ IS Al'w"d.tilELES COUNTY «V
vol CR7f7'6B'%'i4,S.ti6'rr;l ("'Y:
M r. l � M'. F ' M"
Notary I�u'blic ignattlre
(Notary Public Seal)
INSTRUCTIONS FOR COMPLETING THIS FORM
ADDITIONAL OPTIONAL INFORMATION This form complies with current California statutes regarding notary wording and,
DESCRIPTION OF THE ATTACHED DOCUMENT
if needed, should be completed and attached to the document, Acknowledgments
from other states maybe completed for documents being sent to that state so long
as the wording does not require the California notary to violate California notary
law.
(Title or description of attached document)
• State and County information must be the State and County where the document
signer(s) personally appeared before the notary public for acknowledgment.
• Date of notarization must be the date that the signer(s) personally appeared which
(Title or description of attached document continued)
must also be the same date the acknowledgment is completed.
• The notary public must print his or her name as it appears within his or her
Number of Pages Document Date
commission followed by a comma and then your title (notary public).
• Print the names) of document signers) who personally appear at the time of
notarization.
CAPACITY CLAIMED BY THE SIGNER
• Indicate the correct singular or plural forms by crossing off incorrect forms (i.e.
he/she/the}; is /are ) or circling the correct forms. Failure to correctly indicate this
❑ Individual (s)
information may lead to rejection of document recording.
f)0( Cor orate Officer
• The notary seal impression must be clear and photographically reproducible.
President
Impression must not cover text or lines. If seal impression smudges, re -seal if a
(Title)
sufficient area permits, otherwise complete a different acknowledgment form.
❑ Partner(s)
• Signature of the notary public must match the signature on file with the office of
the county clerk.
❑ Attomey-in-Fact
+ Additional information is not required but could help to ensure this
❑ Trustee(s)
acknowledgment is not misused or attached to a different document.
Other
-.*P Indicate title or type of attached document, number of pages and date.
❑
•• Indicate the capacity claimed by the signer. If the claimed capacity is a
corporate officer, indicate the title (i.e. CEO, CFO, Secretary).
2015 Version www.NotaryClasses corn 800-873-9865
Securely attach this document to the signed document with a staple.
- ....,
�ii
,.I,...I'., �,� �II,__.. - 'ufl �.. �
Agreement No. 5844
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
Curtis P. Brown III President
PAL1=), INC DDA EXCEL PAVING
MLrNION AVE
15Cli" 3S17"5041
day of 720
I -C-13
Agreement No. 5844
DESIGNATION OF SUBCONTRACTORS
WALNUT AVENUE DRAINAGE
AND STREET IMPROVEMENTS PROJECT
PROJECT NO.: PW 19-09
MR fir'
.w►
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.
Name of
Subcontractor
.M.
Uw0ce
Subcontractor's
Contractor
License No., &
DIR
Address Registration No.
umber and Street) (CSLB #)
Ta Prk'- Arc -
(City, Zip Code) (DIR #)
Sj I V Ga
F
Description of
Portion of
Work
Estimated
Subcontracted
$ Amount
VVI r�
101
i
i
(Mak copies of this page if additional space is needed)
NOV M.9
Signature of Bidder Date
Curtis P. Brown III President
I -C-14
Agreement No. 5844
REFERENCES
PALP, IN'- QBA
Company Name: �A f rf -A vU
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-15
Agreement No. 5844
3. 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-16
Agreement No. 5844
5. 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:
mop SX fret*
ac \kLnb s
I -C-17
Agreement No. 5844
BIDDER'S STATEMENT OF
PAST CONTRACT DISQUALIFICATIONS
WALNUT AVENUE DRAINAGE
AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
rALP. i'NC DBA
Company Name: EXCEL PAVING COMPANY
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 I/
2. If yes, explain the circumstances:
0 Vx
3. Are you registered in accordance with Labor Code § 1725.5 [Note: failure to register
requires thee" City to reject your bid as nonresponsive]?
Yes Cf No ❑
Z_e -za-
--. der's Signature
Curtis P. Brown III President
Name (Please Print)
I -C-18
Agreement No. 5844
INSURANCE REQUIREMENTS
[MUST BE SUBMITTED WITH PROJECT PROPOSAL]
WALNUT AVE DRAINAGE AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
Company Name: N.
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:
Twe 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 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 insurance will
render the bidder's proposal "nonresponsive."
Date adder's Signature Curtis P. Brown III
President
I -C-19
Agreement No. 5844
INSURANCE REQUIREMENTS
[MUST BE SUBMITTED WITH PROJECT PROPOSAL]
Palp Inc dba Excel Paving Company
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:
Tyne 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.
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.
Automobile coverage must be written on ISO Business Auto Coverage Form CA 00 0106 92 or CA 00 01
01 87, 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:VH." 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.
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."
2/3/20
Datedder's Signature
I -C-15
Agreement No. 5844
END PROPOSAL SECTION
I -C-20
5638
City of Lawndale
DL
Agreement No. 5844
Current
- ir . ces (Sept.
20,19)
Cont #
Agency/Location
Job Name/Location:
Dates/Amount of Project
5686
City of San Fernando
Annual Street Resurf.
07/2019- Current (2/2020)
ILF
117 Macneil St, San Fernando Ca
$ 2,094,776.- Current
Manuel Fabian
818) 898-1243
mfabian@sfcitv.org
5675
City of La Habra
Whittier Blvd
06/2019- Current (7/2020)
WP
201 E. La Habra Blvd. La Habra, Ca
$ 1,693,265.- Current
562 383-4158
1� el@iahabrac+3. ov
Cesar Rangel
5679
City of Calabasas
Street Resurfacing
06/2019- Current (9/2019)
DR
100 Civic Center Way, Calabasas, Ca.
$ 868,932.- Current
Benjamin Chan
818-224-1677
ibch:an(@citvofcalab,asas.com
5680
City of Laguna Beach
Zone 1 Slurry
106/2019- Current (10/2019)
WP
505 Forest Ave, Laguna Beach, Ca
tltlIIII$ 1,216,729.- Current
5638
City of Lawndale
DL
14717 Burin Ave Lawndale, Ca
Kahono Oei
5664
City of Paramount
MP
16400 Colorado Ave, Paramount, Ca.
Rick Patynik
5674
City of Huntington Beach
MP
2000 Main St, Huntington Beach, Ca
Joe Fuentes
Inglewood Ave St Impvts
310-973-3266
Arterial Street Resurf.
02/2019- Current (10/2019)
$ 1,216,729.- Current
105/2019- Current (9/2019)
$ 714,417 .- Current
562-908-6200 oatvnlKrus(TICIOLM.Com
Arterial Street Rehab. 06/2019- Current (12/2019)
$ 2,916,192.- Current
714-536-5431 lfuentes@surfdty-hb.org
Agreement No. 5844
15641 City of Santa Monica Annual Paving 03/2019- Current (4/2020)
DL 1645 Main St, Santa Monica, Ca. $ 3,987,565.- Current
Jason Hoang 310-548-8411 iason.hoang sm py.net
5614 City of Baldwin Park Frazier St Impvts 01/2018- 06/2019
JWP 14403 E. Pacific Ave, Baldwin Park, Ca. $ 1,027,054-1,213,157
Chase Fidler 1626-960-4011 ext 473 CfidlerftbaIdWinoark.Com
5553 City of Compton Street Pvmnt Rehab 02/2019- Current (9/2019)
DL 205 S. Willowbrook Ave, Compton, Ca. $ 1,610,000 -
John Strickland 310-605-5500 isticklandPcoDtoncit
5432 City of Inglewood Century Blvd Mobility 07/2018- Current (2/2020)
DR One Manchester Blvd, Inglewood Ca $ 18,422,376.- $ Current
Albert Mendoza 213-847-4776 amendozat5)cltvofinglewood.org
5565 Burbank -Pasadena Airport ,Airport Parking Gates 04/2018- 5/2019
,DD 2627 Hollywood Wy Bldg 9 Burbank Ca $ 3,147,872.- $ 3,196,038.
Karen Sepulveda 818-565-1305 11(sepuIvedaftur,org
5545 City of Commerce Pavement Rehab 10/2018- 4/2019
BJ 2535 Commerce Wy, Commerce, Ca $ 3,736,161.- $4,076,141
Ali Cayir 323-722-4805 aIi.0aviiin's'tech.or'
5432 1 City of Los Angeles
DR 1149 S. Braodway, Los Angeles, Ca
Alvaro Prada
5566 City of Glendale
LF 11613 E. Broadway, Glendale, CA 91206
Arthur Asatu rya n
ICentury Blvd Extension
06/2017- 11/2018
$12,866.081-13,351,236
213-847-4776
a Iva ro.OWrad a@lacit o
Kenneth Rd Rehab
04/2018- 11/2018
$1,228,619-$1,302,975
1818-548-3945
aasaturvan A@Riendaleca.gov
Agreement No. 5844
5556
City of San Clemente
TC
1910 Calle Negocio #100, San Clemente, Ca
Gary Vaborsky
5453
City of Rancho Santa Margarita
D0
22112 EI Paseo, Rancho Santa Margarita, Ca
Wiiso'n Levn,g
5456
1$
Burbank -Pasadena Airport
DD
WleVng _'Oityofrsm.ore 11
I am
2627 Hoiiywood Wy Bldg 9, Burbank Ca
04/2017-1/2018
Karen Sepulveda
5443
City of Lynwood
BJ
1130 Bullis Rd. Lynwood Ca
02/2017- '.10/2017
Nick Sevine
5469
Rancho Palos Verdes
B1
130940
Hawthorne Blvd, Rancho Palos Verdes,Ca
105/2017- 12/2017
Charles Eden
5463
City of Lomita
BJ
24300 Narbonne Ave, Lomita Ca 90717
05/2017- 11/2017
on uer Saied
5468
City of Walnut
BJ
21201 La Puente Rd, Walnut Ca
05/2017- 10/2017
Branden Chen
5387
City of Glendale
ITC
613 E. Broadway, Glendale, CA 91206
Calle Miguel St rehab
102/2018- 7/2018
1$ 736,431.-$728,756.
949-361-8200
V8borskvPsan-CieI°1'"!ente.Or
Annual Res. Overaly
104/2017-05/2017
1
1$
429,872.-$422,155.
.
1949-635-1800
WleVng _'Oityofrsm.ore 11
I am
Runway 15-33
04/2017-1/2018
1
$9,334,568-$9,242,840.
11, Jig 818-565-1305
itsepuiyedai Obur.Or
Long Beach Blvd
02/2017- '.10/2017
$2,283,063-1,739,861
1310-318-0661
"'IMM/riraleste
nseVi n1NQodxa.us
Dr
105/2017- 12/2017
1
1$ 1,624,411-1,725,586.
310-544-5282
I,lI harieserpvca/gov
Narbonne Ave
05/2017- 11/2017
$1,019,007-$1,056,728.
310-325-7110
1 n` l.saieditl0lniitaOitv,org
IiIIIII Jill
`7Amar Rd Rehab
05/2017- 10/2017
1
$3,120,020.-$3,105,532,
1909-594-9702
M
bchenrkagroup.com
Prop 84 Green Streets
05/2017 10J2017
1
$2,223,985-2,419,868
/i ,
5343 C/O Torrance
KC 13031 Torrance Blvd, Torrance, CA 90503
John Dettle
818-548-3945
N. Wells Field Impry
(Recycled Water & Domestic Water
Imprv)
310-618-5990
Agreement No. 5844
syan@8lendaleca,8ov
04/12/2016-10/2017
$2,164,034.-$2,205,998
jdettle@torranceCA.GOV
Agreement No. 5844
October 29, 2019
ADDENDUM NO. 1"°'
to
THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS
for
WALNUT AVE. DRAINAGE AND STREET IMPROVEMENTS PROJECT
PROJECT NO.: PW 19-09
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 has been changed to Tuesday, November 12, at
11:00 am.
2. Another mandatory,pre-bid job walk will be held Monday, November 4,
2019, at 10:00 am. Those companies who attended the first mandatory pre-bid
job walk, on October 28, 2019, do not need to attend the second one.
3. A question regarding when construction would start was asked during the first job
walk. Staff anticipates a construction start in February, if weather allows. A
Notice to Proceed has to first be issued after the contract has been awarded,
contract documents have been finalized, and a pre -construction meeting has been
held.
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 Bid Proposal.
Failure to provide such acknowledgement shall render the bid as non-responsive and
subject to rejection. el
Signature: ✓ Date:
C is P. Brown III President
Print Company Name: P,' T. IAC C[3A
EXCEL PA\/ING COh1PANY
Page 1 of 1
350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489
Agreement No. 5844
a
November 7, 2019
ADDENDUM NO.2
to
THE CONTRACT DOCUMENTS, SPECIFICATIONS AND PLANS
for
WALNUT AVE. DRAINAGE AND STREET IMPROVEMENTS PROJECT
PROJECT NO.: PW 19-09
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 is still Tuesday, November 12, at 11:00 am in the
City Clerk's Office.
2. There is no page number I -C-3. The proposal pages are complete and numbered
as follows: I -C-1 to I -C-2, and I -C-4 to I -C-19. A page number was lost in
formatting the document.
3. Including this Addendum 2, there are only two Addendums for this project.
4. The planholder's list is attached.
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 Bid Proposal.
Failure to provide such acknowledgement shall render the bid as non-responsive and
subject to rejection.
Signature: ._.�..�,
Date:
1Jrtls F Brown III President
PPrintLP, tiC DBA Company Name: °" '.. I. i �d�� = t4PWY
Page 1 of 1
350 Main Street, El Segundo, CA 90245-3895 (310) 524-2300 Fax (310) 640-0489
Agreement No. 5844
CITY OF EL SEGUNDO
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
350 MAIN STREET, EL SEGUNDO, CA 90245-3813
littt)://www.elsegundo.ori!,/dei)ts/ivorks/i)�t-olect r,eatiest contact forimasp
PLANPOLDER'S LIST
Project: Walnut Drainage Improvement Project
Project No. PW 19-09
Bid Date: Tuesday, Noven*R+4 November 12, 2019, at 11:00 am
Cost Estimate: $150,000
NAME/ADDRESS TEL/EMAIL
Dodge Data & Analytics Ph: 800-393-6343
"The Green Sheet" E: support a@construction.com
A 4300 Beltway Place, Suite 180 File Sent?: ❑ No ® Yes, Date: 10/17/19
Arlington, TX 76018-5253
Bid America
41085 Elm St.
A I Murrieta, CA 92562
Attn: Abdul
ConstructConnect
3825 Edwards Rd
A Cincinnati, OH 45209
Attn: Morgan Stinson
Onvia
509 Olive Way
A Seattle, WA 98101
North America Procurement
Council, Inc. PBC
A PO Box 40445
Grand Junction, CO 81504
Attn: Eric Johnson
A
Attn:
Ph: 951-677-4819
E: planroom@bidamerica.com
File Sent?: ❑ No ® Yes, Date: 10/17/19
Ph: (800) 3642059
E: content@constructconnect.com
File Sent?: ❑ No ® Yes, Date: 10/22/19
Ph: 206-373-9500
E: deltekplusonvia@gmail.com
File Sent?: ❑ No ® Yes, Date: 10/30/19
Ph: 302-450-1923
E: bids@napc.me
File Sent?: ❑ No ® Yes, Date: 11/07/19
Ph:
E:
File Sent?: ❑ No ❑ Yes, Date:
V
ADDENDUM(S)
Add. 1 sent
10/29/19
Add. 2 sent
11/7/19
Add. 1 sent
10/29/19
Add. 2 sent
11/7/19
Add. 1 sent
10/29/19
Add. 2 sent
11/7/19
Add. 1 sent
10/30/19
Add. 2 sent
11/7/19
Add. 1 sent
11/07/19
Add. 2 sent
11/7/19
1
2
Agreement No. 5844
NAME/ADDRESS
TEL/EMAIL
I ADDENDUM(S)
Pavement Recycling Systems
Ph: (951) 682-1091
Add. 1 sent
10240 San Sevaine Way
E: i gi oaveiiientrecvclirit;.coiiI
10/29/19
1
Jurupa Valley, CA 91752
Add. 2 sent
Attn: John Karagas
File Sent?: ❑ No ® Yes, Date: 10/17/19
11/7/19
Excel Paving
Ph: (562) 599-5841
Add. 1 sent
2230 Lemon Ave
V E: esti inatitit-,i4exeel oavita:*.riel
10/29/19
2
Long Beach, CA 90806
Add. 2 sent
Attn: Crissa Phillips
File Sent?: ❑ No ® Yes, Date: 10/17/19
a 11/7/19
Accurate Construction & Design
Ph: (818) 387-6030
Add. 1 sent
16600 Sherman Way Unit 162
E: mina(i0cdiricorp-coin
10/29/19
3
Van Nuys, CA 91406
Add. 2 sent
Attn: Mina Tulpo
File Sent?: ❑ No ® Yes, Date: 10/17/19
11/7/19
Excel Paving
Ph: (562) 599-5841
Add. 1 sent
2230 Lemon Ave
E: estimating@excelpaving.net
10/29/19
4
Long Beach, CA 90806
File Sent?: ❑ No ® Yes, Date: 10/28/19
Add. 2 sent
Attn: Crissa Phillips, Cris Yun
Already had plans by pre-bid job walk
11/7/19
I
Minco Construction
Ph: (310) 516-8100
Add. 1 sent
522 E Airline Way
E: hala.e@mincoconstruction.com
10/29/19
5
Gardena, CA 90248
Add. 2 sent
Attn: Hala Eid
File Sent?: ❑ No ® Yes, Date: 10/28/19
11/7/19
Hardy and Harper, Inc.
Ph: (714) 444-1851
Add. 1 sent
1312 E Warner Ave
E: ablanchard@hardyandharper.com
10/29/19
6
Santa Ana, 92705
Add. 2 sent
Attn: Dana Leitch, A. Blanchard
File Sent?: ❑ No ® Yes, Date: 10/28/19
11/7/19
Prestige Paving
Ph: (951) 270-2999
Add. 1 sent
1054 Railroad St.
E: griffin@prestigecompany.net
10/29/19
7
Corona, CA 92882
Add. 2 sent
Attn: Griffin Christensen
File Sent?: ❑ No ® Yes, Date: 10/28/19
11/7/19
GMC Engineering
Ph: (714) 247-1040
m
Add. 1 sent
1401 Warner Ave Ste B
E: masha.chizhik@gmail.com
10/29/19
8
Tustin, CA 92780
Add. 2 sent
Attn: Masha Chizhik
File Sent?: ❑ No ® Yes, Date: 10/28/19
11/7/19
Ramona Construction
Ph: 805-827-0977
Add. 1 sent
120 E. Santa Maria St.
E: rnichael@rngrarniona.com
10/29/19
9
Santa Paula, CA 93060
File Sent?: ® No ® Yes, Date: 10/28/19
Add. 2 sent
Attn: Michael
11/7/19
2
Agreement No. 5844
3
Cedro Construction
Ph: 805-827-0977
Add. 1 sent
120 E. Santa Maria St.
E: cedroconstruction@outlook.com
10/29/19
10
Santa Paula, CA 93060
Add. 2 sent
Attn: Michael
File Sent?: ❑ No ® Yes, Date: 10/28/19
11/7/19
GRFCO, Inc.
Ph: (951) 657-8887
Add. 1 sent
PO Box 1747
E: grfcoinc@gmail.com
10/29/19
11
Brea, 92822
Add. 2 sent
Attn: Abbey Mendoza
File Sent?: ❑ No ® Yes, Date: 10/28/19
11/7/19
Already had plans by pre-bid job walk
Wright Construction Engineering
Ph: 760-599-3915
Add. 1 sent
Corp
E: jmerritt4wright@gmail.com
10/29/19
12
12625 S Santa Fe Ave.
Add. 2 sent
San Marcos, CA 92069
File Sent?: ❑ No ® Yes, Date: 10/28/19
11/7/19
Attn: Jason Merritt
All American Asphalt
( Ph: 951-736-7600
Add. 1 sent
400 E. 6th Street
E:
10/30/19
13
Corona, CA 92879
Add. 2 sent
Telephone :
File Sent?: ❑ No ® Yes, Date: 10/30/19
11/7/19
Attn: Kim Bird
GRBCON, Inc.
Ph: (626) 222-3809
Add. 1 sent
5114 Elton St.
E: bharper@grbcon.com
11/04/19
14
Baldwin Park, CA 91706
Add. 2 sent
Attn: Brett Harper
File Sent?: ❑ No ® Yes, Date: 11/04/19
11/7/19
Elecnor Belco Electric, Inc.
Ph: (951) 415-9714
Add. 1 sent
14320 Albers Way
E: melissa.ibarra@elecnor.es
11/05/19
15
Chino, CA 91710
Add. 2 sent
Attn: Melissa Ibarra
File Sent?: ❑ No ® Yes, Date: 11/05/19
11/7/19
Ph:
E:
16
File Sent?: ❑ No ❑ Yes, Date:
Attn:
Ph:
E:
17
File Sent?: ❑ No ❑ Yes, Date:
Attn:
Ph:
E:
18
File Sent?: ❑ No ❑ Yes, Date:
Attn:
3
Agreement No. 5844
FAITHFUL PERFORMANCE BOND
NALNI.,T AVENUE. DRALN- AGE AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
Bond No. 8258-47-22
Bond Fee: $1,196.00
PALP Inc. dba Excel Paving Company
("PRINCIPAL")
Federal Insurance Company ..................., a corporation
and,...d,r...................................... - - »_.,..
incorporated under the lags of the State of—Indiana and licensed by the State of
California to execrate bonds and undertakin,� as sole surety, as surety ("SURETY'), are held and
firmly bound punto the CITY OF EL SEGUNDO ("CITY") in the sang of Two hundred
seventeen thousand four hundred and 00/100 Dollars ($217.400.00)
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 theinselves, their successors, and assigns, jointly and severally, by this
instniment.
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, "'WALNUT AVENUE DRAINAGE AND
STREET IMPROVEMENT PRO.TECT, SPECEFICAI`IONS NO. PW I9-09, and the public
works contract executed with such Specifications. hi the case of any default in the performance
of the conditions and stipulations of this undertaking, it is meed that PRINCIPAL or SURETY
will apply the bond or any portion thereof, to the satisfactioia of any dainages, 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 19-09, 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. P'RINCIPAL'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 dome 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
I -E-1
Agreement No. 5844
materials on the Public project for a period of one (1) year following the Public project's
completion and acceptance by CITY.
4. This bond is conditioned upon andguarantees due compliance with all applicable
law including, without limitation, the El Segundo Municipal Code ("ESMC").
5. SUR TY, for value received, agrees that no changes, extensions of tinac,
alteration or modification of SPECIFICATIONS NO. PW 19-09 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 instraanent; 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
flus bond to do so;
W A certificate issued by the county cleric 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]
I -E-3
SIGN -ED AND SEALED this 7th day of ,,,February, ,,,
Agreement No. 5844
.-.11.11......., 20...20--.
PALP Inc. db Excel Paving Company
........:.........................................Feerel,..1.nswrance...c!1Pan.Y,.........,..............,..,w
.I1 AL's PRESIDENT SURIETY
dis P. Brown III President
1'111
MARCIA S. MILLER, CORP. SECRETARY
PRINCIPAL's MAILING ADDRESS:
I ougV- A. �i ,Attorney act..
SURETY's MAILING ADDRESS:
-PALP Inc, dba ExcelPay ng Company Federal Insurance Company
2230 Lemon Avenue 15 Fountain View Road
Long Beach, CA 9080 _ 1 111.- ------- ....... ..1 11. V................ ................ .
.. ................ ... ....,.... 1,,11,1. .. ,.......,.....................
1111
............
6 ren NJ 07059
War
NOTE: (1) AL,L signatures must be acknowledged by a notmy public.
Return one (1) original to City Cleric's Office.
(2) Bond shall be effective for otic (1) year after acceptance of the job.
I -E-3
Agreement No. 5844
Certificate pursuant to 995.640(a) Code of Civil Procedure
I,D6 AN C. L ACI , County Clerf of the Count
of Loa � Ar�t�lflfi +� , State of Cal ia, in and for said Count}
.�
DO HEREBY CERTIFY THAT
has a certificate of authority as an admitted surety, issue�bye liforrnle
Insurance Commissioner authorizing the insurer to transact surety insurance in
the State of California, and that based on the records shown in the 0enanment o`
Insurance website, that authority has not dean surrendered, revokeo c;anowed,
annulled, or suspended.
In Testimony Who f,a e re��r set my hand ono aroxeo me seal of
sold County on
C COUNTY CLERK
BY., - Deputy County Clerk
TODD TRAM
CALIFORNIA ALL-PURPOSE CERTIFICATE OF 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 validity of that document.
State of California
County of Los Angeles
On l before me, A. Henderson , Notary Public,
(Here insert name and title of the officer)
personally appeared Curtis P. Brown III and Marcia Miller
who proved to me on the basis of satisfactory eviderlcetyle person(s) whose liame(s� ° subscribed to
the within instrument and ac o ledged to lne that e/they executed the same in /their authorized
capacity(>es), and that by>g1 r/their sigtiature(s) on the instrument the person(s), of 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.
A. HENDERSON
fit NE S my hand and official seal. ' � COMM. #217o17617)
Notary Public -California L�
LOS ANGELES COUNTY y
rMy Conlin. ExpiresOct 31,2020,,,
(Notary Seal)
Signature ol" Notary Public M
ADDITIONAL OPTIONAL INFORMATION
DESCRIPTION OF THE ATTACHED DOCUMENT
_.............. ..
(Title or description of attached document)
(Title or description of attached document continued)
Number of Pages Document Date
._........ .................
(Additional information)
CAPACITY CLAIMED BY THE SIGNER
❑ Individual (s)
❑ Corporate Officer
(Title)
❑ Partner(s)
❑ Attorney -in -Fact
❑ Trustee(s)
❑ Other
INSTRUCTIONS FOR COMPLETING THIS FORM
Any acknowledgment completed in California must contain verbiage exactly as
appears above in the notary section or a separate acknowledgment form must be
proper4v completed and attached to that document. The only exception is if a
document is to be recorded outside of California. In such instances, any alternative
acknowledgment verbiage as may be printed on such a document so long as the
verbiage does not require the notary to do something that is illegal for a notary in
California (i.e. certifying the authorized capacity of the signer). Please check the
document carefullyforproper notarial wording and attach thisform ifreguired.
• State and County information must be the State and County where the document
signer(s) personally appeared before the notary public for acknowledgment.
• Date of notarization must be the date that the signer(s) personally appeared which
must also be the same date the acknowledgment is completed.
• The notary public must print his or her name as it appears within his or her
commission followed by a comma and then your title (notary public).
• Print the name(s) of document signer(s) who personally appear at the time of
notarization.
• Indicate the correct singular or plural forms by crossing off incorrect forms (i.e.
he/she/they,— is /are ) or circling the correct forms. Failure to correctly indicate this
information may lead to rejection of document recording.
• The notary seal impression must be clear and photographically reproducible.
Impression must not cover text or lines. If seal impression smudges, re -seal if a
sufficient area permits, otherwise complete a different acknowledgment form.
• Signature of the notary public must match the signature on file with the office of
the county clerk.
Additional information is not required but could help to ensure this
acknowledgment is not misused or attached to a different document.
Indicate title or type of attached document, number of pages and date.
Indicate the capacity claimed by the signer. If the claimed capacity is a
corporate officer, indicate the title (i.e. CEO, CFO, Secretary).
• Securely attach this document to the signed document
C 3004-2015 ProLink Signing Service, Inc — All Rights Reserved www TheProLink conn — Nationwide Notary Service
Agreement No. 5844
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
validity of that document.
State of California
County of Oranae
On February 7, 2020 before me, Debra Swansoq NptW Public
(insert name and title of the officer)
personally appeared Doualas A. Rapp ,
who proved to me on the basis of satisfactory evidence to be the person(*) whose name(*) ishm
subscribed to the within instrument and acknowledged to me that heAe*PO" executed the same in
his authorized capaci and that by his/I**W64*iosignature(4) on the instrument the
person f*, or the entity upon behalf of which the person(%) 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.
, 01P °, . DEBRA SWANSON
WITNESS my hand and official seal. Cn w COMM. # 2170759;0
m t NOTARY PUBLIC•CAUFORNIA
q✓,' ', ORANGE COUNTY
v q W MY COMM, EXP. NOV 10 2020
Signature (Seal)
A,gremnt No_ 5644
Chubb POWER Federal Insurance Company Attn: Surety Department
OF Vigilant Insurance Company 15 Mountain View Road
Surety ATTORNEY pacific Indemnity Company Warren, NJ 07059
Know All by These Presents, That FEDERAL INS'URAN'CE COMPANY, an Indiana corporation, VIGILANT INSURANCE
COMPANY„ a New York Corporation, and PACIFIC INDEMNITY COMPANY a Wisconsin corporation, do each hereby constitute and
appoint Douglas A. Rapp and Timothy D. Rapp of Aliso Viejo, Kalifornia-----__.,_—_ �_ ..... .... —
each as their true and lawful Attorney- in- Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety
thereon or otherwise, bonds and undertakings and other writings obligatory In the nature thereof (other than bail bonds) given or executed in the course of business, and any
instruments amending or a@ering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations.
In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested
these presents and affixed their corporate seals on this 16th day of December, 2011.
Kenneth C. V'Ventte , Assistant aecreiary Nords, Jr., Voce President
STATE OF NEW JERSEY'
ss.
County of Somerset
On this 16th day of December, 2011 before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me
known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which
executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly swum, did depose and say that he is Assistant Secretary of FEDERAL
INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the
foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By- Laws of said Companies; and that he signed said Power of Attorney as
Assistant Secretary of said Companies by like authority, and that he is acquainted with David B. Norris, Jr., and knows him to be Vice President of said Companies; and that the
signature of David B. Noris, Jr., subscribed to said Power of Attorney is in the genuine handwriting of David B. Norris, Jr., and was thereto subscribed by authority of said By -
Laws and in deponent's presence.
Notarial Seal KATHERINE J ADE AAR
NOTARY PUBLIC OF NEW al`RSM
�Y �'l tSt59S —
� �� lwr. 22retL .Itl1ly 1-1. 201 4
PUS
Notaryy Public
CERTIFICATION
Extractfrom the By- Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY:
'All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the
President or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The
signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman, President, any Vice President, any
Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any
certificate relating thereto appointing Assistant Secretaries or Attorneys- in- Fact for purposes only of executing and attesting bonds and undertakings and other
writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding
upon the Company and any such power so executed and -certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company
with respect to any bond or undertaking to which it is attached.'
I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY
(the'Companies' do hereby certify that
(i) the foregoing extract of the By- Laws of the Companies is true and correct,
(ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are
authorized by the U.S. Treasury Department; further, Federal and Vigilant are licensed In Puerto Rico and the U.S. Virgin Islands, and Federal is licensed in
American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island; and
(iii) the foregoing Power of Attorney is true, correct and in full force and effect.
Given under my hand and seals of said Companies at Warren, NJ this 7th day of February, 2020.
IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER
MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903- 3493 Fax (908) 903- 3656
e-mail: surety(chubb.com
Form 15-10- 02256- U (Ed. 5- 03) CONSENT
Agreement No. 5844
LABOR AND MATERL4JS BOND
WA.LNU,.f AVENUE i31L4.1:NAGE AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
Bond No. 8258-47-22
Bond Fee: Included in Performance Bond
NPALP Inc. Excel Paving..Company.......................................................................... as principal
("pII.INC'IpAI' ,,) and Federal InsuranceCompany
.
corporation
a
.incorporated under the laws of the State of Indiana _--__-and licensed by the State
of Californi a to execute bonds and undertakings as sole surety, as surety ("S URETY"), are held
and fiery bound unto the CITY OF EL SEGUNDO ("CITY") in the suMof 1wohundred
,;Pventeen thousand tour hundred and 00/100 Collars ($217,400,00
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 PRIN'CIPAL'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 WALNUT AVENUE
DRAINAGE AND STREET IMPROVEMENT PROJECT, SPECIFICATIONS NO. PW
19-09 ("Public Project"), the public works contract executed for such Public Project, and for all
worm or labor of any kind performed for the Public Project. In the case of any default in the
performance of the conditions and stipulations ofthis 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 19-09, and the public works contract executed for such
Specifications, copies ofwhich is on file with CITY's Engineering Division ("Public Project").
Such performance will be in accordance with CITY's plans and profiles (CITY DRAWING
FILE NO. ), Which are made a part of this bond when said plans and profiles are
approved by the City Council and tiled with CITY's Engineering Division.
2. PRINCIPAL will pay all contractors, subcontractors, and persons renting
equipment.
PRINCIPAL will pay for all materials and other supplies, for equipment used in,
I -F-1
Agreement No. 5844
on, for or about the performance of the Public Projeci and will pay for all work and labor
thereon.
4. This bond is conditioned upon and guarantees clue compliance with all applicable
law including, without Jimitation, the El Segundo Municipal Code ("ESMC").
5. STJRriTY, for value received, agrees that no changes, extensions of time,
alteration or modification of SPECIFICATIONS NO. PW 19-09, 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 incoiporated 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 cleric for the county in which SURETY's
representative is located conforming with California Code of Civil Procedure
§ 995.640 and stating that SU ETY's certificate of authority has not been
surrendered, revolted, 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,
PR.INCIPAL's obligation will be void upon the acceptance of the performance by CITY;
otherwise this obligation wilt remain in full force and effect.
[SIGNATURES ON FOLLOWING PAGE]
I -F-2
Agreement No. 5844
SIGN -ED AND SEALED this 7th day of ....February ............. ...... ............... 2020
PALP Inc.,*,a Excel Paving Company
............................ Fede'ra,lI.n.s.u.ra,nc.e..C.o.mp.?!!Iy
. .. .. ... ... .......
... CIP'AL""s, .... P ..,.°°
. R�' ' E.............................:............................F
, S** IDE NT SURETY
Curtis R Brown III President
. .... ..... -Y . .. ...... ....
uglas A. �ap
-ER., CORP. SECRETARY Do �4 p, At-�6 ��Wwywrki ........................
PRINCIPAL's MAILING ADDRESS: SURETY's MAILING ADDRESS:
PALP Inc. dba Excel Paving Company qM.Aqy Federal Insurance Company
............. 11-1-111.1 .... ....... ... I ... ......
2230 Lemon Avenue 15 Mountain View Road
..... ...... . . ... ... ... ...... .............................................. * .. ......... ...... . .... ..........................
„Long,Beach06 Warren, NJ 07059
.......m ........ .... .. - ---1- -""- ....... —11-- --- .......
NOTE: (1) ALL signatures must be acknowledged by a notary public.
Retuni one (1) original to City Clerk's Office.
(12) Bond shall be effective for one (1) year after acceptance of the job.
I -E-3
Agreement No. 5844
Cwtiflcate pursuant to 995.640(a) Code of Civil Proceaure
1, CD'EAN C. LOGAN , County Clerk of the County
Of „ State of Califomia, in and for said County=
00 HEREBY CERTIFY THAT
has a certificate � u aa�°�
an admitted sur issbed b e California
�' �Y y
Insurance Commissioner authortzing the insurer to transact surety insurance in
the State of California, and that based on the records shown in the Ueparunent o=
Insurance website, that authority has not been surrendered, revokeo, canceled,
annulled, or suspended.
In Testimay t'l/d"rr d";1 a hereunto set my hand and affixed the seal of
aaid County on
ML
Ut"t C 413"N'. COUNTY CLERK
8Y: f Deputy County Clerk
TODD TRAN
._.._.
.�» ... —
CALIFORNIA ALL-PURPOSE CERTIFICATE OF 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 validity of that document.
State of California
County of Los Angeles
On 4 O before me, A. Henderson Notary Public,
(Here insets name and title of the officer)
personally appeared Curtis P. Brown III and Marcia Miller _
who proved to me on the basis of satisfactory evidence to b the person(s) whose names re subscribed to
the within histrument and a rer/ti
ledged to me that e elthey executed the same in l °,I etheir authorized
capacity(ies), and that by Is it signature(s) on t ie 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.
WL
E "S my hand and official seal.
"igmt0.nre of Notary Public
A HENDERSON
COMM. #2170176 M
Notary Public -California re LOS ANGELES COUNTY u
•ford , ,A
(Notary Seal) My Comm. Expires Oct 31, 2020
ADDITIONAL OPTIONAL INFORMATION
DESCRIPTION OF THE ATTACHED DOCUMENT
(Title or description of attached document)
(Title or description of attached document continued)
Number of Pages Document Date
(Additional information)
CAPACITY CLAIMED BY THE SIGNER
❑ Individual (s)
❑ Corporate Officer
(Title)
❑ Partner(s)
❑ Attorney -in -Fact
❑ Trustee(s)
❑ Other
1.7
INSTRUCTIONS FOR COMPLETING THIS FORM
Any acknowledgment completed in California must contain verbiage exactly as
appears above in the notary section or a separate acknowledgment form must be
properly completed and attached to that document. The only exception is if a
document is to be recorded outside of California In such instances, any alternative
acknowledgment verbiage as may be printed on such a document so long as the
verbiage does not require the notary to do something that is illegal for a notary in
California (i.e. certifying the authorized capacity of the signer). Please check the
document carefully for proper notarial wording and attach this form if required.
• State and County information must be the State and County where the document
signer(s) personally appeared before the notary public for acknowledgment.
• Date of notarization must be the date that the signer(s) personally appeared which
must also be the same date the acknowledgment is completed.
• The notary public must print his or her name as it appears within his or her
commission followed by a comma and then your title (notary public).
• Print the name(s) of document signer(s) who personally appear at the time of
notarization.
• Indicate the correct singular or plural forms by crossing off incorrect forms (i.e.
he/she/tlrey; is /are ) or circling the correct forms. Failure to correctly indicate this
information may lead to rejection of document recording.
• The notary seal impression must be clear and photographically reproducible.
Impression must not cover text or lines. If seal impression smudges, re -seal if a
sufficient area pennits, otherwise complete a different acknowledgment form.
• Signature of the notary public must match the signature on file with the office of
the county clerk.
Additional information is not required but could help to ensure this
acknowledgment is not misused or attached to a different document.
Indicate title or type of attached document, number of pages and date.
Indicate the capacity claimed by the signer. If the claimed capacity is a
corporate officer, indicate the title (i.e. CEO, CFO, Secretary).
• Securely attach this document to the signed document
C 2004-2015 ProLink Signing Service, Inc, —All Rights Reserved www,TheProLink cam —Nationwide Notary Service
Agreement No. 5844
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
validity of that document.
State of California
County of Oranae
On February 7, 2020 before me, Debra $vanson. Notary Public
(insert name and title of the officer)
personally appeared Doucilas A. Rapp ,
who proved to me on the basis of satisfactory evidence to be the person(*) whose name(*) ismm
subscribed to the within instrument and acknowledged to me that he erg" executed the same in
hist r authorized capaci and that by his/signature(*) on the Instrument the
person(o, or the entity upon behalf of which the person(#) 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 my hand and official seal. Cy ���„, ;.'�,* DEBRA SWANSON
COMM. # 2170759 ;0
a� • NOTARY PUBLIC -CALIFORNIA X
TM ORANGE COUNTY N
YNOV10, 202� �y
MY COMM.COMMw EXP. N 0 � .
Signature �..� i k (Seal)
Chubb POWER Federal Insurance Company 'n: 6i%' epai Went
OF Vigilant Insurance Company 15 Mountain View Road
Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07059
Know All by These Prevents, That FEDERAL, INSURANCE COMPANY„ an Indiana corporation, VIGILANT INSURANCE
COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY a Wisconsin corporation, do each hereby constitute and
appoint Douglas A. Rapp and Timothy D. Rapp of Aliso Vlejo,
each as their true and lawful Attorney- in- Fact to execute under such designation in their names and to affix their corporate seals to and deliver for and on their behalf as surety
thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business, and any
instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations.
In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY„ and PACIFIC INDEMNITY COMPANY have each executed and attested
these presents and affixed their corporate seals on this 16th day of December, 2011.
< , "�)
Kenneth C. Wendel, Assistant Secretary -Dood"i5, fJonris, Jr, Vice President
STATE OF NEW JERSEY
County of Somerset ss.
On this 16th day of December, 2011 before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me
known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which
executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly sworn, did depose and say that he Is Assistant Secretary of FEDERAL
INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the
foregoing Power of Attorney are such corporate seals and were thereto affixed by authority of the By- Laws of said Companies; and that he signed said Power of Attorney as
Assistant Secretary of said Companies by like authority, and that he is acquainted with David B. Norris, Jr., and knows him to be Vice President of said Companies; and that the
signature of David B. Norris, Jr., subscribed to said Power of Attorney is in the genuine handwriting of David B. Norris, Jr., and was thereto subscribed by authority of said By -
Laws and in deponent's presence.
Notarial Seal KATHERINE J. ADEIJAI
h� NOTARY Tit' PUBLIC 16 85 xN Irt Ft
N01. �0*, 2316685
P S � Elpifslt July 14, 2014 �
Notary Public
CERTIFICATION
Extract from the By- Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY:
'All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the
President or a Vice President or an Assistant Vice President, jointly with the Secretary or an Assistant Secretary, under their respective designations. The
signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers: Chairman, President, any Vice President, any
Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any
certificate relating thereto appointing Assistant Secretaries or Attorneys- in- Fact for purposes only of executing and attesting bonds and undertakings and other
writings obligatory In the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding
upon the Company and any such power so executed and:certined by such facsimile signature and facsimile seal shall be valid and binding upon the Company
with respect to any bond or undertaking to which it is attached.'
I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY
(the "Companies' do hereby certify that
(i) the foregoing extract of the By- Laws of the Companies Is true and correct,
(ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are
authorized by the U.S. Treasury Department; further, Federal and Vigilant are licensed In Puerto Rico and the U.S. Virgin Islands, and Federal is licensed in
American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island; and
(iii) the foregoing Power of Attorney is true, correct and in full force and effect.
Given under my hand and seals of said Companies at Warren, NJ this 7th day of February, 2020.
IMkINPMrr . ua N" °W #
Kenneth C. We el, Assistant Secretary
IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER
MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903- 3493 Fax (908) 903- 3656
e-mail: suretwgohubb.com
Form 15-10- 02258- U (Ed. 5- 03) CONSENT
Agreement No. 5844
CONTRACT DOCUMENTS
PLANS & SPECIFICATIONS
FOR
WALNUT AVENUE .DRAINAGE
AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
350 MAIN STREET
EL SEGUNDO, CA 90245
310-524-2300
http://www.elsegundo.org/depts/works/bids rfps.asp
htt :HvAvw.eIses undo.ori/depts/works/oroiect request_ contact form.asp
MANDATORY PRE-BID MEETING MONDAY, OCTOBER 28, 2019
AT 10:00 AM
IN CITY HALL COUNCIL CHAMBERS
350 MAIN STREET
EL SEGUNDO, CA 90245
BIDS DUE TUESDAY, NOVEMBER. 5, 2019 AT 11:00 AM
Agreement No. 5844
BIDS WILL BE RECEIVED
UP TO THE HOUR
OF 11:00 A.M.
TUESDAY, NOVEMBER 5, 2019
IN THE
OFFICE OF THE CITY CLERK
CITY HALL
350 MAIN STREET
EL SEGUNDO, CALIFORNIA 90245
AT WHICH TIME THEY WILL BE
PUBLICLY OPENED
2
Agreement No. 5844
SPECIAL INSTRUCTIONS TO CONTRACTORS
Contractors are required to review section 7-3 of the STANDARD SPECIFICATIONS,
pages II -B-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 permits will be issued on a "no -fee" basis.
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.
Agreement No. 5844
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
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-6
I -C-1 TO C-17
I -C-1
I -C-3
I -C-3
I -C-4
I -C-6
I -C-7
I -C-8
I -C-9
I -C-10
I -C-11
I -C-34
I -C-15
I -C-16
I -D-1 TO D-5
I -E-1 TO E-3
F. MATERIAL AND LABOR BOND I -F -I TO F-3
Agreement No. 5844
SECTION II — GENERAL REQUIREMENTS PAGE
A. GENERAL SPECIFICATIONS II -A -I 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
1-2
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. STANDARD SPECIFICATIONS 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 -13-3
2-1.2 OWNERSHIP AND USE OF CONTRACT
II -B-3
DOCUMENTS
2-3
SUBCONTRACTS
II -13-3
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 -13-5
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 -13-6
2-9.3 SURVEY SERVICE
II -B-6
2-9.3.1 CONSTRUCTION SURVEYING
II -B-6
2-9.3.2 MEASUREMENT AND PAYMENT
II -B-7
3-3.2.2 BASIS FOR ESTABLISHING COSTS
II -13-7
3-3.2.3 MARK UP
II -B-7
f
Agreement No. 5844
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
PAGE
II -B-8
II -B-8
II -B-9
II -B-9
II -B-9
II -B-10
II -B-12
II -B-12
II -B-13
II -B-14
II -B-14
II -B-14
II -B-14
II -B-15
II -B-15
II -B-15
II -B-16
II -B-16
II -B-16
II -B-16
II -B-17
II -B-17
II -B-17
II -B-18
II -B-18
II -B-18
II -B-18
II -B-18
II -B-19
Agreement No. 5844
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
II -B-20
II -B-21
II -B-21
II -B-21
II -B-22
II -B-22
II -B-22
II -B-22
II -B-23
II -B-23
II -B-24
II -B-24
II -B-24
II -B-27
II -B-28
II -B-28
II -B-28
II -B-28
II -B-28
II -B-29
II -B-30
II -B-30
II -B-30
II -B-31
II -B-31
II -B-32
II -B-33
II -B-34
II -B-34
Agreement No. 5844
SECTION III - SPECIAL PROVISIONS PAGE
1-0 GENERAL SCOPE, TIME FOR COMPLETION
v
AND LOCATION OF WORK
III -A-1
2-0.
NOTIFICATIONS
III -A-2
3-0.
STANDARDS
III -A-3
4-0.
EXAMINATION OF JOB SITE
III -A-3
5-0.
INSPECTION
III -A-3
6-0.
USE OF PRIVATE PROPERTY
III -A-3
7-0.
STORAGE OF MATERIALS AND EQUIPMENT
III -A-4
8-0.
CENTERLINE TIES
III -A-4
9-0.
QUALITY ASSURANCE
III -A-4
SECTION IV
- MEASUREMENT AND PAYMENT
PAGE
1-0.
GENERAL
IV -A-1
2-0.
BID ITEMS
IV -A-1
3-0.
PAYMENT OF ANY CHANGE ORDERS
IV -A-3
4-0.
PROGRESS PAYMENT
IV -A-4
SECTION V
- TECHNICAL SPECIFICATIONS
PAGE
14
MOBILIZATION
V -A-1
24
NOTIFICATION
V -A-2
34
TRASH PICKUP, STREET SWEEPING, AND
V -A-2
MAIL DELIVERIES
4-0.
STORM DRAIN PROTECTION
V -A-3
5-0.
EXCAVATION
V -A-3
6-0.
REMOVAL OF EXISTING CONCRETE
V -A-3
7-0.
REPLACEMENT OF DAMAGE TO EXISTING
V -A-4
FACILITIES
8-0,
REPLACE CURB ONLY OR REPLACE
V -A-4
CURB AND GUTTER
9-0.
REPLACE SIDEWALK
V -A-5
10-0.
REPLACE DRIVEWAY APPROACH
V -A-5
11-0.
REPLACE ADA RAMPS
V -A-6
12-0.
WASHING OF CONCRETE TRANSIT MIXERS
V -A-7
13-0.
CUT TREE ROOTS
V -A-7
14-0.
ASPHALT SLOT PAVING
V -A-7
15-0.
SURFACE RESTORATION
V -A-8
16-0.
STRIPING
V -A-8
17-0.
TRAFFIC CONTROL
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Agreement No. 5844
SECTION VI - APPENDICES
1. CITY MAP
2. TYPICAL NO PARKING SIGN— EL SEGUNDO STANDARD ST -18
3. CENTERLINE TIE INFORMATION
4. AS -BUILT LATERAL 1C AND RELATED PLANS
5. PROJECT PLANS
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Agreement No. 5844
NOTICE INVITING SEALED BIDS
FOR THE
WALNUT AVENUE DRAINAGE
AND STREET IMPROVEMENT PROJECT
IN THE CITY OF EL SEGUNDO
PROJECT NO.: PW 19-09
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, NOVEMBER 5, 2019
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 demolition, potholing, surveying, as well as the installation of, complete -in-
place, a new catchbasin, reinforced 18 -inch -diameter concrete pipe, and a six -foot -wide
longitudinal gutter. The project will also require removal and replacement of driveway
approaches, an alley approach, curb and gutter, and asphalt pavement, as well as other
improvements as specified on the bid schedule on the 500 block of East Walnut Avenue as
shown on the plans on file with the City's Public Works Department.
Work on the Project must be performed in strict conformity with Specifications No. PW 19-09 as
adopted by the El Segundo City Council on October 15, 2019 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 http://www.elsegundo.org/depts/works/project_request_Contact_form.asp
A MANDATORY pre-bid meeting is scheduled for Monday, October 28, 2019, at 10:00 AM
beginning in the City Hall Council Chambers at 350 Main St., El Segundo, CA 90245.
Failure to attend the mandatory meeting will disqualify your bid. All questions regarding the
project are due to http://www.elsegundo.org/depts/works/project_request_contact_form.asp
by Tuesday, October 29, 2019, at 4:00 pm.
The terms and conditions for bidding on the Project are described in the attached Bidding
Instructions.
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Agreement No. 5844
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 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
Executive 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.
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.
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
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Agreement No. 5844
envelope plainly marked on the outside:
WALNUT AVENUE DRAINAGE
AND STREET IMPROVEMENT PROJECT
"SEALED BIDS FOR PROJECT NO.: PW 19-09
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-34". 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 duty executed by the
appropriate officer(s) of the City of El Segundo.
DATED this day of 2019
CITY OF EL SEGUNDO, CALIFORNIA
. . . . ......... "
Tracy Weaver, City Clerk
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Agreement No. 5844
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 the
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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/Public-Works/SB854.html
3. 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:
11 tt D://wv,,w,e I see u ndo or2/dents/works/L uest contact forni,ast).
Responses to all questions will be provided in writing to all Bidders in
accordance with the schedule below. We will not identify companies or
individuals that pose questions. Potential bidders must not call City of El
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Agreement No. 5844
Segundo employees to discuss potential projects or ask questions regarding
the bid.
Questions Due by 4:00 pm, October 29
Questions Answered by October 31
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.
5. 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.
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Agreement No. 5844
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 deemed to have not
complied with the requirements of the Bidding Documents and its Bid will be rejected.
9. 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 Disqualifications"
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
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Agreement No. 5844
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 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
Agreement No. 5844
and address, and identify the Project for which the Bid is submitted, as follows:
"SEALED BIDS FOR PW 19-09: WALNUT AVENUE DRAINAGE AND
STREET IMPROVEMENT PROJECT. DO 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
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
Agreement No. 5844
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.
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
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Agreement No. 5844
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 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.
14.7 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.
14.8 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 B idding 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.
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Agreement No. 5844
PROPOSAL
FOR THE
WALNUT AVENUE DRAINAGE
AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
Date 2Q
CompanyName.
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 effect 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.
Agreement No. 5844
I+,OUAL 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 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.
NONCOLLUSION 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
BID SCHEDULE
WALNUT AVENUE DRAINAGE
AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
Company Name:
Agreement No. 5844
BASE BID ITEMS
Item
Unit Price
Total
No.
Description
Qty Unit M
Mobilization/Demobilization including traffic
I
control (not to exceed 5% maximum of Total
I LS
Base Bid)
2
Utility potholing
12 EA
3
Furnish and install catchbasin including local
depression per plan
I LS
Furnish and install 18 -inch RCP storm drain
4
per plans, and associated sawcutting, shoring,
utility blanket protection, and trench
375 LF
resurfacing per City Std. Dwg. WT- I I
5
Furnish and install 18 -inch -RCP -to -existing
catch basin connection per SPPWC 308-2
I EA
6
Install 6' -wide longitudinal gutter across
Walnut Avenue
198 SF
7
Remove and replace 6" -thick driveway
approach and install 18" -wide gutter
232 SF
8
Remove and replace 6" -thick alley approach
and install 18" -wide gutter
100 SF
9
Sawcut and replace existing pavement, not
including paving already a part of Item 4
1,612 SF
Alternative Bid Items (Determined by the City on an as -needed
basis)
Coordinate with other agencies for unforeseen '
I
10
utility relocations in conflict with the
I LS
proposed storm drain
11
Remove ex. curb and replace with curb and
I
. .............. . . . . .
18" -wide gutter
257 LF
TOTAL BID
TOTAL BID WRITTEN IN WORDS:
..........
I -C-4
Agreement No. 5844
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-5
Agreement No. 5844
THIS PAGE LEFT BLANK
I -C-6
Agreement No. 5844
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.)
If corporation, State of Incorporation (i.e., California)
. . .........
Business
Address
Telephone No.
Facsimile No.
State Contractor's License No. and Class DIR#
State License Original Date Issued . .... i-"- Expiration Date
The following are the names, titles, email addresses, 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 DBA's, aliases, and/or fictitious business names for any principal having
an interest in this proposal are as follows:
I -C-7
BIDDER'S INFORMATION (CONTINUED)
Company Name:
Agreement No. 5844
Bidder shall list the name of the person who attended the mandatory pre-bid job walk:
Name:
Title:
I -C-8
Agreement No. 5844
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-9
Agreement No. 5844
PROPOSAL GUARANTEE
BID BOND
WALNUT AVENUE DRAINAGE
AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
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 , 20
BIDDER*
SURETY*
Subscribed and sworn to this _ day of 201
NOTARY PUBLIC
*Provide BIDDER/SURETY name, title, address and telephone number and the name, title,
address and telephone number for authorized representative.
I -c- 10
Agreement No. 5844
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
(insert City and State where Declaration signed).
Signature
Typed Name
Title
Company Name
Agreement No. 5844
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 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 agent thereof to effectuate a
collusive or sham bid.
Signature
Typed Name
Title
I -C- 12
Name of Bidder/Company Name
Date
Agreement No. 5844
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- 13
DESIGNATION OF SUBCONTRACTORS
WALNUT AVENUE DRAINAGE
AND STREET IMPROVEMENTS PROJECT
PROJECT NO.: PW 19-09
Company Name:
Agreement No. 5844
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.
__.__..._ __.. -_......._....._..mm
Subcontractor's
Contractor Description of
License No., & Portion of
Name of DIR Work Estimated
Subcontractor Address Registration No. Subcontracted $ Amount
...._..._ ,,....._ �. ,�� ____.....- __............-- - _ ___ ,.._..................... ww�ra..�������
(Number and Street) (CSLB #)
...................
(City, Zip Code) (DIR #)
II........ _...
I �
(Make copies of this page if additional space is needed)
Signature of Bidder Date
I -C-14
Agreement No. 5844
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?
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Agreement No. 5844
3. 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-16
Agreement No. 5844
5. 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-17
Agreement No. 5844
BIDDER'S STATEMENT OF
PAST CONTRACT DISQUALIFICATIONS
WALNUT AVENUE DRAINAGE
AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
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:
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 ❑ No ❑
Bidder's Signature
Name (Please Print)
1-c- 18
Agreement No. 5844
INSURANCE REQUIREMENTS
[MUST BE SUBMITTED WITH PROJECT PROPOSAL]
WALNUT AVE DRAINAGE AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
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:
Tyne 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 Cal i fornia 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-19
Bidder's Signature
Agreement No. 5844
END PROPOSAL SECTION
I -C-20
Agreement No. 5844
PUBLIC WORKS CONTRACT
BETWEEN
THE CITY OF EL SEGUNDO AND
[CONTRACTOR]
WALNUT AVE DRAINAGE AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
This CONTRACT is entered into this day of .20 1
by and between the CITY OF EL SEGUNDO, a general law city and municipal corporation
("the City") and
, ("the Contractor").
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.
I -D-1
Agreement No. 5844
3. TIME FOR PERFORMANCE.
A. The Contractor will fully complete the Work within fifty (50) working days (the
"Contract Time.")
B. The Contract Time will commence when the City issues allotice 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
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.
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.
I -D-2
Agreement No. 5844
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 Citv The Contractor
Lifan Xu
City Engineer
City of El Segundo
350 Main Street,
El Segundo, CA 90245
(310) 524-2368
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.
Im
Agreement No. 5844
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. 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.
I -D-4
Agreement No. 5844
IN WITNESS WHEREOF the parties hereto have executed this contract the day and
year first hereinabove written.
CITY OF EL SEGUNDO
Scott Mitnick
City Manager
ATTEST:
Tracy Weaver,
City Clerk
APPROVED AS TO FORM:
MARK D. HENSLEY, City Attorney
David H. King,
Assistant City Attorney
Insurance Reviewed by:
I -D-5
Taxpayer ID No.
Contractor State
License No.:
Contractor City Business
License No.:
Agreement No. 5844
FAITHFUL PERFORMANCE BOND
WALNUT AVENUE DRAINAGE AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
Bond No.
Bond Fee:
("PRINCIPAL")
and
, 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, WALNUT AVENUE DRAINAGE AND
STREET IMPROVEMENT PROJECT, SPECIFICATIONS NO. PW 19-09, 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 19-09, 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
I -E- I
Agreement No. 5844
materials on the Public Project for a period of one (1) year following the Public Project's
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 (`SSMC").
5. SURETY, for value received, agrees that no changes, extensions of time,
alteration or modification of SPECIFICATIONS NO. PW 19-09 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]
I -E-2
SIGNED AND SEALED this day of
PRINCIPAL's PRESIDENT
PRINCIPAL'S SECRETARY
Agreement No. 5844
,20
SURETY's PRESIDENT
SURETY's SECRETARY
PRINCIPAL'S MAILING ADDRESS: 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.
I -E-3
Agreement No. 5844
LABOR AND MATERIALS BOND
WALNUT AVENUE DRAINAGE AND STREET IMPROVEMENT PROJECT
PROJECT NO.: PW 19-09
Bond No.
Bond Fee:
. as principal
("PRINCIPAL") and ? 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.
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 WALNUT AVENUE
DRAINAGE AND STREET IMPROVEMENT PROJECT, SPECIFICATIONS NO. PW
19-09 ("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 ofthe conditions and stipulations of this Lxndertaking, 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 19-09, 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 (CITY DRAWING
FILE NO. ), 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.
3. PRINCIPAL will pay for all materials and other supplies, for equipment used in,
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Agreement No. 5844
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 19-09, 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 remain in full force and effect.
[SIGNATURES ON FOLLOWING PAGE]
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SIGNED AND SEALED this day of
PRINCIPAL'S PRESIDENT
PRINCIPAL'S SECRETARY
PRINCIPAL'S MAILING ADDRESS:
Agreement No. 5844
,20
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. 5844
SECTION 11 - GENERAL REOUIREMENTS
CITY OF EL SEGUNDO
PUBLIC WORKS DEPARTMENT
GENERAL SPECIFICATIONS
1. REGISIRA'NON 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. ENTERGE�-'NCY INFORMA'FION
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. FURNISliING OF WA'rER
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 2V2"
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. CALII�"ORNI,,\-OCCt.JPA'I"IONAI,SAFE'I'Y&IIEAI,,']'I-IADN/IINIS'T'RA'1'10N
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. 5844
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 POLIA)TION 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. 5844
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 NLJMBERING OF SECTIONS
The numbering contained within the Standard Specifications of the Contract Documents
is intended to correspond with Greenbook numbering.
0-3 MODIFICATIONS
To the extent that the provisions of the Contract Documents conflict with the Greenbook,
the Contract Documents take precedence.
1-2 DEFINITIONS
The following subsection is added to Subsection 1-2 of the Greenbook.
1-2.1 ADDITIONAL D1.11'CNITIONS
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.
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Agreement No. 5844
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.
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.
Greenbook — The most recent edition of the Standard Specifications for Public Works
Construction.
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 A13BREVIN IONS
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
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Agreement No. 5844
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
The following subsections 2-1.1 and 2-1.2 are added to the Greenbook.
2-1.1 ACCESS "O PRO.IEC"I' S11"E
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 O\ArNERSI IIP AN[) N...&SE OF CONTRACT DOC1v, MENTS.
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
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Agreement No. 5844
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.
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 CONTRACTBONDS
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
Agreement No. 5844
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.
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.
3. 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 DOCUMENTS
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
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Agreement No. 5844
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
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 WORE. 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 SERVIC.I:
2-9.3.1 CONSTRL)CTION SURVEYING
The Contractor will provide for all construction surveying required to layout, monitor
Agreement No. 5844
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 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 M1-`.AStJRE 'IEN*F 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 ESTABLISIIING 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
Agreement No. 5844
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
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.
3-3.3 DAILY REPORTS BY CONTRAC`I"+DIS
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-C1IANGED 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;
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
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Agreement No. 5844
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.
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.
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.
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 R1" MIREMEN"I'S
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
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Agreement No. 5844
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 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.
4-1.3.2 INSPECTION DF MATERIALS NOT PRODUCED LOCALLY
Contractor purchased materials, fabricated items, and equipment, produced at sources
located more than 50 miles outside the corporate limits of the City, and which are
specified to be inspected in the Contract Documents, will be inspected by inspectors or
testing laboratories arranged for and paid for by City. Report of such inspection must be
submitted to the City. If any item inspected fails to meet the specified criteria, the
Contractor will pay all costs for reinspection, and such costs may be deducted from
payments due to the Contractor.
4-1.6 °rR.ADE SANIES ink E 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
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Agreement No. 5844
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.
0 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.
5-2 PROTECTION
The following subsection is added to Subsection 5-2 of the Greenbook.
5-2.1 INCORRECT LOCATION OF UTILITIES,
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 UT11,11"Y 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.
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Agreement No. 5844
5-5.1 C:AI,CIJLA"1"INO 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).
6-1 CONS"FRUCTION 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.
Pre-Coiistrtrction 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 SCFIEDULE
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.
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Agreement No. 5844
6-1.3 EFFECT t:, CON'TRACT SC11EDl_ll..F
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,
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.
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Agreement No. 5844
6-1.4 COMMENCEMENT CF COMRAC"I'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 DEFAUL'I" BY CONTRACTOR
The language in subsection 6-4 is deleted in its entirety and replaced with the following
subsections.
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.
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Agreement No. 5844
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 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 DIrL ,YS AND EXTENSIONS OF 'HIVIE
Subsections 6-6.1 to 6-6.4 are deleted 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.
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Agreement No. 5844
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 TIME
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.
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 WRI,TTI N 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 -6pm. It is closed every other Friday
and the following holidays:
New Year's Day
Martin Luther King, Jr. Day
President's Day
Memorial Day
Independence Day
Labor Day
Veterans' Day
Thanksgiving
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Agreement No. 5844
Christmas Eve
Christmas
New Year's Eve
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 ")EEKEND AND UIOLIDAY WORK
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 I 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 GFNERAL, G(JARANTY
The Contractor will remedy any defects in the work and pay for any damage to other
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Agreement No. 5844
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.
6-9 LlMIDATED DAMAGES
Subsection 6-9, Liquidated Damages, of the Greenbook is deleted in its entirety and
replaced by the following subsections.
6-9.1 FAILURETO CO'MPLE"11 WORK O.N 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 PROCEDtJRE
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
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Agreement No. 5844
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.
6-11.2 FORM
A Claim must include the following:
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.
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.
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Agreement No. 5844
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
documentation demonstrating the Contractor's entitlement to such an adjustment.
8. A personal certification from the Contractor that reads as follows:
1, , 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 SLJBM1TTl=D 1`0 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 Pl ERI OLJISITE TO O`1" 1IER 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.
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Agreement No. 5844
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 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 N4EDIATION
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.
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Agreement No. 5844
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.
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 ARBITRA"PION 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 SfJPI"RIOR CO()RT: WAIVED OF JURYTRIAL
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.
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Agreement No. 5844
6-11.11 AB 626 CLAf NIS 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:
(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 them wages. It will be the Contractor's responsibility to obtain copies of the
prevailing rate of per them 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
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Agreement No. 5844
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
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 01" WAGES PAID: INSPIX"110N
Every Contractor and subcontractor will keep an accurate certified payroll records
showing the name, occupation, and the actual per them 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
ISO FORM
CL 00 02 01 85 or 88
CA 00 01 01 87
0•1
COMBINED
SINGLE
LIMIT
$2,000,000
$1,000,000
Workers' Compensation
Agreement No. 5844
Statutory
Contractor will provide endorsements or other proof of coverage for contractual liability.
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
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Agreement No. 5844
will not be suspended, voided, cancelled by either party, reduced in coverage or in limits
except after thirty (30) days written notice by certified mail, return receipt requested, has
been given to:
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 1185, 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
Best's 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.
Agreement No. 5844
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.
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 INDEM IFICA"1` ON 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
II -B-27
Agreement No. 5844
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.
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.
These permits will be issued on a "no -fee" basis. However, 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 C,l.,EAN1.,1;1' AND DUST' (`ON'FROI...
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.
II -B-28
Agreement No. 5844
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.
(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 -
grade 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 13ROTECTION AND RESTORATION OF' EXISTING Ifv'iPROV"EN'lENTS
Section 7-9 is supplemented by the following additional requirements:
Where existing traffic striping, pavement markings, and curb markings are damaged or
II -B-29
Agreement No. 5844
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.
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 AND SAFETY
Section 7-10 is supplemented by the following additional requirements:
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 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 11 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 S"TREl',.T 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
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Agreement No. 5844
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.
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 TtiE pI.IBLIC
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.
Il -B-31
Agreement No. 5844
7-15 HAZARDOUS US 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
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 WORK
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 frill 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.
II -B-32
Agreement No. 5844
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
attributable to each component.
This schedule will be the basis for progress payments for the lump sum work.
9-3.2 PAR"FIAI. 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 (3 5) 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.
II -B-33
Agreement No. 5844
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.
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 -
11-B-34
Agreement No. 5844
SECTION III — SPECIAL PROVISIONS
1-0. GENERAL SCOPE.TIME E FOR. COMPLETION. AND LOCATION OF WORK
1-1. General Score of Work:
The work to be done consists of furnishing all labor, materials, tools, equipment and
incidentals for demolition, potholing, surveying, as well as the installation of,
complete -in-place, a new catchbasin, reinforced 18 -inch -diameter concrete pipe, and a
six -foot -wide longitudinal gutter. The work will also require removal and replacement
of driveway approaches, an alley approach, curb and gutter, and asphalt pavement, as
well as other improvements as specified on the bid schedule and as included in these
Special Provisions.
The Contractor is required to provide state -licensed construction surveying services, at
their own expense, where necessary to ensure the proper alignment and grade of new
storm drain pipe, crossgutter flow, drainage flow, and asphalt sheet flow. Excavations
are required to be properly shored, covered, backfilled, compacted to a minimum 90
percent modified proctor relative compaction, and paved with similar material that
existed prior to trenching unless otherwise noted on the Plans or described in the
Special Provisions.
Contractor shall implement pedestrian and vehicle traffic control to direct the general
public away from the project site before and during construction. All work shall
conform to all applicable State, local, regional and Federal codes, ordinances, and
regulations as prescribed by the City.
1-2. Location of the Work:
The 500 block of East Walnut Avenue between Sheldon Street and Penn Street.
1-3, Workinv Days and Time for Completion:
1. Contractor will begin work ori the mutually agreed-upon City of El Segundo's
Notice to Proceed date. The work shall be completed within fifty (50) working
days after the date of commencement.
2. Work hours on Walnut Avenue shall be 7:00 am to 4:00 pm on weekdays. No work
shall occur on City holidays, listed in Section II -6-7.2.
3. New concrete shall be installed within five (5) calendar days of excavation.
4. The last two weeks of December is a moratorium period, from December 23, 2019,
7:00 am to January 3, 2020, 7:00 pm, during which no construction work shall
occur on City streets or other public right-of-way. The contractor shall schedule
their work such that no excavations are left open during those two weeks.
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Agreement No. 5844
2-0. NOTII°1CATiONS
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
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 Ron Campbell, Wastewater Division Supervisor 310-524-2754
work after shutdown
Lifan Xu, City Engineer 310-524-2368
Ken Berkman, 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 PA1�KING NOTIFICATIONS
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.
III -A-2
Agreement No. 5844
3-0. STANDARDS
Section 0-1 on page 11-B- I of these Specifications is supplemented by the following
additional requirements:
All work shall conform to the most recent edition of the Standard Plans for Public
Works Construction (SPPWC), as well as the Standard Specifications for Public
Works Construction ("the Greenbook") unless otherwise shown on the plans, or as
specified herein. Submittal of a bid will be evidence that the Contractor is familiar
and knowledgeable about these plans and specifications.
2. Strict compliance with State and local safety codes will be enforced.
4-0. EXAMINATION OF JOB SITE
The BIDDER shall make a detailed physical inspection of the site and submit any
questions whose answers may affect their bid price, to City staff by the deadline
provided on page I -B-3, before submitting a proposal. It is understood that BIDDERS
have satisfied themselves, before submitting a bid, regarding existing conditions and
existing access which may affect bid prices for the proposed work.
5-0. INSPECTION
Section 4-1.3 on page 11-B-9 of these Specifications is supplemented by the following
additional requirements:
I. 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.
6-0, USE OF PRIVATE PROPERTY
The use of any private property by the Contractor is prohibited. The prohibited uses
include, but is not limited to the, 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.
III -A-3
Agreement No. 5844
7-0. STORAGE OF NI .TERIALS AND EOUIl'MENT
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 guarantee any designated property within the City
for storage of materials.
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.
8-0. 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 at no additional cost to the City.
9-0. DUALITY ASSURANCE
Contractors shall exercise due care to assure procurement, storage and placement of
materials form site or offsite sources which will comply with the requirements,
specifications and standards set out herein. Contractor may, at his discretion, have such
tests and inspections as he may desire performed by qualified personnel or independent
testing services, for his guidance and control of the work.
If required by the City, the contractor shall provide and pay for geotechnical and
structural inspection and testing by independent testing service selected by the
Contractor and approved by the City. In this regard, a Geotechnical Engineer and
Structural Engineer retained by the Contractor will act as the direct representative to
perform duties such as inspection of the removal and placement of unsuitable
materials, and footings, and the placement and compaction of all fills and backfills
within the limits of the Project. The definition of Geotechnical Engineer registered in
the State of California in all matters relating to geotechnical work required for the
Contract. The definition of Structural Engineer shall include an Engineer registered in
the State of California in all matters relating to structural work required for the
Contract. Costs for all such inspections and tests will be paid by the Contractor. The
Contractor shall bear the cost of retest/re-inspection of work due to non-compliance.
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Agreement No. 5844
SECTION IV — NIEASLJREMENT AND PAYMENT
1-0. GENERAL:
Proposed Bid prices shall be complete for each bid item. The bid item work below to
be measured and paid for shall be carried out in accordance with the Standard
Specifications, the project plans, these specifications, as directed by the City Inspector,
and in addition any applicable government codes related to the work or named in the
descriptions for the bid item. Prior to bidding, the Contractor shall inspect project areas
and bring any discrepancies to the City's attention.
All bid item prices shall cover the costs for all mobilization, demolition, excavation,
site preparation, installation and other construction activities, and demobilization
activities required for each item. Bid item costs shall include complete removal and
immediate disposal of excavation debris, preparatory removal of vegetation, tree
stumps, and tree roots as necessary, temporary paving and public safety measures, and
the restoration of landscaping, public and private property damaged during the
construction, to the City's satisfaction.
Should the contractor request and obtain permission to use admixtures for its own
benefit, it shall furnish such admixtures and incorporate them in the concrete mixture
at its expense, and NO additional compensation will be allowed.
Should the City Engineer direct the Contractor to incorporate any admixtures in the
concrete when their use is not required by these Specifications, furnishing the
admixtures and adding them to the concrete will be paid for as Extra Work as provided
in Subsection 3-3 of the Greenbook, as amended by these Special Provisions.
2-0. BID ITEMS
2-1. NIobilization!Dertrobilization ('Bid Iteni 1)
See Section V for items considered under Mobilization/Demobilization, payment
for which will be made on a percentage -completed basis of the lump sum price
named in the Bid Schedule.
2-2. Utility Potholinw (Bid Item 2')
Utility Potholing shall be paid will be paid for at the contract unit price per each 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 to locate
and protect all existing underground infrastructure in the project area as required under
the provisions of Sections 4215-4216.4 of the State of California Government Code
and no additional compensation shall be allowed therefore. The contract unit price
shall also include safe, temporary coverage of the pothole or backfilling and
resurfacing it.
IV -A-1
Agreement No. 5844
2-3, furnish and install catchbasin inCludina, local deoression ,per clan ('Bid kern 3)
Measurement for installation of catchbasin and local depression will be paid for on a
percentage -completed basis of the lump sum price named in the Bid Schedule, for
furnishing all labor, equipment, tools, materials and incidentals needed to install the
catchbasin, procure and install the traffic -rated grate, and install the concrete local
depression. The contract unit price shall include full compensation for surveying to
establish flowlines, compaction, formwork installation, expansion joints and details,
finishing and curing.
24 Furnish and install 18 -inch HCP storm drain and associated sawcuttin . shoring. titility
blanket protection. and trench resurfacinv per Citv Std. DwR. WT -11, etc. per plans.
('Bid Item 4)
Measurement for payment of furnishing and installing an 18 -inch RCP storm drain
lateral and associated work will be paid for at the contract price per linear foot named
in the Bid Schedule, which price shall constitute full compensation for furnishing all
labor, equipment, tools, materials and incidentals needed to install the pipe, junction
structures, catch basin connection, collar connections, as well as any sawcutting,
shoring, utility blanket protection, surveying, temporary plating and ramping,
backfilling, compaction, temporary paving, and final t -cut paving to be performed per
these specifications.
2-5. Furnish and install l 8-inch-RCP-to-eXistin2 catch basin connection per SPPWC 308-2,
(Bid Item 5)
Measurement for installation of 18 -inch -RCP -to -existing catch basin connection per
SPPWC 308-2 will be paid for at the contract price per each named in the Bid
Schedule, for furnishing all labor, equipment, tools, materials and incidentals needed to
install the connection and any appurtenances. The contract unit price shall include full
compensation for surveying to establish flowlines, compaction, formwork installation,
expansion joints and details, finishing and curing.
2-6. Install 6' -wide longitudinal utter per plans across Walnut A%,enue (Bid Item 6)
Measurement for payment of longitudinal gutter installation will be paid for at the
contract price per square foot of concrete installed and shall include compensation for
finishing all labor, equipment, tools, materials and incidentals needed to construct
concrete longitudinal gutter per SPPWC 122-2, modified to include Detail A of
SPPWC 123-2 on the north side and join to a local depression on the south side.
Payment shall also include curb and gutter to be constructed immediately adjacent to
all new longitudinal gutter concrete per these specifications. The contract unit price
shall include full compensation for surveying to establish flowlines, formwork
installation, expansion joints and details, finishing and curing per these specifications.
2-7. Remove and replace drivewav approach and install l8" -wide atitter (Bid Item 71
Measurement for payment of 6" thick driveway approach and 18" -wide gutter
IV -A-2
Agreement No. 5844
installation will be paid for at the contract price per square foot of concrete installed
and shall include compensation for furnishing all labor, equipment, tools, materials and
incidentals needed to construct P.C.C. approach in place. The contract unit price shall
include full compensation for surveying to establish flowlines, installation of forms,
compaction, installation of expansion joints and details, finishing and curing, and
temporary access ramping per these specifications.
2-8. remove and reialace 6"' -thick alley° aDoroac.h and install 18°" -wide gutter (Bid Item 8)
Measurement for payment of 6" thick alley approach installation and 18" -wide gutter
installation will be paid for at the contract price per square foot of concrete installed
and shall include compensation for furnishing all labor, equipment, tools, materials and
incidentals needed to construct P.C.C. approach in place. The contract unit price shall
include full compensation for surveying to establish flowlines, installation of forms,
compaction, installation of expansion joints and details, finishing and curing, and
temporary access ramping per these specifications.
2-9. SawcUt and replace existing pav"ement, not itIC111(lins-, tmvina for Item 4('Bid Item 9)
Measurement for payment of replacement of existing pavement will be paid for at the
contract price per square foot of asphalt paving installed, not including slot paving next
to new concrete, as shown on plans with six inches (varies) of hot mix asphalt placed
in two lifts over six inches of crushed miscellaneous base. Payment shall include
compensation for furnishing all labor, equipment, tools, materials and incidentals
needed to construct asphalt per these specifications. The contract unit price shall
include full compensation for excavation, grading, compaction, asphalt installation,
tack coat application, feathering, and finishing.
3-0 ALTERNATE BID ITEMS
3-1. Coordinate with other a ettcies for unforeseen utility relocations that are in conflict
with the storm drain (Bid Item 10)
Measurement for payment of coordination with other agencies for unforeseen utility
relocations will be paid for on a percentage -completed basis of the lump sum price
named in the Bid Schedule, which price shall constitute full compensation for
furnishing all labor, equipment, tools, materials and incidentals needed to facilitate the
resolution of pipe conflicts and allow storm drain installation to continue.
3-2. Remove ex. curb and replace with curb and 18" -wide (cutter (Bid Item 13),
Measurement for payment of removal of existing curb and replacement with curb and
18" -wide gutter will be paid for at the contract price per linear foot of concrete
installed and shall include compensation for furnishing all labor, equipment, tools,
materials and incidentals needed to construct P.C.C. approach in place. The contract
unit price shall include full compensation for surveying to establish flowlines,
installation of forms, compaction, installation of expansion joints and details, finishing
and curing, and temporary access ramping per these specifications.
IV -A-3
Agreement No. 5844
4-0 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.
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.
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.
A change order agreement greater than 25 percent of the original bid/contract amount
also requires the approval of City Council before the purchase order can be updated
and any payment processed for the change order.
5-0 PROGRESS PAYMENTS
Lump sum items shall be billed on a percentage 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.
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Agreement No. 5844
SECTION V _ TECHNICAL SPECIFICATIONS.
1-0. 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 all required permits
2. Moving on to the site of all Contractor's equipment required for operations
3. Providing on-site sanitary facilities
4. Arranging for and erection of Contractor's work and storage yard
5. Posting all OSHA required notices
6. Submittal of Construction Schedule, Contractor Contact List, Centerline Tie
Inventory, Survey Marking Inventory, and Notices to City staff for City approval
7. Notification of property owners and residents and posting No -Parking notices
8. Re -notification of all residents for all construction schedule changes
9. Traffic control as required per W.A.T.C.H. manual and CA MUTCD
10. Coordinating with Underground Service Alert (USA) or Dig Alert to mark
underground utilities before any excavation.
11. Coordination with utility agencies, street sweeper, and waste hauler to avoid conflicts
during project activities
12. Clearing and grubbing, and landscape removal and replacement as necessary for
construction
13. Ramping for areas where approaches have been removed
14. Steel plating and asphalt ramping for excavated trenches and areas
15. Restoration of private and public property to existing standard conditions upon
demobilization
16. Removal of all formwork, nails, stakes, excess dried concrete, asphalt particles,
and other construction debris from the project sites.
17. Removal of all USA markings after new improvements are installed.
18. Restoration of striping if partially removed as a result of construction.
19. Demobilization
1-1, 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 concrete 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 excavation for
construction. Where necessary, the contractor shall replace residential landscaping or
sprinklers damaged by construction after construction is complete.
1-2. 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
Agreement No. 5844
relation to the proposed storm drain facilities shall be provided to City Inspector as
well as the applicable utility agency. A list of utility agency and waste hauler contact
number is included in the Appendix.
1-3. 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 return public right-of-
way to the same or better condition as that existing prior to construction.
2-0 NOTIFICATION
The Contractor shall submit all required resident and property owner notices to the
City at the pre -construction meeting for approval. The contractor shall hand -deliver
approved Notices to Property Owners or Notices to Residents regarding the concrete
work to affected owners at least two weeks before the project begins construction at
those locations. Notices shall include the project times, dates, working hours,
description of project activities, and description of any steps required of owners and
residents to ensure safety and successful construction.
The Contractor shall place delineators and postdated "TEMPORARY NO PARKING"
signs on the curb at least 72 hours in advance of the construction, to alert motorists that
parking shall not occur at the location and for what length of time. The signs are
subject to the approval of the Engineer. (See Appendix for City Standard detail for
"Typical Temporary No Parking Sign".) The Contractor shall inform the inspector or
City staff every morning of all locations being worked on and all locations being
posted for that day for TEMPORARY NO PARKING.
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
PARKING" time designations are not acceptable. Parking shall not be restricted during
any period when construction activity is not scheduled at this particular site.
The Contractor shall submit traffic control plans and project schedules to City staff at
the project pre -construction meeting. Any changes to plans and schedules must be
submitted to staff prior to their occurrence. Traffic control shall adhere to W.A.T.C.H.
manual guidelines. The contractor shall notify motorists of impending detours at least
forty-eight hours prior to their occurrence, through the use of traffic control devices.
ONCE A SECTION OF STREET HAS BEEN POSTED, FAILURE OF THE
CONTRACTOR TO MEET AND COMPLETE THE APPROVED DAILY
SCHEDULE DUE TO CONDITIONS UNDER THE CONTRACTORS
CONTROL, WILL RESULT IN DAMAGES BEING SUSTAINED BY THE
AGENCY. SUCH DAMAGES ARE, AND WILL CONTINUE TO BE,
IMPRACTICAL AND EXTREMELY DIFFICULT TO DETERMINE. FOR
FAILURE TO MEET AND COMPLETE THE SCHEDULE AFTER POSTING,
THE CONTRACTOR SHALL PAY TO THE CITY, OR HAVE WITHELD
Agreement No. 5844
FROM MONIES DUE, THE SUM OF $200 AS LIQUIDATED DAMAGES FOR
EACH DAY OF ADDITIONAL POSTING REQUIRED TO COMPLETE THE
PROPOSED WORK. REPOSTING AND NOTIFICATION WILL BE
REQUIRED FOR EACH MISSED DAY. SAID POSTING AND
NOTIFICATION WILL BE AT THE CONTRACTOR'S EXPENSE.
The CONTRACTOR shall be responsible for adequate barricading of the work area
and controlling of traffic in the vicinity of the project as specified in Sub- section 7-10
of the General Provisions. Should the CONTRACTOR appear to be neglectful or
negligent in furnishing warning and protective devices, the City Engineer may direct
attention to the existence of a hazard and the necessary warning and protective
measures shall be furnished and installed immediately by the CONTRACTOR at
his/her expense.
Should the City point out the inadequacy of warning and protective measures, such
action on the part of the City Engineer shall not relieve the CONTRACTOR from
responsibility for public safety or abrogate his/her obligation to furnish and pay for
these devices. If said devices will be placed or caused to be placed by the City
Engineer, the cost of placing such devices shall be the sole responsibility of the
CONTRACTOR and shall be paid for the rate of $50/hour for labor and vehicle use,
$20/day per barricade and any other costs incurred by the City relative to traffic
control. Said costs shall be deducted from the total contract price for the work.
Looperation with concurrent c011st'LiCtlons and operations
The Contractor shall cooperate with other contractors and the City's personnel
performing work in the vicinity, shall conduct its operations in a manner to prevent
unnecessary delay or hindrance to their work, and shall coordinate its work with theirs
to permit proper and timely completion of all projects in the area.
Coordination with affected bGrsillesses and residents
The Contractor shall respond to any complaints received from a property owner
(business or resident) and contact the complainant within one (1) working day. The
complaint shall be resolved within two (2) working days from the date on which it was
received.
The Contractor shall adjust its schedule in order to allow affected Businesses to
operate as regularly scheduled.
3-0 TRASII P1CKt.JP. S°1"R.EE"I" SWI,: 1�P1NCi. AND NIAII, 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.
Agreement No. 5844
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.
4-0 STORM DRAIN PROTEC"HON
Nearby catch basin and storm drain openings must be protected with felt and sand bags
to ensure there will be no spillage into the City storm drain systems.
5-0 EXCAVATION
5-1 Potholing Prior to Excavation
Potholing of existing utilities should take place at least two weeks prior to the start of
the construction to allow adequate time for the necessary protection, removal and
rearrangement of utilities by either the utility owner or the Contractor, as applicable.
For work to be performed by a utility owner, the construction schedule shall allow for
the time period required by the utility owner for such work. The Contractor shall notify
the Engineer in writing of any subsequent changes in the construction schedule which
will affect the time available for protection, removal, or rearrangement of utilities, and
shall obtain the Engineer's approval of such changes. Backfilling, proper compaction
and temporary asphalt replacement shall occur after potholing until full excavation can
occur.
No additional compensation will be allowed for modifications to trench shoring caused
by utility service connections whether or not the utility services are shown on the
Plans.
5-2 Grading, excavation and preparation of subgrade shall be done in accordance with, and
shall include, all work specified in subsection 300-2, "Unclassified Excavation," and
301-1, "Subgrade Preparation," of the SPPWC, except as modified and supplemented
herein. This item shall include all labor, equipment tools, materials and services
required to complete all site and subgrade preparation and earthwork public right-of-
way reconstruction areas, per City Standards.
When a street excavation is made, the existing pavement must be sawcut and removed
to clean straight lines, free of irregularities, to a depth sufficient to permit pavement
removal without damage to pavement left in place. If a longitudinal pavement joint or
edge of pavement is located within three (3) feet of the limit of the excavation, the
Contractor shall remove intervening pavement and replace it after backfilling the
trench. Sawcuts shall be either parallel to or perpendicular to the curb face.
Material excavated in the roadway and not needed for backfill shall be immediately
removed and disposed of by the Contractor. Surplus materials shall be properly stored
according to Best Management Practices. No surplus materials shall be placed on
private property.
Agreement No. 5844
Changed conditions found during excavation shall be immediately brought to the
Inspector's attention and the details of the change recorded by both the Contractor and
the Inspector before formwork installation. See also Section II -3-4 and Section IV -4-0.
5-3 Survevini4
See also Section 2-9, page II -B-6.
Contractor shall have a California -licensed surveyor verify all existing and proposed
flowline elevations prior to demolition and confirm positive drainage for areas with
proposed changes in flowline elevations. Existing flowline elevations shall be verified
where driveway approaches begin and end along the curb face, at concrete join points,
between driveway approaches, at grade breaks, at the entrance to catch basins, at curb
drains, along crossgutter and spandrel flowlines, etc. The contractor shall submit
survey results and any calculations to City staff. The contractor shall bring any
concerns or drainage issues to City staffs attention before proceeding with
construction. If flowlines are to remain the same, the existing flowline elevations and
slopes shall be re-established. Drainage issues occurring as a result of construction
shall be resolved by the Contractor prior to the project being accepted, at no further
expense to the City.
A licensed surveyor shall verify elevations and locations of all existing survey -related
items prior to construction for the purpose of re-establishing them after construction.
These include but are not limited to boundary lines, boundary markers, centerline ties,
benchmarks, etc. The contractor shall submit survey results to City staff. The cost to
re-establish these items shall be included in the bid unit costs of construction.
6-0 REMOVAL, OF EXISTING CONCRETE, OR ASPHALT.'
Concrete demolition and construction shall be per Standard Plans for Public Works
Construction, current ADA standards, and City of El Segundo Standards.
The Contractor shall inspect all locations called out in the project specifications to
determine the extent of the removals needed. Existing Portland cement concrete or
asphalt concrete that is broken into pieces 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.
All removed materials shall become the property of the Contractor and shall be legally
disposed of by the Contractor's representatives away from the site of work. (Note:
there are no authorized dump facilities within the City of El Segundo)
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.
Agreement No. 5844
7-0 REPLACEMENT OF DAMAGE .1.°0 EXIS"I"ING FACILITIES
The Contractor shall take care to protect -in-place City and private property not within
the scope of this project from any damage. If damaged during demolition or
construction, City property and private property shall be replaced in type and kind or
better. The Contractor shall guarantee to remedy any defects in the repaired areas
within a period of one year from the date of final acceptance of the work unless a
longer period is specified. The City staff will give notice of observed defects with
reasonable promptness.
This applies to drainage, landscaping and irrigation systems including, but not limited
to, drainage pipes, irrigation pipes, sprinklers, appurtenances, trees, shrubs,
flowerbeds, and native vegetation. City properties shall include, but are not limited to,
City parks, sidewalk, parkways, and street right-of-way.
The Contractor shall replace and or supply any irrigation system necessary for proper
restoration of all landscaping disturbed by the Contractor during the project. The
irrigation system shall become the property of the City twelve months after project
completion. The contractor shall mark existing through -the -curb drainage systems
prior to construction, re-establish them during construction if removed, and ensure they
are in good working order after curb or curb and gutter construction is complete.
The Contractor shall relocate if necessary and reconstruct all curb drainage outlets that
fall within the scope of his work. Cost of this work shall be included in the bid.
Any pavement, curb, or sidewalk removed beyond the limits established by the
Engineer shall be reconstructed by the Contractor at his own expense and no additional
compensation will be allowed.
7-1 Curb Drain Outlets
The Contractor shall restore all curb drainage outlets that fall within the limits of the
project. The cost of this work shall be included in the costs for the other bid items.
7-2 Tie -Out & lie -establish Survev Monuments and Benchmarks
In accordance with Section 8771 of the Business and Professional Code, the Contractor
will hire a licensed land surveyor to tie out centerline ties and other monumentation
affected by the project prior to commencement of construction. The land surveyor
shall file corner records with the City Engineer; and re- establish any such monuments
previously or benchmarks damaged or destroyed in the construction area and file
corner records with the City of El Segundo Public Works Department after
replacement.
8-0. FOR CURB. GI.?T"l'ER, AND APPROACI CONfCRE"C"E REMOVALS/
REPLACEMENTS AND INSTAL, LA'"l"IONS
Agreement No. 5844
The Concrete mix design shall be Class 520-C-2500. The mix design is subject to
review and approval by the City Engineer and 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 shall not be 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.
All new concrete facilities shall be installed over a 2" thick ninety-five percent 95%
compacted Crushed Miscellaneous Base (CMB) over ninety percent 90% compacted
native subgrade. The subgrade shall have a sufficient moisture content such that
moisture is not drawn out of the concrete.
The Contractor shall relocate if necessary or restore all curb drainage outlets that fall
within the scope of his work. The cost of this work shall be included in the bid. The
Contractor shall inform the Inspector of any relocations and record those relocations
and their new trajectory in as -built plans for each applicable address.
Contractor shall confirm acceptable storm water flow prior to project completion using
a City -approved method of water -testing. Should water tests fail, contractor shall re -do
the concrete improvement until positive drainage is achieved. Water tests and any
construction needed to ensure positive drainage shall be performed at no additional
cost to the City.
Should a sidewalk leading directly to a property walkway/door or a driveway approach
be excavated at the end of a workday, the Contractor shall provide a temporary access
ramp to residences/businesses. The temporary access ramp shall be removed by the
Contractor on the following day so that construction can be completed. The cost for
placement and removal of the temporary ramp as long as it is needed shall be included
in the bid cost for this item.
The Contractor shall make adjustments to meter boxes and electrical pull boxes if
encountered to match new grade. The cost of this work shall be included in the bid.
Slot paving per these specifications shall occur at any asphalt location adjacent to new
concrete.
Contractor shall restore to working order all existing private stormwater drainage
pipes, routed under the sidewalk and through the curb, that have been displaced by
demolition/construction.
8-1. FOR CONCRE'11 S"FO M DRAINAGE FACILITY INS'TALLA"HONS
The Concrete mix design shall be Class 560-C-3250. The mix design is subject to
review and approval by the City Engineer and 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 shall not be 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
3250 psi at 28 days. The surfaces of all concrete shall receive a wood float finish.
Agreement No. 5844
Where required contractor shall use dowels or reinforcement bars for contact joints.
If approved Contractor shall review all curb only to be removed and replaced with curb
or curb and gutter on the project with the Inspector in the field prior to any
construction. Curb height shall be at minimum five inches based on the existing top -of -
curb elevation and adjoining flowline grade. New gutter width shall be 18 -inches and
shall taper five feet to match existing gutter width at join points unless otherwise
directed in these specifications or by City staff.
Curb and gutter shall be constructed in accordance with Section 303-5 of the Standard
Specifications and shall conform to Standard Plan 120-2. Contractor shall have the
length of curb or curb and gutter to be replaced surveyed prior to demolition to verify
the resulting flowline elevations will be feasible. Survey submittals to City staff are
required. Any conflicts or items of concern shall be brought to City staffs attention
prior to construction. Survey costs are to be included in the cost of these bid items.
10-0. RE'�Pl.,A.CEAI,,I,,EN'ORDI�'IVEWAYAPI)ROACII/APRON
The Contractor shall review all alley or driveway aprons to be constructed on the
project with the City Inspector in the field prior to any construction. The Contractor
shall furnish all labor, tools, and materials necessary to construct a minimum 6 -inch
thick driveway in those locations specified. Driveway approaches shall be constructed
in accordance with Section 303-5 of the Standard Specifications and shall conform to
Standard Plan 110-2. Driveway approach shall be standard size, be constructed of
concrete only, with no other hardscape materials or color additives used.
In locations where driveway approach demolition has revealed the existing driveway
approach to be more than six inches deep below the street surface, the Contractor shall
construct new driveway approach depth to six inches. The additional depth below the
driveway approach shall be filled with crushed miscellaneous base and compacted per
these specifications prior to the concrete pour.
11-0. WASHING OF CONCRETE TRANSIT MIXERS
Concrete transit mixers shall not be washed out on alleys, streets, or parking lots. Also
refer to Section 7-8.6 of these Specifications on page 11-B-28 regarding Water
Pollution Control for additional requirements.
12-0. 1"REE ISSUES
For the purposes of this project, a tree stump is defined as the remaining portion of the
tree trunk after a tree trunk has been cut and the majority of the tree felled and
removed.
Agreement No. 5844
For the purposes of this project, a tree root is defined as the portion of a tree that grows
out of a tree trunk and can continue to grow above ground and/or under the ground,
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 tree
stump.
All existing concrete facilities within the scope of this project, if affected by a live tree
and tree root uplift, shall be scheduled for concrete demolition and removal before all
other areas. The Contractor shall coordinate with City staff for Recreation and Parks
Department to assess, after concrete removal, if tree root barrier installation or full tree
removal is necessary. The Contractor may move on to a construction on a different
portion of the project in the interim.
The Contractor shall be responsible for removing any remaining tree stump and roots
in the project area. 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 the tree roots
to the full cross section 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 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.
13-0. ASPHALT PAVING AND SLOT PAVING
Asphalt paving and slot paving, at minimum but not limited to 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 shall
be saw cut for removal. Paving shall consist of 6 inches of V2 -inch-maximum State
mix over 6 -inch crushed aggregate base. New asphalt shall be feathered to meet
existing asphalt, and shall also meet new concrete at a reasonable height and slope to
allow proper drainage.
Asphalt shall be 6 inches thick and applied in two lifts over a minimum of 6 inches of
crushed aggregate base. 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.
All asphalt concrete pavement shall conform to Section 203-6 of the Standard
Specifications and as shown on the details in the plans. Asphalt concrete shall be !/2 -
inch -maximum State mix unless otherwise specified. Paving shall occur in lifts, after
backfill with and compaction of appropriate materials has occurred. All backfilling and
paving shall be to the City Public Works Inspector's approval. Paving rollers shall be
on the job site before any paving is started. The final height of the new paving next to
new gutter shall not be more than V2 -inch high. The Contractor shall be responsible for
bringing to the City's attention any additional asphalt required for proper drainage
Agreement No. 5844
prior to any 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.
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.
14-0. SURFACE RES"IOI�JkTION
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 any excavated or uneven surfaces
of the project area shall be safely set apart and covered or ramped to current standards.
C'oninaction
Any soil compaction testing and certification shall be certified by a Geotechnical
Engineer and provided and paid for by the City. The soil testing company shall be
subject to the approval by the City Engineer prior to any testing. A relative compaction
of ninety percent (90%) is required under all asphalt concrete pavement, and ninety
percent (90%) under all concrete curb, stamped concrete and concrete slab.
Meter Boxes. Pull Boxes
The Contractor shall make adjustments to all meter boxes and electrical pull boxes
within the work limits to match the new grade of either asphalt or concrete. The cost
of this work shall be included in the other items of work.
15-0. STRIPING
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 shall take
inventory of striping to be replaced before beginning construction.
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.
16-0. TRAFFIC CONTROL
Traffic control shall conform in accordance to the latest editions of the Work Area
Traffic Control Handbook, the Caltrans' Manual of Traffic Control in Construction and
Maintenance Zones, and the standards contained in the "Manual of Uniform Traffic
Control Devises (MUTCD)" and the stipulations set forth in this article.
Contractors shall maintain one lane of traffic in each direction at all times unless
otherwise approved by City staff.
Agreement No. 5844
The Contractor shall provide and maintain all signs, barricades, flashers, delineators
and other necessary facilities for the protection of the motoring public within the limits
of the construction area. The Contractor shall also post proper signs to notify the public
regarding detours and conditions of the roadway, all in accordance with the provisions
of the Vehicle Code and the current State of California Department of Transportation
"Manual of Warning Signs, Lights, and Devices for Use in Performance of Work upon
Highways."
Portable delineators shall be spaced as necessary proper delineation of the travel way.
If the traffic cones or portable delineators are damaged, or are not in an upright
position, from any cause, said cones or portable delineators shall immediately be
replaced or restored to their original location, in an upright position, by the Contractor.
The Contractor shall furnish such flagmen as are necessary to give adequate warning to
traffic or to the public of any dangerous conditions to be encountered. Flagmen, which
on duty, are assigned to give warning to the public that the highway is under
construction and of any dangerous conditions to be encountered as a result thereof,
shall perform their duties and shall be provided with the necessary equipment in
accordance with the current "Instructions to Flagmen" of the Department of
Transportation. The equipment shall be furnished and kept clean and in good repair by
the Contractor, at his expense.
Should the Contractor appear to be neglectful or negligent in furnishing warning and
protective measures as above provided, the Engineer may direct attention to the
existence of a hazard, and the necessary warning and protective measures shall be
furnished and installed by the Contractor, at his expense. Should the Engineer point out
the inadequacy of warning and protective measures, such action on the part of the
Engineer shall not relieve the Contractor from responsibility for public safety or
abrogate his obligation to furnish and pay for these devices.
The Contractor shall conduct his operations so as to provide reasonable access to the
adjacent properties and have no greater length or quality of work under construction
than he can properly prosecute with a minimum of inconvenience to the public and
other contractors engaged on adjacent or related work.
When entering or leaving roadways carrying public traffic, the Contractor's equipment,
whether empty or loaded, shall in all cases yield to public traffic.
Uneven Surfaces
Where asphalt or concrete removal has temporarily left potentially unsafe surface
elevation differences in either the pedestrian or vehicle traveled way, the contractor
shall safely ramp between or detour around the uneven surface areas until they can be
permanently brought to the same grade. Warning signs and devices shall be placed at
the proper distance in advance of the areas to alert the public to the uneven surfaces.
17-0. ASM-1A.LI" REPAIRS - PAVE: OEt t°"1 RENIOVAI., AN[) RE111,A'ENIFNT
Agreement No. 5844
Asphalt repair shall occur where directed by the City Public Works Inspector and shall
join the surrounding existing asphalt to properly direct storm flow to the storm drain
system. Asphalt to be repaired shall be saw cut for removal. The new paving shall
consist of 6 inches of V2 -inch-maximum State mix over a 6 -inch base. New asphalt
shall be feathered to meet existing asphalt, and shall also meet new concrete at a
reasonable height and slope to allow proper drainage.
Asphalt shall be 6 inches thick and applied in two lifts over a minimum of 6 inches of
crushed aggregate or crushed slag base. 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.
All asphalt concrete pavement shall conform to Section 203-6 of the Standard
Specifications and as shown on the details in the plans. Asphalt concrete shall be Y2 -
inch -maximum State mix unless otherwise specified. Paving shall occur in lifts, after
backfill with and compaction of appropriate materials has occurred. All backfilling and
paving shall be to the City Inspector's approval. Paving rollers shall be on the job site
before any paving is started. The final height of new paving next to new gutter shall
not be more than V2 -inch high and shall be at minimum 5" high next to existing curb.
The Contractor shall be responsible for bringing to the City's attention any additional
asphalt required for proper drainage prior to any 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.
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.
18-0. NPDES Compliance
A. Contractor shall thoroughly clean dust and debris resulting from his operations
to comply with the "Clean Water Act." Sweeping, wet vacuuming, and/or other
approved measures of removing such debris shall be taken during the removal
and construction operations. No dust or debris shall be deposited or discharged
into the storm drain facilities.
The Contractor shall provide and maintain at all times during construction
ample means and devices to promptly remove and properly dispose of all water
entering the excavations or other parts of the work. No concrete footing shall
be laid in water, nor shall water be allowed to rise over them until the concrete
or mortar has set at least eight (8) hours.
Disposal of water shall be the sole resl,,)onsibility of the Contractm. Disposal
methods shall conR)nn to the Porter -Cologne Water Quality Control Act of
1974, the Federal Water Pollution Control Act Amendments of 1972, and the
California Administrative Code, Title 23, Chapter 3.
Agreement No. 5844
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 without first securing a valid National Pollutant Discharge Elimination
System (NPDES) permit unless the discharge is specifically listed as exempt or
conditionally exempt in the most current list 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 Regional Water Quality Control Board and City.
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.
B. Contractor shall reduce the discharge of pollutants in storm water runoff to the
maximum extent practicable by the effective implementation of appropriate
BMPs. The following are the minimum requirements:
1. Sediments from areas disturbed by construction shall be retained on
site and stockpiles of soil shall be properly contained to minimize
sediment transport from the site to streets, drainage facilities, or
adjacent properties via runoff, vehicle tracking, or wind.
2. Construction -related materials, wastes, spills, or residues shall be
retained at the construction site to minimize transport from the work
area to streets, drainage facilities or adjoining properties via vehicle
tracking, runoff, or wind.
3. Non-stormwater runoff from equipment and vehicle washing shall be
contained at project sites.
4. Erosion from slopes and channels shall be controlled by implementing
an effective combination of BMPs, such as limiting grading scheduled
during the wet season; inspecting graded areas during rain events;
planting and maintenance of vegetation on slopes; and covering erosion
susceptible slopes.
C, The selection, submittal, and adherence to BMPs are the responsibility of the
Contractor. The selected BMPs must be submitted to and approved by City
prior to performing any operation under this contract which will disturb or
expose soil, including, but not limited to: excavation, grading, demolition,
clearing and grubbing, pavement removal, etc.
D. Construction activity that results in soil disturbances of less than one acre is
subject to the General Permit for Storm Water Discharges Associated with
Construction Activity (General Permit) if the construction activity is part of a
larger common plan of development that encompasses one or more acres of
soil disturbance or if there is significant water quality impairment resulting
from the activity.
Agreement No. 5844
If it is determined that the entire site consists of one acre or greater, the
Contractor must file a Notice of Intent (NOI) with the State to comply with the
terms of the General Permit, and must provide proof of a Waste Discharge
Identification (WDID) Number to the City prior to the issuance of a grading
permit. The preparation, submittal and adherence to all NOIs, Storm Water
Pollution Pre%,ention Plans (SWPPPs), Wet Weather Erosion Control Plans
(WWECPs), and Contractor Self -Inspection Forms are the responsibility of
Contractor.
E. The City may restrict the continuation of work if it is determined that the
Contractor has not met all the NPDES requirements.
19-0. TRENCH SHORING
All excavations shall be shored in accordance with the California Department of
Industrial Relations Construction Safety Orders, Subchapter 4, Article 6, Excavations,
Section 1541; shoring, sloping, and benching systems, and all other applicable sections
listed in Barclays California Code of Regulations. Trench shoring shall be constructed
and installed in accordance with subsections 7-10.4.1 and 306-1.1.6 of the Standard
Specifications. The shoring plans and calculations must be stamped and signed by a
Civil or Structural engineer currently registered in the State of California.
19-1. Steel Plate Brid ino
All excavations in paved streets shall be covered with steel plates until trench
resurfacing has been completed. The steel plates may be removed during working
hours at locations where entry is required into the excavation but shall be replaced at
the end of each work day. Steel plate bridging shall conform to the following:
Approach plate(s) and ending plates (if longitudinal placement) shall be attached to the
roadway by a minimum of 2 dowels pre -drilled into the corners of the plate and drilled
50 mm into the pavement. Subsequent plates are butted to and tack -welded to each
other. To prevent the inflow of surface water and minimize excessive vibration, fine
grade asphalt concrete shall be compacted to form ramps, maximum slope 8.5% with a
minimum 1 -foot taper to cover all edges of the steel plates. When steel plates are
removed, the dowel holes in the pavement shall be backfilled with either graded fines
of asphalt concrete mix, concrete slurry, or an equivalent slurry satisfactory to the
inspector. The Contractor shall be responsible for maintenance of the steel plates,
shoring, and asphalt concrete ramps. The steel plates shall overlap the excavation to
provide a minimum of 12 inches of bearing between the pavement surface and the
plate on each side of the excavation.
The following table shows the minimum thickness of steel plate bridging required for a
given trench width:
Trench Width Minimum Plate Thickness
Agreement No. 5844
1 ft 0.5 in
2 ft 0.75 in
3 f 0.88 in
4 ft 1.00 in
5.2 ft 1.25 in
For spans greater than 5.2 ft, a structural design shall be prepared by a California
registered civil engineer and approved by the State.
Steel plate bridging shall be steel designed for HS20-44 truck loading per Caltrans
Bridge Design Specifications Manual. The Contractor shall maintain on the steel plate
a non-skid surface having a minimum coefficient of friction equivalent to 0.35 as
determined by California Test Method 342. If a different test method is used, the
Contractor may utilize standard test plates with known coefficients of friction to
correlate skid resistance results to California Test Method 342.
A Rough Road sign (W33), with black lettering on an orange background, may be used
in advance of steel plate bridging. This sign is to be used along with any other required
construction signing.
20-0. PIPES AND JOINTS
Only the materials described in this section may be used. Contractor proposals for
material alternates and substitutions that do not appear on the approved list are not
equal and are not acceptable.
1. Reinforced concrete pipe shall be in accordance with subsection 207 of the
Standards Specifications.
2. Pipe joints shall comply with subsection 208 of the Standard Specifications.
3. Bedding material shall be %2" maximum crushed rock in accordance with
subsection 200-1.2 of the Standard Specifications.
4. Native material shall be used for backfill above the bedding.
20-1. PiDe lnstallatioz7
1. Locate all existing underground utilities before beginning excavation.
2. Where the installation is to be made underneath existing pavement or concrete,
the surface to be excavated shall be saw cut in straight lines.
3. Where the installation is to be made in an easement, any fences or other
interferences shall be removed. Contractor is responsible for replacement of
such interferences in the same or better condition than found.
4. Excavate to 6 inches below the proposed pipe grade. The bottom of the trench
shall then be filled with 6 inches of 1/z to 3/4 - inch crushed stone.
5. All pipes and fittings shall be extra strength or high strength Reinforced
Concrete Pipe (RCP) unless otherwise specified. Pipe joints should conform to
Section 208 of the SSPWC "Greenbook" Standard Specifications.
Agreement No. 5844
6. The pipe installation shall begin at the lowest point of reach unless approved
otherwise by the Engineer. Prior to pipe placement, contractor shall lay out the
pipe invert elevations.
7. Before pipe is placed in position in the trench, carefully prepare the bottom and
sides of the trench and install any necessary bracing and sheeting required.
8. A mason's line or wire shall be tightly stretched above ground level, parallel to
and directly above the axis of the pipe to be installed. This line to be supported
at intervals not exceeding 50 feet on pipes being laid on a 2 percent or more
grade and not exceeding 25 feet on grades less than 2 percent. The exact line
and grade for each section of pipe shall be determined by measuring down this
line to the invert of the pipe in place. Each replacement pipe section shall be
accurately placed to the exact same line and grade as the existing sewer line.
Furnish all labor and materials necessary for erecting batter boards.
9. While pipe laying is in progress, do not allow water to run in the trench
sufficient to cause a washing of the bedding or backfill material into the line.
Do not open up at any time more trench than available pumping facilities are
able to dewater.
10. Trench bottoms found unsuitable for foundations after pipe laying operations
have started shall be corrected and brought to exact required line and grade.
11. Carefully inspect each piece of pipe and special fitting before it is placed, and
no defective pipe shall be laid in trench. Pipe laying shall proceed upgrade,
starting at the lower end of the grade and with the bells upgrade. When pipe
laying is not in progress, the ends of the pipe shall be kept tightly closed with
an approved temporary plug.
12. Bell holes shall allow ample room for properly making the pipe joints. Bell
holes shall be cut out not more than two joints ahead of the pipe laying. The
bottom of the trench between bell holes shall be carefully graded so that each
pipe barrel will rest on a solid foundation for its entire length. Each pipe joint
shall be laid to form a close concentric joint with adjoining pipe and so as to
avoid sudden off -sets or inequalities in the flow line.
13. Wherever dissimilar pipe materials are joined, the replacement pipe shall be cut
to a length one inch less than the overall length of the section being replaced.
The pipe shall then be placed in the trench and the compression couplings
installed. After installation, the work shall be checked to ensure that the
replacement pipe is vertically and horizontally aligned with the existing pipe
and that the compression couplings are tight and evenly fitted.
14. Any sound portion of the pipe broken by the Contractor's negligence or
carelessness shall be replaced at the Contractor's expense.
15. The finished installation shall be free from visual defects, damage, deflection,
holes, etc. There shall be no visual infiltration.
20-2. Crossin!a '"Fater ande"c r Lines
Where storm drain crosses above sewer lines and water lines with an 18 -
inch clearance or greater separation, backfill with crushed stone between the
sewer or water main crossing.
2. Where storm drain crosses sewer lines with less than an 18 -inch separation,
Agreement No. 5844
the sewer pipe shall be encased with 3,000 psi concrete for a distance of 5
feet each side of the crossing.
3. Where storm drain crosses below water lines with less than an 18 -inch
separation, the water line shall be encased.with 3,000 psi concrete for a
distance of 10 feet each side of the crossing.
4. Where storm drain crosses above water lines, the water main shall be ductile
iron pipe with joints that are equivalent to water main standards, placed
such that the joints are centered for a distance of 10 feet on each side of the
point of crossing.
Agreement No. 5844
20-3. Connections
Install connections to existing facilities by removing all conflicting pipe, concrete,
and existing mortar, and inserting a length of storm drain pipe into the hole, sliding
pipe gasket onto the pipe such that the gasket will be centered within the catch
basin wall, filling around same with grout or Hydraulic Cement for Manholes, and
troweling the inside and outside surfaces of the joint to a neat finish. The catchbasin
walls shall be shaped or reshaped as necessary to fit the invert of the pipe.
21-0. REMOVAL AND REPLACEMENT OF SURFACE IMPROVEMENTS
21-1. Removals
Bituminous pavement, concrete pavement, curbs, sidewalks, or driveways, shall be
removed in connection with construction shall be removed in accordance with
300.1-3 of SSPWC "Greenbook" Standard Specifications unless otherwise
specified in these specifications.
21-2. Bituminous Pavernent
Prior to excavation, A.C. pavement shall be saw cut, removed and hauled off site.
Where the edge of the excavation of the existing pavement comes within three
(3) feet of the outer edge of the pavement against gutter line or curb face, the
existing paving shall be removed to the gutter line or curb face and the pavement
laid to gutter line or to the curb face.
Where the edge line of the pavement removed for the pipeline trench excavation is
more than three (3) feet from the gutter or curb face the Contractor, before
placement of permanent paving (including base material), is to cut the existing
paving nine (9) inches back from the edge of the trench and remove that existing
pavement.
In addition thereto, the existing paving is to be mechanically ground down by a
minimum of 1 Y2 inches by an additional 12 inches width. The permanent paving
shall then be extended as an overlay into this area. Should after grinding there
remain less than two (2) inches of pavement then the remaining pavement shall be
removed and replaced with a full depth permanent pavement.
21-3 Concrete C;tirb. Gutters. Cross Cutters. Driveways. and AlleN� Intersections
Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum
depth of 1 Yz inches in either length or width. If the saw cut in sidewalk or driveway
would fall within thirty (30) inches of a construction joint, expansion joint, or edge,
the concrete shall be removed to the joint or edge, except that where the saw cut
would fall within twelve (12) inches of a score mark, the saw cut shall be made in
and along the score mark.
Agreement No. 5844
21-4 Reconstruction
General
The street surfaces of all excavations shall be restored either initially by temporary
paving to be followed within thirty (30) days by permanent paving, or initially by
permanent paving. When temporary pavement is placed it shall be brought up to
level with existing pavement and maintenance thereafter until replaced with
permanent pavement.
The final surface course shall be one (1) inch thick. Do not place final surface
course until at least thirty (30) days after traffic has been returned to that portion of
the street.
2. Sub -grade Preparation
Excavate and shape sub -grade to line and grade allowing for aggregate base and
asphalt concrete pavement. The sub -grade shall be considered to extend over the
full width of the base course.
The top thirty (30) inches of the sub -grade shall be compacted to 95% relative to
compaction.
The finished sub -grade shall be within a tolerance of +/- 0.08 of a foot of the
finished grade less the thickness of aggregate base and A.C. pavement and shall be
smooth and free from irregularities.
Crushed Aggregate Base
Crushed aggregate base shall be in accordance with Section 200-2.2 and shall be
installed in accordance with Section 301-2 of SSPWC "Greenbook" Standard
Specifications.
Aggregate base shall be two (2) inches greater than the existing base. However, if
there is no existing base, a minimum of six (6) inches of crushed aggregate base
shall be provided.
4. Prime Coat
All areas to be paved shall receive prime coat at the rate of 0.25 gallon per square
yard, per Section 302-5.3 of SSPWC "Greenbook" Standard Specifications.
Prime coat shall be slow curing (SC -70) in accordance with section 203-2 of
SSPWC "Greenbook" Standard Specifications.
Agreement No. 5844
5. Tack Coat
All surfaces to receive finish pavement shall be uniformly applied with a tack coat
of PG 64-10 paving asphalt of an approximate rate of 0.05 gallon per square yard,
or Grade SS- lh emulsified asphalt at an approximate rate of 0.05 to 0.10 gallon per
square yard in accordance with Section 302-5.4 of SSPWC "Greenbook" Standard
Specifications.
6. Asphalt Concrete Pavement
Pavement thickness shall be one (1) inch greater than the existing pavement, but not
less than four (4) inches.
Asphalt concrete shall be III -C2 -PG 64-10 in accordance with Section 400-4 of
SSPWC "Greenbook" Standard Specifications.
Construction of asphalt concrete pavement shall be in accordance with Section 302-
5 of SSPWC "Greenbook" Standard Specifications.
7. Joining Existing Pavement
Where new paving joins existing paving, ground down the existing surfaces twelve
(12) inches back from the joint line so that there will be sufficient depth to provide
a minimum of one (1) inch of asphalt concrete. Join line shall be straight and edges
vertical.
Slurry Seal Coat
After final paving, apply type 1 slurry seal coat in accordance with section 302-4 of
SSPWC "Greenbook" Standard Specifications to the entire roadway surfaces, from
edge of gutter to edge of gutter.
9. Surface Tolerance
After paving has been installed and compacted, spray water over the entire paved
area. Correct any areas where water collects and does not drain away.
10. Painting, Traffic Striping and Pavement Markings
Apply temporary and permanent striping in accordance with Section 310-5.6 of
SSPWC "Greenbook" Standard Specifications.
Place temporary striping after the base course of A.C. pavement 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.
Place temporary dribble lines within 24 hours after applying slurry seal, and place
Agreement No. 5844
permanent striping between five (5) and seven (7) calendar days after applying
slurry seal.
Place permanent striping between five (5) and seven (7) calendar days after final
paving.
Full compensation for replacement of surface improvements shall be included in the
price bid for the pipeline stated in the proposal and no additional compensation will
be allowed therefore.
Include allowances for pavement replacement in the price bid 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.
Cold Milling
All Cold Milling operations shall conform to section 302-5.2 of the Standard
Specification, the plans and these special provisions.
Existing AC pavement within the project limits shall be cold milled approximately
2 inches at the locations and to the dimensions and details shown on the plans or as
directed by the City Engineer. The final cut shall result in a uniform surface
conforming to the typical cross section.
Contractor's attention is directed to the condition that if presence of pavement
fabric, rubberized material or steel reinforcement within the depth to be cold -milled
is encountered, Contractor shall inform the inspector or City staff immediately and
seek inspector or City staff's direction before excavation commencement.
It is the Contractor responsibility to remove all the thermoplastic pavement
markings prior to the cold milling operation.
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 at locations where the project
joins the existing pavement. At these locations, the Contractor will 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 City has made every reasonable effort to locate and mark on the plans all
known metal roadway improvements such as sewer manhole covers, water valve
covers, and catch basin covers, which if struck, could damage the cold milling
cutting drum and/or carbide tipped cutting teeth. The City makes no guarantee that
it has successfully located all said items; therefore the contractor shall thoroughly
inspect the work site in advance of the cold milling operation to minimize the risk
of striking any these items.
Agreement No. 5844
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 and
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
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 BMP
which most appropriately fits the situation, and as approved by the City Engineer.
The Contractor shall 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.
Temporary ramping, where required by the inspector or City staff for traffic control
or other purposes, and shall be considered included in the price bid for "Traffic
Control", and no additional compensation will be allowed.
Payment for COLD MILLING shall be at the unit price bid per SQUARE FOOT
(SF), and will be based on the actual area of surface planed regardless of the
number of passes required. The contract unit price shall include full compensation
for furnishing all labor, materials, tools, equipment, and incidentals, and for doing
all work involved in COLD MILLING including disposing of material removed and
no additional compensation will be allowed thereof.
12. Asphalt Concrete Overlay
Prior to placement of ACHM, areas of asphalt upheaval and cracks shall be
removed and repaired. Asphalt upheaval of cracks in areas scheduled to be
resurfaced and not removed by cold milling shall be removed flush by crack
planning or other approved methods. Existing cracks or holes '/4 inch or larger shall
be cleaned and filled or repaired with liquid asphalt, cold mix, hot mix or as
directed by the inspector or City staff. Existing cracks smaller than 1/4 inch shall be
cleaned of vegetation only. Cleaning of cracks or holes shall be by power
brooming, compressed air, or other approved methods. Payment for crack planning
and crack preparation shall be considered as included in the unit prices bid for
ACHM overlay work and no additional payment will be made therefore.
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 2" thick asphalt
Agreement No. 5844
concrete pavement surface course. This work shall also consist 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 Engineer.
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.
Contractor shall be responsible for verification of grades prior to installation of
ACHM 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.
The Contractor shall be responsible for maintaining the location of and access to,
all waterline gate valves during construction operations.
Payment for 2" ACHM shall be at the unit price bid per SQUARE FOOT (SF). The
contract unit price shall include full compensation for furnishing all labor,
materials, tools, equipment, and incidentals, and for doing all work involved,
complete in place and no additional compensation will be allowed thereof.
All properly established sheetflow & flow line slopes 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.
13. Cleanup
After completing each section of the sewer line repair, remove all debris,
construction material, and equipment from the site of the work; grade and smooth
over the surface of both sides of the line; reseed and/or repave as required; and
leave the entire right -of- way in a clean, neat and serviceable condition.
Agreement No. 5844
SECTION VI — A]"PENDICES
L City Map
2. Typical No Parking Sign — El Segundo Standard ST -18
3. Centerline Tie Information
4. As -Built Lateral IC and Related Plans
5. Project Plans
13
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4' (1200 mm) GRADE BREAKS
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INTEGRAL rI IRR
4' (1200 mm
MIN
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TYPE B
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Agreement No. 5844
4' (1200 mm)
I- MIN .I, Y
2%1" (25 mm) CF
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SECTION A -A
CURB FACE, inched X, inches I Y, inches
I(mm) I
(mm)
(mm)
(150) or less 1
3'-0"
(900)
4'-0"
(1200)
,6"
7"
(175) 1
3'-6"
(1050)
4'-9"
(1425)
18"
(200) 1
4'-0"
(1200)
5'-8"
(1700)
19"
(225)
4'-6"
(1350)
6'-6"
(1950)
110"
(250)
5-0"
(1500)
7'-3"
(2175)
�11"
(275)
5'-6"
(1650)
8'-0"
(2400)
112"
(300) or more
6'-0"
(1800)
8'-9"
(2625)
NOTES:
1. RESIDENTIAL DRIVEWAYS SHALL BE 4"
(100 mm) THICK PCC.
2. COMMERCIAL DRIVEWAYS SHALL BE 6"
(150 mm) THICK PCC.
3. WEAKENED PLANE JOINTS SHALL BE INSTALLED
AT BOTH SIDES OF A DRIVEWAY AND AT
10' (3.0 m) INTERVALS.
4. CURB FOR TYPE C DRIVEWAY SHALL BE
INTEGRAL AND MATCH ADJACENT
CONSTRUCTION.
5. REFER TO LOCAL DEVELOPMENT REGULATIONS
FOR AMERICANS WITH DISABILITIES ACCESS
REQUIREMENTS AND MAXIMUM PERMITTED
DRIVEWAY WIDTHS.
1
STANDARD PLANS FOR
PUBLIC WORKS CONSTRUCTION
U
CTION
".,
- PROMULGATED BY THE STANDARD PLAN-
PUBLICWORKS
COMMITTEE WORKS STANDARDS INC. DRIVEWAY APPROACHES 110-2
GR
1984
REV. 1996, 2009
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1
Agreement No. 5844
APPENDIX 4
As -Built Lateral 1 C and Related Plans
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APPENDIX 5
Project Plans
CITY OF EL SEGUNDO
DEPARTMENT OF PUBLIC WORKS
PW 19.09:
WALNUT AVE. DRAINAGE AND
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